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Home My WebLink AboutPermit L09-034 - SINGH GURDIP / SIDHU HOMES - SHORT PLATSIDHU HOMES INC Gary Singh Short Plat LAND DVISION LAND DEVELOPMENT 4615 S 148`" Street L09-034 e City of Tukwila Department of Community Development Notice of Decision September 11, 2009 Mr. Gary Singh RE: Sidhu Homes, Inc. L09 -034 — 9 -lot Short Plat E09 -008 -- SEPA Dear. Mr. Singh: Jim Haggerton, Mayor Jack Pace, Director The Short Subdivision Committee has completed review of your short plat application (No. L08 -044), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously issued a SEPA DNS. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. Fire Protection 1. A fire hydrant is required within 150' of all structures measured by vehicular travel. 2. Ingress/Egress access road to be declared and signed "Fire Lane No Parking" on both sides. 3. Maximum grade to be 15 %. 4. Provide adequate ground ladder access to 2nd story rescue windows. Public Works Department The following bulletins are available online at http: / /www.ci.tukwila .wa.us /pubwks /cablist.html Pavement Mitigation and Transportation Impact Fees Bulletin -A3 An infrastructure design and construction standard manual Prior to Final Short Plat, the following comments need to be addressed for Public Works. 5. Provide a draft copy of Private 20' Ingress/Egress & Utility Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (See sample — enclosed.) 6. Provide a draft copy of Private 5' Sidewalk and Utilities Easement and Maintenance Agreement. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Sidewalk and Utilities Easement should include language stating who will maintain the sidewalk and utilities, and by what portion. (See sample — enclosed.) SM H: \L09 -034 E09 -008 SidhuHomes \SP NOD.doc Page 1 of 5 09/03/2009 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206 - 431 -3665 • Of 7. Provide a draft copy of 30' x 70' Water Easement and Maintenance Agreement to Water District 125. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Water Easement should include language stating who will maintain the water lines, and by what portion. 8. Provide a draft copy of a Sanitary Sewer Easement and Maintenance Agreement across new Lot 8 for the benefit of new Lots 9 & 6; and across new Lot 9 for the benefit of new Lot 6. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Sanitary Sewer Easement should include language stating who will maintain the sanitary sewer lines, and by what portion. 9. Owner shall sign with Notary, a Storm Water Easement and Maintenance Agreement. Public Works will prepare document. Allow at least ten (10) days for recording. 10. Owner shall sign with Notary a Sensitive Areas Ordinance Hold Harmless Agreement. The agreement will be recorded at King County, after the Mayor signs the document. Please submit the signed agreement at least ten (10) days prior to the expected final short plat recording, as City must have time to process this document.) Short Plat Survey Site Plan 11. Provide legal description of Private Sidewalk and Utilities Easement on short plat map. 12. Revise short plat map sheets 2 & 3 of 3 per red -lined comments, to show "5' Private Easement for Sidewalk and Utilities - K.C. Recording No. ". 13. Revise short plat map sheets 2 & 3 of 3, to show "30' x 70' Water Easement - K.C. Recording No. ,, 14. Add "SUBJECT TO AND TOGETHER WITH A PRIVATE 5' SIDEWALK AND UTILITIES EASEMENT RECORDED UNER K.C. RECORDING NO. ", to all new legal descriptions. 15. Add "SUBJECT TO AND TOGETHER WITH A 30' x 70' WATER EASEMENT RECORDED UNER K.C. RECORDING NO. ", to new Lots 5, 6, 8, and 9 legal descriptions. 16. Verify with Water District 125 that all water lines shown on civil plan sheets 1 and 3 of 5 meet their Easement requirements. (See civil plan sheets 1 & 3 of 5 — enclosed.) Show on plat map sheets 2 and 3 if separate easement. 17. Verify with Valley View Sewer District that all sanitary sewer lines shown on civil plan sheets 1 and 3 of 5 meet their Easement requirements. (See civil plan sheets 1 & 3 of 5 — enclosed.) Show on plat map sheets 2 and 3 if separate easement. Short Plat Site Development Plan 18. The applicant has applied for a Public Works (PW) type `C' permit for approval, under PW06 -044. A Street Use is part of this permit and requires bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 19. All sawcut areas within S. 148`" Street shall be shown and labeled on the civil plan sheet(s). 20. Provide As- Builts from Water District 125 for all water lines that have been installed as part of this 9 Lot Short Plat. Any new Fire Hydrant(s) shall meet City of Tukwila Fire Department requirements. 21. Valley View Sanitary Sewer District has provided sanitary sewer As- Builts and will be made part of the civil plan set for Reference. 22. Turnover documents will be required for any Public infrastructure along S. 148th Street: for sidewalk, pavement, curb /gutter, and storm drainage; within the City Right -of -Way. Provide cost(s) for each item, to be turned over. City will prepare documents for Owner's signature. 23. Verify if S. 148t Street and/or Private Street will have new street lighting installed. Miscellaneous Conditions 24. The CCR should include a joint private ownership and maintenance of (1) private storm system (2) private sanitary sewer (3) private water and (4) private street and sidewalk; all as applicable. 25. All utilities including power are required to be underground, per City of Tukwila ordinance. SM , Page 2 of 5 09/03/2009 H:\L09 -034 E09 -008 SidhuHomes \SP NOD.doc 26. Pavement mitigation fee applies to future Public Works Permit, if S. 148th Street pavement is open cut. 27. Transportation Impact Fee applies to the future Building Permit(s). New Lot 7 paid fee for a single- residence under Building Permit no. D07 -409. 28. The project shall meet all King County Surface Water Design Manual (KCSWM) drainage requirements. All impacts associated with drainage will be mitigated as part of the construction permit. Best Management Practices must be followed to ensure that no construction debris enters the storm drainage system. All impacts related to construction debris will be mitigated as part of the construction permit. 29. Project is to comply with Geotechnical Engineering Evaluation by Bruce MacVeigh, PE dated August 13, 2009. ESC measures as recommended in the 1998 KCSWM must be utilized. Planning Department: Environment 3.0. Per the SEPA staff report issued for this project (E09 -008), steep slopes are on the east side of the site and V impact two lots. Construction may not occur on the slopes. The Geotechnical Evaluation provided with this application proposes a fifteen foot building setback from the top of the slope. The plat map will need to reflect this setback for final approval. See red -lined sheet 2. 31 / The 15' buffer from the top of slope on lots 8 and 9, as recommended in the geotechnical evaluation, can be used as a BSBL only if it remains undisturbed. For example, it cannot be planted with lawn or other plants, have a deck, patio or shed in the buffer or be disturbed by construction. Any alteration of the rear yard on these two lots needs to occur outside the 15' top of slope buffer area. On sheet 2, add a note that states: "15' buffer area cannot be altered or disturbed to include no planting or construction with the buffer or on the steep slopes." 32. As part of the SEPA process and per TMC 17.20.030 A2, the City requests the three trees (2 maples and 1 cedar) along the southern property line to remain and that tree protection measures are utilized during the construction process to protect these trees. Show the trees on the plat map (or generally if not located on your property) and show /describe the tree protection measures to be See red -lined sheet 2. 33.how a street tree in the front yard of each home per TMC 17.20.030 G1. Evergreen Magnolia "Little Gem" is recommended not required. Frontage, sidewalks, parking 34. The PW permit for infrastructure improvements (PW06 -044) will need to be revised to show curb cuts from the lots to the loop road. Show the cross section and materials to be used for the road, sidewalk, and private driveway. The sidewalk and loop road shall be of different materials to create a visual separation. Prior to final approval, revise the plan sheets to include the curb cubs. Where possible, combine driveway entrances to minimize curb cuts along the loop road sidewalk especially on lots 3 and 4, and on lots 8 and 9 or lots 6 and 9. 35. A new curb, gutter and five foot wide concrete sidewalk along S. 148`" Street are not shown on the plan but are required for final approval. The PW permit (PW06 -044) will need to address the landscaping between the back of sidewalk and the northern property line and address in the design how mail will be collected. Tree shall be placed every 30 lineal feet excluding curb cuts. , Evergreen Magnolia "Little Gem" is recommended not required. The new sidewalk is to be located y % f from the western side of 4615 S. 148t Street to the western side of the driveway at 4647 S 148th (_Street. 36. The height of opaque fences along the street frontage is limited to 4 feet, with lattice or other open material allowed up to 6 feet per TMC 18.50.070. 37. On Sheets 2 and 3, to the note "5' easement for sidewalk" add "per KC Recording Number " per red -lined plan set. Include a note on sheet 2 labeled "Parking Requirement: Future homes to be built on lots 1 -6 and lots 8 & 9 will have 4 driveway parking spaces in addition to any garage spaces" per the letter dated 11 -5 -2008 to the applicant from the Public Works Director. SM Page 3 of 5 09/03/2009 H: \L09 -034 E09 -008 SidhuHomes \SP NOD.doc Setbacks 39., Lot 1: setbacks: 20' front north; 5' sides west and south, 10' second front east per 18.50.070D which states: "In the case of corner lots, a front yard of the required depth shall be provided in accordance with the prevailing yard pattern..." The garage can face north or west, the front door shall face north to maintain the street presence of South 148th Street. Provide pedestrian access through the fence fronting South 148t Street if the garage does not enter to the north also. 40. Revise the setbacks per the red -lined plan set. On Sheet 2, add a note that: "Setbacks are from the outside limits of the private access road. The private sidewalk is included in the setback and in the lot area calculation." Miscella - ous On Sheet 2, under the "Lot Area" table, use the same label for the easements on each lot (the table sometimes list "easement" sometimes "access easement ") 43. Fire and Parks Impact Fees apply to the future Building Permit(s). Appeals This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If 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 (10/02/09). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $115 in LDR. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, hold harmless agreement, and other required paper work). The surveyor's original signature is required on the face of the survey. 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. SM Page 4 of 5 09/03/2009 H: \L09 -034 E09 -008 SidhuHomes\SP NOD.doc s Expiration The final approved short plat must be filed with the King County Department of Records by September 10, 2010, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4 -6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand- delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Stacy MacGregor. Sincerely, ck Pace Chair, Short Subdivision Committee Enclosure: Red -lined Plan set Red -lined Site improvement/Drainage Plan pages 1 and 3 of 5 Private access, drainage and utilities easement -- sample Private sidewalk, drainage, and utilities easement -- sample Sensitive Areas Hold Harmless Agreement -- sample cc: Bob Giberson, Interim Public Works Director ,p�por (please initial your approval) Nick Olivas, Fire Chief` ease initial your approval) Dave McPherson, Development Engineer Gary Singh, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division File (L09 -034, E09 -008) SM Page 5 of 5 09/03/2009 H:\L09 -034 E09 -008 SidhuHomes \SP NOD.doc THIS FILE ALSO INCLUDES A CD LOCATED WITH DCD, IN LAND USE CD FILE AT FRONT DESK FILE #L09 -034 • • Timeline for this project: Date Issue or action 2/06 Mr. Singh applied for a 4 -lot short plat. 4/06 The City granted Preliminary Approval for the 4 -lot short plat. 5/06 Mr. Singh submitted a Public Works (PW) permit for infrastructure improvements for the 4 -lot short plat. Mr. Singh purchased the adjacent parcel with a potential of 7 more lots. 5/06 -4/07 Meetings were held with Mr. Singh and staff to discuss the loop road design. 3/07 PW provided correction letter #1 verbally for PW06 -044 3/07 Mr. Singh submitted a response to correction letter for PW06 -044 4/07 Mr. Singh's 4 -lot short plat expired. 6/07 The City requested a loop road design for the contiguous parcels per code (TMC 17.20.030 C.6c.2) to be shown on the PW permit. PW provided correction letter #2 for PW06 -044 10/07 Mr. Singh submitted single - family building plans based on an unapproved loop road design and was told approval was contingent upon loop road approval andsubmitted a response to correction letter for PW06 -044 2/08 Staff met with Mr. Singh to discuss loop road design. 5/08 Staff met with Mr. Singh again to discuss loop road design. 10/08 1. Mr. Singh was notified in writing that his PW permit was tied to the expired short plat and could not be approved. A meeting was requested with Mr. Singh to discuss the requirements to design the entire road width and apply for a new short plat. The City offered phasing of the development. 2. Mr. Singh was notified in writing that his PW permit would expire in a month. 3. Staff and the DCD Director met with Mr. Singh again to discuss loop road design; asked Mr. Singh to obtain written approval from the Public Works Director for width less than required by code and less than previously agreed upon. 4. Mr. Singh again submitted single - family building plans based on the unapproved loop road design and was told approval was contingent upon loop road approval. 5. Mr. Singh submitted a letter to the Public Works Director seeking approval for design of loop road and revised his public works permit for the 4 -lot short plat to include the loop road. 11/08 1. Public Works Director approved loop road design and sidewalks on 148` Street in a letter to Mr. Singh. 2. Staff and the DCD Deputy Director met with Mr. Singh again to discuss loop road design. 2/2009 Mr. Singh's engineer submitted plans with the loop road but without sidewalks on 148th Street. 6/2009 Public Works agreed with a revised plan if the applicant could do a no- protest LID; applicant could not. 6/22/09 Mr. Singh submitted for 9 -lot short plat and SEPA following a meeting with Staff, the DCD Director and the City Engineer. Mr. Singh was told his permit will be conditioned upon adding sidewalks to 148t1i Street. Phasing of the project was again offered to Mr. Singh. 6/26/09 City provided Notice of Completeness followed by posted notice and public mailing. 7/24/09 Public comment period expired for the public notice. 8/14/09 SEPA DNS issued 8/25/09 PW provided correction letter #3 for PW06 -044 8/28/09 Mr. Singh submitted a response to correction letter for PW06 -044 9/11/09 Short Plat Preliminary Approval issued 9/14/09 PW provided correction letter #4 for PW06 -044 3/08/10 Mr. Singh submitted a response to correction letter for PW06 -044 3/24/10 PW provided correction letter #5 for PW06 -044 SM Page 2 of 2 04/14/2010 H: \Complete projects \L09 -034 E09 -008 SidhuHomes\MemoSummary.doc If ready to record, please sign this form. MEMO: TO: Bob Giberson via Dave McPherson Chief Olivas via Don Tomaso Richard Takechi, Finance FROM: Stacy MacGregor, Assistant Planner RE: Sidhu Homes, L09 -034 DATE: February , 2011 The above short plat is ready for recording. Please review the final document and initial below. Bob Giberson Chief Olivia; \4 c —0 Richard Takechi If ready to record, please sign this form. MEMO: TO: Bob Giberson via Dave McPherson Chief Olivas via Don Tomaso MIRIA d Take V' F nance FROM: Stacy MacGregor, Assistant Planner RE: Sidhu Homes, L09 -034 DATE: February , 2011 The above short plat is ready for recording. Please review the final document and initial below. Bob Giberson Chief Olivias Richard Takechi � i7 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 10, 2011 Mr.Gurdip Singh Sidhu Homes Inc 4224 S 148th Street Tukwila WA 98168 RE: Driveway widths for nine lot short plat -4615 S 148th Street. Short Plat File No. L09 -034 Dear Mr. Singh: This is to follow up on my site visit on February 4, 2011, and your request to modify the driveway widths for lots 1, 2, 3, 5, and 8. The preliminary short plat approval included approval of 20 feet loop road with no on street parking, but on street parking was going to be provided along S 148th Street. However, since the short plat approval you have indicated that there is not enough room on S. 148th Street to provide both sidewalk and on street parking. By increasing the width of the driveway as you have requested, additional onsite parking will be available. At the site meeting, we discussed the option of separating the sidewalk from the street by five feet so that a continuous sidewalk could be built. However, you have already built some of the sidewalk. Therefore, I am approving your request to modify the driveway widths from 20 feet to 29 feet for lots 1, 2, 3, 5 and 8. Should you have any further questions, please free to call or email. Sincerely, Ja4k Pace Community Development Director Cc: Bob Giberson Minnie Dhailival� 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF EXTENSION August 25, 2010 Mr. Gary Singh 4224 S. 148th Street Tukwila, WA 98168 Subject: Sidhu Homes 9 -lot short plat L09 -034 Dear Mr. Singh: The City has received your request for an extension for the above short plat application. Your extension request is granted and the preliminary approval will expire on September 10, 2011. This is one year from the original expiration date of your preliminary approval. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Stacy MacGregor at (206) 433 -7166 or by email at smacgregor @ci.tukwila.wa.us. Sincerely, Jaack Pace, Director Community Development cc. File (L09 -034) SM Page 1 08/24/2010 H: \Complete projects \L09 -034 E09 -008 SidhuHomes \extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206 -431 -3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Mr. Gary Singh 4224 S. 148`h Street Tukwila, WA 98168 Sent via email to garvsingh2comcast.net; no hardcopy to follow. Jack Pace. Director April/ 2010 Subject: Meeting to discuss Sidhu Homes 9 -lot Short Plat file numbers L09 -034 and Public Works permit PW06 -044 Dear Mr. Singh: Thank you for meeting with Robin Tischmak, Dave McPherson, Stacy MacGregor and myself on Monday, April 19 regarding your 9 -lot short plat. On April 14, 2010, you faxed me a response to the Planning Division comment letter dated 3/23/2010 regarding Public Works permit PW06 -044. The purpose of meeting with you was to discuss the three comments still outstanding on your Public Works permit and what you need to do to get this permit issued. The three comments and resolutions are summarized below followed by the steps you need to take to obtain your Public Works permit and, ultimately, final approval of your short plat. The three outstanding comments from Planning Division comment letter dated March 23, 2010, your solutions summarized from our meeting and the fax, and the City's response are detailed below. Planning Division Comment 1: "You are required to provide pedestrian (and garage if desired) access through the fence fronting South 148`h Street for Lot 1. Show on the PW plan set how the access will interact with the sidewalk, landscaped area, and street access. This requirement is from the TMC and item 39 on your short plat preliminary approval letter (L09 -034). It states: Item 39. Lot 1: setbacks: 20.' front north; 5' sides west and south; 10' second front east per TMC 18.50.070D which states: `In the case of corner lots, a front yard of the required depth shall be provided in accordance with the prevailing yard pattern...' The garage can face north or west, the front door shall face north to maintain the street presence of South 148th Street. Provide pedestrian access through the fence fronting South 148th Street if the garage does not enter to the north also." You are requesting to face the future house on Lot 1 to the east towards the private loop road and reduce the north front facing the public street from 20' to 10'. You are also requesting access to the garage from the loop road. A review of the code supports staff's original condition. In addition to the code citation included above, the condition was placed on your preliminary approval. Preliminary approval is an appealable decision and this decision was not appealed within the time period set forth (TMC 18.116) and as stated in your preliminary approval letter dated September 11, 2009 Finally, a site visit demonstrated that the prevailing yard pattern in the vicinity of your project is for homes to face the public street with a 20' or greater setback. As such, this condition needs to be met. Placing the driveway access off the loop road is acceptable to the City. Planning Division Comment 2: "I (Stacy) spoke with "Eddie" at the post office. He said he will be providing a letter to stating the Post Office approves the location and access of the mailboxes. Include a copy of his letter for our files." SM Page 1 of 2 H: \Complete projects \L09 -034 E09 -008 SidhuHomes\20100419 meeting response.doc 04/26/2010 6300 Southcenter Boulevard, Suite 0100 • Tukwila, Washington 98188 • Phone 206- 431 -3670 Fax: 206 -431 -3665 You have included with the fax a letter from the USPS approving the location of the mailboxes. You have also requested paving the area between the back of sidewalk and the mailboxes to allow access to the boxes The letter your Nye provided from the USPS meets the condition of approval. It is acceptable to the City to pave an area between the back of the sidewalk to the mailboxes. Planning Division Comment 3: "From short plat approval letter (L09 -034), item #34 states: `Where possible, combine driveway entrances to minimize curb cuts along the loop road sidewalk especially on lots 3 and 4, and on lots 8 and 9 or lots 6 and 9." You have asked to place eight 28' driveways, one for each house, along the loop road. During our meeting, you offered to combine driveways for lots 1 & 2 and lots 6 & 9 and reduce all driveways widths to 20' for single lots and 40' for shared driveways. The City clarified that a "combined driveway" means a single, shared driveway entrance. The City stated that the public works standard for residential driveways is 10 -20' wide. The goal is to minimize interruptions in the sidewalk (both in grade and in length) caused by driveway cuts. The City accepts combined driveways for lots 1 & 2 and lots 6 & 9 and reduced driveways widths to 20' for single lots and 40' for shared driveways. The fourth point in your fax was a request for the City to issue your Public Works permit. The comments above apply to both your Public Works permit and Final Short Plat. In order to obtain your permit and approval the following shall be addressed: To obtain your public works permit: Red -line the City's plan sets showing the paving from back of sidewalk to the future gate in the fence along the north side of Lot 1. Red -line the PW plan set to show paving from the back of sidewalk to the area directly in front of the mailboxes. The City will red -line the PW plan set to show 20' driveways on all lots and shared driveways of 40' serving Lots l& 2 and Lots 6 & 9. To obtain final approval of your 9 -lot short plat: Show building setback lines for all 9 -lots according to the preliminary approval red -lined plan set. The setbacks on Lot 1 shall be: 20' front north; 5' sides west and south, 10' second front east. The front door shall face north to maintain the street presence of South 148th Street. Include a note on the face of the plat that states "Future home on Lot 1 will have a front door facing north." Provide a pedestrian gate connecting the sidewalk to the north front of Lot 1. Please feel free to contact me with any questions at (206) 431 -3670. \Sincerely J:c 'ace DCD Director cc. PW06 -044, L09 -034 Dave McPherson, Development Engineer sm Robin Tischmak City Engineer 2 SM Page 2 of 2 04/26/2010 H: \Complete projects \L09 -034 E09 -008 SidhuHomes\20100419 meeting response.doc TO: FROM: DATE: APPLICANT: RE: ADDRESS: Laurie, Laurie Werle Stacy MacGregor April 30, 2010 Sidhu Homes PW06 -044 4615 S 148th St PLANNING DIVISION MEMO Revision #4 of this plan set has been red -lined by PW and is stamped by Dave. Mr, Singh needed to address the outstanding items in the attached letter. To obtain his permit, he needs to show the paving from the back of sidewalk to the area directly in front of the mailboxes and he needs to show paving from the back of sidewalk to the future gate in the fence along the north side of Lot 1. It is acceptable that he red -line the plans to show this. If I am here, I can approve his red -lines at the counter if that is acceptable to you. Thanks, Stacy 0 City of Tukwila Department of Community Development • Jim Haggerton, Mayor Mr. Gary Singh 4224 S. 148th Street Tukwila, WA 98168 Sent via email to garysingh2 @comcast.net; no hardcopy to follow. Jack Pace, Director April 23, 2010 Subject: Meeting to discuss Sidhu Homes 9 -lot Short Plat file numbers L09 -034 and Public Works permit PW06 -044 Dear Mr. Singh: Thank you for meeting with Robin Tischmak, Dave McPherson, Stacy MacGregor and myself on Monday, April 19 regarding your 9 -lot short plat. On April 14, 2010, you faxed me a response to the Planning Division comment letter dated 3/23/2010 regarding Public Works permit PW06 -044. The purpose of meeting with you was to discuss the three comments still outstanding on your Public Works permit and what you need to do to get this permit issued. The three comments and resolutions are summarized below followed by the steps you need to take to obtain your Public Works permit and, ultimately, final approval of your short plat. The three outstanding comments from Planning Division comment letter dated March 23, 2010, your solutions summarized from our meeting and the fax, and the City's response are detailed below. Planning Division Comment 1: "You are required to provide pedestrian (and garage if desired) access through the fence fronting South 148th Street for Lot 1. Show on the PW plan set how the access will interact with the sidewalk, landscaped area, and street access. This requirement is from the TMC and item 39 on your short plat preliminary approval letter (L09 -034). It states: Item 39. Lot 1: setbacks: 20.' front north; 5' sides west and south; 10' second front east per TMC 18.50.070D which states: `In the case of corner lots, a front yard of the required depth shall be provided in accordance with the prevailing yard pattern...' The garage can face north or west, the front door shall face north to maintain the street presence of South 148th Street. Provide pedestrian access through the fence fronting South 148th Street if the garage does not enter to the north also." You are requesting to face the future house on Lot 1 to the east towards the private loop road and reduce the north front facing the public street from 20' to 10'. You are also requesting access to the garage from the loop road. A review of the code supports staff's original condition. In addition to the code citation included above, the condition was placed on your preliminary approval. Preliminary approval is an appealable decision and this decision was not appealed within the time period set forth (TMC 18.116) and as stated in your preliminary approval letter dated September 11, 2009 Finally, a site visit demonstrated that the prevailing yard pattern in the vicinity of your project is for homes to face the public street with a 20' or greater setback. As such, this condition needs to be met. Placing the driveway access off the loop road is acceptable to the City. Planning Division Comment 2: "I (Stacy) spoke with "Eddie" at the post office. He said he will be providing a letter to stating the Post Office approves the location and access of the mailboxes. Include a copy of his letter for our files." SM Page 1 of 2 H: \Complete projects \L09 -034 E09 -008 SidhuHomes\20100419 meeting response.doc 04/26/2010 6300 Southcenter Boulevard, Suite 4100 • Tukwila, Washington 98188 • Phone 206- 431 -3670 • Fax: 206 -431 -3665 • • You have included with the fax a letter from the USPS approving the location of the mailboxes. You have also requested paving the area between the back of sidewalk and the mailboxes to allow access to the boxes The letter your have provided from the USPS meets the condition of approval. It is acceptable to the City to pave an area between the back of the sidewalk to the mailboxes. Planning Division Comment 3: "From short plat approval letter (L09 -034), item #34 states: `Where possible, combine driveway entrances to minimize curb cuts along the loop road sidewalk especially on lots 3 and 4, and on lots 8 and 9 or lots 6 and 9." You have asked to place eight 28' driveways, one for each house, along the loop road. During our meeting, you offered to combine driveways for lots 1 & 2 and lots 6 & 9 and reduce all driveways widths to 20' for single lots and 40' for shared driveways. The City clarified that a "combined driveway" means a single, shared driveway entrance. The City stated that the public works standard for residential driveways is 10 -20' wide. The goal is to minimize interruptions in the sidewalk (both in grade and in length) caused by driveway cuts. The City accepts combined driveways for lots 1 & 2 and lots 6 & 9 and reduced driveways widths to 20' for single lots and 40' for shared driveways. The fourth point in your fax was a request for the City to issue your Public Works permit. The comments above apply to both your Public Works permit and Final Short Plat. In order to obtain your permit and approval the following shall be addressed: To obtain your public works permit: Red -line the City's plan sets showing the paving from back of sidewalk to the future gate in the fence along the north side of Lot 1. Red -line the PW plan set to show paving from the back of sidewalk to the area directly in front of the mailboxes. The City will red -line the PW plan set to show 20' driveways on all lots and shared driveways of 40' serving Lots 1& 2 and Lots 6 & 9. To obtain final approval of your 9 -lot short plat: Show building setback lines for all 9 -lots according to the preliminary approval red -lined plan set. The setbacks on Lot 1 shall be: 20' front north; 5' sides west and south, 10' second front east. The front door shall face north to maintain the street presence of South 148th Street. Include a note on the face of the plat that states "Future home on Lot 1 will have a front door facing north." Provide a pedestrian gate connecting the sidewalk to the north front of Lot 1. Please feel free to contact me with any questions at (206) 431 -3670. Sincerely J 'ace 1CD Director cc. PW06- 044,,L09 -034 Dave McPherson, Development Engineer sm .74-;Ler Robin Tischmak City Engineer SM Page 2 of 2 04/26/2010 H: \Complete projects \L09 -034 E09 -008 SidhuHomes\20100419 meeting response.doc Meeting Agenda DATE: 4/19/2010 RE: PW06 -044, L09 -034 Response to fax dated 4/14/2010 regarding outstanding issues TO: Gary Singh, Jack Pace, Robin Tishmak, Dave McPherson, Stacy MacGregor Mr. Singh submitted a fax with 4 comments. The meeting will address these four comments as follows: Comment 1 is related to the setbacks and orientation of a future house on Lot 1. (Preliminary approval condition #39) Response: a. This is a condition of preliminary approval for the short plat dated 9/1/2009. Preliminary Approval is an appealable decision. This decision was not appealed and the appeal period is exhausted. b. Code requires the future home to orient its front door to the north. • For the Short Plat final, review the setbacks of all the houses on the short plat to restate for Mr. Singh the orientation of each home. • For the PW final, include a gate or driveway entrance in the fence along the north to provide access to the front of the house. Show the gate /ped path or the driveway on the PW plan set. Comment 2 is related to approval of the mailbox location. Response: a. The letter submitted satisfies this condition. This condition is met. /Comment 3 is related to the location and combining of driveways. (Preliminary approval condition #34) Response: a. A shared driveway combines two curb cuts into one curb cut. After crossing the sidewalk, the driveway flares in two directions to reach each home. The two examples shown under P -5 of Mr. Singh's fax do not illustrate a shared driveway. The purpose of a shared driveway is to minimize and reduce curb cuts in order to preserve _ >, _ disturbances to the sidewalk. b. As an alternative, provide a 6' wide easement to include a 4" curb, a 2' planting strip or driveway ramp, and a 4' sidewalk with no grade changes. See illustration. • 41 Comment 4 is related to permit issuance. a. To satisfy the conditions of your public works permit PW06 -044 and obtain final approval, address the two outstanding items (comment 1 and 3) detailed above. 1. Show the access (ped path or driveway curb cut) through the front fence of Lot 1 towards the future front door or garage of Lot 1. 2. Revise the driveways to reflect either combined driveways of 28' feet width serving 2 houses or show a 2' planting strip and a 4'sidewalk. Revise easement documents to reflect this. Upon making these changes, this permit should be ready to issue. b. To obtain final approval of your short plat (L09 -034): 3. Final the PW permit. 4. Revise the setbacks of the homes to correspond to the short plat red -lined plan set submitted as part of final approval. Other outstanding issues: • D07 -409 needs a planning final. As a condition of final approval, a survey is required to verify that the home meets code for height as defined in the building code. See building permit D07- 409 for all conditions. 1�a eta` c\ CA‘, &:),\)(scu+ ,D.O\ ce--U\sL Pa Psixrf\,/-3K- tc))\a.9.. u.asvvu 63-VAYeaci.A6 Issue: The City is requiring a future home of a lot fronting a public street and a private road to have the front door face the public street. Justification for this requirement: TMC 11.04.040 Definitions 34. "Frontage" means that portion of the development site abutting public right -of -way; provided, however, in the case of developments sites which are not substantially rectangular, such as "pipe- stem" Tots, the frontage shall be equal to the greatest linear distance of the lot which is parallel to the public right -of -way. In the case of corner lots, "frontage" means any portion of the development site abutting any public right -of -way. 35. "Fronting" means abutting a public right -of way or public rights -of -way. TMC 18.50.070 Yard Regulations D. In the case of corner lots, a front yard of the required depth shall be provided in accordance with the prevailing yard pattern, and a second front yard of half the depth required generally for front yards in the district shall be provided on the other frontage. Preliminary Approval The applicant received preliminary approval for his short plat (L09 -034) on 9/11/2010. Preliminary approval included the following: 39. Lot 1: setbacks: 20' front north; 5' sides west and south, 10' second front east per 18.50.070D which states: "In the case of corner lots, a front yard of the required depth shall be provided in accordance with the prevailing yard pattern..." The garage can face north or west, the front door shall face north to maintain the street presence of South 148th Street. Provide pedestrian access through the fence fronting South 148th Street if the garage does not enter to the north also. 40. Revise the setbacks per the red -lined plan set. This decision was appealable to the Hearing Examiner. An appeal was not filed. The approval letter states; "If no valid appeals are filed within the time limit the decision of the Department will be final." Comprehensive Plan Policies Policy 7.6.4 Support single - family residential in -fill housing that is in harmony with the existing neighborhood as a means of achieving adequate, affordable, and /or diverse housing. Policy 7.6.6 Develop single - family regulations that encourage compatibility with the existing scale of residential structures in the neighborhood, provide an appropriate relationship of lot area, building scale, and building siting, and maintain a sense of community (e.g. mature trees, pedestrian scale, sensitive transition between public and private spaces). Response to Mr. Singh's fax to Jack Pace: Comment 1. As demonstrated above, the applicant the front of a future house on lot 1 shall face the public right of way. There is no code requirement to have the access from the public right of way to the front door of the house. Mr. Singh built a 4' +, non - compliant, stucco faced masonry fence along the right of • • way. The fence height will need to be lowered to meet code as fences over 4' in height are not allowed in the front yard of a home. It may be possible to "lower" this fence by increasing the surrounding grade. It is assumed that Mr. Singh does not want to put a gate in this fence. Code does not require this specifically, but the comprehensive policy 7.7.6 supports the request to place a gate in the fence along the public right of way /front yard. Comment 2. Include this letter in your resubmittal to satisfy this requirement. Comment 3. Provide a design that shows the combining of driveways. It is not clear if the detail provided shows what you feel you cannot do or how you would combine driveways. The intent of combining driveways is to maintain as much sidewalk length along the loop road. Planning has not seen a plan showing driveways combined for Tots 1 and 2, and lots 6 and 9. Provide a plan in your resubmittal that illustrates this. Avoid "combined" driveways as shown with the "bump" in the first detail on page 5 of your fax. Comment 4. In order to obtain approval of your permit, submit plans that reflect the requirements detailed by staff and provided in your preliminary approval letter. While your project has gone though multiple iterations, it has also changed in scope from a 4 lot short plat to a 9 lot short plat. Review of the public works permit showing a 9 lot short plat started August 25, 2009. Since this time, the comments from staff have not changed and reflect the conditions of the preliminary approval letter sent to you in September of 2009. When you submit plans that meet the conditions of the preliminary approval letter, your permit will be issued. o • Jack Pace - Request to get approval for PW06 -044 Page 1 of 1 From: To: Date: 04/15/2010 9:54 AM Subject: Request to get approval for PW06 -044 Dear Jack, I send the fax yesterday in which i submitted my response to last 3 comments from Stacy. Hopefully they are satisfying to get the approval for the PW permit. Honestly i am getting to the point if it do not have the approval this time i may gave up on this project and go in different direction. 4 lot short plat got preliminary approval in 2006 and that time all the set backs and faces of all four houses were accepted as they were submitted and they were facinaio.,,East. Anyhow i want to know what did we decided? Thanks for your understanding and kind help. Gary Singh file: / /C: \Documents and Settings \user \Local Settings\ Temp \XPgrpwise \4BC6E23Etuk -m... 04/15/2010 RECEIVED ' APR 14 2810 COMMUNITY DEVELOPMENT �p • 2 Ack. Paco RL pn ea.c \L.,,' Lot t -t '771 1 LA ‘--6( 11 (r -i ejV ij eil lj to 97/ 6 errviy ea-I/lee-4'7)47 5iud- P/d isSives, MA-1 vtch.e. +1 1 s 0 10--- 2(4q,\So0 .--Tv,cm,v,s, N. ice. n e. n qu‘ Gi.e/►'cS s is; 61-y3 � 61-y3 i K � • City of Tukwila Department of Community Development 6300 Southcentcr Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431.3670 Web site: hrrp: //www.ci.lukwila,wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0/1— 03 Plana Check/Permit Number: PW06 -044 O Response to Incomplete Letter # Q� Response to Correction Letter .# 5 O Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: Sidhu Homes, Inc. - 9 Lot Short Plat Project Address: 4615 S 148th St Contact Person: Summary of Revision: Phone Number: 7.-005 — 24/4/49 0) - c•1' -../ u1 d-c^ -� °� V c wnnkS 4 4E C611') -'ice —T- Ja cl( trice Sheet Number(s): — G PweeS (l�C,� "Cloud" or highlight au arc;us of revision including date o revision Received at the City of Tukwila Permit Center by: O Entered in Permits Plus on 14MppliuO0Q9Worms- Applications on Liee12OO9 -O8 Revision Submiad.doc Created: 8-i 3-2OO4 Revised 6-2009 ), • To, The Planning Department City of Tukwila, Project Name & address & Permit #; Sidhu homes Inc. 4615 S.148thst. PW #06 -44 The response to the comments is as follow; 1. Lot # 1 have front yard facing to East and have 20' set back. Rear yard is facing to the West and have 10' set back. One of the side is facing to the North and is also have 2nd front so the set backs are 10' and the other side is facing to the South have 5' set back. All the set backs are per TMC rules. The garage is going to face to the East as shown on submitted PW permit app. Per .TMC rules there is no such requirement for pedestrian access on the 2'7"i-front (side).Not only that if we will make an access on the side as asked it will open the doors for unnecessary access to.the public through the new owners private property which make no sense to me. It will be not good for the security of the house. So I request you to please accept the front of the house facing to East. The house # for lot 1 is 14609 and it is on new 46th lane perRfire irtept. address list. Please see the attached list of • address for this project. Page -2. 2. Please find the attached letter of approval from post office for the location and access of mailboxes. Page -3 3. The location of the driveways is shown combining lot 1 and 2, then 6 and 9. It is not possible to combine the driveways of lot 3 & 4 to accommodate the utilities such as electric, cable and ph. Etc. More combined driveways would present a less than desirable appearance for this particular development and could lead to confusion for people visit these properties. There is no particular Requirement per TMC of location of driveways. Sc. . P-5gv 0610.11 P_54 4. This project has gone through Tots of revisions since 2006 and every time I . go through a revision it cost me money and time. I like to request you to please issue me the permit. Yours Sincerely, (f -"-1.c • • New addresses for Gary Singh residential project in the 4600 block of S. 148th Street per the drawing dated 10/3/07 (addresses based on the hand written lot numbers). Lot 1 — 4615 South 148th Street has been changed to( 14809 — 46th Lane South on April 13, 2010 Lot 2 —14811 -- 46th Lane South Lot 3 — 14817 — 46th Lane South Lot 4 —14825 — 46th Lane South Lot 5 — 4635 South 148th Street. Lot 6 — 4637 South 148`" Street. Lot 7 —14816 — 46th Lane South Lot 8 —14831 — 46th Lane South Lot 9 —14837 — 46th Lane South Lot 10 -- 14834 — 46th Lane South Lot 11 —14828 —46th Lane South Lot 12 4645 South 148th Street. UNITED STATES POSTAL SERVICE March 23, 2010 Sidhu Homes 4615 S 148th St Seattle WA 98168 Mr. Homes, • • Your letter carrier indicated that mailboxes at your site where in question by the Planning Division. Upon review of the site, the current location of the mailboxes is approved by the Postal Service. Please contact us at 206 -241 -7061 if you have questions. Thanks in advance. Eddie Lee Smith Supervisor, Customer Services 15250 32 11Q Ave S Seattle WA 98188 -9998 1- 800 -ASK -USPS l • DATE: APPLICANT: RE: ADDRESS: March 23, 2010 Sidhu Homes PW06 -044 4615 S 148th St • • PLANNING DIVISION COMMENTS The plans as submitted are not approved. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. This proposal is to install the infrastructure required to obtain final approval for short plat L09 -034. Conditions of permit L09 -034 that need to be addressed to approve this PW permit include: 1. You are required to provide pedestrian (and garage if desired) access through the fence fronting South 148th Street for lot 1. Show on the PW set how the access will interact with the sidewalk, landscaped area, and street aocess. This requirement is from the TMC and item 39 on your short plat preliminary approval letter (L09 -034). Tt states: i. 39. Lot 1: setbacks: 20' front north- 5' sides west and south; 10' second front east per TMC 18.50.070D which states: `In the case of corn a front yard of the required depth shall be provided in accordance with the prevailing yard pattern...' s e garage can face north or west, the front door shall face north to maintain the Street presense of Sou 148th Street. Provide pedestrian access through the fence fronting South 148th Street ifthe garage does not - er to the north also." No house plans have been approved for this lo and the wall fronting the street was built without a permit. 2. 1 spoke with "Eddie" at the post office. He said he will be providing a letter to stating the Post Office approves the location and access of the mailboxes. Incl de a copy of his letter for our files. 3. From short plat approval letter (L09 -034) minimize curb cuts along the loop road si driveways shown are not combined. The length) caused by driveway cuts. item #34 states: "Where possible, combine driveway entrances to ewalk especially on lots 3 and 4, and on lots 8 and 9 or lots 6 and 9 " The oal is to minimize interruptions in the sidewalk (both in grade and in - V/ ,rte. V • • • Si; Ozwric- t I . .• V • Lo s wit\ &ye- \ • . • • . • ; • . ; •••••••:„... • • •• :" , . , .1/ U.161.424.104 . tI • .„ 6dile*-- Loot Fin :5 ;•L ,-d4-y DATE: APPLICANT: RE: ADDRESS: March 23, 2010 Sidhu Homes PW06 -044 4615 S 148th St • • PLANNING DIVISION COMMENTS The plans as submitted are not approved. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. This proposal is to install the infrastructure required to obtain final approval for short plat L09 -034. Conditions of permit L09 -034 that need to be addressed to approve this PW permit include: 1. You are required to provide pedestrian (and garage if desired) access through the fence fronting South 148th Street for lot 1. Show on the PW set how the access will interact with the sidewalk, landscaped area, and street access. This requirement is from the TMC and item 39 on your short plat preliminary approval letter (L09 -034). It states: i. 39. Lot 1: setbacks: 20' front north; 5' sides west and south; 10' second front east per TMC 18.50.070D which states: `In the case of corner ltos, a front yard of the required depth shall be provided in accordance with the prevailing yard pattern...' The garage can face north or west, the front door shall face north to maintain the street presense of South 148th Street. Provide pedestrian access through the fence fronting South 148th Street ifthe garage does not enter to the north also." No house plans have been approved for this lot and the wall fronting the street was built without a permit. 2. I spoke with "Eddie" at the post office. He said he will be providing a letter to stating the Post Office approves the location and access of the mailboxes. Include a copy of his letter for our files. 3. From short plat approval letter (L09 -034), item #34 states: "Where possible, combine driveway entrances to minimize curb cuts along the loop road sidewalk especially on lots 3 and 4, and on lots 8 and 9 or lots 6 and 9." The driveways shown are not combined. The goal is to minimize interruptions in the sidewalk (both in grade and in length) caused by driveway cuts. TITLE 18 — ZONING 18.06.943 Wireless Telecommunication Carrier "Wireless Telecommunication Carrier" means any person or entity that directly or indirectly owns, controls, operates or manages any plant, equipment, structures or property within the City for the purpose of offering wireless telecommunication service within the City. lOrd. 2135 §2(parti, 2006) 18.06.945 Yard "Yard" means a required open space unoccupied and unobstructed by any structure or portion of a structure from 30 inches above the general ground level of the graded lot upward. ;Ord. 1758 o 1(;;3r), 199511 18.06.950 Yard, Front "Front ard_' means a yard extending between side lot lines across the front of a lot. In MDR and HDR zones, this shall also include areas adjacent to `access roads'. (Ord. 1758 61 (part), 1005) 18.06.955 Yard, Rear "Rear yard" means a yard extending across the rear of the lot between inner side yard lines. (Ord. 1758 y1; part;, 19951 18.06.960 Yard, Second Front "Second front yard" means any yard adjacent to a public street that is not a front yard as defined in the Definitions chapter of this title. (See also the Supplemental Development Regulations chapter of this title and Figure 18 -4.) (Ord 1758 61 (part /. Ms) 18.06.965 Yard, Side "Side yard" means a yard extending from the rear line of the required front yard to the rear lot line, or in the absence of any clearly defined rear lot line to the point on the lot farthest from the intersection of the lot line involved with the public street. ,'Ord. 1748 ,', Clectytj ge0/6- Pc7 Fle8tA r\ cTte t " "" `" Chapter 18.08 DISTRICTS ESTABLISHED - MAP Sections: 18.08.010 18.08.020 18.08.030 18.08.040 18.08.050 Use Districts Unclassified Areas Official Zoning Map Rules of Interpretation Title Compliance 18.08.010 Use Districts In order to classify, segregate and regulate the uses of land, buildings, and structures, the City is divided into the following use districts: LDR Low Density Residential MDR Medium Density Residential HDR High Density Residential MUO Mixed Use Office 0 Office RCC Residential Commercial Center NCC Neighborhood Commercial Center RC Regional Commercial RCM Regional Commercial Mixed -use TUC Tukwila Urban Center C /LI Commercial /Light Industrial LI Light Industrial HI Heavy Industrial MIC /L Manufacturing Industrial Center /Light MIC /H Manufacturing Industrial Center /Heavy TVS Tukwila Valley South PRO Public Recreation Overlay SOD Shoreline Overlay SAOD Sensitive Areas Overlay Ord. 175.8 ; f t y' 5/ 18.08.020 Unclassified Areas All lands not classified according to the classification in TMC 18.08.010 on the official zoning map, and all lands, if any, of the City not shown on the official zoning map, shall be considered unclassified and, pending future classification, shall be subject to the restrictions and regulation of the LDR District. 1758 §1 parr,. 1995) 18.08.030 Official Zoning Map A. The boundaries of the use districts as outlined in TMC 18.08.010 are shown on the official zoning map (Figure 18 -10) which, together with all explanatory matters thereon, is hereby adopted by reference and declared to be a part of this title. The regulations of this title governing the uses of land, buildings and structures, the height of buildings and structures, the sizes of yards about buildings and structures, and other matters set forth in this title are hereby established and declared to be in effect upon all land included within the boundaries of each and every district shown upon said zoning map. Printed January 2007 Page 18 -25 • • ci-vo, Pe) oversee telecommunications carriers, services and cable operators on a national level. 32. "Franchise" is an agreement required with any telecommunications carrier or cable operator who desires to construct, install, operate, maintain or otherwise locate facilities in rights -of -way, and to also provide telecommunications or cable services to per- sons or areas in the City. 33. "Franchised Utilities" means utilities that have City Council approval to use City rights -of -way for the purpose of providing their services within the City. i— 34..:_ "Frottlaze " means that portion of the devel- opment site abuttin. sus is ri; t -o -wa ' provided, Tiowever, in the case o developments sites which are not substantially rectangular, such as "pipe- stem" lots, the frontage shall be equal to the greatest linear distance of the lot which is parallel to the public right -of -way. In the of r , "fr" means li any porf t of the development case corner site lots abutting ontage any pubc right -o way. ion 33�5.,," s�L' " { means saabuutting a public ri ght -of- way or -piihli rig ts-ia `__ 36. "Grantee" means the holder of a franchise or a right-of-way license. 37. "Hazardous Waste" includes any and all such materials as defined by RCW 43.200.015 (radioactive wastes) and RCW 70.105.010(5), (6) and (15) (other hazardous wastes), now or as hereafter amended. 38. "Installer" means the person or organiza- tions who actually and physically hangs the banner over the public right -of -way and who has the required skill and equipment to properly and safely hang the banner. The Director will maintain a list of approved installers having the required skill and equipment to properly and safely hang banners. 39. "License" is an agreement with any telecommunications carrier who desires to construct, install, operate, maintain or otherwise locate telecom- munications facilities in rights -of -way and to also provide telecommunications services exclusively to persons and areas outside the City. 40. "Maintain or Maintenance" means mow- ing, trimming, pruning (but not including topping or tree removal), edging, root control, cultivation, reseed- ing, fertilization, spraying, control of pests, insects and rodents by nontoxic methods whenever possible, watering, weed removal, and other actions necessary to assure normal plant growth. 41. "Minor Addition, Replacement, or Reloca- tion" includes the installation of secondary conductors, changing wire size or type, pole replacement, reloca- tion of poles at a distance of not more than 50 feet, replacing secondary wire with primary wire to serve not more than two new customers, hardware replacement on existing poles, and the like. 42. "Municipal Excavator" shall mean any agency, board, commission, department or subdivision TITLLA — RIGHT OF WAY USE of the City that owns, installs, or maintains a facility or facilities in the public right -of -way. 43. "New Electrical or Communication Ser- vice" means installation of service lines to a building where none existed before, and shall not include restorations and repairs. 44. "Nonconforming Paved Street Surface" means asphaltic concrete or cement concrete street sur- face that does not conform to the current "City of Tukwila Infrastructure Design and Construction Standards," but that the Director finds to be adequate for projected vehicular traffic. 45. "Nonprofit" means not for monetary gain. 46. "Notice and Order" means a written doc- ument initiating a civil proceeding in accordance with TMC Chapter 8.45. 47. "Occupant" means a person who is occu- pying, controlling or possessing real property, or his or her agent or representative. 48. "Off-Site Street System and /or Utility Sys- tem Improvements" means such improvements as are defined in TMC 11.12.030. 49. "On -Site Street System Improvements" means street system improvements that are required to be constructed on public right -of -way adjacent to the frontage of the development site and extending to the centerline of the public right -of -way. 50. "Open Video System" means those sys- tems defined and regulated as Open Video Systems by the FCC, pursuant to Section 653 of the Federal Communications Act of 1934, as amended, 47 U.S.C. 573. 51. "Oral Directive" means a directive given orally by City personnel to correct or discontinue a spe- cific condition. 52. "Ordinance" means the City of Tukwila Telecommunication Ordinance, Chapter 11.32 of the TMC. 53. "Overhead Facilities" means telecommu- nications and /or cable facilities located above the sur- face of the ground, including the underground supports and foundations for such facilities. 54. "Owner" shall mean any developer or person, including the City, who owns any facility or facilities that are or are proposed to be installed or main- tained in the public right -of -way. 55 "Paved Street Surface" means street surface that is either standard street surface or noncon- forming paved street surface. 56. "Permit" means a document issued by the City granting permission to engage in an activity that involves the use of the public right -of -way. 57. "Permit Center" means the central location for applying for permits. 58. "Permittee" shall mean the applicant to whom a permit to use the public right-of-way has been granted and thereby has agreed to fulfill the require- ments of TMC Title 11. Printed January 14, 2003 Page 11 -3 SitiartZone Communications eter SmartZone Communications Center • Page 1 of 1 garysingh2 @comcast.ne + Font size - Singh, Gary (a.k.a.) Sidhu Homes - 9 Lot Short Plat at 4615 S. 148th Street - L09 -034 From : David McPherson <dmcpherson @ci.tukwila.wa.us> Subject : Singh, Gary (a.k.a.) Sidhu Homes - 9 Lot Short Plat at 4615 S. 148th Street - L09 -034 To : garysingh2 @comcast.net Cc : Stacy MacGregor <smacgregor @ci.tukwila.wa.us> Mon Oct 5 2009 10:22:54 AM (p1 attachment Gary, (1) Exhibit Legal Description for - 'New Private 5' easement for sidewalks & utilities' (looks good). (2) Exhibit Legal Description for - 'Water easement for Water District #125' (looks good). (3) Exhibit Legal Description for -'New Private 20' easement for ingress, egress and utilities' (looks good). (4) Map Exhibit text for above easements should be revised. Map Exhibit shows "Portion of City of City of Tukwila" and "Short Plat File No. 1096- 034 ". (5) Portion of Short Plat Survey Site Map sheet 3 of 4 needs to be revised. (See enclosed.) Let me know, if you have questions /comments. Thank you. Dave portion of 3 of 4 survey map 100509.pdf -17 127 KB httn: / /sz0137.ev.mail.comcast. net /h/Drintmessa2e ?id= 57063 &xim -1 1/26/2011 Map Exhibit Not to Scale PORTION OF CITY 0 CITeF _TU A SHORT PLAT FILE NO. L096 -034 p Northeast corner Tract 2/. Northwest corner Tract 3 TPOB 5' sidewalk So. 148th St. easement —� 20.00' S87' 031 ortheast corner Lot 3/ Northwest corner Tract 4 59 05 E N87'59'05 "W n 20.00'; 5.00' N87'59'05 "W au LOT 1 --f- 15 --New Private 20' easement ' I 5.00' for ingress, egress and utilities .---- 11—New water Line o �, easement N 1 ° ▪ co 2LOT 7 U N : 0 w (/) N 1- O V1 a N O: - c W in t-;" W �� _ I • W In .73 N 0) COQ N NO ^Nih 10 ys Oj 4-0 ckj St 6 • W 1 n . - Y N n on (3) `�O't O a0M00 a0 •o in tri 3 o - � T:5 GePti l ✓�Ger Z� —0 z Cl. `� c z a s Z E� I o zw LOT 2 LOT 3 (2) L= 62.27' R =40.00 A=8911'59" LOT 4 / 1 L= 70.06' R =45.00 A=89'11'59" N New Private 20' easement for ingress, egress and utilities N88'46'34" L=31.14' 5.00\ R =20.00 LOT 5 0= 89'11'59" R =20.00 L=31.69' = 90'47'29" S87'S9'05 "E 86.20' S87'59'05 "E 86.20 d 86.20' S87'59'05 "E R=45.00 L= 71.31' 0 = 90'47'29" 3 11 1 N88'46'34 "W 5.00' (4) � w e70 QM N�I oo N z y I R =40.00 L= 63.38' I / / a = 90'47'29" LOT 8 LOT 6 e Trap /s� Ho' m� BLOCK - 7.—New water Line 30.007 I, easement S88'46'34 "E LOT 9 1'05•E 126.4' (P) SIDE UNITS OF THE PATE SIDEWALK IS sarstst 128.23' (c) 126.4' (P). `S V Private easement --- ' for sidewalk & utNRbs Rec. # I LOT 1 1 Address - #4615 10'I uildln Setback Lines (TYP) '7i 5" r ALL HAVE FOUR. (4) I COITION TO ANY PLANT ONE (1) r; I 11111.1 MULTIPLE • r THE FRONT WHERE 6 I WITHIN 150 FEET BY VEHICULAR AD .TO BE DECLARED 'AWING:. ON BOTH s obtained by direct d Ilneer relationships Id theodolite and *lamented by o • r exceeds the 2•130 -090. D easement) 'easement) g easement) i easement) g easerrient) g easement). ng easement) Pg easement) 104 I 1 10'l to t$ 10' ( 20. 120' la 1'- If LOT 2 Address I 114611 (Tax Lot 10042000130) 1 1 1 1 1 J 2 AC 0 12 N n co ..20 S875 20.00' LOT 3 Address - 114817 'II i'. it 68739'05'E 126.23' 68.01' «. rg i of .. _rk0 VS 0. 19635 033' west •~•x e 128.4' P 58.22' Found rebel- . w /cop 20' LOT 4• Address - 14825 (2) 587'59 0.5`E 'rL LOT 5 Address •• #14816 BUILDING SETBACK LINES MP) I el S87•59'06'E orthwest comer Tract 4 20.00' 2 04 B c • g I LOT • 7 • Ig I Address I «g 1 145 o ea • 88.20 (Tm. Lot lip 0042000140) S87'59 97.83' 5' 1 10' 120 1 1 4 I (Parcel B — BLA L05 -077 -W I Rec. /20060411900016) ,N• I '' LOT-8-< 2 b tz° Address - #14828 / Y � ' -// 86.20': 58739705'E b •' Private easement for sidewalk et utYltles Rea: # • LOT 6 Address - 1 14831 (3) N 20' I r 2D 0 5 5'26°W o O • vW R 1 (1 (Tax Lot 1)042000144 j House #4847 Final Permit #007 -277) I Building Setback Lines (TYP) 134.14' 588'00' J . 1 rApproxlmote line 1 I N slope greater the. 15'1 Original Tract line ° ew Water Lino easement 1 Rec. If LOT •9 Address - #14837 (P 9 25909002) (4) S87'59'051 i! 195:59' x--15 BUFFER AREA • m THE 15' BUFFER 1 BE ALTERED OR I INCLUDE NO PLANTP C OR ON THE STEEP S WITH 15'I. I' 1 11 "—Approximate Tine of /slope greater that 4C (Parcel B — BU I • Rea X200604111 /C1 P�p4g01j of Spry. 3 oF¢ C!TY OF TUKWILA KING COUNTY, W SHORT PLAT FIL LEGEND ® Concrete Monument in Casa 31 Tack In Lead or Nei & Disk o est mbar w /cap 03604 • Found pipe or rebar Me Hydrant M� 4s Street Tree (applicant to ` determine location) Street SEE PACE 4 Cr 4 FOR CONTROL 128.2312288.4' (P) (1) 05.E 128.23' a 126.4' P 68.01' 58.22' RECORDING NO. VOL/PAGE 1 blob • 30 ft. leses• 1F 047 ' Sexisting firs hydrant —S lA wu PROPERTY NOTES: 1. SETBACKS ARE FROM THE OU74DE OMITS OF THE PRIVATE ACCESS ROAD. THE PRIVATE SIDEWALK IS INCLUDED IN THE SETBACK. 2. PARKING REQUIREMENT: FUTURE HOMES TO BE BUM WILL HAVE FOUR (4) DRIVEWAY PARKING SPACES IN ADDITION TO ANY GARAGE SPACES 3. LANDSCAPING REQUIREMENTS: AU. LOTS WILL BE REQUIRED TO PLANT ONE (1) H I TREE IN THE FRONT YARD. LOTS WITH MULTIPLE .- FRONTS SHALL AIM A TREE TO 1HE FRONT %MERE I THE FRONT DOOR IS LOCATED. 4. A FIRE HYDRANT IS REQUIRED WITHIN 150 FEET OF ALL STRUCTURES MEASURED BY VEHICULAR 10'1 TRAVEL L S. INGRESS /EGRESS ACCESS ROAD TO BE DECLARED n — AND SIGNED 'FIRE LANE - NO PARKING ON BOTH SIDES. 8. ROO data to this survey was obtained by dhect field measurements. Mgulor and linear relatonoups were measured with o nix second theodolite and electronic measuring device. supplemented by o steel tope. This survey meets or exceeds the standards contained h WAC 332- 130 -090. . ent— & i utfitles LOT 1 Address • /4815 t5 LOT 2 Address • /14811 (Tax Lot 0042000130) LOT AREAS LOT 1 • 8.233 eq.ft (exdudng easement) LOT 1 • 9,784 eq.fL (htoludhg comment) LOT 2 • 8.232 emf1 (excluding easement) LOT 2 • 9.783 nq.ft. (including easement) LOT 3 • 8.231 sq.ft (excluding easement) LOT 3 - 8,867 eq.ft (including easement) LOT 4 • 10,298 eq.ft (excluding easement) LOT 4 • 10,784 0.8 (b dudrng easement) LOT 5 • 5835 emit (excluding easement) LOT 5 • 11,530 styli (Including easement) LOT 6 • 10,838 eq.ft. LOT 7 • 10,526 eq.ft (excluding easement) LOT 7 • 13,226 eq.fL (Mduding easement) LOT 8 • 14,874 eq.% (excluding easement) LOT 8 • 15.893 sq.R (including easement) LOT 9 • 21,295 eq.ft (excluding *casement) LOT 9 • 21,788 eq.ft. (including easement) Private 20' Ogres., egress, utilities Easement Arco • 11,064 eq.fL tfMrj; u• tog Found rebor w /cap /19635 0.33' west 20'1 S87'59'051 20.00' !O. II Ps LOT 3 Address - 814817 kP°66181 (Tea Lot 0042000144 1 (Tax H pew) 45 Houss 7 Md Permit /D07 -277) BuUd8g Setback Unes (TYP) 134,14'1 n S L 197' 28'W I f- Original Tract line ' — —VW r1 10'1 L LOT 4 Address • #14825 (2) 128.18' (c) 128.4' (P) 118501'32 5 (19) 15 BUFFER AREA NOTE E 15' BUFFER AREA CANNOT BE ALTERED CR DISTURBED TO INCLUDE NO PLANTINO OR CONSTRUCTION dyl2l'7HE BUFFER OR ON THE STEEP OPES. 3' t Found rebor w /Cop 19835 - comer 1.0' saute - 227' n west of sale Ppeition. & 0.45' (18) (17) 232.3 N88D1'32'W (16) SVR VEY FOR: Sldhu Homes. In 4228 So. 148th Street Seattle. WA SCHROETER ®LAND SURVEYING PROFESSIONAL LAND SURVEYORS Pp em, e3, Scaler. VoWtgtan 99062 MOW 642•fe21 TAX i200243 -9673 OWN. BY DATE 10/17/06 .08 NO. 497/21 LAW DATE 21010 8/28/06 PROJECT 110.06228 CHKD. BY REVISED 9/30/09 SCALE 1.- 30 SHEET 3 or DATE: APPLICANT: RE: ADDRESS: September 11, 2009 Sidhu Homes PW06 -044 4615 S 148th St PLANNING DIVISION COMMENTS The plans as submitted are not approved. Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. This proposal is to install the infrastructure required to obtain final approval for short plat L09 -034. Conditions of permit L09 -034 that need to be addressed to approve this PW permit include: 1. The new sidewalk is to be located from the western side of 4615 S. 148th Street to the western side of the driveway at 4647 S 148th Street. Continue the sidewalk east across this length as it stops on the plans at the property line of 4647 S 148th Street. 2. Landscaping is to be provided between the back of sidewalk and the northern property line. A tree shall be placed every 30 lineal feet excluding curb cuts. Evergreen Magnolia "Little Gem" is recommended not required. 3. In your planting plan, include the following notes: a. Planting area shall be tilled to a depth of at least 18 inches. b. Till in three inches of compost across all landscaped areas. c. Mulch is to be kept away from woody stems and crowns of perennial plants. d. Planting pits must be only the depth of the existing root ball or else the bottom of the planting pits must be compacted prior to planting to insure there is no settling. (Modify the planting details to reflect this.) e. Root balls of potted and B &B plants must be loosened and pruned as necessary to ensure there are no encircling roots prior to planting. At least the top half of burlap and any wire straps are to be removed from B &B plants prior to planting. 4. The height of opaque fences along the street frontage is limited to 4 feet, with lattice or other open material allowed up to 6 feet per TMC 18.50.070. Since it may be necessary to build up the ground elevation to achieve this, consider this in the design of your frontage improvements so that the existing fence will meet code. 5. You are required to provide pedestrian (and garage if desired) access through the fence fronting South 148th Street for lot 1. Show on the PW set how the access will interact with the sidewalk, landscaped area, and street access. 6. Address in the design how mail will be collected and how the mailboxes in the fence will be accessed by residents and the postal carrier. 7. Show curb cuts from the lots to the loop road. Show the cross section and materials to be used for the road, sidewalk, and private driveway. The sidewalk and loop road shall be of different materials to create a visual separation. Where possible, combine driveway entrances to minimize curb cuts along the loop road sidewalk especially on lots 3 and 4, and on lots 8 and 9 or lots 6 and 9. 0 City of Tukwila • Jim Haggerton, Mayor Department of Community Development Sent via email to lorime @mail.com (no hard copy to follow) Laurie Schwan 4810 S 150th Street Tukwila, WA 98188 Dear Ms. Schwan, Jack Pace, Director August 7th, 2009 Thank you for taking the time to comment on the Sidhu Homes 9 -lot short plat. Your comments have been reviewed by the City's planning and public works departments and the comments from the two departments are detailed below. The City's zoning code guides development in the City and sets limits on the allowed lot area, building footprint, and building height among other things. The proposed 9 -lot short plat will need to meet the City of Tukwila's zoning code specifications prior to approval. The lot sizes are actually larger than the minimum size allowed per code and fewer houses are proposed than code allows. Two of the proposed lots (Lots 8 & 9) have steep slopes located within their parcels. A geotechnical evaluation will be required as part of the building permits for these lots. A Geotechnical Engineer will determine the required buffer distance between the new houses and the edge of the slope / ravine. Tree clearing along the slope is only permitted in very limited circumstances (such as a hazardous tree) and no tree clearing on the slope is proposed by the applicant. The applicant was contacted regarding the two existing maple trees and the cedar tree located approximately midway across the parcel along the south border. The applicant agrees to retain these trees and the SEPA decision will require they are retained as a condition of approval. A geotechnical report/evaluation will determine if downspouts and driveways for the new houses located on proposed Lots 8 & 9 will connect to the proposed off -site storm drainage conveyance system. The entire storm drainage system for the project will be designed per the 1998 King County Surface Water Design Manual. The Owner /Applicant of the proposed 9 -lot short plat, will be required to shall sign with Notary, a Sensitive Areas Ordinance Hold Harmless Agreement with the City. A Washington State Licensed Professional Engineer is required to design this project per the 1998 King County Surface Water Design Manual. In addition, a geotechnical report/evaluation is required to address individual house foundation construction and address the steep slope issue. Construction activities for this Short Plat and the future Buildings will be required to meet City of Tukwila standards and specifications. Temporary and permanent erosion control will be implemented, inspected, and maintained as part of this project. There are no signs along S. 148"' Street within this area designating a school zone crossing. Children may be walking to school along S. 148th Street and along 46th Ave. South, as there is an Elementary school next to S. 150th Street to the South of this development. Any resident in this area should be aware of this and drive with caution and follow safety rules. Again, thank you for taking the time to comment on this project. If you have additional question or concerns please feel free to email or call me at smacgregor @ci.tukwila.wa.us or 433 -7166. Sincerely, (Signature on file) Stacy MacGregor Assistant Planner cc: Dave McPherson, Development Engineer File E09 -011, File L09 -034 SM Page l of l H: \L09 -034 E09 -008 SidhuHomes \Citizencomments# 1.doc 08/06/2009 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206 - 431 -3665 August 7`h, 2009 o • City of Tukwila Department of Community Development Edna Romero 4455 S 148`h Street Tukwila, WA 98168 Dear Ms. Romero, Jim Haggerton, Mayor Jack Pace, Director Thank you for taking the time to comment on the Sidhu Homes 9 -lot short plat. Your comments have been reviewed by the City's planning and public works departments. The City's Public Works Department will look into your request for a stop sign or signs at the South 148th Street and 46th Avenue South intersection. The Department needs to analyze the present and historical conditions of this intersection to determine if a stop sign is warranted at this location. The Public Works Department will be contacting you regarding your comments. Additionally, I spoke with the applicant and he will be speaking with his contractors and construction workers asking them to be especially vigilant at this intersection. Again, thank you for taking the time to comment on this project. If you have additional question or concerns about the intersection please contact the Robin Tischmak of the Public Works Department at 206 - 431 -2455. Sincerely, (Signature on file) Stacy MacGregor Assistant Planner cc: Bob Giberson, City Engineer Robin Tischmak, Senior Engineer File E09 -011, File L09 -034 SM Page l of l H:\L09 -034 E09 -008 SidhuHomes \Citizencomments #2.doc 08/06/2009 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206 - 431 -3665 • Stacy MacGregor - 9 -lot short plat and SEPA for Sidhu Homes From: To: Date: 07/24/2009 6:08 AM Subject: 9 -lot short plat and SEPA for Sidhu Homes Stacy, Thank you for advising me of the Sidhu Homes desire to build 9 homes near me. Page 1 of 1 I do not believe that this project is in the best interest of the community. Mr Sidhu has already built two homes which are totally out of proportion to any other homes in the surrounding neighborhood. They dwarf the houses around them and are completely out of character in this modest community. If he was allowed to build 9 more small homes around these two houses they would look like tent city. I do not believe he cares about our neighborhood or the quality of life we try to preserve. Also, there are several other new homes in this area which have never been purchased. I do not believe that every inch of land needs to be developed. One of my other concerns relates to the slope on his property and nearby ravine. The edge of the ravine has eroded from the clearing of vegetation, heavy rains, and underground springs. The slope on the eastern part of his property has also gradually deepened. His development comes too close to the edge. The northernmost part of my house has developed a noticeable slope in the flooring due to the same conditions. On his diagram I do not see any mention of the existing Maple trees which help hold the soil. Are they being left? With that many new homes and water runoff will that expedite further erosion? Traffic is another concern when living on a dead end road. Nine more homes with multiple cars may cause traffic problems in this school zone. In conclusion my hopes are that he will not be allowed to build so many homes in such a small space and in such a fragile area. Thank you for giving me an oportunity to voice my opinions. Most of my neighbors also hope you reject his poposal. Laurie Schwan 4810 S 150th St Tukwila, WA 98188 206 246- 4770....lorime @mail.com How Strong is Your Score? Click here to see yours for $0! By FreeCreditReport.com file: / /C:\ Temp\ XPgrpwise \4A694FC5tuk- mai16300 -po 1001783331141 DF 1 \GW } 00001.... 07/28/2009 • July 16, 2009 RECENT • JUL 1 '7 2009 COty; NI I Y DEVELOP;.: E IT To the Department of Community Development Project Name: 9 -lot short plat and SEPA for Sidju Homes I have requested a four way stop or a stop sign on the north corner of 148 and 46th in the past and have been denied. I live here and see what happens at this intersection. The construction workers and residents that live down that street think that they have right away and they do not slow down or yield to anyone for any reason. If at all possible'I would like my original request to be reconsidered now that Sidhu Homes is adding eight more homes to the other 15 residents that live east of 46th. That is estimating about two cars per resident, equaling about 50 cars. In addition, there is a big lot on the north side that will become four more homes. These streets are used as a thoroughfare by walking students and parents at all three schools. People also use this route to avoid the four way stop at 42nd and 144th during school hours. Do we have to lose a life before someone does something? Thank You Edna L. Romero 4455 So 148th Tukwila, WA 98168 0 City of Tukwila Department of Community Development Jim /iaggerton. Mayor Sent via email to garysingh2 a comcast.net; no hardcopy to follow NOTICE OF COMPLETE APPLICATION July 26, 2009 Mr. Gary Singh 4224 S. 148th Street Tukwila, WA 98168 Subject: SidhuHomes 9 -lot short plat and SEPA L09 -034, E09 -008 Dear Mr. Neal: Jock Puce, Director Your application for a 9 -lot Short Plat and SEPA application is considered complete on June 26, 2009 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. As the next step, the City will coordinate the required public notice for your project. Please contact Julie at FastSigns (206- 757 -2110) to prepare your sign. Information was provided with your application. The posting and notice of land use application will occur by July 10, 2009 and continue until the date of your public hearing. Upon posting, the public comment period will start and will continue for fourteen days. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 433 -7166. Si cerely, Stacy MacGre_ +r Assistant Planner cc. L09 -034, E09 -008 SM H: \L09 -034 E09 -008 SidhuHomes \NOC.doc Page 1 of 1 06/25/2009 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax: 206 - 431 -3665 • CITY OF TUKWILA NOTICE OF APPLICATION You are receiving this notice because you are a property owner or tenant within 500 feet of the project or you have expressed interest in this project. PROJECT INFORMATION Project Name: 9 -lot short plat and SEPA for Sidhu Homes Location: 4615 S. 148th Street, Parcel #: 0042000130 and 0042000140 Project Description: Gary Singh of Sidhu Homes, Inc. has filed application for a 9 -lot short plat and SEPA. The short plat will be served by a private loop road. Site improvements will include sidewalks on the south side of 148th Street and on one side of the loop road. Permits applied for include: L09 -034 9 -lot Short Plat, E09 -008 SEPA Additional Permits Required: Building and Infrastructure Permits FILES AVAILABLE FOR PUBLIC REVIEW The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100. OPPORTUNITY FOR PUBLIC COMMENT Your comments on the project are requested. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on 7/24/2009. If you have questions about this proposal contact Stacy MacGregor, Project Planner at 206 - 433 -7166. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. For further information on this proposal, contact Stacy MacGregor at (206) 431 -3670 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 4:30 p.m. You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431 -3670. For further information on this proposal, contact Stacy MacGregor at (206) 431 -3670 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 4:30 p.m. Application Filed: 6/22/09 Notice of Completeness Issued: 6/26/2009 Notice of Application Issued by: 7/10/2009 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L06 -011 SEE PAGE 3 OF 3 FOR CONTROL 2 126.23 12 44' (P) Note. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained h WAC 332- 130 -090. Northwest corner Tract 3- 126.2�9128.4' (P) LEGEND • Concrete Monument In Case X Tack In Lend or Nail & Disk • est rlbar w /cap #23604 • Found pipe or mbar x( Fire Hydrant So. 148th Street Meridian Assumed N �,e Ad °r5(1) Landscaping Requirement All lots will Da required to pant one (1) 0 .. LOT AREAS i�� LOT 1 - 8,233 sq.ft. (excluding easement) LOT 1 - 9,784 sq.ft. (Including easement) LOT 2 - 8,232 eq.ft. (excluding easement) LOT 2 - 9,783 sq.ft. (including easement) LOT 3 - 8,231 eq.ft. (excluding easement) LOT 3 - 8,887 sq.ft. (including easement) LOT 4 - 10,296 sq.ft (excluding easement) LOT 4 - 10,764 sq.ft (Including easement) LOT 5 - 8,835 sq.ft. (excluding mom easement) LOT 5 - 11,530 sq.ft. (including access easement) LOT 6 - 10,638 sq.ft LOT 7 - 10,526 sq.ft (excluding atom easement) LOT 7 - 13,228 sq.ft. (Including octet easement) LOT 8 - 14,874 eq.ft. (excluding access easement) LOT 8 - 15,893 sq.ft. (Including access easement) LOT 9 - 21,295 sq.ft. (exdudhg occess easement) LOT 9 - 21,786 sq.ft. (hdudhg Doom easement) 20' Ingress. egret. utuues Easement Area - 11,064 sq.ft 5' easement for sidew- alk—v-1 1 LOT 1 Address - #4615 1 101 wilding Se Lkn_ (TYP) tback 25' 1 n LOT 2 ✓': 1 Add.-- /14811 I 25' 1 (Tax Lot 10042000130) I 10'1 I r n — — 77 gg99ppgg� J Sa128.2i' E SBr5- 9'05'E 120.00 C 20.00 4 1V 58769'05'E 128.23' 68.01' 3 .0s5 5 J�5 v$ g6>: Id & p gcg 1011 rn 14 Except f0 ` Found mbar w /cop f0 mbar /19635 0.33' west �' 1 Adam - /14817 LOT 3 10'1 L LOT 4 Address - /14825 (2) 126.4' P 58.22' RECORDING NO. VOL/PAGE SCALE: 1 took - 30 n. 12nu 1 1 I I 0 30' 60' PORTION OF SE 1/4 of NE 1/4, S. 22 T. 23 N , R 4 F., W.M. �rthwest corder Tract 4 20.00' I-5' easement far sidewd (Roues #4645 - Prdim.ls• Permit #007 -409) LOT 7 Address - / -_ R� 64.7' .5 exIsthg fin hydrant Pe` S88.87E J 83' w (Tax Lot #0042 (Tax Lot #0042000145 •House #4661) �-- —vL 0) House #4847 10' 58759'03'2 1 LOT 5 Address - /14816 25' 1 1 "'r n 1 BUILDING SETBACK Final Permit p07 -277) I 10' �= Buoding Setback Lines (TYP) 134.14'k I I 1 I / S8890.08 LINES (TYP) n N88-46'34'W I I 7.1 �_ 1; 20. I� i LOT 8 II `— — — o— I / Address - /14828 10'I Approxhna!• line of II.• slope create, that 40% (Tax Lot # 00420001 - xs 1 ---I5' easement far sidewalk 8- �. ;1 E 20' ot RI LOT 6 1+631 ALT (3) 128.18' (e) 128.4' (P) �� NstraraYW 128.19 S8759'05'E o (1.9) 5737516 "W 1t— L — — 40) �, — — I , —i h — J S859'05'E �— I 195.59 7 I• 11 I I 'I (BMA L05 -077 10 g 1 LOT '9 Address - /14837 i. Apprexsnot• lino of II 1 �e I� I elop• greater that 402 C, 1 9 61 bpd aatt "` (5) (17) (16) (\-25' J 2� 2� L g) x n 126.18' (0) 128.4' (P) curd robe w /cap 19635 - 'marked corner 1.0' south' - 2.27' north & 0.45' west of cols. position. (18) I( I 232.32 N88 o1'32'W RECORDER'S CERTIFICATE filed far record this. day of 20 at. M in book of of page. at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE I _ registered as o land surveyor by the State of Washington. certify that this plat Is based an an actual sunny of the land described herein, conducted by me or under my suprvisfon: that the distances, courses and angles re sham thereon correct). and that monuments other than those monuments approved for setting at o later date, have been set and lot comers staked an the ground as depicted an the plat. SURVEY FOR: Sldhu Homes, Inc. 4228 So. 148th Street Seattle. WA SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PA Tres 913• aaa)sw•st. Veelwptu. 9ea62 @06) 249.4621 FAX 15061243-9679 0154. BY LAW DATE 10/17/06 LL1/E FIELD 8/28/06 JOB NO. 497/21 PROJECT N0.06228 0120. BY REVISED 6/22/09 SCALE 30' SHEET 2 oF3 C'hiof Ju1wiea Dept. Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl HEREBY DECLARE THAT: Notice of Public Hearing Project Name: Sidhu Homes Determination of Non - Significance Mailing requested by: Stacy Ma Gre r Notice of Public Meeting Mailer's signature: Mitigated Determination of Non - Significance Board of Adjustment Agenda Packet Determination of Significance & Scoping Notice Board of Appeals Agenda Packet Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda X Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: mailed to each of the addresses listed /attached on this _10 day of _July in the year 2009 W: \USERS \TERI\AFFIDAVIT OF DISTRIBUTION.DOC Project Name: Sidhu Homes Project Number: L09 -034, SEPA E09 -008 Mailing requested by: Stacy Ma Gre r Mailer's signature: ! W: \USERS \TERI\AFFIDAVIT OF DISTRIBUTION.DOC AGENCY LABELS ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( ) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) 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Chamber of Commerce uckleshoot Indian Tribe * Cultural Resources Fisheries Program ) Wildlife Program uwamish Indian Tribe * Section 7 OTHER LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA ( ) Duwamish River Clean Up Coalition * ( ) Washington Environmental Council ( ) People for Puget Sound * ( ) Futurewise * send notice of all applications on Green /Duwamish River ( ) Seattle Times ( ) South County Journal 0 Section 8 MEDIA ( ) Highline Times City of Tukwila Website P:Admin \Admin Forms \Agency Checklist ANDERSON,CASEY A 4712 S 144TH ST SEATTLE WA 98168 BODELL,NICHOLAS R 14650 46TH AVE S TUKWILA WA 98168 DINH,HAOI C 4818 S 150TH ST SEATTLE WA 98188 APPLEGATE,THOMAS M & RENE S 14622 46TH AVE S TUKWILA WA 98168 BROWN,CHARLES JR 14614 46TH AVE S SEATTLE WA 98168 DOUGHTY,TROY & TAMI PO BOX 68277 SEATTLE WA 98168 • BEANE,MICHAEL B 7820 172ND PL NE REDMOND WA 98052 CAMEROTA,JOHN J 14915 46TH AVE S SEATTLE WA 98168 DZURNAK,DAVID E & ARLENE C 4646 S 150TH ST TUKWILA WA 98188 ENG,MARC D FOLAU,ILAISE FRAZIER,CHALMER L 4836 S 150TH ST 14800 46TH AVE S 1231 S DIRECTOR ST SEATTLE WA 98188 SEATTLE WA 98168 SEATTLE WA 98108 GUSTAFSON TRUST HANSON,SUSAN HAQ,SHAHID UL 14651 46TH AVE S 4661 S 148TH ST 4815 S 146TH ST TUKWILA WA 98168 TUKWILA WA 98168 TUKWILA WA 98168 HARRISON,ACE J HARWOOD,KENT HAYWARD,R H 4452 S 150TH ST 4658 S 150TH ST 14658 46TH AVE S TUKWILA WA 98188 TUKWILA WA 98188 TUKWILA WA 98168 HEINIG,MARION E 4447 S 148TH ST SEATTLE WA 98168 HOLDAAS,TIMOTHY A 4432 S 148TH ST TUKWILA WA 98168 IGLESIAS,JOHN D & MARIA P 4647 S 148TH ST TUKWILA WA 98168 IRELAND,LINDA JANDECKA,DARLENE L KETCHERSID,HAZEL M 14812 46TH AVE S 4813 S 146TH ST 14637 51ST AVE S TUKWILA WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 KOCCHAR,GURUNAM SINGH 14813 46TH AVE S TUKWILA WA 98168 LE GAO VAN 4650 S 150TH ST TUKWILA WA 98188 LABEL,SCOTT B & SHARON 4226 S 146TH ST SEATTLE WA 98168 LE TAM N 4643 S 148TH ST TUKWILA WA 98168 LARSON,RICHARD & KAY PO BOX 68267 SEATTLE WA 98168 LE THAO V 14824 46TH AVE S TUKWILA WA 98168 • LIAO,YASI LY,SON H MALMBERG,CECIL N & SHIRLEY N 4614 S 148TH ST 4060 S 148TH ST 14625 46TH AVE S TUKWILA WA 98168 TUKWILA WA 98168 SEATTLE WA 98168 MARKHAM,HOWARD MCCARTER PROPERTIES LLC MCGRATH,THOMAS E & KATHY 4823 S 146TH ST 3033 NW 70TH ST 4444 S 150TH ST SEATTLE WA 98168 SEATTLE WA 98117 SEATTLE WA 98188 MERYHEW,VERN & JOAN TRUST 4431 S 148TH ST SEATTLE WA 98168 NGUYEN,MIKE D 2400 ELLIOTT AVE 119 SEATTLE WA 98121 MESIC,EMIR & SENADA 4642 S 150TH ST SEATTLE WA 98188 NGUYEN,NGUYET THI 4618 S 148TH ST TUKWILA WA 98168 MUN,KUN S & MARY Y 14624 46TH AVE S TUKWILA WA 98168 NGUYEN,PHUC V 14639 46TH AVE S SEATTLE WA 98168 NICHOLS,STEPHANIE D NOUN,SAMBO OVERBECK,MIKE 4462 S 150TH ST 14635 46TH AVE S 4620 S 148TH ST SEATTLE WA 98188 TUKWILA WA 98168 TUKWILA WA 98168 PARRISH,CHARLES & MARIE 4430 S 150TH ST TUKWILA WA 98188 PHAM,THANH VAN 14641 46TH AVE S SEATTLE WA 98168 PLUMB,D M 4646 S 148TH ST SEATTLE WA 98168 QUINN,DESEAN A RICHARDSON,MONTE & JESSICA L ROBERSON,MYRTLE 4636 S 150TH ST 4632 S 148TH ST 14859 51ST AVE S TUKWILA WA 98188 TUKWILA WA 98168 TUKWILA WA 98168 ROMERO,EDNA L SCHWAN,LAURIE SCHWARTZ,E 4455 S 148TH ST 4810 S 150TH ST 4440 S 150TH ST TUKWILA WA 98168 SEATTLE WA 98188 SEATTLE WA 98188 SHUSTERMAN,STEWART L & JULIAN 4820 S 150TH ST SEATTLE WA 98188 STENSEN,I M 4434 S 150TH ST SEATTLE WA 98188 SIDHU HOMES INC 4224 S 148TH ST TUKWILA WA 98168 SWANBERG,DONNA TRUST 14809 51ST AVE S SEATTLE WA 98168 STAR NURSERY 13916 42ND AVE S SEATTLE WA 98168 THOMAS,GEOFFREY G 14637 46TH AVE S SEATTLE WA 98168 Tuwkila Community Member 14615 46TH AVE S TUKWILA WA 98168 Tuwkila Community Member 14911 46TH AVE S TUKWILA WA 98168 Tuwkila Community Member 4616 S 148TH ST TUKWILA WA 98168 Tuwkila Community Member 4643 S 146TH ST TUKWILA WA 98168 Tuwkila Community Member 4656 S 150TH ST TUKWILA WA 98188 Tuwkila Community Member 14630 46TH AVE S TUKWILA WA 98168 Tuwkila Community Member 4433 S 148TH ST TUKWILA WA 98168 Tuwkila Community Member 4633 S 146TH ST TUKWILA WA 98168 Tuwkila Community Member 4644 S 148TH ST TUKWILA WA 98168 Tuwkila Community Member 4816 S 150TH ST TUKWILA WA 98188 Tuwkila Community Member 14636 46TH AVE S TUKWILA WA 98168 Tuwkila Community Member 4615 S 148TH ST SEATTLE WA 98168 Tuwkila Community Member 4638 S 150TH ST TUKWILA WA 98188 Tuwkila Community Member 4651 S 146TH ST TUKWILA WA 98168 Tuwkila Community Member 4823 S 146TH ST SEATTLE WA 98168 VERDI,CAROL A VU,THAKOU WAHLSTROM,MARK E 14913 46TH AVE S 4635 S 148TH ST 4802 S 150TH ST SEATTLE WA 98168 TUKWILA WA 98168 SEATTLE WA 98188 WHITTEN,MARK E 4811 S 146TH ST TUKWILA WA 98168 YOUNG,PATRICIA 0 PO BOX 68602 SEATTLE WA 98168 City of Tukwila Department of Community Development File Numbers L08 -034 E09 -008 LAND USE PERMIT ROUTING FORM TO: 101 Building Public Works lire Dept. ICI Storm Water Engineer Envrionmemtalist Project: Sidhu Homes, 9 -lot Short Plat and SEPA Address: 4615 S 148th Street Parcel: 0042000130 0042000140 Date transmitted: 6/25/2009 Response requested by: 7/09/2009 Staff coordinator: Stacy MacGregor 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 asneede d2' 9L/P c 0 t QS ,, o,J:.o , o I oo, ti s p n-� (,vC44Cr Q AiI4.0 i l Wll ( tx o ; �1 0' Pim Aydrywi - te t;% reJ v S-c w►,ti /Sa uiiS +rv+urof h,QqSvre) b1 veh;cv(4r'Frr eL 46 1,115 yr I /r5✓r3S c (e sl roa J -h, ►,,,� of ed4,r C 6J S; G„ e� -c L4 k e No (�4ve. p h S��-�. Sid s Mai . 5.14k 4.o 6/0 . J rr0.i� C oLey ,.wk 5(0(.4 l4 � y CICCQSS ,w� �r �✓ Jecroah. reSCve wi -$010,113, Plan check date: Comments p epared by: Update date: OSTERLY PARK TOWNHOMES MEDIUM TM DE SIT< T RESI 1 NTIAL (MDR) TO HIGH DENSITY ' • IDENTIAL (HDR) • File # L08 -077 Co' prehensive ' an Amendment • File #L09 -002 Rlezone • City of Tukwila Department of Community Development RECE E ED JUN 2 3 7009 TUKWILA PUBLIC WORKS File N ,' bers LO : -034 E09 -008 LAND USE PERMIT ROUTING FORM TO: a Building ublic Works D Fire Dept. 0 Storm Water Engineer Envrionmemtalist Project: Sidhu Homes, 9 -lot Short Plat and SEPA . Address: 4615 S 148th Street Parcel: 0042000130 0042000140 Date transmitted: 6/25/2009 Response requested by: 7/09/2009 Staff coordinator: Stacy MacGregor 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 asneede L4 l,- CL -0 O S� 5 L) eSJCS i s R- • - 1 1 o-- S- w' 3T 6\C-70 C-C ‘t C 5 EPA hsw. ±5 12v1, Wovit Yfe wletiv s , SI.4 f ( of fv61;. Wtvk Ine tAire Plan check date: 7/Zo /o9 Comments prepared by: Or> S ZtP.A-Utu.1�. pw — a4.1- J �� - 4.12 l en49( '1. Lod -a 11 (E z6) ►sac) v Log. oz.. go (Pc-) (200a 06259000oz) Update date: `��F` Vw 04 -Joe (S/2) • • URBAN EWAL AREA OVERLAY DISTRICT . o File #L08-081 Compre enswe Plan Amendment o File #L08-082 Rez de e&I) a-1-4'01r04;14t44.1: 4z`\Y4V-1 ?.;-!**rii •11 'A a .4 ■141.4 ....9•11, P4, TO: i • City of Tukwila Department of Community Development File Numbers L08 -034 E09 -008 LAND USE PERMIT ROUTING FORM Building col Public Works 11 Fire Dept. U Storm Water Engineer 1DI Envrionmemtalist Project: Sidhu Homes, 9 -lot Short Plat and SEPA . Address: 4615 S 148th Street Parcel: 0042000130 0042000140 Date transmitted: 6/25/2009 Response requested by: 7/09/2009 Staff coordinator: Stacy MacGregor 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 require d of the applicant. COMMENTS (Attach additional comment sheets and/or support materials asneede Ate) Go 1 €hfs ail- +kis 0A6 , Plan check date: D0 -25=09 Comments prepared by: 445 Update date: Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same August 13, 2009 Subject: Geotechnical Evaluation for Proposed Sidhu Homes, Inc. 9 -Lot Short Plat, 4615 S. 148th Street, Tukwila, WA General: The purpose of this report is to evaluate the soils on the above property for general construction considerations, for stability of existing steep slopes on the site and for erosion characteristics. The proposed project will create a total of nine single family residential building lots, beginning with two existing parcels. A new 20 foot wide paved private road to serve the nine future residences and will be constructed as a loop road with two entrances along the south side of S. 148th Street. The section of the new road will consist of 20 foot roadway, with a one side concrete curb and gutter, and 5 foot concrete sidewalk, the total width being 25 feet. The existing western parcel is approximately 126 feet wide east -west and approximately 311 feet north - south, with an area of 0.90 acres. The eastern parcel is irregular in shape, with a maximum width east -west of approximately 368 feet and maximum depth north -south of approximately 287 feet, with an area of 1.68 acres. The site is located on the south side of S. 148th Street in the 4600 block in Tukwila, Washington. The existing residences and associated lawn areas on the parcels have been removed for placement of the new homes. Based on the upper layer soils encountered throughout the site, the site appears suitable for on -site infiltration. A pair of common main trenches in the private road loop will be used for all impervious areas on site, including new residences (with the exception of the future residences on Lots 8 and 9 which lie at lower elevations than the future main trenches). Based on the topography of the site, only slight to moderate earthwork will be required to create the new access road into the site from S. 148th Street. 1N3WdO13A3a A11Nf1WWOO soot g T 9fld a3A1333I Site Geology Information - Topographic Data: A field survey topographic mapping of the site has been prepared by Schroeter Land Surveying in support of the proposed short plat. A copy of this map is provided. The map only surveyed the west and middle sections of the site, but indicates a slope drop off near the east edge of the site, and just within it. The sloped area was not mapped for this field survey, however two separated supplemental aerial topographic maps have been located and are provided. While the aerial topographic surveys are less accurate than formal field surveys, their accuracy is sufficient for this evaluation. Copies of both are attached. The apparently more accurate map has been enlarged and areas of different slope categories indicated. Site Geology Information - Subsurface Data: The source of information to evaluate subsurface soil information was a series of three formal soil logs from the western portion of the site, several utility trenchings in the mid and east portion of the site, and observed minor soil protrusions along the face of the steep slope area. A copy of the soil logs is provided with a copy of the site improvement drawings. Soils indicated a fairly typical Alderwood association, with the surface outwash from the upper area of the site forming a fairly deep layer of long term transported surface loams over the surface of the steep slopes in the lower portion of the site. Note that the Alderwood association is characterized by surface silty loams of slight to moderate depth (1 to 10 feet), underlain by a clay or dense silt dominated soil. It is common in the higher ridge areas of western King County, especially from Seattle south. The logs and utility trenches in the western and middle portion of the site show and upper layer three to eight feet (or more) deep of silty loam, underlain by a dense silt. The soils in the lower portion of the site along the face of the steep slopes indicate silty loams to depths of up to eight feet, with no observed dense silts or clay based soils near the surface. No distinct water table indicators were noted in the logs is the deeper layers encountered. The soils were investigated during the dry period of the year and no active groundwater was encountered. It is possible that some general perching of groundwater occurs along the face of the steep slopes, however no erosion sites or hydric vegetation zones were noted during the field reconnaissance. Site Geology Information - Site History: The site reflects the general north -south glacier carving of Puget Sound region macro - topography evident in Puget Sound, the Duwanish Valley, the Kent Valley, Lake Washington, etc. The Alderwood association, of which this appears to conform, is based on the general shaping of previous soils by glacier, with the loamy overlying layer generated by 2 weathering or final glacial outwash from the last ice age, approximately 10,000 to 12,000 years ago. The underlying clay layer is likely relatively deep, as has been encountered in other evaluations in this area throughout the Tukwila/Duwanish Valley area, down basically to sea level (or the valley floor just above sea level). The topography of the steep slopes observed during the site visit indicates no evidence of catastrophic slope failure in any area. Long term very slow surface movement has probably occurred historically along the steep slope, but has been un- noticed in its earlier rural or undeveloped uses. Significant movement of the surface soils down the slope, especially in an undeveloped condition, would be measured in decades. No areas of obvious surface erosion or tell tale exposed surface soils were observed. A specific indicator was observed which supports the above very slow movement of the soils. While not predominating, several younger (40 years old or less) "curved trees" were noted, indicating general slight surface movement. It is the restricted limits of the affected trees which provides actual evidence of inherent surface soil stability. This stability is provided by the geometry of the undisturbed slope, and the inherent strength of the undisturbed loams at the surface. Site Geology Information - Seismic Hazard. Seismic hazards for slopes may be comprised of either general soil saturation or classic seismic liquefaction. With general saturation, failure occurs in either a direct diagonal slippage (shear failure) or at a saturated layer of loose silts which semi - liquefy and "pour" out of their original location in the hillside. The soils of this area do not appear susceptible to this mode of failure due to the generally dense impervious nature of the soils and positive slopes which prevent surcharged saturation. While the above cause of hillside failure is not limited to seismic movement, a seismic event could possibly trigger a failure which would not otherwise have occurred, however this is unlikely. As noted above, there is no indication on the site of this mode of failure occurring previously on this site or in the surrounding area. Based on the above, the possibility of hillside failure by this mode of seismic failure is low. The second mode of failure is caused by a water saturation of a uniformly graded larger grained non - cohesive soil, which in this condition is subject to seismic movement. For the slope areas in question, the possibility of full saturation of any layer is not present. In addition, the soils as noted are not of the type allowing this type of movement. The possibility of seismic movement is, of course, more significant with a sloping site, however, the possibility of seismic liquefaction failure for this hillside is negligible. Based on the soils underlying future construction locations for the site, including residential and road construction, the potential for seismic liquefaction settlement is very low. No 3 special mitigation measures are recommended for construction on this site to mitigate seismic liquefaction. Geotechnical Engineering Information - Slope Stability Studies and Opinions of Slope Stability: No previous slope stability studies are known to have been prepared for this site. As noted above, the site appears stable and not subject to long term erosion or catastrophic failure. Reference slope stability, it is the opinion of this office, based on considerations discussed above, that the existing slopes are geologically stable for the intended use. Geotechnical Engineering Information - Proposed Angles of Cut and Fill Slopes and Site Grading Requirements: Only slight to moderate earthwork will be required to construct the access road for this site, and unknown but likely moderate to light earthwork as part of the new house construction. The following are provided for general information. It is usually recommended that the footing bases for the new residences be placed at or below a 2:1 slope from bottom of the adjacent downhill slopes. In this case, all slopes are flatter than 2:1 (typically about 34 percent (3:1), maximum 40 percent (2.5:1). A scale profile of the steep slope ravine flow line located approximately at the property line between Lot 8 and Lot 9 is provided. Combining this profile and observed "top of bank" in the field gives a simplified straight line "top of bank" shown on the attached drawing. This line and its 15 foot building setback line (see below) should be added to the short plat drawing. An important consideration of the defined setback from the top of slope is the depth of the foundations of the future residences. The setback as shown is based on a depth of foundation base of 18 inches (code minimum). The foundations of the houses may be placed closer to the top of slope provided the foundation depth is increased by 2:1 as the foundation is moved beyond the setback line. Due to the stability of the upper slope area, and the slow rate of surface soil movement, it is recommended that a setback of 15 feet from the natural top of slope be maintained for new structures. During temporary excavations for basements and foundations, a vertical cut face is acceptable. For deeper excavations, with potential cuts up to eight or ten feet in depth, it is recommended that cuts be backsloped at 1:1 or flatter at depths of more than four feet, per standard practice. 4 Long term permanent cuts and fills involving native soils should be at a maximum of 2:1 unless otherwise approved by a licensed engineer familiar with the site. Site grading should follow standard practice as regards erosion control, stockpiling of soils, and minimizing the areas to be cleared and disturbed to that necessary for approved construction. Significant structural fill should not be required for the proposed new residences. Should it be required, the following guidelines should be followed. Cut horizontal steps into the slope (for fills over 3 feet total), place non -clay materials in maximum 6" lifts, and mechanically compact to 95 percent. Note that for non - structural fill in yard areas, the 6" lifts and mechanical compaction may be omitted, although some settling will occur over time. Revegetation of finished slope areas should follow good landscaping practice. Geotechnical Engineering Information - Structural Foundation Requirements and Estimated Foundation Settlement: A foundation bearing pressure of 2,000 PSF is suitable for undisturbed soils for this site. All foundations should be placed on undisturbed soils a minimum of 18" below finished grade. All foundations should be placed at a 2:1 backslope or farther from the toe of any slope. Areas found to have unengineered old fill during construction should be evaluated prior to placement of foundations or roads /driveways in those areas. Based on observed soils, a lateral resistance factor of 0.40 for lateral loading may be safely used for design of structural retaining walls and, where used, basement walls. Note that the basement floors will be cast concrete and will provide additional long term lateral resistance to movement of the walls and their footings. It is recommended that the inside of the basement wall footings be backfilled against prior to exterior backfilling as a good general construction practice. This backfilling may be omitted in shallow crawl space foundations. Based on experience with similar soils used for wood frame residential construction, a settlement of less that 1/4 inch would be expected within a 50 foot length of foundation. It should be noted that during the site visit by this office, the existing concrete foundations for the existing house and barn, which have been in place for up to 70 to 80 years, showed very little settlement. Geotechnical Engineering Information - Soil Compaction Criteria: Loam soils on site are suitable for all structural fill in a dry or damp condition. Clay or silt soils on site are suitable only for shallow structural backfill, which would be characterized as one foot or less. Deeper fills, if required, may use an imported select granular pit run. Compaction in foundation and vehicular traffic areas for all acceptable soils should be to 95 %, uniformly and mechanically compacted. The need for structural backfill for this site, except in utility trenching, is minimal. As indicated above, backfilling of minor trenches 5 with existing loam material is acceptable, provided it is mechanically compacted in 6 inch lifts, and that it is done in only damp or dry weather. Questions relating to the adequacy of compacted material should be evaluated by a licensed engineer inspection on site. Geotechnical Engineering Information - Proposed Surface and Subsurface Drainage: Surface runoff from impervious surfaces will be collected and routed a common on -site infiltration system, with overflow to the adjacent street drainage system. All foundations and retaining walls will be protected by piped footing drains. Subsurface investigation indicates infiltration into the deep loam soils of the site is feasible. Geotechnical Engineering Information - Proposed Use of On Site Sewage System(s) This site is served by public sewer and does not require the use of OSS systems (drainfields). Geotechnical Engineering Information - Lateral Earth Pressures: Due to the dense nature of the in place soils, an active design lateral pressure for retaining walls of 35 PCF is suitable, with an at rest lateral pressure for foundation walls of 60 PCF recommended. All walls over 4 feet in total height must be designed by a licensed engineer and use the 1.5 safety factor per accepted practice. All walls with either a soil or vehicular traffic surcharge will require consideration of the surcharge, to be determined as part of the specific wall design. Geotechnical Engineering Information - Vulnerability of Site to Erosion: Undisturbed bare soils on site are moderately subject to erosion. Disturbed soils are subject to significant erosion. Disturbed soils on or near the slope areas are subject to heavy erosion. For the above reasons the exposure of disturbed soils on or near the slope areas should be protected with straw or tarping if left exposed for more than one week during the wet season. All disturbed areas must have properly installed silt fencing on their downhill side. A standard stabilized rock construction entrance will be used on site to prevent mud and silt from the site entering the street drainage system. 6 • With the use of erosion control measures, as mentioned above, the proposed construction should be able to take place without significant erosion to the site, or the transporting of silts off site. Geotechnical Engineering Information - Suitability of On -Site Soils for Use as . Fill: The native loam materials on -site are suitable for structural fill in damp or dry weather, with mechanical compaction required in structural fill areas, as noted above. Note minor quantities of clay in some existing soils prevents their use for deep structural fills over one foot deep. Clay soils may be used for non - structural fill, with the understanding that long term settling may occur proportional to the depth of the fill. This may be evaluated on a case by case basis during construction. Geotechnical Engineering Information - Laboratory Data and Soil Index Properties: Field testing was done of soil samples encountered. Used were both wet and dry techniques. The soils were found to be a loams and dense loams, in the areas and depths indicated above. Formal laboratory testing of soil samples was not deemed necessary for the evaluation of site soils for this site and type of construction. Geotechnical Engineering Information - Building Limitations: The construction of the above new residences may take place during wet weather provided the above specified erosion control measures are strictly employed. Arbitrary wet weather restrictions based on specific dates for this site and its development are not recommended. Providing the above recommendations and construction criteria are adhered to in the design and placement of the residential structure and related site work, no site related building limitations are recommended for these sites. Note that no dewatering procedures should be required for the site. 7 Summery: The site is suitable for conventional residential construction. Drainage of impervious surfaces, including roof and driveways must be collected, infiltrated on -site in a common infiltration trench, with overflow to the adjacent street system. Statement of Risk: (Intended to comply with TMC Risk. Statement Requirements) The general slope of the site is typically about 5 to 10 percent in the construction areas. The total difference in elevation of these construction areas is up to approximately 20 feet. The steep lower slope is vegetated and is not projected for disturbance. The level of projected disturbance, combined with the stable soils noted above, indicate that the site, and the surrounding properties (which are all similar), is not by definition a "geologic hazard" area and that additional studies and construction restrictions relating to geologic hazard areas do not apply to this project. In addition, the construction as proposed is so minor as to not pose a threat to public health, safety and welfare. The construction may occur with no greater threat to the site or to adjacent properties than if the site were level. The plans and specifications submitted for the proposed access road construction and general specifics of proposed new residences have been reviewed and conform to the conditions and recommendations in this evaluation, specifics noted above, and provided that the conditions and recommendations are satisfied, the construction and development will not increase the potential for soil movement; and the risk of damage to the proposed development, and from the development to adjacent properties, from soil instability will be minimal (a very low possibility of risk). Questions relating to this report and to site related problems which may arise during construction of the new residences may be directed to this office. Bruce S. MacVeigh, Civil Engineer &PIRBS: 4/24/ l/_ l3 Xe/4 singh07 /0587 8 • • Page 1 of 1 t 92 ft N CityGIS Copyright 0 2006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. http://maps.digitalmapcentral.com/production/CityGIS/v07_01_062/index.html 07/31/2009 ragc i 01 1 http:// sz0013. ev. mail.comcast.netiservice/home / —/ ravine %20aerial %20and %20topo.b... 8/11 /2009 1(NIO+��B O[9d 99LUC( »111O • t9T9d TA'•Wgtl wmpan9t/9 pin 2a9u0S 13 !NO -3a 1gai6A"141 S 631'29 MOI1d113970 633 Wat WII star Tarotzz 131.0 OCIPOOL190 Rid NIm VD 1. 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FOUR LOT SHORT PLAT 4615 S. 148TH STREET, TUKWILA, WA SOIL LOGS AND PERCOLATION TESTS DATE PERFORMED: 14 SEP 05 SOIL LOG A 0 -24" DK. GREY LOAM 24-604- BWN. LOAM (NO MOTTLING) PERCOLATION RATE AT 36" DEPTH: 120 MIN /IN SOIL LOG B 0 -24" DK. GREY LOAM 24 -604- BWN. LOAM (NO MOTTLING) PERCOLATION RATE AT 36" DEPTH: 7.06 MIN /IN SOIL LOG C 0 -24" DK. GREY LOAM 24 -60'+ BWN. LOAM (NO MOTTLING) PERCOLATION RATE AT 36" DEPTH: 8.89 MIN /IN t / `r D !7 Afi 22 " /07 • � • Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same June 12, 2009 Subject: Technical Information Report (TIR) for Sidhu Homes, Inc. 9 -Lot Short Plat, 4615 S. 148th Street, Tukwila, WA 98168 Table of Contents: Project Overview Conditions and Requirements Summery Off Site Analysis Flow Control and Water Quality Facility Analysis and Design Conveyance System Analysis and Design Special Reports and Studies Other Permits ESC Analysis and Design Bond Quantities Operations Manual Project Overview: This Technical Information Report supercedes that previously prepared for a 4 -lot short plat located on the parcel at 4615 S. 148th Street. The desire by the owners to short plat a second parcel immediately east of the original initiated action by the planning department to declare the adjacent parcels to have a single identity, requiring the integration development of both simultaneously. The proposed project will create a total of nine single family residential building Tots, beginning with two existing parcels. A new 20 foot wide paved private road to serve the nine future residences and will be constructed as a loop road with two entrances along the south side of S. 148th Street. The section of the new road will consist of 20 foot roadway, with a one side concrete curb and gutter, and 5 foot concrete sidewalk, the total width being 25 feet. The existing western parcel is approximately 126 feet wide east -west and approximately 311 feet north- south, with an area of 0.90 acres. The eastern parcel is irregular in shape, with a maximum width east -west of approximately 368 feet and maximum depth north -south of approximately 287 feet, with an area of 1.68 acres. The site is located on the south side of S. 148th Street in the 4600 block in Tukwila, Washington. The existing residences and associated lawn areas on the parcels have been removed for placement of the new homes. REM-in/En JUN 22 2009' COMMUN§TY DEVELOPMENT 1 4 • • The existing site slopes to the east across the frontage, with a relatively uniform slope of approximately 9 percent. Localized site cross slopes to the east vary from 5 to 10 percent, with steep non - buildable slopes at the extreme southeast corner of the site. The private road storm drainage system will collect flows from the roofs and driveways of the new residences, plus incidental yard areas, in addition to the private road. (Lots 8 and 9 located in the lowest portion of the site will have their own residential stormwater infiltration systems.) The system will infiltrate the collected flows in two staged trenches located in the private road, with the overflow from the trenches led the street culvert system. The soils on the site have been percolation tested and been found suitable. All flows from vehicular areas will pass through catch basins with tees prior to entering the private road infiltration trenches. The system is designed and sized based on Small Site Criteria, and KCRTS infiltration calculations. Conditions and Requirements Summery: The infiltration trenches were sized for a 25 -year storm event, with overflow into the adjacent street culvert system, and a safety factor of 2.0 applied to the field measured percolation rate, in order to meet the intent of Level 2 control guidelines in the KCSWM Manual. Runoff from the new private road, house roof and driveway impervious areas will be retained and infiltrated using KCRTS methodology, with construction standards given in Appendix C of the Manual. Two sets of storm calculations are attached, one for the original trench located on the west parcel, and one for the additional east parcel. These calculations reflect the above mentioned changes in site impervious areas. The soils in the north portion of the west parcel were found to not percolate well, with a measured rate of 120 minutes per inch. The soils in the mid and south portions of both parcels had measured rates of 7.06 and 8.89 minutes per inch respectively (note that the soils observed during the installation of both a water main and sewer main into the site from S. 148th Street matched those in the formal soil Togs in the west parcel). As a conservative measure, the slower of the two rates is used, that is 8.89 minutes per inch. Due to the variability of soil found on site and in the neighborhood in general, an additional safety factor of 2.0 (as mentioned above) will be further applied for design purposes. The resulting design infiltration rate is 17.78 minutes per inch. The exact impervious areas of the new houses is not known. For calculation purposes, conservative roof areas of 3,400 SF will be used, with an additional 600 SF per driveway. The "existing" impervious area on the site as a whole when originally conceived for short platting is not available, but consisted of single family dwellings with some yard area, and large areas of meadow. Detailed information is not important in that the infiltration systems are sized based on actual final impervious and other contributing areas. 2 • • Post development water quality factors will include the 6 inch tees in all catch basins prior to water reaching the infiltration trench. Off -Site Analysis: At present practically no surface runoff from the site flows beyond its borders due to the surface vegetation and porous surface soils. The proposed drainage system will continue or improve this condition. Based on site topography, only small backyard lawn areas of off -site runoff enter the site from the west. These areas are accounted for in sizing the private road trench, and are shown in the calculations. Flow Control and Water Quality Facility Analysis and Design: As referenced above, the flows from the impervious surfaces will be retained and infiltrated on -site in an underground trench designed for a 25 -year post development rate, with a safety factor of 2.0, and a formal dispersion trench receiving overflow. Sizing of the infiltration trench is based on the actual percolation tests performed in the area of the proposed trench. Drainage standards are per Appendix C of the KCSWM Manual. The method of analysis is KCRTS. Calculations are attached which have been revised to reflect the above mentioned changes in impervious area. The results indicate only a very minor change in trench sizing. Conveyance System Analysis and Design: The 6 inch PVC lines from the roof systems connect to the private road catch basins and the 6 inch perforated in- trench lines are placed level. The 6 inch conveyance lines slope at a minimum of 2 percent. Special Reports and Studies: No special reports or studies were done for this site. The soils were evaluated on September 14, 2005 with three soil Togs. The percolation rate for design was also evaluated on September 14, 2005 using separate shallow soil logs. The results of these evaluations are shown on the plan and have been included in the attached calculations. Other Permits: The installation of the private road and the infiltration trench will be built or bonded prior to the approval of the short plat. A permit will be required. 3 • • The frontage improvements along S. 148th Street will a require a separate right -of -way permit which is not related to the on site improvements (except to receive the overflow from the trenches on site). No other significant work relating to this development will occur off -site. The design and installation of drainage lines associated with the individual new residences will be incidental to the residential permits, as will be the individual infiltration system designs for Lots 8 and 9, mentioned above. ESC Analysis and Design: As noted above, the site is small and warrants only the normal placement of standard filter fence along the downhill limit of clearing and a rock construction entrance. These measures are temporary and for use during construction only. Construction Estimate, Bond Quantities, Facility Summaries and Declaration of Covenant: Construction estimate calculations are provided for combined on and off site improvements to be used as a basis of permit fees. These estimated Construction to take place as part of future residential construction is excluded. Operations and Maintenance Manual: A facility operation /maintenance manual is provided, attached to this report. Questions relating to this report may be made directly to this office. Bruce S. 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V R/D Facility Definition File Stage (Ft) 0.0000 0.0600 0.1600 0.2600 0.3600 0.4600 0.5600 0.6600 0.7600 0.8600 0.9600 1.0600 1.1600 1.2600 1.3600 1.4600 1.5600 1.6600 1.7600 1.8600 1.9600 2.0600 2.1600 2.2600 2.3600 2.4600 2.5600 2.6600 2.7600 2.88660000 3.0000.- 3.2000 3.3000 3.4000 3.5000 3.6000 3.7000 3.8000 3.9000 4.0000 4.1000 4.2000 4.3000 4.4000 4.5000 4.6000 4.7000 4.8000 4.9000 5.0000 • Discharge Storage Perm -Area (CFS) (Cu -Ft) (Sq -Ft) 0.000 0.0 0.0 0.000 20.8 1156.5 0.000 55.5 1156.5 0.000 90.2 1156.5 0.000 124.9 1156.5 0.000 159.6 1156.5 0.000 194.3 1156.5 0.000 229.0 1156.5 0.000 263.7 1156.5 0.000 298.4 1156.5 0.000 333.1 1156.5 0.000 367.8 1156.5 0.000 402.5 1156.5 0.000 437.2 1156.5 0.000 471.9 1156.5 0.000 506.6 1156.5 0.000 541.2 1156.5 0.000 575.9 1156.5 0.000 610.6 1156.5 0.000 645.3 1156.5 0.000 680.0 1156.5 0.000 714.7 1156.5 0.000 749.4 1156.5 0.000 784.1 1156.5 0.000 818.8 1156.5 0.000 853.5 1156.5 0.000 888.2 1156.5 0.000 922.9 1156.5 0.000 957.6 1156.5 0.000 992.3 1156.5 9„..0-0e---. 1027.0 1156.5 (0.0000_. - -' 1040.9 1156.5 X308 1040.9 1156.5 0.871 1040.9 1156.5 1.60 1040.9 1156.5 2.39 1040.9 1156.5 2.67 1040.9 1156.5 2.93 1040.9 1156.5 3.16 1040.9 1156.5 3.38 1040.9 1156.5 3.59 1040.9 1156.5 3.78 1040.9 1156.5 3.97 1040.9 1156.5 4.14 1040.9 1156.5 4.31 1040.9 1156.5 4.47 1040.9 1156.5 4.63 1040.9 1156.5 4.78 1040.9 1156.5 4.93 1040.9 1156.5 5.07 1040.9 1156.5 5.21 1040.9 1156.5 5.35 1040.9 1156.5 :.•11,1 0 t Elevation Average Perm -Rate 8 Minutes /Inch: 00000 Depth (ft) Slope - Horizontal Component - 1.00000 Tank Diameter /Rise (ft) 0 Number of Orifices 3.00000 Riser Head (ft) 12.0000 Riser Diameter (in) F Bottom Permeable (logical) F Sides Permeable (logical) F Notched riser (logical) T Triangular Notch (logical) - 1.00000 Notch width (in) - 1.00000 Notch angle (degrees) (specify) 5 6.51 riser ouflow rating curve filename Facility Bottom Area (sq ft) y *y•rograph singhsp3.tsf Hydrograph & inflow TS file rdout.tsf outflow TS file 7 Year 2407 Hour - 0.999990E +15 Target peak discharge rate 5 Year 2637 Hour 0.00000 Target peak discharge rate 6 Year 1302 Hour - 0.999990E +15 Target peak discharge rate 2 Year 3586 Hour - 0.999990E +15 Target peak discharge rate 0 Year 3151 Hour - 0.999990E +15 Target peak discharge rate 4 Year 667 Hour - 0.999990E +15 Target peak discharge rate 3 Year 7899 Hour - 0.999990E +15 Target peak discharge rate 1 Year 2321 Hour - 0.999990E +15 Target peak discharge rate 1 Iteration Starting Menu selection 2 Iteration Starting Window 2 Iteration Final Window - 100.000 Orifice height (ft) 6.00000 Orifice diameter (in) - 9999.00 Orifice discharge (cfs) - 100.000 Orifice height (ft) 6.00000 Orifice diameter (in) - 9999.00 Orifice discharge (cfs) - 100.000 Orifice height (ft) 6.00000 Orifice diameter (in) - 9999.00 Orifice discharge (cfs) /) /5--7 $P X5-5-t/ /41- (/ /.5- 7 4-f 7k'e'#`'CAr l��del ,e the <<,� --- =7-=-773-74-__ S"AY -7z ( w /De- • SIDHU HOMES, INC. FOUR LOT SHORT PLAT 4615 S. 148TH STREET, TUKWILA, WA SOIL LOGS AND PERCOLATION TESTS DATE PERFORMED: 14 SEP 05 SOIL LOG A 0 -24" DK. GREY LOAM 24 -60'+ BWN. LOAM (NO MOTTLING) PERCOLATION RATE AT 36" DEPTH: 120 MIN /IN SOIL LOG B 0 -24" DK. GREY LOAM 24 -60'+ BWN. LOAM (NO MOTTLING) PERCOLATION RATE AT 36" DEPTH: 7.06 MIN /IN SOIL LOG C 0-24" DK. GREY LOAM 24 -60'+ BWN. LOAM (NO MOTTLING) PERCOLATION RATE AT 36" DEPTH: 8.89 MIN /IN A G 5 • (77e9i-hy (5-/0/4 /745 m-le 5 A 8 lze> 7 j Z 4-74 47 7- 07 ta`J s4 -°Ai/ P_ P/ /i ¢ 74- ,Po•,a / % x Ko /"/ISG; y,�,DS(G.e®ss).. / z s' ' x_ Z. s: ' 64s E- 1) .E'/ 1/ / ,c747 I,_7 /0 RA'ti's /7; 78 /30/#4//H. S-O.r> 5 /S v0 r Ste. 2) /Z 0.48 Ac, 6.2", 4 L Z>4-)0 Tiy Z y,e• S7o,49.4 -1 *-G/ 7S _ si _KrCx__._� i;:e,o vin -esiD Pi.7 0 0.74 . Retention /Detention Facility Type of Facility: Facility Length: Facility Width: Facility Area: Effective Storage Depth: Stage 0 Elevation: Storage Volume: Vertical Permeability: Permeable Surfaces: Riser Head: Riser Diameter: Top Notch Weir: None Outflow Rating Curve: None Gravel Infiltration Trench 531.55 ft 2.00 ft 1063. sq. ft 3.00 ft 0.00 ft 957. cu. ft 17.78 min /in Bottom 3.00 ft 12.00 inches Stage Elevation Storage Discharge (ft) (ft) (cu. ft) (ac -ft) (cfs) 0.00 0.00 0. 0.000 0.000 0.06 0.06 19. 0.000 0.000 0.16 0.16 51. 0.001 0.000 0.26 0.26 83. 0.002 0.000 0.36 0.36 115. 0.003 0.000 0.46 0.46 147. 0.003 0.000 0.56 0.56 179. 0.004 0.000 0.66 0.66 211. 0.005 0.000 0.76 0.76 242. 0.006 0.000 0.86 0.86 274. 0.006 0.000 0.96 0.96 306. 0.007 0.000 1.06 1.06 338. 0.008 0.000 1.16 1.16 370. 0.008 0.000 1.26 1.26 402. 0.009 0.000 1.36 1.36 434. 0.010 0.000 1.46 1.46 466. 0.011 0.000 1.56 1.56 498. 0.011 0.000 1.66 1.66 529. 0.012 0.000 1.76 1.76 561. 0.013 0.000 1.86 1.86 593. 0.014 0.000 1.96 1.96 625. 0.014 0.000 2.06 2.06 657. 0.015 0.000 2.16 2.16 689. 0.016 0.000 2.26 2.26 721. 0.017 0.000 2.36 2.36 753. 0.017 0.000 2.46 2.46 785. 0.018 0.000 2.56 2.56 817. 0.019 0.000 2.66 2.66 848. 0.019 0.000 2.76 2.76 880. 0.020 0.000 2.86 2.86 912. 0.021 0.000 2.96 2.96 944. 0.022 0.000 3.00 3.00 957. 0.022 0.000 3.10 3.10 957. 0.022 0.308 3.20 3.20 957. 0.022 0.871 3.30 3.30 957. 0.022 1.600 3.40 3.40 957. 0.022 2.390 7 Percolation (cfs) 0.00 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 • 3.50 3.50 957. 0.022 2.670 0.08 3.60 3.60 957. 0.022 2.930 0.08 3.70 3.70 957. 0.022 3.160 0.08 3.80 3.80 957. 0.022 3.380 0.08 3.90 3.90 957. 0.022 3.590 0.08 4.00 4.00 957. 0.022 3.780 0.08 4.10 4.10 957. 0.022 3.970 0.08 4.20 4.20 957. 0.022 4.140 0.08 4.30 4.30 957. 0.022 4.310 0.08 4.40 4.40 957. 0.022 4.470 0.08 4.50 4.50 957. 0.022 4.630 0.08 4.60 4.60 957. 0.022 4.780 0.08 4.70 4.70 957. 0.022 4.930 0.08 4.80 4.80 957. 0.022 5.070 0.08 4.90 4.90 957. 0.022 5.210 0.08 5.00 5.00 957. 0.022 5.350 0.08 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.28 * * * * * ** 0.20 3.07 3.07 957. 0.022 2 0.14 0.00 0.00 3.00 3.00 957. 0.022 3 0.15 * * * * * ** 0.00 2.12 2.12 677. 0.016 4 0.14 * * * * * ** 0.00 1.92 1.92 611. 0.014 5 0.17 * * * * * ** 0.00 1.85 1.85 590. 0.014 6 0.13 * * * * * ** 0.00 0.95 0.95 304. 0.007 7 0.10 * * * * * ** 0.00 0.24 0.24 77. 0.002 8 0.10 * * * * * ** 0.00 0.24 0.24 76. 0.002 11 A rn cv " 285A 98.12' I ^N r ^O �p ,I N N yµault vault 20.00' •1p 68.01' 5' easement for sidewalk 25' 1.3' x 1.3' concrete post oncrete wall w /wood fence 10 0 1 A or a It b %aul nau 2 1/7 Original East line Tract 4 (Ta Lot 60042000144 Houle 64847 Fin Permit #007 -277) concrete wall w /wood renc9 west ends U wall I or CMU all S8759'05 "E j 97.83' spa tL wo•• fence 0 a 128.21 - S87• '05"E Address ;n 44.00 Building Setb•ck Lines (TYP Addre rx r Tax Lot # 004200010) co co /$ rN ddress - VP. 10' 0 S87.59'05 "E Approxlm greater t 19 (BLA Approximate I that 40R I ao J se°. 128.18' (a) 128.4' (P) BLOCK 2 0.87' — 232.32' N8801'32 "W • g7 Flow Frequency Analysis Time Series File:sidhuxxx.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (CFS) 0.137 5 2/09/01 2:00 0.105 8 1/05/02 16:00 0.166 2 2/27/03 7:00 0.105 7 8/26/04 2:00 0.128 6 10/28/04 16:00 0.144 4 1/18/06 16:00 0.152 3 10/26/06 0:00 0.284 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis - - Peaks - - Rank Return Prob (CFS) Period 0.284 1 100.00 0.990 0.166 2 25.00 0.960 0.152 3 10.00 0.900 0.144 4 5.00 0.800 0.137 5 3.00 0.667 0.128 6 2.00 0.500 0.105 7 1.30 0.231 0.105 8 1.10 0.091 0.245 50.00 0.980 The private road storm drainage system will also collect flows from the roofs and driveways of the new residences. This is because suitable soils for infiltration were only found in the mid and south portions of the site. The system addressed in this evaluation will also infiltrate the private road and incidental on -site and off- site lawn areas. The soils on -site have been percolation tested and been found suitable. All flows from vehicular areas will pass through catch basins with tees prior to entering the private road infiltration trench located in the central area of the private road. The system is designed and sized based on Small Site Criteria, and KCRTS infiltration calculations. Conditions and Requirements Summery: The infiltration trench is sized for a 25 -year storm event, with overflow into a formal dispersion trench, and a safety factor of 2.0 applied to the field measured percolation rate, in order to meet the intent of Level 2 control guidelines in the KCSWM Manual. Runoff from the new private road, house roof and driveway impervious areas will be retained and infiltrated using KCRTS methodology, with construction standards given in Appendix C of the Manual. Storm calculations are attached. These calculations reflect the above mentioned changes in site impervious areas. The soils in the north portion of the site were found to not percolate well, with a measured rate of 120 minutes per inch. The soils in the mid and south portions had measured rates of 7.06 and 8.89 minutes per inch respectively. Since the proposed area d, that is 8.89 minutes per inch. Due to the variability of soil found on site and in t neighborhood in general, an additional safety factor of 2.0 (as mentioned above) will be further applied for design purposes. The resulting design infiltration rate is 17.78 minutes per inch. The exact impervious areas of the new houses is not known. For calculation purposes, conservative roof areas of 3,400 SF will be used, with an additional 600 SF per driveway. The existing impervious area on the site is 10,411 SF. This will all be removed. The calculated new impervious surface will be 22,000 SF. The result will be a net increase of impervious surface of 11,589 SF. Post development water quality factors will include the 6 inch tees in all catch basins prior to water reaching the infiltration trench. Off -Site Analysis: At present practically no surface runoff from the site flows beyond its borders due to the surface vegetation and porous surface soils. The proposed drainage system will //?0 -,-'1 7 % /,/e . — Zo7s. [ -4. 2 Operation and Maintenance Manual for Stormwater Collection and Detention System Sidhu Homes, Inc. 9 -Lot Residential Short Plat 4615 S. 148th Street, Tukwila, WA 98168 Table of Contents: Operations of System Inspection Checklist June 12, 2009 Prepared by Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59th Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same JUN 22 20091 r. �� ,i1T J dawuRES: 4/24/ /l /Z ,Ta.<ero? • Operation and Maintenance of Short Plat Storm System The operation of both the common and individual lot portions of the system is simple and requires only occasional inspections and maintenance procedures. Attached within this manual is a set of checklists with scheduling and maintenance requirements. The commonly maintained storm system consists of a series of Type 1 catch basins and two large infiltration trenches in series, the west one being 157 feet long by 7.5 feet wide by 3 feet deep and the east one being 143 feet long by 7.5 feet wide by 3 feet deep. The system collects and infiltrates storm water from the private road surface, and the separate house roofs and driveways. It is the joint responsibility of all of the homeowners to inspect, clean and maintain this part of the system. The handling of this joint responsibility is spelled out in the storm drainage easement recorded with the original short plat. The water from the private road passes through sediment control tees, one of which is located in each private road catch basin. The inspection, cleaning and maintenance for these sumps is a common or joint responsibility. Note that the houses on Lots 8 and 9 have their own infiltration trenches for their roofs and driveway located in their yards, with overflow surface trenches (dispersion trenches) located at the top of the steep slopes in their back yards. The layout and sizing of the trenches for these lots have not been determined at the time of this manual's preparation, but should be on the site plan for their house permit. Details for the overall system's inspection and clean out, for both floating debris and sediment in the bottom of all catch basins, are given in the attached checklists, along with maintenance items which may affect the system's proper operation. Note that they apply to the commonly maintained portion of the system. The responsibilities and obligations of the separate lot owners relating to the maintenance and repair of this drainage system is given in the related ACCESS, EGRESS AND UTILITIES EASEMENT for this short plat, recorded separately but concurrently with this 0 and M Manual. Questions about inspection and maintenance of this facility may be directed to Bruce S. MacVeigh, P.E., Civil Engineer, (206) 242 -7665. INSTRUCTIONS FOR USE OF MAINTENANCE CHECKLISTS The following pages contain maintenance needs for most of the components that are pan of your drainage system, as well as for some components that you may not have. Ignore the requirements that do not apply to your system. You should plan to complete a checklist for all system components on the following schedule: 1. Monthly from November through April 2. Once in late 'summer (preferable September) 3. After any major storm (use 1 -Inch in 24 hours as a guideline), items marked "S" only. • Using photocopies of these pages, check off the problems you looked for each time you did an inspection. Add comments on problems found and actions taken. Keep these "checked" sheets in your files. Some items do not need to be looked at every time an inspection is done. Use the suggested frequency at the left of each item as a guideline for your inspection. REQUIRED ACTIONS: The following actions shall be taken to ensure that pollution generated on site shall be minimized: 1. Warning signs (e.g., "Dump No Waste - Drains to Stream ") shall be painted or embossed on or adjacent to WI storm drain inlets. They shall be repainted as needed. Contact the Municipality regarding availability of stenciling supplies. 2. Parking lots shall be swept when necessary to remove debris and, at a minimum, twice a year. Use of newer model high - velocity vacuum sweepers is recommended as they are more effective in removing the more harmful smaller particles from paved surfaces. 3. Sediment removed from detention vaults shall be disposed of in a proper manner. Contact the Municipality for instruction prior to completing this task. 4. No activities shall be conducted on site that are likely to result in short-term high- concentration discharge of pollution to the stormwater system. Such activities may include, but not be limited to, vehicle washing, vehicle maintenance, and cleaning of equipment used in the periodic maintenance of buildings and paved surfaces. 5. Employees shall receive basic instruction regarding the control of pollution from commercial operations. Contact the Department of Ecology..or•4he -.Ci$y of Tacoma -- Ster water- Searee- Camel- Pregrom at- #-2O6}394 -ES88- for assistance in completing this task. ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Catch Basins and Inlets Frequency KS. Drainage System Y Feature Problem Conditions To Chaco For Conditions Tint Should Gds General Trash. debris. and sediment In or on basin Trash or debris In front of the catch basin • 1 °01 Is blocking capacity by more than M Sediment or debris (in the basin) that muds 1/3 the depth from the bottah of basin to invert of Ms basis. of the lowest pipe into or out No trash or debris located lovnedaley rl front of catch basin opening. Grate kept clean and allows water to enter. No sediment or debris lo the catch yes n 7 Catch basin is dug out and clean. KS Trash or debris in any Wet or pipe blocking more than 1/3 of Its height Inlet and °Wet pipes free of trash or debris. M Structural damage to frame andror top slab Comer of frame extends more than 3r4 itch tit sub face into the street (if applicable). Frame is even with Cure. M Top'sbb has toles larger than 2 squat inches or cracks wider than 1/4 itch (intent Is to make auks of material is • running Into the basin). Top slob Is free of holes and cracks. M Frame not sitting gush on top stab, i.e., separation of more than 3/4 inch of dame from the top slob. Frame is siting nosh on top abb. A Creeds In basin w>balbolam Cracks wider thus 1124Th and longer • thant3 feet, any evidence *Nog particles Waring catch basin through cracks. or . maintenance person Judges teat structure Basin replaced or repaired to design standards. Contact a professional engineer for evaluation. A CwcJts wideftan 112 Inch and conger than 1 foot at the Joint of any bdet/otrtlet pipe or any evidence of soil particles entering atah basks through saris. Ne cracks more than 1/4 Inch wide at the Joint of W Woutlet pipe. Contact a professional engineer for evaluation. . A Settlement/ Basin has settled more than 1 inch or has rotated more than 2 Inches out of M.S Fee haterd or otter potlulion Presence of cemials stch u natural gas, o. and gasoline. 0bnoxious color, odor, or sludge holed KS Outlet pipe I; eJogged with vt°ebU°n Basin replaced a repaired to design standards: Contact a professional engineer for evaluation. No color, odor, or sludge. Basin is dug out and clean. Vegetation 'or reels ;rowing in inlet/outlet No vegetation orroot growth present pipe Joints that Is m on than sir inches lap and less than sir Inches apart f you are unsure whether a problem exists, please contact a Professional Engineer. Comments: 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" (CONTINUED) Maintenance Checklist for Infitratlon Systems Frequency - Drainage System Feature / V problem Conditions to Check For Conditions That Should Frost M.S , - Gerwal Trash & debris buildup M pond See 1Aabrtenance Checklist for Ponds. See Maintenance Checklist for Ponds. M Poisonous vegeranon . See Maintenance Checklist for Ponds. See Maintenance Checklist for Ponds. M.S Fn hazard or pollution See Mainterarrs Choddist. for Ponds. See Maintenance Checklist for Ponds. M Vegetation not graving or is overgrown . Su Maintenance Cheddfst for Ponds. See Maintenance Checklist for Ponds. M Rodent holes See Maintenance Checklist for Ponds. • Su Mairdmann Checklist for Ponds. M Insects Sae Maintenance Cheddst for Ponds. See Maintenance Checktst for Ponds. A Storage area Sediment buildup in system A sol texture test indicates fealty is not worldng at its designed eapablities orwas incorrectly designed. Sediment b removed and/or balky is cleaned so that infiltration system wakes according .o ed s travP ^g ar installed to reduce transport kdo infiltration area. A ' Storage area drains slowly (more than 48 hours) or overflows A sail indicates text re test indicates acuity is not wafting at its designed apabiGtks owes bcorrcWy designed.. Additional volume is added through excavation to provide needed storage. S' Is aerated and rotot3ed to improve dtatnage: Contact the Mun+dpafdy tax information on its requirements regarding eaavation. M Sediment trapping area • AO sediment and debris firtnp ersa to 10% of depth from sump bottom to • bottom o(oiA et pipe or obstructing now into the connector* pipe. Clean out sump to design depth • One Time • Sediment trapping area not Prod Stoa nester enters hiiltraUoim area directly without treabnent Add a trapping area by constructing a sump for setting of soGds. Segregate settling area from rest of faddy. Contact the Municipality (o guidance. M Rock Stem Sediment and debris , By visual inspection tale or no water 119ws ttvough idler d • • - rain tdoms. Replace grovel in rock filter. • f you are unsure whether a problem exists, please contact Professional Engineer. Comments: A =Annual (March or April preferred) M =Monthly (see schedule) • S=After major storms (use 1 -Inch in 24 hours as a guideline) J -21 ATTACHMENT "A" (CONTINUED) Maintenance Checklist for Conveyance Systems (P pes, Ditches, and Swales) Frequency age tem Reabre / Pnabkrn • Conditions to Chock For Conditions That Should Erse KS ' Pipes Sediment 4 debris Accumulated sediment that exceeds 20% of the (ameba' of the pipe. Pips cleaned of at sediment and debris. M Vegetation Vegetation that reduces free movement of water through pipes. . NI vegetation removed so water flows freely through plats. A Damaged (rusted. bent, or bushed) Protective coating is damaged; rust's causing more than 50% deterioration to any part of pipe. • Pipe repaired or replaced. M • Any dent that sigMficandy impedes flow (Le. decreases the bass section area of pipe by more than 2094). Pipe repaired or repined. M . Pips has ma* backs or tears atovrt g' greandwattr leakage. Pipe repaired or replaced. • KS Open ditches Trash's debt's • • Dumping of yard wastes such as grass ebppi gs and branches Mto basin .Unsightly accwcufalion of • nondegradable materials such as glass, plastic, metal, foam, and coated ptpv. . Remove trash and debris and dispose as prescribed by the Muntcipafdy. . M Sedrnent buildup Accumulated sediment that exceeds 20% of the design depth Ditch ekaned of all sediment and .. ... debt's so that 1 matches design. A • Vegetation Vegetation (e.g., weedy &stubs or stagings) that reduces tree movements of water through dashes. Water flows freely though dunes, Grassy vegetation shoold be kit aloe M Erosion damage to slopes See Pods Checklist. See Ponds ChecJQat. A — Rods tinhhg out of place or atissing N app) MaMttenance person an see native sea beneath the rock Qnitg. Repboe rocks to design standard. Varies Catch basins • See Catch Basins Checldtst. See Catch Basins Check fist U.S Swale* Trash i debris See above for Ditches. See 'above for Ditches. M • i Sediment buildup Su above tar Ditches. Vegetation may need to be repbrdec alter cleaning. M • Vegetation not growing or • overgrown Grass cover. is sparse and seedy or areas are overgrown with woody vegetation• .h . Aerate sale and reseed and mulch bars areas. Maintain grass hegte a a minimum of 6 Inches for test slot nwstertreatment. Remove woody growth, ree«dow• and reseed u necessary. KS • Erasion damage to slopes See Ponds Chectdisi Ses Ponds Chcc1ds*. M • Conversion by homeowner to Mheortnpatib1s use • Swale bus lyea•Ned In or blocked by shed, woodpile, a)vubbery. etc,. • • U possible. speak with homeow.w and request that soak area DO restored. Contact the Municipatey to report problem if not rectified' J -25 16111 "1 W rllPllA 14816 ry Road South r°' c E a�,f► q' � P.O. BoW9550 Tukwila, WA 98168 JUN 22 2009' Phone: (206) 242 -3236 Fax: (206) 242 -1527 WNW dig rry Q.ECGEtO,Psw'ciTT CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Residential: $50 Commercial: $100 Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other lir Short Subdivision ❑ Rezone Propos d Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: Gd `rD ) y) 4 /�td/iu ),s- Phone: ZQ(„ . 244. 1900 Property Address or Approximate Location: Tax Lot Number: 6 �� 0 130 44 IS 5 . c 48 end d s <flown s�n - exhab,+ A �� ) `� � Legal Description(Attach Map and Legal iDescrip i if necessary): , l Lc 4- Z bl�. 2 CZ7)1e1 49 ael . a ►K tiMA -re< �GGorni ►-,r� +0 -1-1:e -p 1a-1- -t ,�vc o �c c vr-cl Q I �' l 1 Z ip.P ijaf-S pq 5.0 in )C C 14-Aa. Partt BB:' (To Be Completed by Sewer Agency) 1. IJ a. Sewer Service will be provided by side sewer connection only to an existing Co size sewer Cj/1/ feetifeRi the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: Cl (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Er a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ - a. District Connection Charges due prior to connection: Ilk to ge- s.E T— LA r GFC: $ SFC: $ UNIT: $ A Southwest Suburban Sewer District connection charge will be due prior to connection. b. Easements: E Required ❑ May be Required c. Other: hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the d.• e o •n- ure. By Title b. l <) - 09 Date • ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non- Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. 6,/( ?(.23. Applicant's Signature Date CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L06 -011 SEE PAGE 3 OF 3 FOR CONTROL 20' 126.23' (c) 126.4' Meridian Assumed c N,�� S Ad�r� �7(1) LOT AREAS (P) N 587'59'05'E l 126.23' (c) 126.4' (P) Note. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by o steel tape. This survey meets or exceeds the standards contained in WAC 332 -130 -090. gu/LT ST1 s io`rs 1- 9 . G.2 a 09 — v' '' So. 148th Street Northwest corner Tr LEGEND ® Concrete Monument in Case X Tack in Lead or Nail & Disk O set rebar w /cap #23604 e Found pipe or mbar Z( Fire Hydrant (0a LOT 1 = 8,233 sq.ft. (excluding easement) LOT 1 = 9,784 sq.ft. (Including easement) LOT 2 = 8,232 sq.ft. (excluding easement) LOT 2 = 9,783 sq.ft. (Including easement) LOT 3 = 8,231 sq.ft. (excluding easement) LOT 3 - 8,867 sq.ft. (Including 'easement) 10.296 sq.ft (excluding easement) 10,784 sq.ft (including easement) LOT 4 = LOT 4 - S0112'23"W LOT 5 - 8,835 sq.ft. (excluding access easement) LOT 5 - 11.530 sq.ft. (including access easement) LOT 6 - 10,638 sq.ft. LOT 7 = 10.526 sq.ft (excluding acc=ess easement) LOT 7 = 13,226 sq.ft. (Including access easement) :1 I rI S. 10'1 a .N { - 1 5 easement for sidewalk --1 111 1 25' 1 I 1 1 LOT •1 Address = 0615 L-Building Setback Lines (TYP) - r v) 1226.6. 2- 2' F __...... 1. 10'I. - - -- 10. 1 ......r „875 2 E. J.....: . RECORDING NO. VOL./PAGE SCALE: t nob - 30 ft 1 1 1' 1 1 0 30' 60' PORTION OF SE 1/4 of _ NE -1 /4, S._22_ T._23 N., R. 4 E., W.M. 64.7' existing fire hydrant est comer Tract 4 68.01' 58.22'' 20.00' I5� LOT 2 Address = /4619 (Tex Lot #0042000130 a 0 r •N 1-1; easement for eidewal I (House #4645 - Preltm.l5' Permit /007 -409) 5 ",..—Found rebar w /cap, 119635 0.33' west 1 . 9'05 7 1 • S87'5.'E -4— 120.00' 1 • N I LOT 3 1 ' w'.' 1 Address .. /4623 I � 25' 1 - 1 3t .10.1 I N • - J N ,\` {`_: n - . ...... $8106 14 E. I N "'S rN 1 4I 20.' 2NI I ' 8.I 1 \ p . S87'59'05 -5 LOT 5 • Address - / BUILDING SETBACK' LINES (TYP). N • LOT Address - -#4627 ,0'1 . (2) •10' I (3) (Tax Lot # 0042000140) 587'59'05'E b 5' easement for sidewalk LOT 6 Address - / 20'' : r 1. .n 3 ; 54 .nm iN88'46'3 r 1 I LOT 7 1 1 Address = # 4645 W -0 i t X01 O N K 1 W • ' 0). \-'0_•171' N e.. • O l?dc.e.2�6�,,9 I v s a. I+ 0 o v u Z °zCE 011 • g`f. -1-6i • gecets�60A\�9 _ J - I R °c. ' (Tax Lot #0042000145 587 59'OS'E o :'� lax Lot /0042000144 I 97.83. ( House .#4661) °.:- - ..- ..- ....,,.., <.:._. � u'i House j4647 _...........'O ao° Final Permit X07 -277) 1 . 1 Building Setback Lines (TYP) 25'. L 134.14' I N k � r �T N 20' 20' LOT 8• 1 1 Address #_ 110' 1 57'45'26 -W 19.31 `25' 0, LOT 9 Address = ee0 0 '1. { .1 I 1. I' 1 110' 1 • Approximate line of 1 1'slope greater that 40% (i e ex). ‘0-0,1,€) 11 aetoe� 040 0 W 1 Ts •Approximate line of slope greater that 40% SBT59:05 -E (BLA L05 -077 II 0 c 0 011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 JUN 22 2009 uOtvtir,J. 1Y DEVELOP►' E T CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Permit Center /Building Division: 206-431-3670 Public Works Department: 206 -433 -0179 Planning Division: 206 -431 -3670 PERMIT NO.: Part';I1.,To;6i3'COri�pletedby {applicant: _, Site address (attach map and legal description showing hydrant location and size of main): /S P /3s S-- 4,eu.2u- o•.- cpc ."A " S 0 4 /7 ^Owner Information . , ... :: ..:‘,,,,I.;,,:,,:,,-': ilkgentJ001140' t:Perison :. '.{ Name: iIDM' � 5'c ..in C- Name: Address: iia rd c-I <- /r, 2 yL% T u Address: Phone: G . 24 tt rlg7�() Phone: This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Commercial /Industrial Building Permit ❑ Rezone Egi Short Subdivision f-1 ❑ Other Estimated number of service connections and water meter size(s): T iutrYe✓ t� 4- /''.e y 44,61-ailtai 14 ) Vehicular distance from nearest hydrant to the closest point of structure is _5 Q ft. Area is served by (Water Utility District): (A) , t • 12-Y Owner /Agent Signature Sf-ti-;/1) Date Part-f3 Tolbe completes 4*Wa#flir utility;dishriat i 1. The proposed project is within k L i e 1 a 2. No improvements required. (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: iq- (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 /4, ?A gpm at 20 psi residual for a duration of 2 hours at a velocity of (A fps as documented by the attached calculations. 5. Water availability: [ cceptable service can be provided to this project 0 Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. El System is not capable of providing service to this project. I hereby certify that the above information is true and correct. KincLCc. u)44-TE2 D ST, IZs Agenc\iJPhone c.. _ Z � Z _ 75.q 7 By Co-/7-09 Date �)c6,0iuseS This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications \water availability (7- 2003)' Printed: 9 -16 -03 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: _tuknlan a,ci.tukwila.wa.us_ 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 i4 ,/S S //./gf�' S7�/ 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 (city), state), on , Print Name Address Phone Number Signature y S'rpt}cc /' y9-2cf s rye ��. - W On this day personally appeared before me G(r r J l �� to me known to be the individual who executed the foregoing instrument and acknowledged it 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 t( d' DAY OF (1.Q , 20 ALI oliff ..50;sp,N D. 94•01 A %i GBtAG i O W NOTARY Pt i$LIC in and for the State of Washington cz JUN 2 2 1009 COMMUNITY DEVELOPMENT 5usc(.4/iD residing at My Commission expires on P:\Forms\2009 Applications \ShortPlat- JAN09.doc rock .f (('f$ t7I ; CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: _tukplanaci.tukwila.wa.us_ i 1.14: ? dO13A3a UM ("MOO soot Z Z Nnr, SHORE PLAT (P -SS) APPLICATION FOR STAFF USE ONLY Permits Plus Type: P -SS Planner: ( Q t-ce3-O r File Number: L0 —03y Application Com Ito ( Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: E 6 q--00F, NAME OF PROJECT/DEVELOPMENT: S'"DHU {- tomes LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 4(p!S S• /1/g72, .thee 77-4 p-1 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0o 2/0? — 000— /3° A - -A,D days— Oc t2 —/yo. 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: UGr Address: yaaY S pie 5,4re, Phone: 2, 06 - 2 — moo FAX: a0, D - t►33 g 3-gt E -mail: Q "'1/� t � o� g C6�.0 nn `JJ _ Signature: Date: d6 / /6 P: \Forms \2009 Applications \ShortPlat- JAN09.doc • • Page 1 of 1 f I 89 ft CityGIS Copyright 02006 All Rights Reserved. The information contained herein is the proprietary property of the contributor supplied under license and may not be approved except as licensed by Digital Map Products. http://maps.digitalmapcentral.com/production/CityGIS/v07_01_062/index.html 07/30/2009 CITY OF TUKWILA KING COUNTY, W SHORT PLAT FIL SEE PAGE 4 CF 4 FOR CONTROL Northeast comer Tract 2 Northwest corner Tract 128.23 (0) 12288.44' (P) 128.4' (p) 05'E LEGEND at Concrete Monumerd in Can X Took In Lead • Nail & Disk O est rector w /cop 923804 • Found pipe or rebor Fire Nydrant ire' Street Tree (applicant to determine location) Street ,m zF a 128.4' Q 20' f — — I 88.01' 58.22' I. _ I •- 1 ent ir (1) & trUlitles I �i.f�'> I Address T- i+ets i � R Q 7 PROPERTY NOTES: tdLite* S�haek\ Id \O 9� I r$ ,. SETBACKS ARE FROM TH8. OUTSIDE LIMITS of THE J b e : _ _ s # I,. PRIVATE ACCESS ROAD. THE PRIVATE SIDEWALK IS '� —SB 'p5E I Nirc s o 'n ,� 1 �p INCLUDED M THE SETBACK. — 1 eo e 08 I li \� ,,3 r 2. PARKING REQUIREMENT: 1 E 7 G � I I • r: FUTURE HOMES TO BE BUILT WILL HAVE FOUR (4) " io +r 1 ` 141 ti� !$� a� DRIVEWAY PARING SPACES IN ADDI710N TO ANY 3. LIN NDSC� PINNG REQUIREMENTS P 1 I 3 j$ s, \` a I + ALL LOTS WILL BE REQUIRED TO PLANT ONE (1) Y. I LOT .2 cob. vow tioP O 9 s. TREE IN THE FRONT YARD. LOTS VIM MULTIPLE ;" F Address 114811 / I • • P THE FRONT DOOR LOCATED. TO THE FRONT MERE ut I (Tax Lot 90042000130) • I J Found 966 rebar 0.33' r/.ee�t $ _ 4. A FIRE HYDRANT IS REQUIRED WITHIN 150 FEET I OF ALL STRUCTURES MEASURED BY VEHICULAR 10'1 TRAVEL • L_ slis RECORDING NO. VOL/PAGE SCALE: 1 loch - 30 8. 0 30' PORTION OF SE 1/4 of NE 1/4 S 22 T.??_N., R. 4 F W M T 84.7' --- act 4 F 5. INGRESS/EGRESS ACCESS ROAD TO BE DECLARED AND SIGNED 'FIE LANE - NO PARIONG ON BOTH r SIDES. 6. Field data for this survey was obtained by direct I field measurements. Angular and linear relationships were measured with o six secant theodolite and electronic measuring device. supplemented by o sled tape. We surrey meets cc exceeds th e e I standards contained In WAC 332 -130 -090. LOT AREAS LOT 1 - 8,233 eq.ft (excluding easement) LOT 1 - 9,784 eq.ft (Including easement) LOT 2 - 8.232 eq.ft. (excluding easement) LOT 2 - 9.783 eq.ft. (Including easement) LOT 3 - 8.231 eq.fL (excluding easement) LOT 3 - 8.887 eq.ft. (Including easement) LOT 4 - 10.298 eq.ft (excluding easement) LOT 4 - 10.784 eq.ft (Including easement) LOT 5 - 8.835 sq.R (excluding easement) LOT 5 - 11.530 eq.ft. (Indudng easement) LOT 8 - 10.838 eq.ft. LOT 7 - 10,528 eq.ft (excluding easement) LOT 7 - 13228 eq.ft. (inducting easement) LOT 8 - 14.874 eq.R (excluding easement) LOT 8 - 15.893 eq.R (Inducting easement) LOT 9 - 21295 eq.ft. ((occluding easement) LOT 9 - 21.788 eq.ft. (Including easement) Private 20' Starves, egress, utilities Easement Area - 11.084 eq.ft. � 0 'E Ztl 58739 LOT 3 I Addreae - /14817 I I 101 CL LOT 4 Address - 114825 (2) S ar h n Mf 1.� 4\W • 9, • *� 1 LOT 5 1 Address - 11 1 r- BUILDING SETBACK UNES (TYP) I ,2111 I fi g2s 11 94 .I 1r1;111,:pli§° TI 1--) I ,. 58739 0�6 E b 5 HT /OD42000144�'1 (Tax Lot �Dt2000145 97.83' /464 House /4881) FMd Parmlt 9007-277) 1 — — — 1 10 =/r Building Setback Unen (TYP) L . f 134.14'I 1 1 (Parcel B - BLA0077 Rec. 920080411900010 I 1 dope greater ae O 45 AC existing fte hydrant Sf r ee asem IB /3rf R1 Rea / - LOT 8 Address - 11 ts'I 5715'26 W I. . OrgInd Tract Ire 19.31 . I 4NSw Water U0s easement Rea / LOT 9 Address - /14837 1 TjatAarcel e L.5-08-1)325:00004 LI Rae. (4) 128.18' (0) 128.4' (P) N8891.3YW (19) LOT 6 Address - / 14831 (3) 126.18' c) 128.4' (P) 3' trees to remain Found rebor w /cop 19835 - 'marked w corner sale. south. north & 0.45' (18) 15 BUFFER AREA NOTE 15' BUFFER AREA CANNOT BE ALTERED OR DISTURBED TO NCLUDE NO PLANTING OR CONSTRUCTION BUFFER OR ON THE STEEP ODES BLOCK) (17) 232. N88101'32'W (16) SURVEY FOR: Sldhu Homes. Inc. 4228 So. 148th Street Seattle. WA SCHROETERVILAND SURVEYING PROFESSIONAL LAND SURVEYORS PA feat 813, Se.wt, Washington 16062 abe, 242-4421 FAX N2060243-9679 DWI. BY LAW DA1E 10/17/06 DATE FJELD 8/28/06 JOB NO. 497/21 PROJECT NO. 06228 CHAD. BY REVISED 9/30/09 SCALE 30' SHEET 3 of 4 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09 -034 APPROVALS: Reviewed and approved by the Short Subdivision Committee cad hereby acetified for fling this _doy of DECLARATION Know 011 men by these presents that we, the undersigned, owner(s) In fee Mnple of the Iond herein described do hereby make a SHORT PLAT. Me undersigned further declare this SHORT PLAT to be o graphic reprseentatian of sold SHORT PLAT of said and Berne is mode with the fres consent ad In accordance with the desire of the owner(.). IN FATNESS WHEREOF we set ow hands and seals. State of Washington County of On this doy personally appeared before me to me bnoen to be the bd)NAal who executed the foregoing instrument and acknowledged the he /she signed the some as his/her voluntary act and deed for the uses and purposes mentioned thereby. GIVEN under my hand a seal this day of Signature Name as commissioned Title My appointment expires State of Washington County of On this day personally appeared before me to me known to be the Individual who executed the foregoing Instrument and acknowledged the he /she signed the some as his/her yolun y oet and deed for the uses and purposes mentioned Mersin GIVEN under my hand o seal this doy of Signature Name as commissioned TWe My appointment expires Chairman. Short SubdIMabn Committee DEPARTMENT OF ASSESSMENTS Examined orM approved this _ day of Assessor Deputy Assessor Account Number 004' 159)114) ANT 004200014n 20_ RECORDING NO. VOL/PAGE PORTION OF SE 1/4 of NE 1/4, S. 22 T. 23 N R 4 F W.M. OLD LEGAL DESCRIPTIONS TRACT 2, BLOCK 2, ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY. WASHNGTOkk and PARCEL B. CRY OF TUKWILA BOUNDARY UNE ADJUSTMENT N0. L08 -032. RECORDED UNDER RECORDING N0. 20080825900002 RECORDS OF KING COUNTY, WASHINGTON BONG A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2. ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTIONS LOTH MAT POR11ON OF TRACT 2. BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2 THENCE SOUTH 011213' W EST, ALONG THE WEST UNE OF SAm TRACT 2, 77.52 FEET: THENCE SOUTH 87'5905" EAST 126.22 FEET TO ME EAST UNE OF SAID TRACT 2 THENCE NORTH 0112'54' EAST, ALONG SAID EAST UNE. 77.52 FEET TO THE NORTH UNE OF SAID TRACT 2 THENCE NORM 8739'06' WEST. ALONG SND NORTH UNE. 126.23 FEET TO THE POINT OF BEGIWdNR &ECT TTO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTOITES RECORDED UNDER KING COUNTY RECORDING N0. - SUB.ECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTRITIES EASEMENT RECORDED UNDER KING CO�UrNTY REzC�ORDING 0. N LOT 2 1' z, O. THAT PORTION OF TRACT 2 BLOCK 2. ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31. RECORDS OF KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2: THENCE SOUTH 011x23' WEST. ALONG THE WEST UNE OF SAID TRACT 2 77.52 FEET TO THE TRUE POINT OF BEGINNING THENCE SOUTH 011x23' WEST, ALONG THE WEST UNE OF SAID TRACT 2 77.52 FEET, THENCE SOUTH 87'5995' EAST 126.21 FEET TO THE EAST UNE OF SAID TRACT 2 THENCE NORTH 011x54' EAST, ALONG THE EAST UNE OF SAID TRACT 2 77.52 FEET: THENCE NORTH 8739'05' WEST 126.22 TO TIE TRUE POINT OF BEGINNING SUBJECT 70 AND TOGETHER 871H AN PRIVATE INGRESS EGRESS AND UIGJTIES RECORDED UNDER KING COUNTY RECORDING N0. SUBJECT TO AND TOGETHER WIM A PRIVATE SIDEWALK AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORD! IBC N0. tOD LOT3 MAT PORTION OF TRACT 2 BLOCK 2 ADAMS HONE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY. WASHINGTON. DESCRIBED AS FOLL0W4 BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2 THENCE SOUTH 011•23' WEST. ALONG THE WEST UNE OF SAID TRACT. 155.04 FEET TO THE TRUE POINT OF BEGNNNR THENCE SOUTH 0759'05 EAST 126.21 FELT 10 THE EAST UNE CF SAID TRACT 2 11181114CE Sound 011254' WEST, ALONG THE EAST UNE OF SAID TRACT 2. 31.91 FELT, NDICE NORTH 8739'05' WEST 20.00 FEET: THENCE SOUTH 01254' WEST 45.61 FEET, THENCE NORTH ens' or WEST 108.19 FEET TO THE WEST UNE OF SAID TRACT 2 THENCE NORTH 0122r mENT ALONG SAID WEST UNE 77.52 FEET TO THE TRUE POINT OF BEGINNINR SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS. EGRESS AND UTILITIES RECORDED UNDER KING COUNTY RECORDING N0. SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND U71U1IES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO O NEW LEGAL DESCRIPTIONS CONTINUED: LOT4 THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO ME PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2 THENCE SOUTH 011x23' WEST, ALONG THE WEST UNE OF SAID TRACT, 232.56 FEET TO THE TRUE POINT OF BEGINNING THENCE CONTINUING SOUTH 0112'23 WEST. ALONG SAID WEST UNE. 78.28 FEET TO THE SOUTH UNE OF SAID TRACT 2 THENCE SOUTH 8891'32 EAST, ALONG SAID SOUTH UNE. 126.18 FEET TO THE EAST UNE OF SAID TRACT 2 THENCE NORTH 011254' EAST, ALONG THE EAST UNE OF SAID LOT 2. 123.80 FEET: THENCE NORTH 873906' WEST 20.00 FEET: THENCE SOUTH 011x54' VEST 45.51 FEET: THENCE NORTH 8739'05' WEST 108.19, TO THE WEST UNE OF SAID TRACT 2 AND THE TRUE POINT OF CNNNR CT TO AND TOGETHER WTI AN PRIVATE INGRESS. EGRESS AND UTILITIES T RECORDED UNDER KING COUNTY RECORDING N0. SUBJECT TO AND TOGETHER WITH A PRIVATE 9DEWALK AND UTILITIES EASEMENT RECORDED UNDER COUNTY RECORDING N0. LOT 5 D fit] THAT PORTION OF PARCEL B. CRY OF TUKWILA- BOUNDARY LINE ADJUSTMENT N0. 108-032. RECORDED UNDER RECORDING N0. 20080625900002 RECORDS OF KING COUNTY. WASHINGTON, WHICH 15 A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2. ADAMS HOME TRACT SECOND ADDITION. ACCORDING 10 NE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90. RECORDS OF KING COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 1481H STREET: THENCE SOUTH 0113'26' WEST. ALONG ME WEST UNE OF SAID TRACT 4, 135.01 FEET TO THE TRUE POINT OF BEGINNING THENCE CONTINUING ALONG SAID WEST UNE. SOUTH 0113'28' WEST 91.37 FEET: THENCE NORTH amens* WE5T 128.19 FEET: THENCE NORTH 011254' EAST 91.37 FEET: THENCE SOUTH 87'5W05' EAST 128.21 FEET TO TILE TRUE PONT &F,.. BEGINNIN G, ECT TO AND TOGETHER WITH AN INGRESS, PRIVATE INESS. EGRESS AND UTILITIES ENT RECORDED UNDER KING COUNTY RECORDING N0. SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTILITIES EASEMENT o J8ZC1ED UNDER KING COUNTY RECORDING NO. TO AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING NTY RECORDING NO. LOT 6 THAT PORTION OF PARCEL B, CITY OF TUKWOA BOUNDARY UNE AD.USTMEIIT N0. 1.08-032. RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2. ADAMS HOME TRACT SECOND ADDITION. ACCORDING TO THE PLAT THEREOF RECORDED N VOLUME 12 OF PLATS PAGE 90, RECORDS OF KING COUNTY. WASNNGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORmHF:sr CORNER OF TRACT 4. AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET: THENCE SOUTH 013'26' WEST. ALONG THE WEST UNE GF SAID TRACT 4. 226.38 FEET TO THE TRUE POINT OF BEGNNINR THENCE CONTINUING ALONG SAID WEST UNE. SOUTH 013'26• WEST 84.27 FEET TO 111E SOUTH UNE OF SND TRACTS THENCE NORM 88'01'32' WEST, ALONG THE SOUTH UNE OF SAID TRACTS 128.18 FEET. TO THE WEST UNE OF SAID TRACT 3: THENCE NORTH 01x54' EAST, ALONG SAID VEST LINE, 84.38 FEET: THENCE SOUTH 8739'05' EAST 128.19 FEET TO 111E TRUE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WTI AN PRIVATE INGRESS EGRESS AND UTILITIES T RECORDED UNDER KING COUNTY RECORDING N0. SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO SU8.ECT TD AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING N0. RECORDER'S CERTIFICATE Wed for record this. day of 20 at. M In book of at page. of the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE U Richard L Sehroetr. registered as a land surveyor by the State of WasMngtan. certify that this plat Is based on an actual survey of the land described herein, conducted by me or under my euporMIon: that the distances, courses old angles are shown thereon correctly and that monuments other than those monuments approved for setting at o toter date, have been set and lot comers staked on the ground as depicted on the plot. 123604 SURVJI'Y FOR: SMhu Homes. Inc. 4228 So. 148th Street Seattle, WA SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS Pa Hex Bt9, Sralxrrt, VaW.ptoy 9006E K2261 642 -6621 FAX 0291943-9679 DWI. BY LAW DATE 10/17/08 .18 N0. 497/21 DATE RECD 8/28/06 PROJECT N0. 06228 REVISED 9/30/09 SHEET 1 OF 4 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09 -034 (NEW LEGAL DESCRIPTIONS CONTINUED) LOT7 TWAT PORTION OF PARCEL B, OTT OF TUKINLA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY. WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING 10 THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS. PAGE 90. RECORDS OF KING COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 0113'28' NEST, ALONG THE WEST UNE OF SAID TRACT 4, 135.01 FEET; THENCE SOUTH 8759'05' EAST 97.83 FEET, TO THE EASTERLY UNE OF SAID TUKWILA BOUNDARY LINE ADJUSTMENT NO. 1.08 -0321 THENCE NORTH 0170'53' EAST, ALONG 114E EASTERLY UNE. 135.01 FEET TO 114E NORTH UNE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SCUM 148114 STREET; THENCE NORTH 8739'05' WEST ALONG SAID SOUTHERLY MARGIN, 98.12 FEET TO THE POINT OF BEGINNING,` SUBJECT TO AND TOGETHER MNTH AN PRIVATE INGRESS, EGRESS AND UTILITIES LASDIENT RECORDED UNDER KING COUNTY RECORDING N0. SUBJECT TO AND TOGETHER NTH A PRIVATE SIDEWALK AND UTUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING N0. LOT 8 TWAT PORTION DF PARCEL 8, QTY OF TUKWIIA BOUNDARY UNE ADJUSTMENT N0. 1.08- 032, RECORDED UNDER RECORDING N0. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A POR11O N OF TRACTS 3. 4 AND 5 IN BLOCK 2. ADAMS HOLE TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN 110WEIE 12 OF PUTTS PACE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF TRACT 4. AND THE SOUTHERLY MARGIN OF SOUTH 148111 STREET, THENCE SOUTH 0113'28' wEsT, ALONG THE 6557 UNE OF SND TRACT 4. 135.01 FEET TO THE TRUE POINT OF BEGINNNGI THENCE CONTINUING SOUTH 0113•28' WEST 50.82 FEET; THENCE SOUTH 88'48'34' EAST 20.00 FEET; THENCE SOUTH 01,3'28' HEST 24.37 FEET; THENCE SOUTH 5725'28' EAST 19.31 FEET; THENCE SOUTH 8739'05' EAST 195.59 FEET TO THE MOST EASTERLY UNE OF SND TUKWILA BOUNDARY UNE ADJUSTMENT NO. 108 -032 THENCE NORTH 01'04'27 EAST. ALONG SAID MOST EASTERLY LINE 62.19 FEET; THENCE NORTH 8890'08' WEST 134.14 FEET; MINCE NORTH 0120'53' EAST 22.86 FEET; THENCE NORTH 8739'05' NEST 97.83 FEET TO THE TRUE POINT OF t gigGINNING SUBJECT TO AND TOGETHER METH AN PRIVATE INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER 1610 COUNTY RECORDING N0. SUBJECT TO AND TOGETHER 11TH A PRIVATE SIDEWALK AND UTIUTES EASEMDIT CORDED UNDER KING COUNTY RECORDING N0. SUBJECT TO AND TOGETHER 61111 A WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. LOT9 THAT PORTION OF PARCEL 8, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032. RECORDED UNDER RECORDING N0. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON. WHICH IS A PORTION OF TRACTS 3, 4 AND 5 N BLOCC 2. ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PACE 90, RECORDS OF TONG COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER Cr TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148111 STREET; THENCE SOUTH 0113'26' WEST, ALONG TIE WEST UNE OF SAID TRACT 4 185.83 FEET TO THE TRUE POINT OF BEGINNING: THENCE COMIMANG SOUTH 0113'28' NEST 124.55 FEET 10 THE SOUTH UNE OF SAID TRACTS THENCE SOUTH 88'O1'32. EAST, ALONG THE SOUTH UNE OF SAID TRACTS. 232.32 FEET 10 THE MOST EASTERLY UNE Cr SAID TUKWILA BOUNDARY LIFE ADJUSTMENT NO. L08- 032; THENCE NORTH 01'04'27 EAST, ALONG SAID MOST EASTERLY UNE. 00.47 FEET; THENCE NORTH 8739'08' NEST 195.59 FEET: THENCE NORTH 5725'26' WEST 19.31 FEET; THENCE NORTH 0113'28' EAST 24.37 FEET; DICE NORTH 88'48'34' WEST 20.00 FEET TO THE TRUE POET OF EEGNNIN01 CT TO AND TOGETHER WTTH AN PRIVATE INGRESS. EGRESS AND UIWTIES T RECORDED UNDER KING COUNTY RECORDING NO SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTILITIES EASEMENT COIRDED UNDER KING COUNTY RECORDING N0. SUBJECT 10 AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KNG COUNTY RECORDING NO. NEW PRIVATE 20' INGRESS, EGRESS AND UTILITIES EASEMENT THAT PORTION OF PARCEL B. QTY OF TUKNILA BOUNDARY UNE ADJUSTMENT N0. 108 -032. RECORDED UNDER RECORDING N0. 20080825900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORT1ON OF TRACTS 3. 4 AND 5 AND Cr TRACT 2, ALL IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS. PAGE 90. RECORDS OF KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 2 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET: THENCE NORTH 87'9'05' WEST, ALONG THE NORTH UNE OF SAID TRACT 2, 20.00 FEET; THENCE SOUTH 0112•54' WEST 188.94 FEET TO A PONT OI' CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 40.00 FEET, AN ARC OF 82.27 FEET; THENCE SOUTH 8739106' EAST 80.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS 40.00 FEET. AN ARC OF 63.38 FEET; 11104 CE NORTH 0113'28' EAST 185.83 FEET TO THE NORTH LINE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SOUTH 148111 STREET; THENCE NORTH 8759105' WEST. ALONG SAID SOUTHERLY MARGIN, 20.00 FEET: THENCE SOUTH 0113'28' WEST 186.11 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO 1145 RIGHT WRIT A RADIUS OF 20.00 FEET. AN ARC OF 31.69 FEET; THENCE NORTH 8759'06' WEST 88.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO ME RIGHT WITH A RADIUS OF 20.00 FEET. AN ARC OF 31.14 FEET; THENCE NORTH 0112'54' EAST 188.68 FEET TO TIE 1106114 UNE OF SAID LOT 2 AND THE POINT OF BEGINNING Waterline Easement for Water District #125 THAT PORTION OF PARCEL B. QTY OF TUKWILA BOUNDARY LINE ADJUSTMENT N0. L08 -032. RECORDED UNDER RECORDING N0. 20080625900002 RECORDS OF ICING COUNTY, WASHINGTON, 11104 IS A PORTION OF TRACTS 3, 4 AND 5 ALL IN BLOCK 2 ADAMS NOME TRACT SECOND ADOTION, ACCORDING TO THE PLAT THEREOF RECORDED N VOLUME 12 OF PLATS PAGE 90. RECORDS OF KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 4; THENCE SOUTH 0113'26' HEST 170.00 FEET; THENCE NORTH 88'46'34' TEST 5.00 FEET; THENCE SOUTH 0113'28' NEST 70.00 FEET; THENCE SOUTH 88'48'34 EAST' 30.00 FEET; THENCE NORTH 0113'26' EAST 70.00 FEET; THENCE NORTH 88•48'34' WEST 5.00 FEET; THENCE NORTH 0113'26' EAST 169.72 FEET TO THE NORTH LINE Cr SAID TRACT 4; T D4CE NORTH 8739'06' WEST, 41040 SAID NORTH UNE, 20.00 FEET TO THE PANT OF BEGINNIN0. RECORDING NO. VOL/PAGE PORTION OF SE 1/4 of NE 1/4, S. 22 T.?3_14., New Private 5' Easement for sidewalks and utilities THAT PORTION OF PARCEL B. CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT 140. 108 -032. RECORDED UNDER RECORDING N0. 20080825900002 RECORDS OF KING COUNTY. WASHINGTON, W14101 IS A PORTION OF TRACTS 3, 4 AND 5 AND TRACT 2, ALL IN BLOCK 2. ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE NORTHEAST CORNER Cr SAD TRACT 2 AND THE SOUTHERLY MARGIN Cr SOUTH 148TH STREET; THENCE NORTH 8759'05' WEST. ALONG THE NORTH UNE OF SAID TRACT 2, 20.00 FEET TO 114E TRUE POINT OF 6501418111: THENCE CONTINUING NORTH 8759'05' NEST 5.00 FEET; THENCE SOUTH 0112'54' WEST 187.01 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 45.00 FEET, AN ARC 01 70.06 FEET; THENCE SOUTH 8759'05' EAST 88.20 FEET TO A PONT OF CURVATURE; THENCE ON A CURVE TO THE LEFT 11TH A RADIUS 7 45.00 FEET, AN ARC OF 71.31 FEET; THENCE NORTH 0113'28' EAST 185.76 FEET TO THE NORTH LINE OF SAID TRACT 4; THENCE NORTH 8759'05' WEST, ALONG SAID NORTH UNE. 5.00 FEET THENCE SOUTH 0113'26' WEST 185.83 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40.00 FEET, AN ARC OF 83.38 FEET: THENCE NORTH 873906' WEST 88.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIO1T WITH A RADIUS OF 40.00 FEET, AN ARC Cr 62.27 FEET; THENCE NORTH 0112'54' EAST 186.94 FEET TO THE TRUE POINT OF BEGINNING. SURVEY FOR: Oahu Homo, he. 4228 So. 148th Sheet Seattle. WA SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PSI low OU, 240l0ret, Va>TYpten 96062 0206) 242 -6621 nut 0661243-5679 DW1. BY LAW DATE 10/17/06 DUE FIELD 8/28/76 J08 N0. 497/21 PROJECT NO.08228 CHID. BY REVISED 9/30/09 SCALE 1' 30 SHEET 2 OF 4 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09 -034 Notes Fleld data for this survey was obtained by direct fold measwements Angular and linear relationships were measured with a six second theodolite and electronk measuring device. supplemented by a steel tape. Tbls survey meets or exceeds the standvds contained In WAC 332 -130 -090. DETAIL: ACCESS, SIDEWALK AND UTILITIES EASEMENTS SCALE 1' - 37 Northeast comer Tract 2/ owner Northwest Tract 3 1P08 S' sidewalk eaeement—\ N87'59bSOd >f I �6C6 I II' LOT 1 .. 1 2 So. 148th St. S87 59.05"E ortheast corner Tract 3/ Northwest comer Troll 4 Northwest comer Tract 4 n 12, CN N j • LOT 2 33 S Br L$ 5' Private easement for • ut•tle King County Rec. / LOT 3 (2) '1 L-62.27' 8-40.00 A = 8911'59' LOT 4 L -70. R -43.00 -8911'59. e. 20.00' LEGEND • Concrete Monument in Cosa X Took In Lead or Noll & Disk O set rebor w /cap /23804 • Found pipe or rebor I 5.000' °S.W Private easement for sidewalk R lities King County L II E � �bocF �� LOT 5 I 1x31.14' ,JI1 4 8911'59- (�� LOT 8 L-31.69' 9'v D - 974729' r 40.00 L- 03.30' 58759'051 �/ i „ - 974729' 88.20' I 58739'06PE 1 / / New Water Line easement King 58719'05'E — County Rec. / LOT 7 b i R-45.00 30.00' L- 71.31" N89'48'34'W A - 90'47'29' LOT 6 Nome Adams ocK)2 LOT 9 RECORDING NO. VOL/PAGE SCALE 1 mot.. 30 ft mass 0 30' 00' PORTION OF SE 1/4 of NE 1/4 S 22 T. 23 N R _4__E., W.M. So. 144th St. Found 1/2' brass pin In concrete in case - 6/11/99 17112.57'E Bash of Bearing (Assumed) 881.30' meas. 881.41' Plat 881.00' cola Found rpipe w /tod( in case 2.79' east & 1.21' south of ado. intersection - 11/21/OS 2 15' So. 148th St. • 252.46' (c) -I 252.8' (P) I I SITE 1 S9759'OS E (2) kssor (3) 5 Ix 0 SURVEY FOR S &iu Homes. Inc. 4228 So. 148th Street Seattle. WA SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PJL fox •a. Seelwt, VWwipte• 98062 (0061 848 4623 FAX @ae4•43-9679 DWN. BY LAW DAZE 10/17/08 DOTE RELD 8/28/06 JOB NO. 497/21 PROJECT AO. 08228 *MO BY REVISED 09/30/09 SCALE 1' w 30' SHEET 4 of 4 LL • mi its; up 112144s 116914 .; ! i." 0 1 ° rs; • i „.0 ,$,Y;18 1, .701 1 •c.: E . • 18 , '11126.22 fl ir--. l.:2 IN -" 1 86944s : 0_ LOT 2 Cr) 86254 • -.'.,:!, : 61.5 64.72 i'- LOT 1 10458ns 89900 l'•::, ,. 15i15 I c4 co. I 354064s 20837#s 104.1,14s ! 20001211001594 16 78408#s LOT 317494 592679 1.36 AC 128 :2 12 '3 126.4 10080# s.7 • 100806s 18900ns 391844 91804 C1.36 69 . • , - 4 58.22 58.20 126 2 3 ACTS 126 96.12 1314.10 , • —"126".0o1 987427-- 174 13 PCI.. WITUSP L05-071 -Ar- LOT Zi '-' o ,.., z ,‘... 0: . oc, 1;...9 ,15,1.: i 159134 4 i_75.71„._... .. 58:42.. er, S88-05-46E 134.13 . 20 20 A 20070612900001 21.^. co LOT 2 S _148TH ST Pcl B 73018# 6.68 AC 126.18 126 25 TU SP NO L92-0044 TU SP NO L92-0076 TU BLA 9012C 392284 2.32.83 90-9-BLA 50391 2,2 BD 111.40 N88^57'oo"w(Fr - .: Kr PN7Qfl1 1 391846 1 141. 9 10 :50 1 20110215900005 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09 -034 DECLARATION Know all men by these presents that we the undersigned, owner(s) in fee simple of the land herein described do hereby make a SHORT PLAT. The undersigned further declare this SHORT PLAT to be a graphic representation of said SHORT PLAT of said and same is made with the free consent and in accordance with the desire of the owner(s). IN. WITNESS WHEREOF we set our hands and seals: 6(.4, ) )L :vt ,,, s,r�.� State of Washington County of Ora thi2 ,day , ponally appeared before me ,rxrrA'.t 1 to me known to be the individual who executed the 'foregoing instrument and acknowledged the he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of ' Febniw`N aT011 Signature' Name as commissioned klur,e. ;4t:k'rk Title NoltA.r. , My appointment: expires 65 X- #- j a Wi.-k APPROVALS: • DEPARTMENT OF ASSESSMENTS Reviewed and approved by the Short Subdivision Committee • Examined and approved this 15tk. day of32111iA19 -2OLL and hereby �er,�!fled4or4Iing this _if day of/� �l 20) ; t CI Nom" Asse or lli1.0 zi4( IU i1%OM Chairman/ Mort Subdivision Committee Deputy Assessor Account Number 0042000130 AND 0042000140 State of Washin'yton County of t i iOi, On this day pprsopally appeared before me u(hh,r maror&+i4to me known to be the individual who executed the foregoing . instrument and acknowledged the he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN - under my hand a seal this day of 170101 .2011 Signature 7A,1a1 a LiJ.�'''<-f Name as commissioned )urge AU)ee I,e Title Noto- My appointment expires OS-39'1'1 111 ]LfflU 20110215900005 PAGE e -el OF IIN 143.00 . - 02/1s/2011 4:50 KONG COUNTY UN ...at M in bookg...ofu"(uaC page.tt.:at the request of 191 Mgr. Supt. of Records OLD LEGAL DESCRIPTIONS TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF KLUOKUWU IN VOLUML 11 OF YLA I J, -rAGt 31, KEl1UKUS tar KING COUNTY, T, WASHINGTON; and . PARCEL B. CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON; BEING A PORTION OF TRACTS 3. 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. NEW LEGAL. DESCRIPTIONS: LOT ' THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY; WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CCRNER OF SAID TRACT 2; THENCE SOUTH 0112'23" WEST, ALONG THE WEST UNE OF SAID TRACT 2, 77.52 FEET; THENCE SOUTH 8759'05' EAST 126.22 FEET TO THE EAST UNE OF SAID TRACT 2; NORTH 0112'54' EAST; ALONG SAID EAST UNE, 77.52 FEET TO THE NORTH UNE OF SAID TRACT 2; THENCE NORTH 8759'05" WEST, ALONG SAID. NORTH UNE, 126.23 FEET TO THE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO.- 20110131001571 ;.. SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570.; SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED . UNDER KING COUNTY RECORDING NO. 20110207000576. _ LOT2 THAT- POR11ON_OF IRACT.:7__BLOCK. 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH 0112'23" WEST, ALONG THE WEST UNE OF SAID TRACT 2, 77.52 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 0112'23" WEST, ALONG THE WEST . UNE OF SAID TRACT 2, 77.52 FEET; THENCE SOUTH 8759'05" EAST 126.21 FEET TO THE EAST UNE OF SAID. TRACT 2; THENCE NORTH- 0112'54" EAST, ALONG THE EAST LINE OF SAID TRACT 2, 77.52 FEET; THENCE NORTH .87'59'05' WEST 126.22 TO THE TRUE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTiUTiES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571 ;. SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTIUT1ES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570; SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000576:. • LOTS THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED. IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH 0112'23" WEST, ALONG THE WEST UNE OF SAID TRACT,. 155.04 FEET TO THE TRUE POINT OF BEGINNING;- THENCE SOUTH 87'59'05" EAST 126.21 FEET TO THE EAST UNE OF SAID TRACT 2; THENCE SOUTH 0112'54" WEST, ALONG THE EAST:, UNE OF SAID TRACT 2, 31.91 FEET; THENCE NORTH 8759'05' WEST 20.00 FEET; THENCE SOUTH 0112'54" WEST 45.61 FEET; THENCE NORTH 8759'05' WEST 106.19 FEET TO THE -WEST I-INF OF SAID TRACT 2; THENCE NORTH 0112'23 EAST, ALONG SAID WEST LINE 77.52 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER NATH A PRIVATE SIDEWALK AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570; SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED. UNDER KING COUNTY RECORDING NO. 20110207000576. LAND SURVEYOR'S CERTIFICATE I, Richard L Schroeter, registered as a land surveyor by the State of Washington, certify that this plot is based on on actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set and lot comers staked on the ground os depicted on the plot. #23604 SURVEY FOR : Sidhu Homes, Inc. 4224 So. 148th Street Tukwila, WA . 98168 RECORDING NO. VOL. /PAGE a-78 /I g� PORTION OF SE 1/4 of . NE 1/4, S. 22 T. 23 N., R.4_E., W.M. NEW LEGAL DESCRIPTIONS CONTINUED: LOT4 • THAT PORTION OF •TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31._ RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH 0112'23" WEST, ALONG THE WEST UNE OF SAID TRACT, 232.56 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0112'23' WEST, ALONG SAID WEST UNE, 78.28 FEET TO THE SOUTH UNE OF SAID TRACT 2; THENCE SOUTH 88'01'32" EAST, ALONG SAID SOUTH UNE, 126.18 FEET TO THE EAST UNE OF SAID TRACT 2; THENCE NORTH 0112'54' EAST, ALONG THE EAST UNE . OF SAID LOT 2, 123.80 FEET;. THENCE NORTH 87'59'05' WEST 20.00 FEET;. THENCE SOUTH 0112'54" WEST 45.61 FEET; THENCE NORTH 8759'05' WEST . 106.19. TO THE WEST UNE OF SAID TRACT 2 AND THE TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS. EGRESS AND U1IUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTiUTiES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570;. SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000576. LOT S° THAT PORTION OF PARCEL B. CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT . NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS. FOLLOWS: . BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 0113'26" WEST, ALONG THE . WEST UNE OF SAID TRACT 4, 135.01 FEET TO THE TRUE POINT OF BEGINNING; ' THENCE CONTINUING !ALONG SAID WEST UNE, SOUTH 0113'26' WEST 91.37 FEET; THENCE NORTH 8759'05' WEST 126.19 FEET;. THENCE NORTH 0112'54" EAST 91.37 FEET; THENCE SOUTH 87'59'05" EAST 126.21 FEET TO THE TRUE POINT OF BEGINNING; ' SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570. - SUBJECT TO AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING . COUNTY RECORDING NO. 20091021000692 SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000575: LOT6 THAT PORTION OF PARCEL B. CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING - COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 0113'26' WEST. ALONG THE WEST UNE OF SAID TRACT 4, 226.38 FEET TO THE TRUE POINT OF BEGINNING;. THENCE CONTINUING ALONG SAID WEST UNE, SOUTH 0113'26' WEST 84.27 FEET. TO THE SOUTH UNE OF SAID TRACTS; THENCE NORTH 88'01'32' WEST, ALONG THE SOUTH UNE OF SAID TRACTS, 126.18 FEET, TO THE WEST UNE OF SAID TRACT 3; THENCE NORTH 0112'54" EAST, ALONG SAID WEST UNE, 84.36 FEET; THENCE SOUTH 87'59'05" EAST 126.19 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH . AN PRIVATE INGRESS, EGRESS AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO: 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK - AND UT1UTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570. SUBJECT TO AND TOGETHER WITH A. WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20091021000692; SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING-NO. 20110207000575. SCHROETEROLAND ..SURVEYING- PROFESSIONAL LAND SURVEYORS P.6 Box 813, Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679 DWI. BY. LAW DATE 10/17/06 JOB NO. 497/21 DATE FELD 8/28/06 PROJECT NO. 06228 REVISED 2/10/11 SHEET 1 OF 4 r VII I WI- 1 V/NVVILM' KING COUNTY, WASHINGTON PO SHORT PLAT FILE NO. L09 -034 LA 0g . 0 immmeNizes- RS88 N 2 Y (NEW LEGAL DESCRIPTIONS CONTINUED) LOT7 THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING N0. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A.PORTION OF TRACTS 3; 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RtLAJKuw IN VOLUML 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 01'13'26' WEST, ALONG THE WEST UNE OF SAID TRACT 4, 135.01 FEET; THENCE SOUTH 87'59'05" EAST 97.83 FEET, TO THE EASTERLY UNE OF SAID TUKWILA BOUNDARY LINE ADJUSTMENT NO. L08 -032; THENCE NORTH 0120'53" EAST, ALONG THE EASTERLY UNE, 135.01 FEET TO THE NORTH UNE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SOUTH 148TH. STREET; THENCE NORTH 87'59'05" WEST ALONG SAID SOUTHERLY MARGIN, 98.12 FEET TO THE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 2011 01 31 001 570;. SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000575; SUBJECT TO AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20091021000692. LOTS" THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 011.'26" WEST, ALONG THE WEST UNE OF SAID TRACT 4, 135.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0113'26" WEST 50.82 FEET THENCE SOUTH 88'46'34' EAST 20.00 FEET; THENCE SOUTH :0113'26' WEST 24:37 FEET; THENCE SOUTH .57'25'26 EAST 19.31 FEET; THENCE SOUTH 87'59'05" EAST 195.59 FEET TO THE MOST EASTERLY UNE OF SAID TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032; THENCE NORTH 01'04'27" EAST, ALONG SAID MOST EASTERLY UNE, 62.19 FEET; THENCE NORTH 88'00'08" WEST 134.14 FEET; THENCE NORTH 01'20'53" EAST 22.86 FEET; THENCE NORTH 87'59'05 ". WEST 97.83 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND. UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570;. SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000575; SUBJECT TO AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20091021000692. LOT9 NEW PRIVATE 20' INGRESS,EGRESS AND UTILITIES EASEMENT THAT PORTION OF. PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3 1 AND 5 AND OF TRACT 2, ALL IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT .THEREOF RECORDED IN VOLUME .12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 2 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 87'59'05" WEST, ALONG THE NORTH UNE OF SAID TRACT 2, iu.uu rtLT; THENCE SOUTH 0112'54" WEST 186.94 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 40.00 FEET, AN ARC OF 62.27 FEET; THENCE SOUTH 87'59'05" EAST 86.20 FEET TO 'A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS 40.00 FEET, AN ARC OF 63.38 FEET; THENCE NORTH 0113'26" EAST .185.83 FEET TO THE NORTH UNE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 87'59'05" WEST, ALONG SAID SOUTHERLY MARGIN, 20.00 FEET; THENCE SOUTH 0113'26" WEST 186.11 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00. FEET, AN ARC OF 31.69 FEET; THENCE NORTH 67'59'05" WEST 86:20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.14 FEET; THENCE NORTH 0112'54 "' EAST 186.66 FEET TO THE NORTH UNE OF SAID LOT 2 AND THE POINT OF BEGINNING. 2 -78 /(,f PORTION OF SE 1/4 of -NE 1/4, S._22 T. 23 N., R 4 E., W.M. • b"`el Pel tc 5' C s. IJ I� d rovwuolaa aW O/YOa70Y►a 'tII1YYYIIY9S THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. LO8 -032, RECORDED UNDER RECORDING. NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 AND TRACT 2, ALL IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING . AT THE. NORTHEAST CORNER OF SAID TRACT 2 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 87'59'05" WEST, ALONG THE NORTH' UNE OF SAID TRACT. 2, 20.00 FEET TO THE TRUE POINT OF BEGINNING ;; THENCE CONTINUING, NORTH 87'59'05" WEST 5.00 FEET; THENCE .SOUTH 0112'54" WEST 187.01. FEET. TO A POINT OF CURVATURE; THENCE ON A' CURVE TO THE LEFT WITH A RADIUS OF 45.00 FEET, AN ARC OF 70.06 FEET; THENCE SOUTH 87'59'05" EAST 86.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 45.00 FEET, AN ARC OF 71.31 FEET; THENCE NORTH- 0113'26" EAST 185.76 FEET TO THE NORTH UNE OF SAID TRACT 4; THENCE NORTH 87'59'05" WEST, ALONG SAID NORTH UNE, 5.00 FEET; THENCE SOUTH 0113'26" WEST 185.83 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO. THE RIGHT WITH A RADIUS OF 40.00 FEET, . AN ARC OF 63.38 FEET: THENCE NORTH 87'59'05" WEST 86.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40.00 FEET, AN ARC OF 62.27 FEET; THENCE NORTH 0112'54" EAST 186.94 FEET TO THE TRUE POINT OF BEGINNING. . Waterline Easement for Water District #125 THAT PORTION OF PARCEL B,: CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING. NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON. W?I -CH: Is A-PCRZION -AF TRACTS 3, 4 AND .5 ALL IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 4; THENCE SOUTH 0113'26" WEST 170.00 FEET; THENCE NORTH 88'46'34" WEST 5.00 FEET; THENCE SOUTH 0113'26" WEST 70.00 FEET; THENCE SOUTH 88'46'34 EAST' 30.00 FEET; THENCE NORTH 0113'26" EAST 70.00 FEET; THENCE NORTH 88'46'34" WEST 5.00 FEET; THENCE NORTH 0113'26" EAST 169.72 FEET TO THE NORTH UNE OF SAID TRACT 4; THENCE NORTH 8T59'05" WEST, ALONG SAID NORTH UNE, 20.00 FEET TO THE POINT OF BEGINNING. THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING. NO. 20080625900002 RECORDS OF -KING COUNTY, WASHINGTON, WHICH IS .A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME .TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF. KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148Th STREET; THENCE SOUTH 0113'26' WEST, ALONG THE WEST UNE OF SAID TRACT 4 185.83 FEET TO THE .TRUE "POINT OF BEGINNING; THENCE CONTINUING SOUTH 0113'26" WEST 124.55 -FEET TO THE SOUTH UNE OF SAID TRACTS; THENCE SOUTH 88'01'32" EAST, ALONG THE SOUTH UNE OF SAID . TRACTS, 232.32 FEET TO THE MOST EASTERLY UNE OF SAID TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032; .THENCE NORTH 0i'04'27" EAST, ALONG SAID MOST EASTERLY UNE, 90.47 FEET; THENCE NORTH 87'59'05' WEST 195.59 FEET; THENCE NORTH 57 '25'26" WEST -19.31 FEET; THENCE NORTH 0113'26" EAST 24.37 FEET; THENCE NORTH . 88'46'34" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH 'A PRIVATE SIDEWALK AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570; - SUBJECT TO AND TOGETHER WITH A SANITARY-SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000575; SUBJECT TO AND TOGETHER WITH A WATER EASEMENT RECORDED COUNTY RECORDING NO. 20091021000692. SURVEY FOR: Sidhu Homes,- Inc. 4224 So. 148th Street Tukwila, WA 98168 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS Pb Box 813, Seohurst, Vashington 98062 (206) 242 -6621 FAX (206)243 -9679 DWN. BY LAW DATE 10/17/06 DATE FIELD 8/28/06 JOB NO. 497/21 PROJECT NO. 06228 CHKD. BY REVISED 2/10/11 SCALE 1" = 30' SHEET 2 of 4 L'II T Ur 'I UAVVIL!'1 KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09 -034 SEE PAGE 4 OF 4 FOR CONTROL 20' „c S87'�59'O5'E 26 _ .2' 3 (c� 126.4' (P) l 7) -o N PROPERTY NOTES: 1. SETBACKS ARE FROM THE OUTSIDE UMITS OF THE PRIVATE ACCESS ROAD. THE PRIVATE SIDEWALK IS INCLUDED IN THE SETBACK AND LOT AREA CALCULATIONS. 2. PARKING REQUIREMENT: FUTURE HOMES TO BE BUILT ON LOTS 1 THRU 6 AND LOTS '8 AND 9 WILL HAVE FOUR (4) DRIVEWAY. PARKING SPACES." IN ADDITION TO ANY GARAGE SPACES. 3 3. LANDSCAPING REQUIREMENTS: N LOT 2 in ALL LOTS WILL BE REQUIRED TO PLANT ONE (1) N 1: I TREE IN THE FRONT YARD. LOTS WITH MULTIPLE 1- ^ Address = #14811 FRONTS SHALL ADD A TREE TO THE FRONT WHERE °y 1 (Tax Lot #0042000130) THE FRONT DOOR IS LOCATED. 4. A FIRE HYDRANT IS REQUIRED WITHIN 150 FEET 10.1. OF ALL STRUCTURES MEASURED BY VEHICULAR TRAVEL - _J S87'59 05 E 5. INGRESS /EGRESS .ACCESS ROAD TO BE DECLARED J 1- Northeast corner Tract 2/- Northwest corner Tract 3 $97x9'05 "' 12.6.23' CO_ 126.4' (P) 5' Private easement for sidewalk & utilities Rec. #20110131001570. LOT1 Address = #4615 51 wilding Setback ,L Lines (TYP) 15 S817'59'05 - 1 i° 126.22' AND SIGNED 'FIRE LANE - NO PARKING: ON BOTH SIDES. 6. FUTURE HOME ON LOT 1 WILL HAVE A FRONT DOOR FACING NORTH. 7. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with o six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained. in WAC 332 -130 -090.. LOT AREAS LOT 1 = 8,233 sq.ft. (excluding easement) LOT 1 = 9,784 sq.ft. (including easement) LOT 2 = .8,232 sq.ft. (excluding easement) LOT 2 = - 9,783 sq.ft. (including easement) LOT 3 = 8,231 sq.ft. (excluding easement) LOT 3 = 8,867 sq.ft. (including easement) LOT LOT LOT LOT LOT LOT LOT 4 = 10,296. sq.ft (excluding easement) 4 =. 10,784 sq.ft (including easement) 5 = 8,835 sq.ft. (excluding easement) 5 = 11,530 sq.ft. (including easement) 6 = 10,638 sq.ft. 7 = 10.526 sq.ft (excluding. easement) 7 = 13,226 sq.ft. (including easement) LOT 8 = 14,874 sq.ft. (excluding easement).. LOT .8 = 15,893 sq.ft. . (including easement) LOT 9 = .21,295 sq.ft. (excluding easement) LOT 9 = 21,786 sq.ft: (including easement) Private 20' ingress, egress,, utilities Easement Area = 11,064 sq.ft. 5 10'.I 126.21" ti 20.00 110'. .0... d• 0 CO 0 a. a.' m Concrete Monument in Case X Tack in Lead or Nail & Disk O set rebar w /cap #23604 O Found pipe or rebar Fire Hydrant So. 148th Street S87'59'05'E u S,uewo,Ks Ini row 126.23' 68.01' . ." 01- 0' of 0 o 0.5 c E a o) C0 U 0 -.2 r U ,Or) N uc 1 EmC .' 0 1 �c c 00 0 dN d' a w_ a w E Na.! o5 Z 'o0v- a 3 O p c > N vi it O O 0. 0d 1k J Z ;vac o U ` . � 1 t.. On O E XGeP \,:i. 0' 7 20' S87'59'05 "E- 20.00' 11 I e I N� En LOT3: Address ='#14817 S87'59'05--f - J 106.19' 126.18' (c) 126.4' (P) N88'01'32 "W (19) (c) 126.4' (P) Street Tree (applicant to determine location along frontage where tree is shown) 0 CO 3 0 ^a fFound rebar w /cap #19635 0.33' west 10' n 20' 126.21' S87'59'05'E O 3 In (t m SCALE: 1 Inch s 30 ft (11111 1 0 1 1 1 30' 60' PORTION OF __1/4 of NE_1 /4, S._22_ T. 23 N., R. 4 _E., W.M. orthwest corner r- 1 1 98.12' Tract 4 O N LOT 7 Address = # 4645 50o m=-o • Ezo (0 o0iatiM N .I 17,x O M 1- 5'5'1 'el (n > -0 cv o`fA d y 11 1 LOT 5 Address = #14816 BUILDING SETBACK UNES (TYP) �ZOy - 5' N 4 o r a in j-' 64.7 m w �c 0 oa) 6 C43 O 0 0- O o u u C .c d.0 0 . C c m one w a u) 0M o0 0 0 to o N (a 1') Z 7• 0 50 S87'S9 5 "E o 97.83' N in 1 o 7 ON L._ 10' I Nz N I e1 X20.00 $87'59'06'E 2 . Irt 0 0�/ 'il 86.20' �. �y 12 (Tax Lot # 0042000140) I v N88'46'34"W I 86.20' 126.19 S87'59'05 "E N -5' Private easement for sidewalk & utilities Rec. #20110131001570 LOT .6 Address = # 14831 (3) 126.18'. c). 126.4' (P) 3' trees to remain Found rebar w /cop 19635 - 'marked comer 1.0' south" - 2.27' north & 0.45'. west of calc. ppsition. (18) . 0' 0 existing fire hydrant o . 00 10 0 J N o c 1 0 N w 0 v O w U 0_' n 00 1O CO 0 o a) J a. o 6 a`qa� o,. 0'11 m k i e\3 00061 d.0o P , At g Iloot X20060 I Ile° I (Tax Lot #0042000145 (Tax Lot #0042000144 House #4647 Final Permit OS8807 -277) Building- Setback Lines (TYP) i 1 l 134.14' '00'OS E 1. Approximate line of slope greater that 40% L_ (Parcel B - BLA L05 -077 Rec. #20060411900016) LOT 8 Address = #14828 57/5'26"W 19.31 House #4661) 1' I . ew Water Line easement • Rec. #20091021000692 t�j I co^' • 5, 20' 1.• J LOCK LOT 9 _Address =#14837 (Parcel • TUBLA 808 -032 Rec. #20080625900002) (4). SURVEY FOR: Sidhu Homes, Inc. 4224 So. 148th Street Tukwila, WA 98168 (17) 0/0 iiiiiiiiiiiiiiii 1 ~15 BUFFER AREA NOTE: 1• THE 15' BUFFER AREA CANNOT BE ALTERED OR DISTURBED TO INCLUDE NO PLANTING OR CONSTRUCTION WITHIN THE BUFFER OR ON THE STEEP SLOPES. ' 15' I . I- 1 II Approximate line of I f slope greater that 40% _ I' (Parcel B - BLA. L05 -077 ' I I Rec. #20060411900016) . (5). I t I C 232.3r N88'01'32'10/ I ( 16) d- d rn SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS - P.D. Box 813, Seehurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679 OWN. BY DATE 10/17/06 JOB NO. 497/21 LAW DATE FIELD 8/28/06 PROJECT NO. 06228 CHKD. BY REVISED 2/10/11 SCALE 1 " =30' SHEET 3 OF 4 KING COUNTY, WASHINGTON 1008 SHORT PLAT FILE NO. L09 -034 N uua au,vay wua VULUMOU uy direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained in WAC 332 - 130 -090. DETAIL: ACCESS, SIDEWALK AND UTILITIES EASEMENTS Northeast corner Tract 2/ SCALE: 1" = 30' Northwest comer Tract 3 TPOB 5' sidewalk easement N87'59'05 "W 5.00' a5 0 ,w co N 0 a O� C Dom n7 LOT 1 Z I 20 2 I. c Q E • ° • n z qv0 I OyOOW NOD r;') O o�w . CN a oo_ So. 148th St. S87'S9•05 "E 120.00 1) r 0 0 0 c 0 Northeast . comer - tract -3/ Northwest comer Tract 4 Northwest corner Troct 4 c N 120.00' m. Concrete Monument in Case X Tack in Lead or Nail & Disk O set rebar w /cap #23604 @ Found pipe or rebar SCALE: 1 inch - 30 rL (III!■ 0 t [ I 1 30' 60' PORTION OF SE 1/4 of _ NE 1/4, S._22 T. 23 N., R. 4 E , W.M. I I N7'59'05 "w 5.800' 1-.0-5' Private easement for sidewalk I & utilities King County 1 Rec. #20110131001570 to to (0 m f0 LOT 2 5' Private easement for sidewalk_.__..I J-, & utilities King County Rec. #2011 0131001570 I I LOT 3 (2) LOT 4 L =62.27' R =40.00 A = 8911'59" L= 70.06. R =45.00 A =8911'59" = R / ) R =220.00.0 `/0 ✓ = 8911'59': R =20.00 L= 31.69' A = 90'47'29". S87'59'05 "E 86.20' S87'59'05 "E 86.20' • 86.20' S87'59'05 "E R =45.00 L =71.31" A = 90'47'29" 30.00' N88'46'34" 0 7- d 5 NI • . County Rec. #20091021000692 (4) LOT 8 =40.00 L= 63.38' A = 90'47'29" t 0 r 0 •m 130 .0 O o. 0 C -J 0 (0J p r 0 0) cam• ; 44th S r 0 Found 1/2" brass pin in concrete in case - 6/11/99 N0112'57 "E Basis of Bearing (Assumed) 661.38' meas. 661.41' Plat 661.00' calc. 50. 746th St. Found brass disk in concrete in case - 9/15/04 .. CONTROL nts . . Found 3/4" pipe in case 0.8' south & 2.19' east of 1 -1/2" pipe w /plug and pm and intersection - 8/2/10 So. 748th St. S87'59'05 "E 252.46' (c) 252.8' (P) New Water Line easement King LOT .9 1/3' .4 Hole SURVEY FOR: 0 0. 0 CD 0 0 o 0 m Sidhu Homes, Inc. 4224 So. 148th Street. Tukwila, WA 98168 j •: E;:• JQ• C i• L SITE 1 I (2) kS ,1p' (3) 0- 0 SCHROETEROLAND • SURVEYING PROFESSIONAL LAND SURVEYORS PO Box 813, Seohurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679 DWN. BY LAW CHKD. BY REVISED 02 /10/11 DATE 10/17/06 DATE FJELD 8 /28/06 SCALE 1" = 30' JOB NO. 497/21 - PROJECT Na 06228 SHEET 4 0F4 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09-034 DECLARATION Know all men by these presents thot we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a SHORT PLAT. The undersigned further declare this SHORT PLAT to be a rjrcinhic r iri epraont^tion of -cid SHORT PLAT a sold and' same is mode with D.; free consent and in accordance with the desire of the owner(s). IN WITNESS WHEREOF we set our hands and seals. State of Washington County of On this day personally appeared before me - to me known to be the individual who executed the foregoing instrument and acknowledged the he/she signed the some as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand o seal this day of • Signature Name as commissioned Title My appointment expires State of Washington County of. On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged the he/she signed the some as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of Signature Nome as commissioned Title My appointment expires I I • •••• • ‘11■■•■•• • Reviewed and approved by the Short Subdivision Committee and h eby certified f r filing this at_day of -4.,4124,re., „_.7 Assessor 11.01■.11 • • I 0,■..6 Examined and approved this day of -60 Chairm , Short Subdivision Committee Deputy Assessor Account Number 0042000130 AND 0042000140 OLD LEGAL DESCRIPTIONS. TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON; and PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08-032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, • WASHINGTON; • BEING A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF 'KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH O112'23" WEST, ALONG THE WEST LINE OF SAID TRACT 2, 77.52 FEET; THENCE SOUTH 87'59'05" EAST 126.22 FEET TO THE EAST UNE OF SAID TRACT 2;. THENCE NORTH O112'54" EAST, ALONG SAID EAST LINE, 7732 FEET TO THE NORTH UNE OF SAID TRACT 2; THENCE NORTH 87'59'05" WEST, ALONG SAID NORTH UNE, 126.23 FEET TO THE POINT OF BEGINNING; • SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570.; • SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000576. LOT 2 THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO • THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH 0112'23" WEST, ALONG THE WEST LINE OF SAID TRACT 2, 77.52 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH O112'23" WEST, ALONG THE WEST LINE OF SAID TRACT 2, 77.52 FEET; THENCE SOUTH 87'59'05" EAST 126.21 FEET TO THE EAST LINE OF SAID TRACT 2; THENCE NORTH 011 2'54" EAST, ALONG THE EAST UNE OF SAID TRACT 2, 77.52 FEET; THENCE NORTH 87'59'05" WEST 126.22 TO THE TRUE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTILITIES • EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWAU< AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570; SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000576. LOT 3 THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING ID THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH 0112'23" WEST, ALONG THE WEST UNE OF SAID TRACT, 155.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'59'05" EAST 126.21 FEET TO THE EAST UNE OF SAID TRACT 2; THENCE SOUTH O112'54 WEST, ALONG THE EAST LINE OF SAID TRACT 2, 31.91 FEET; THENCE NORTH 87'59'05" WEST 20.00 FEET; THENCE SOUTH O112'54 WEST 45.61 FEET; THENCE NORTH 87'59'05" WEST 106.19 FEET TO THE WEST UNE OF SAID TRACT 2; THENCE NORTH 011 2'23" EAST, ALONG SAID WEST UNE 77.52 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570; SUBJECT TO AND TOGETHER A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000576. RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE I, Richard L Schroeter, registered as a land surveyor by the State O 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 dote, hove been set and lot comers staked on the ground as depicted on the plat. ii23604 SURVEY FOR: Sidhu Homes, Inc. 4224 So. 148th Street Tukwila, WA 98168 20 PORTION OF _SE _1/4 of __NE_1/4, S._22 _ T. 23 N., R. 4 _E., NEW LEGAL DESCRIPTIONS CONTINUED: LOT 4 • ' " • THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS. ACCORDING TO • THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH 0112'23 WEST, ALONG THE WEST UNE OF SAID TRACT, 232.56 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH O112'23 WEST, ALONG SAID WEST LINE, 78.28 FEET TO THE SOUTH UNE OF SAID TRACT 2; THENCE , SOUTH 88'01'32" EAST, ALONG SAID SOUTH UNE,,126.18 FEET TO THE EAST UNE OF SAID TRACT 2; THENCE NORTH O112'54" EAST, ALONG THE EAST UNE OF SAID LOT 2, 123.80 FEET; THENCE NORTH 875905" WEST 20.00 FEET; THENCE SOUTH O112'54" WEST 45.61 FEET; THENCE NORTH 87'59'05" WEST 106.19, TO THE WEST UNE OF SAID TRACT 2 'AND THE TRUE POINT OF BEGINNING; . SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571: SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWAU< AND UTILITIES EASEMENT • RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570; • SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED. UNDER KING COUNTY RECORDING NO. 20110207000576. • • LOT 5. . • • THAT PORTION OF PARCEL El, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08-032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT • THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING • COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: O BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 0113'26» WEST, ALONG THE • WEST LINE OF SAID TRACT 4, 135.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST UNE, SOUTH O113'26 WEST 91.37 FEET- • THENCE NORTH 87'59'05" WEST 126.19 FEET; THENCE NORTH 011 2'54" EAST • ' 91.37 FEET; THENCE SOUTH 87'59'05" EAST 126.21 FEET. TO THE TRUE POINT OF BEGINNING; • SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTIUT1ES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO: 20110131001570. SUBJECT TO AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20091021000692; • SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED • UNDER KING COUNTY RECORDING NO.' 20110207000575. LOT 6 . THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L08-032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF • KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS. OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH O113'26 WEST, ALONG THE • WEST UNE OF SAID TRACT 4, 226.38 FEET TO THE TRUE POINT OF BEGINNING; • THENCE CONTINUING ALONG SAID WEST UNE, SOUTH O113'26 WEST 84.27 FEET TO THE SOUTH UNE OF SAID TRACTS; THENCE NORTH 88'01'32" WEST, ALONG THE SOUTH UNE OF SAID TRACTS, 126.18 FEET. TO THE WEST LINE OF SAID TRACT 3; THENCE NORTH 011254" EAST, ALONG SAID WEST UNE, 84.36 FEET; THENCE SOUTH 87'59'05" EAST 126.19 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UT1UTIES EASEMENT RECORDED. UNDER KING COUNTY RECORDING NO. 20110131001571: SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY. RECORDING NO. 20110131001570. O SUBJECT TO AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20091021000692; SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED 00 UNDER KING COUNTY RECORDING NO. 20110207000575. SCHROETEROLAND .SURVEYING PROFESSIONAL LAND SURVEYORS' p.a. Box 813, Seohurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 OWN. BY LAW' DATE 10/17/06 DATE FIELD 8/28/06 JOB NO. 497/21 PROJECT NO. 06 228 REVISED 2 /10 /11 GUCCT 1 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09 -034 (NEW LEGAL DESCRIPTIONS CONTINUED) LOT THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2. eneMC WAIF Tnerr ccr'r Mr enninnki err'Rnikir_ Tr' TI-IC 01 AT THFRF"F. RECORDED. IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 01'13'26" WEST, ALONG THE WEST UNE OF SAID TRACT 4, 135.01 FEET; THENCE SOUTH, 87'59'05" EAST 97.83 FEET, TO. THE EASTERLY UNE OF SAID TUKWILA BOUNDARY LINE ADJUSTMENT NO. L08 -032; THENCE NORTH 01'20'53" EAST, ALONG THE EASTERLY LINE, .. 135.01 FEET TO THE NORTH UNE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 87'59'05" WEST ALONG SAID SOUTHERLY MARGIN, 98.12 FEET TO THE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO; 20110131001571; SUBJECT. TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTIUTIES ES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001570; SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000575; ' SUBJECT TO AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20091021000692. THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L08 -032, RECORDED•UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY. WASHINGTON, WHICH IS A PORTION .OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME. TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST. CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 01'13'26" WEST, ALONG THE WEST LINE OF SAID TRACT 4, .135.01 FEET TO THE TRUE POINT ' OF BEGINNING; THENCE CONTINUING SOUTH 0113'26° WEST 50.82 FEET; THENCE SOUTH 88'46'34° .EAST 20.00 FEET; THENCE SOUTH 0113'26" WEST 24.37 FEET; THENCE SOUTH 57'25'26° EAST 19.31 FEET; THENCE SOUTH 87'59'05" EAST 195.59 FEET TO THE MOST EASTERLY UNE OF SAID TUKWILA BOUNDARY LINE ADJUSTMENT NO. L08 -032; THENCE NORTH 01'04'27" EAST, ALONG SAID MOST EASTERLY UNE, 62.19 FEET; THENCE NORTH 88'00'08 ", WEST 134.14 FEET; THENCE NORTH 0120'53 EAST 22.86 FEET; THENCE NORTH 87'59'05" WEST 97.83 FEET TO THE TRUE POINT OF BEGINNING. • SUBJECT TO AND TOGETHER WITH AN PRIVATE INGRESS, EGRESS AND UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110131001571; SUBJECT TO AND TOGETHER WITH A PRIVATE SIDEWALK AND UTILITIES EASEMENT RECORDED UNDER KING' COUNTY RECORDING NO. 20110131001570;. SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000575 - SUBJECT TO AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20091021000692. LOT9 THAT PORTION OF PARCEL B, . CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING• COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE. NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN. OF SOUTH 148TH STREET; THENCE SOUTH 0113'26" WEST, ALONG THE WEST LINE OF SAID TRACT 4 185.83 FEET TO THE TRUE POINT OF BEGINNING; THENCE . CONTINUING SOUTH 0113'26" WEST 124.55 FEET TO THE SOUTH LINE OF SAID TRACTS; THENCE SOUTH 88'01'32 EAST. ALONG THE SOUTH UNE OF SAID TRACTS, 232.32 FEET TO THE MOST EASTERLY UNE OF SAID TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032; THENCE NORTH 01'04'27" EAST, ALONG SAID MOST EASTERLY UNE, 90.47 FEET; THENCE NORTH 87'59'05° WEST 195.59 FEET; THENCE NORTH 57'25'26" WEST 19.31 FEET; THENCE NORTH 0113'26° EAST 24.37 FEET; THENCE NORTH 88'46'34" 'WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER' WITH AN PRIVATE INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 2011 01 31 001 571; SUBJECT TO AND TOGETHER WITH A PRIVATE "SIDEWALK AND•. UTIUTIES EASEMENT RECORDED UNDER KING COUNTY RECORDING No 2011 01 31 001 570; ` SUBJECT TO AND TOGETHER WITH A SANITARY SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20110207000575; SUBJECT TO AND TOGETHER WITH A WATER EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20091021000692. NEW PRIVATE 20' INGRESS, EGRESS AND UTILITIES EASEMENT THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON. WHICH IS A PORTION OF TRACTS 3, 4 AND 5 AND OF TRACT 2, ALL IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 2 AND THE SOUTHERLY MARGIN OF SOUTH 148TH. STREET; THENCE NORTH 87'59'05" WEST, ALONG THE NORTH UNE OF SAID TRACT 2, 20.00 FEET; THENCE SOUTH 0112'54" WEST 186.94 FEET TO A. POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 40.00 FEET, AN ARC OF 62.27 FEET; THENCE SOUTH 87'59'05" EAST 86.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS 40.00 FEET, AN ARC OF 63.38 FEET; THENCE NORTH 0113'26" EAST 185.83 FEET TO THE NORTH UNE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 87'59'05" WEST, ALONG SAID SOUTHERLY MARGIN, 20.00 FEET; THENCE SOUTH 0113'26° WEST 186.11 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.69 FEET; THENCE NORTH 87'59'05" WEST 86.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.14 FEET; THENCE NORTH .01'12'54" EAST 186.66 FEET TO THE NORTH UNE OF SAID LOT 2 AND THE POINT OF BEGINNING. " Waterline Easement for Water District #125 THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08- 032, RECORDED UNDER RECORDING. NO. 20080625900002 RECORDS OF KING. COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 ALL IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 4; THENCE SOUTH 01'13'26" WEST 170.00 FEET; THENCE NORTH 88'46'34° WEST 5.00 FEET; THENCE SOUTH 0113'26" WEST 70.00 FEET; THENCE SOUTH 88'46'34 EAST° 30.00 FEET; THENCE NORTH 0113'26" EAST 70.00 FEET; THENCE NORTH 88'46'34" WEST 5.00 FEET; THENCE NORTH 0113'26" EAST 169.72 FEET TO THE NORTH UNE OF SAID TRACT 4; THENCE NORTH 87'59'05" WEST, ALONG SAID NORTH UNE. 20.00 FEET TO THE POINT OF BEGINNING. PORTION OF _SE _1/4 of _ NE_1 /4, S._22_ T. 23 N., R. 4 E., W. New Private 5' Easement for sidewalks and utilities THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 AND TRACT 2, ALL IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 2 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 87'59'05° WEST, ALONG THE NORTH UNE OF SAID TRACT 2, 20.00 FEET TO THE TRUE POINT OF BEGINNING;; THENCE CONTINUING NORTH 87'59'05° WEST 5.00 FEET; THENCE SOUTH 01'12'54° WEST 187.01 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A .RADIUS. OF 45.00 FEET, AN ARC OF. 70.06 FEET; THENCE SOUTH 87'59'05" EAST 86.20 FEET . TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 45.00 FEET, AN ARC OF 71.31 FEET; THENCE NORTH 0113'26" EAST 185.76 FEET TO THE NORTH UNE OF SAID TRACT 4; THENCE NORTH 87'59'05" WEST, ALONG SAID NORTH UNE, 5.00 FEET; THENCE SOUTH 0113'26" WEST 185.83 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40.00 FEET, AN ARC OF 63.38 FEET: THENCE NORTH 87'59'05" WEST 86.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40.00' FEET, AN ARC OF 62.27 FEET; THENCE NORTH 01'12'54" EAST 186.94 FEET TO THE TRUE POINT OF BEGINNING. Sidhu Homes, Inc. 4224 So. 148th Street Tukwila, WA 98168 SOH ROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahur-st, Washington 98062 (206) 242 -6621 FAX (206)243 -9679 DWN. BY LAW: CHKD. BY REVISED 2/10/11 DATE 10/17/06 DATE FIELD 8/28/06 SCALE. 1" = 30' JOB NO. 497/21 PROJECT NO. 06228 SHEET 2 or I...i.r. r yr r vnvviut KING COUNTY, WASHINGTON 1908 lt°V SHORT PLAT FILE NO. L09 -034 SEE PAGE 4 OF 4 FOR CONTROL, M(0)t=-,T-P1=1--1_ Northeost corner Tract 2/- Northwest corner Troct 3 S87'59'05 "E 128.23 (c) 12(5.4: (P) ® Concrete Monument in Cose X Tack in Lead or Nail & Disk O set rebor w /cop #23604 • Found pipe or rebar • Fire. Hydrant . Street Tree (applicant to determine location along frontage where tree is shown) So. 148th Street 5' sidewalks 'in ow59 05 E • S87'59'05 "E vut-./ r /tit . SCALE: 1 inch = 30 ft 111111 0 t I 1 30' 60' PORTION OF. _SE _1/4 of _i1/4, S._22_ T._23 N., R. 4_E., W.M. 64.7' existing fire hydrant orthwest comer Tract 4 5'- Private easement for sidewalk & utilities Rec. #20110131001570. LOT 1 Address = . #4615 PROPERTY NOTES: 1. SETBACKS ARE FROM THE OUTSIDE LIMITS OF THE PRIVATE ACCESS ROAD. THE PRIVATE SIDEWALK IS INCLUDED IN THE SETBACK AND LOT AREA CALCULATIONS. 2. PARKING . REQUIREMENT: FUTURE HOMES TO BE BUILT ON LOTS 1 THRU 6 AND LOTS 8 AND 9 WILL HAVE FOUR (4) DRIVEWAY PARKING SPACES, IN ADDITION TO ANY GARAGE SPACES. 3. LANDSCAPING REQUIREMENTS: ALL LOTS WILL BE REQUIRED TO PLANT ONE (1) TREE IN THE FRONT. YARD. LOTS. WITH MULTIPLE FRONTS SHALL ADD A TREE TO THE FRONT WHERE THE FRONT DOOR IS LOCATED. 4. A FIRE HYDRANT IS REQUIRED WITHIN 150 FEET OF ALL STRUCTURES MEASURED BY VEHICULAR TRAVEL. 5. INGRESS /EGRESS ACCESS ROAD TO BE DECLARED AND SIGNED "FIRE- LANE - NO PARKING:. ON BOTH SIDES. 6. FUTURE HOME ON LOT 1 WILL HAVE A FRONT DOOR FACING NORTH. 7. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tope. This survey meets or exceeds the standards contained in WAC 332 - 130 -090. LOT AREAS LOT LOT LOT LOT 1 = 8,233 sq.ft. (excluding .easement) 1 = 9,784 sq.ft. (including easement) 2 = 8,232 sq.ft. (excluding easement) 2 = 9,783 sq.ft. (including easement) LOT 3 = 8,231 sq.ft. (excluding easement) LOT 3 = 8,867 sq.ft. (including easement) LOT 4 = 10,296 sq.ft (excluding easement). LOT 4 = 10,784 sq.ft (including easement) LOT 5 = 8,835. sq.ft. (excluding easement) LOT 5 =. 11,530 sq.ft. (including easement) LOT 6 = 10,638 sq.ft. N (V 0 u) 51 / L [Building Setback Lines (TYP) 'n °87'59 0 126.22'- N 1 N N. N 68.01' O. a a o N . o C C a1 i. a, a U In o 0 co lo oi IIh: m o O M ,vgG yC) M I C n 1 • c z� 0. n. R 0 0 • o a o PI 040 • 1° m«�0 E C . N'7 co„IZ Jed - V _Np.. m 0 1 a,- (C ,n v o M0 E f a C-^ .9 0 a ( : .R5 W - a, O c M O E. 58.22' P 0,'S1 oC161 04, 0006T' / 0 LOT Address = #14811 (Tax Lot #0042000130) 10'1 - N N N 1- 10' 0 1'` . '0 a) O co co > • a °O C �r� o I N n. 1a_ aoa qb J /f� � °�'vcim .. J a 3 • ... Z e oc 1 oM.. O o ExceotlO`p \>, o P a Found rebar w /cap #19635 0.33' west C N 20' `�n � n J - -S87'5--9-0517-E- S8T59'05 "E J 1 1 20' 10'i S87 59'05 "E O3 20.00' ' M 1 rn ogN o .. -xiE. LOT 7 15' Address = # 4645 - 1 ' w o_ 0 - O IM a 5 5'1 a) o N _' •E �o m 0 30 o�N aa.. v, U in °& I5 d., 0 oioo W C C - 00 0 F - c V 0 0 E., E w ° a) et) m M ' ' 0 c tA:O-ooZ - 0 N fir' • q N w 0 e t - W 0 000- 0 z o> 0 c 6 n. Na m o, °v ti•m d o�i I LOT 3 Address = #1•817 , `U� 1 'inn ( .13 • . W sr w • �. . LOT 5 11 Address = #14816. BUILDING SETBACK LINES (TYP) 2 1 N 'n S87'59'5 E - 106 I oci _ S87'59'06 °E .2 L. 86.20: T� . (Tax Lot .# 0042000140) 86.20' tx 1 N88'46'34 °W. I 20.00 l w. O N I:- NI 5 1 10' L (Parcel B - BLA L05 -077 Rec. #20060411900016) LOT .8 Address = #14828 57'35'26 "W 19.31 1n 0 loSsl cos N Z o 0 I0 to 0 0 O) N CL I- 0 I0 1-U • . O w do O O 10 0 0 0 rn J Cl _ N0 0 1 0 N 0 • O -� O w ' 0 O (Tax Lot #0042000144 .1 House #4647 I Final Permit #D07 -277) Building Setback Lines (TYP) (Tax Lot #0042000145 House #4661) 134.14' S88'00 08 .E Approximate line of slope greater that 40% 15'I • • II Original Tract line / 1 S87'59'05 "E 195.59 -15 BUFFER AREA NOTE: THE 15' BUFFER AREA CANNOT BE I ALTERED OR DISTURBED. TO INCLUDE I STEEP SLOPES. NO PLANTING OR CONSTRUCTION • WITHIN THE BUFFER OR ON THE S87 59.05"E 0 ao n 10' LOT 4 Address =. #14825 (2) Private easement for sidewalk & utilities Rec. #20110131001570 I 'Nec. #20091021000692 ew Water Line easement R LOT 9 Address = #14837 126.18' (c) 126.4'..(P). N88'01'32 "W LOT 7 = 10,526 sq.ft (excluding easement) LOT '7 = 13,226 sq.ft. (including easement) LOT 8 = 14,874 sq.ft. (excluding easement) LOT 8 = 15,893 sq.ft. (including easement) - LOT 9 = 21.295 sq.ft. (excluding easement) LOT 9 = 21,786 sq.ft. (including easement)- Private 20' ingress, egress, utilities Easement Area = 11,064 sq.ft. (79) 20' LOT 6 Address = #.14831 (3) 126..18' c) 126.4' (P) 3' trees' to remain Found rebar w/cop 19635 "marked' corner 1.0' south" - 2.27' north & 0.45' west . of colt. position. V i 20' 1 B 5 (Parcel L -0g-032 I, Rec. #20080625900002). L (4� J . t5' I I I II�Approximate line of - I slope greater that 40% (Parcel B - BLA L05 -077 Rec. #20060411900016) (5) N 0 rn ioN coSsc tri 't- in a 0) (18) SURVEY FOR: Sidhu Homes, Inc. 4224 So. 148th Street Tukwila, WA 98168 - (77) 232.32 N88'01'32 "W I (76) SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.D. Box 813, Seahurst, Wnshington 98062 (206) 242 -6621 FAX (206)243 -9679 DWN. BY CHKD. BY REVISED 2/10/11 LAW DATE 10/17/06 DATE FIELD 8/28/06 SCALE 1° = 30' JOB NO. 497/21 PROJECT NO. 06228 SHEET 3 OF 4 U1808 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L09 -034 N Field data for this survey was obtained by .direct field measurements. Angular and linear relationships were meosured with a six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained in WAC 332 - 130 -090. O' O DETAIL:, ACCESS, SIDEWALK AND UTILITIES EASEMENTS Northeost corner Tract 2/ Northwest corner Tract 3 SCALE: 1" = 30' Northeost corner Tract 3/ :aruiwest corner Tract 4 — Northwest corner Tract 4 TPOB 5' sidewalk easement N87'59'05 "W 5.00' 20.00 0 N m W e 0 oi& d.0 0 ) B) .G • LOT 1.`- 0 0 0 - 0 j 20.00 0 0 • 0 z 0. O z W- z N++ 05 J a o: mo w >v >oa C c 't N" 0 N 0 N 0 ca 0 tool. eP. LOT 2 5' Private easement for sidewalk ---N J. 1-.1— Sc utilities King County Rec. #20110131001570 { -L= 31.14' R =20.00 A =8911'59" LOT S (3) R =20.00 L= 31.69' A = 90'47'29" S87'59'05 "E m N87'59'05 "W 5.00' I_-5' Private easement for Sc utilities King County 1 Rec. #20110131001570 o LOT7 � U C' • c Z nN EN c -� Nin N an co:- o aim In a o --o Z Ny 0M z W Lai 0 cc ?E. z • 0 Ada-' 3 _ 'O 0 ce cc ZeoQ e (2) L =62.27' 1 R =40.00 A =8911'59" 86.20' S87'59'05 "E 86.20' L= 70.06' R =45.00 A = 8911'59" R =45.00 L=71.31" A = 90'47'29" W N sue' d o r`I z 2.11 30.00' N88'46'34 "W LOT 6 s (4� LOT 8 =40.00 L= 63.38' A = 90'47'29° Concrete Monument in Case - Tack in Leod or Nail & Disk set rebor w/cop #23604 Found pipe or rebor sidewalk New Water Line easement King County Rec. #20091021000692 LOT 9 Tra, ts�3'• BLOCK 2 SURVEY FOR: Sidhu Homes, Inc. 4224 So. 148th Street Tukwila, WA , 98168 SCALE: 1 inch = 30 ft. 111111 1 I l 1 30' 60' PORTION OF _SE _1/4 of _ NE_1 /4, S._?2 _ T._23 N:, R._4 _E.,. W.M. So. 744th St. Found 1/2" brass pin in concrete in case - 6/11/99 N0112'57 "E Basis of Bearing (Assumed) 661.38' meas. 661.41'. Plat . 661.00' talc. d 0 a 0 v • m 0 0 0 0 0 = 0 (0 0 N O 0 o . (0 0 E 0I t0 0 co us So. 146th St. Found brass disk in concrete in case - 9/15/04 15' CO/V TROL nts Found 3/4" pipe in case. 0.8' south & 2.19' east of 1 -1/2° pipe w /plug and pm and intersection - 8/2/10 So. 148th St. S87'59'06 "E SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679 DWN. BY LAW CHKD. BY REVISED 02/10/11 DATE 10/17/06 DATE FIELD 8/28/06 SCALE 1 " =30' JOB NO. 497/21 PROJECT NO. 06228 SHEET.. 4 OF4 CITY OF TUKWILA KING COUNTY, WASH SHORT. PLAT FILE NO. G6 -0=1-4- DECLARATION Know all men by these presents that we, the undersigned, owner(s) in fee simple of the land herein described do hereby make a SHORT PLAT. The - undersigned further declare this. SHORT PLAT to be o graphic representation of said SHORT PLAT of said -• and same is mode with the free consent and in accordance with the desire of the owner(s). IN. WITNESS WHEREOF we set our hands and seals. Stote of Washington County of ANVKVVALS: Reviewed and approved by the Short Subdivision Commiftee and hereby certified for filing this day of Chairman, Short Subdivision Committee uCrnR 1 IVIUY 1 • V tn.C...7.71VICIN 1a Examined and approved this doy of 20__ Assessor Deputy Assessor PORTION OF SE _1/4 of _NE_1/4, 8._22 _ T._23 ., R. 4 E., W.M. Account Number 0042000130 AND 0042000140 OLD LEGAL DESCRIPTIONS'. TRACT 2, 'BLOCK 2, 'ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11•OF PLATS, PAGE 31. •RFnnPr C OF K 'JG COUNTY, WASHINGTON, PARCEL B, 'CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032; RECORDED UNDER RECORDING NO. 20080625900002 RECORDS•OF• KING COUNTY," WASHINGTON; BEING A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT. SECOND ADDITION, ACCORDING TO THE PLAT • • THEREOF RECORDED IN VOLUME 12 OF • PLATS, PAGE 90,•.:' RECORDS OF KING • COUNTY, WASHINGTON. NEW LEGAL DESCRIPTIONS. On this day personally appeared before me to me known to be the individua executed the foregoing instrument and acknowledged he /she signed the some as his /her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of Signature Nome as commissioned Title My appointment expires State of Washington County of On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged the he /she signed the same as his /her voluntary act and deed for the uses and purposes mentioned therein. GIVEN. under my hand a -seal this day of -Signature LOT 1 THE NORTH 77.51 FEET OF TRACT. 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT. THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO AND TOGETHER WITH AN INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER RECORDING NO. 5ublEer To Arb '1)667'1464 WiYk A Pltivp. SIpEWAU n» LOT 2 HE SOUTH 75ET 7.511 FE• OOFATHE NORTH 155.02 ET, OF TRACT 2, BLOCK 2, ADAMS HOME. TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO AND TOGETHER WITH AN INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER RECORDING NO. LOT 3 THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF- PLATS, -PAGE RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH 0112'23" WEST, ALONG THE WEST LINE OF SAID TRACT, 155.04 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'59'05" EAST 126.21 FEET TO THE EAST UNE OF SAID TRACT 2; THENCE SOUTH 0112'54" WEST, ALONG THE EAST LINE OF SAID TRACT 2, 31.91 FEET; THENCE NORTH 87'59'05 " - WEST 20.00 FEET; THENCE SOUTH 0112'54" WEST 45.61 FEET; THENCE NORTH .87'59'05" WEST 106.19 FEET TO THE WEST UNE OF SAID TRACT 2; THENCE NORTH. 0112'23" EAST, ALONG SAID WEST LINE 77.52 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER RECORDING NO. LOT 4 THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2: Name as commissioned THENCE SOUTH 0112'23" WEST, ALONG THE WEST UNE OF SAID TRACT, 232.56 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0112'23" WEST, ALONG SAID WEST UNE, 78.28 FEET TO THE SOUTH UNE OF SAID TRACT 2; THENCE SOUTH 88'01'32" EAST, ALONG. SAID SOUTH UNE, 126.18 FEET TO THE EAST LINE OF SAID TRACT 2; THENCE NORTH 0112'54 WEST ALONG THE. EAST .UNE OF SAID LOT 2, 123.80 FEET; THENCE NORTH 87'59'05 WEST 20.00 FEET; THENCE SOUTH 0112'54" WEST 45.51 FEET; THENCE NORTH 87'59'05" WEST 106.19, TO THE WEST UNE OF SAID TRACT 2 AND THE. TRUE POINT OF BEGINNING; SUBJECT TO. AND TOGETHER WITH AN INGRESS, EGRESS AND EASEMENT RECORDED UNDER RECORDING NO. Title My appointment expires (NEW LEGAL DESCRIPTIONS CONTINUED) - LOT 5 THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 0113'26` WEST, ALONG THE WEST UNE OF SAID TRACT 4, 135.01 FEET TO THE TRUE'. POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST UNE, SOUTH 0113'26" WEST 91.37 FEET; THENCE NORTH 87'59'05" WEST 126.19 FEET; THENCE NORTH 0112'54" EAST 91.37 FEET; THENCE SOUTH 87'59'05" EAST. 126.21 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN INGRESS, EGRESS AND .. UTIUTIES EASEMENT RECORDED UNDER RECORDING NO. 9oi!LTl'r To D_Tot 11"PiTeQ- '6,4vrr'i A ci s‘OEwPn -K- OOrux =. casarrV)r .• .. OCe- Kc, LE,ccRAlab IJD LOT 6 ' pOO'1V Lam 51 re$ +9 1 al. oil bceu {rh«^5 THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY. WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 0113'26" WEST, ALONG THE WEST UNE OF SAID TRACT 4, 226.38 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST UNE, SOUTH 0113'26" : WEST 84.27 FEET TO THE SOUTH UNE OF SAID TRACTS; THENCE NORTH 88'01'32" WEST, ALONG THE SOUTH UNE OF SAID TRACTS. 126.18 FEET. TO 'i1E. WEST .LINE OF SAID TRACT 3; THENCE NORTH 0112'54" EAST, ALONG SAID WEST LINE, 84.36 FEET; THENCE SOUTH 37'59'05" EAST 126.19 FEET TO THE TRUE POINT OF BEGINNING.. SUBJECT : TO AND TOGETHER WITH AN INGRESS, EGRESS AND -. UTILITIES EASEMENT RECORDED UNDER RECORDING NO. .. LOT 7 THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. .20080625900002 RECORDS OF KING COUNTY, WASHINGTON. WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS" OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148111 STREET; THENCE SOUTH 0113'26" WEST, ALONG THE WEST UNE OF SAID TRACT 4, 135.01 FEET; THENCE SOUTH 87'59'05" EAST 97:83 FEET, TO THE EASTERLY UNE OF SAID TUKWILA BOUNDARY LINE ADJUSTMENT 'JO. LOB -032; THENCE NORTH 01'20'53" EAST, ALONG THE EASTERLY UNE, .135.01 FEET TO THE NORTH LINE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 87 '59'05" WEST ALONG SAID SOUTHERLY MARGIN, 98.12 FEET TO THE POINT OF BEGINNING; SUBJECT. TO AND TOGETHER WITH AN INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER RECORDING NO. NF.0 WA01491M .. 6io P - - AN) UM-LTC- EflS4 =rreNT RECEIVED JUN 2 b 2009 TUKWILA PUBUC WORKS (NEW LEGAL DESCRIPTIONS CONTINUED) LOT 8 THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS 'A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT- SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING • _ COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 0113'26" WEST, ALONG THE WEST UNE OF. SAID TRACT 4, 135.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0113'26" WEST 50.82 FEET; THENCE SOUTH 88'46'34" EAST- 20.00 FEET; THENCE SOUTH 01'13'26" WEST 24.37 FEET; THENCE .' SOUTH 57'25'26" EAST 19.31 FEET; THENCE SOUTH 87'59'05" EAST 195.59 FEET TO THE .MOST. EASTERLY UNE OF SAID TUKWILA BOUNDARY LINE ADJUSTMENT NO. L08 -032; THENCE NORTH 01'04'27" EAST, ALONG SAID MOST EASTERLY UNE, 62.19 FEET; THENCE NORTH 88'00'08" WEST 134.14 FEET; THENCE NORTH 01'20'53" EAST 22.86 FEET; THENCE NORTH 87'59'05" WEST 97.83 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO AND TOGETHER WITH AN INGRESS, EGRESS AND - UTILITIES EASEMENT RECORDED UNDER RECORDING NO. LOT 9 THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE. ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 14811i STREET; THENCE SOUTH 0113'26" WEST, ALONG THE WEST UNE OF SAID TRACT 4 185.83 FEET TO THE TRUE POINT OF- BEGINNING; THENCE CONTINUING SOUTH 0113'26" WEST 124.55 FEET TO THE SOUTH UNE OF SAID TRACTS; .THENCE SOUTH 88'01'32" EAST, ALONG THE SOUTH UNE OF SAID TRACTS, 232.32 FEET TO THE MOST EASTERLY UNE OF SAID TUKWILA BOUNDARY UNE ADJUSTMENT NO. -L08 -032; THENCE NORTH 01'04'27" EAST, ALONG SAID MOST EASTERLY LINE, 90.47 FEET; THENCE NORTH 8T59'05" WEST 195.59 FEET; THENCE NORTH. 57'25'26" WEST 19.31 FEET; THENCE NORTH 01'13'26" EAST 24.37 FEET; THENCE NORTH 88'46'34" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER RECORDING NO. NEW PRIVATE 20' INGRESS, .EGRESS AND UTILITIES . EASEMENT THAT PORTION OF PARCEL B, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. L08 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 AND TRACT 2, ALL IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 2 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 87'59'05" WEST, ALONG THE NORTH LINE OF SAID TRACT 2, 20.00 FEET; THENCE SOUTH 0112'54" WEST 186.94 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS. OF 40.00 FEET, AN ARC OF 62.27 FEET; THENCE SOUTH 87'59'05" EAST 86.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS 40.00 FEET, AN ARC OF 63.38 FEET; THENCE NORTH 0113'26" EAST 185.83 FEET TO THE NORTH UNE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 87'59'05" WEST, ALONG SAID SOUTHERLY MARGIN, 20.00 FEET; THENCE SOUTH 01'13'26" WEST 186.11 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.69 FEET; THENCE NORTH 87'59'06" WEST 86.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE. RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.14 FEET; THENCE NORTH 0112'54" EAST 186.66 FEET TO THE NORTH UNE. OF SAID LOT 2 AND THE POINT OF BEGINNING. RECORDER'S . CERTIFICATE filed for record this day of 20 • at M in book of • of page at the request of LAND SURVEYOR'S CERTIFICATE registered as a .land surveyor by the State of .Washington, certify that this plct 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 o loter dote, have been set SURVEY FOR: Sidhu Homes, Inc. 4228 So. 148th Street . Seattle, WA . r^ C r- PJUN 22 2009 • COMW .JNcT1 DEVELOPr t:}JT SCHROETEROLAND .SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243-9679 DWN. BY LAW DATE 10/17/06 JOB NO. 497/21 DATE FIELD 8/28/06 PROJECT NO. 06228 or, nCfn 11./10 ono n rrT 1 SHORT PLAT. FILE NO. LO SEE PAGE 3 OF 3 FOR CONTROL 20' IQ co 0 N Meridian Assumed (1) Ad° uuect neia measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained in WAC 332 -130 -090. So7"59'051 252.46' (c) 252.8' (P) Northwest corner Trod 5' easement for sidewalk--0-1 171 c e 22 U 0 L . m c U O C E(n. OMV Nw O ct o0 a c o I o ama %. LOT1 ILOT 2 • 3 me U Z m Oa • I (iCtS 1 r ` 13 e • 1 Found rebor w /cop H #35 0.33' west ° 1=- — 196 SP. L06 -011 LOT AREAS LOT 1 = 8,835 sq.ft. (excluding access easement) LOT 1 = 11,530 sq.ft. (including access easement). ALLOWABLE BUILDING AREA (35%) = 3,092 s.f. LOT 2 = 10,638 sq.ft. ALLOWABLE BUILDING AREA (35 %) = 3,723 s.f LOT 3 = 10,526 sq.ft (excluding access easement) LOT 3 = 13,226 sq.ft. (including access easement) ALLOWABLE BUILDING. AREA (35%) = 3,684 s.f LOT 4 = 15,277 sq.ft. (excluding access easement) 1 LOT 4 = 16,296 sq.ft. (including access easement) ALLOWABLE BUILDING AREA = 4.000 s.f (Maximum Allowed) LOT 5 = 21,295 sq.ft. (excluding access easement) LOT 5 = 21,786 sq.ft. (including access easement) 1 ALLOWABLE BUILDING AREA = 4,000 s.f (Maximum Allowed) 1 20' ingress, egress, utilities Fncemnnt Aren = R.)117 cr1 ft (2) LOT 3 LOT (19) Tack in Lead or Nail & Disk set rebar w /cap #23604 Found pipe or rebor Fire Hydrant So. 148117 Street S" ur Jy UJ E 8" concrete / retaining wall House ' #4635 Exception garage 10'1 SCALE: 1 inch = 30 ft 111111 1 1 I I I 0 30' 60' PORTION : OF _SE _1 /4 of NE_1 /4, S._22 _ T. 23 N., R._4_'_E., W.M. corner .Tract 4 S87'59'05 "E . i 20.00' Exception East line Tract 3 126.21 ;n 587'59'05 "E LOT1 Address = # II 0 N easement for sidewai Address = LOT 1 1Li 1 S87'59'05 "E o 97.83' - 20' N M O N CO 1. N88'46'34" W 0.0.' I w co O 5` easement. for sidewalk `s"- + 6. 9 _ in 71--- Dui • 57'25'26"W 19.31' 10 0 N . 0 co L 4 () LOT 4 1 •. P fs oe 011") eoPLO��. --/- 6L 1 Building I Seta Lines TYP Address = �r 3 LOT 2 25' I Address = # 126.18' ound rebor w /cap 19635 - "marked corner 1.0' south° - 2.27' north & 0.45' west of calc position. (18) to ulCNN- 5' 5' 25' LOT 5 Address = N88'01'32 "W. 232:32' 1 4. S88'00'08 "E (5) \ r-Approximate line. of V slope greater that 40% 87'59'0-577E — 195.59 (BLA 105 -077 Rec. #20060411900016) ' slope grate line of II'j slope greater that 40% _J 110' N 0 0 (1) w J 0 • RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE 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 plot. SURVEY FOR: Sukhbir Grewel 4224 So. 148th Street Tukwila, WA SCHROETEROLAND SURVEYING PROFESSIONAL LAND .SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9675 DWN. BY LAW DATE 10/17/06 DATE FIELD 8/28/06 JOB NO. 497/21 PROJECT NO, 06228 CHKD. BY REVISED 5/5/08 SCALE 1 " =30' SHEET 2 OF 3 .JNC -tdPNT. SHO -• • • . • • .1. 1. -:••• • .i,•••••• • • r- - • _ ;.,, SCALE.. • z• • 1 - . ft.. a- 1idR11PN OF ; ' •-•-•SE '1/4 /4l S T Z2»L, r ••• • • • ' • • • r ,5 . ; • ‘'. • .61O164(P.4' 44 • 10‘f0tf, • , $. 1 614% 11t44. • " .: 40 '6• , 5-.1r• ... • orhweStr4ierTrcd; t 3 . Lt":A /G e arthies--6mecrroa 4 • sir5 • •.•, . • • ;!-: • • • -747.-X•rig+315,ti:•,*,...7":".• •••••5:*, • • • • .-,,• ••• . f-4•0:3•i". • • • '- . tsli;:e..;;;,:•.•.'•'1 • -! hsfy.",.,. • • : • • • • . • • • -..„ :a .. "i• • . 2.* •• • *. • LOT AREAS • . • • - LOT"( 7 8,835 sq.ft .,(excluding access easement) LOT 1 11.530 sq.ft. (including;occess easemppt) LOT 2'0.68 sq.ft '• ' " LOT 3 7 10,526 .104.ft (excluding access:easement). LOT 3 7 13,226•sq.ft...NCluding access easement)" LOT 4. - 14,874' sij.fe..:(excluding access easernen LOT 4.- 15,693 sq.ft. (including access easement) LOT 5 7 21,295 sq.ft. (excluding access:easement) • LOT 5 7 21,786 'sq.ft. 'including acceiis 'easement) . • Proposed L.Or 4 -- :•‘! liv. .....c,74.-,.., .,;,14,.X.,..-rev"?..‘,;-4:.'.1.;2*-•••'- eiie-in•"!..n 1 .N, '..7.777,' ' • .• ,., '...176r:11..0+41111i. :,•'*' - ..-,• ,;. '',..?: , :: .. s '''.--••••:: j' * ' '''." •-• -::'-•'•-•*, ...••'''-'• :.:, ':'...a•,“: .''• '.. ..."-LOL-r" *2 .i. Addr....!- , ., ... . • . • : • _•,.. - • ,-Approxirnatfi1fle of • lope greater that 40% • " -; • . • • 20' ingress, egress, Utilities • Easement Area = 6,837 sq.ft. RECORDER'S CERTIFICATE filed for record* this day of ,20 in book of at page at the request of oUnd re,bir ;w/cap-'1963.•,-; *Marked pouth" north *rdc 6.45"' west ot.eafc potation::: . • YORVCLR:T1F(ATE 1, registered se -.a • land surveyor by the State of Washington, certify that this plat is based On on actual sUrvey:of the,land described herein, conduCted by me or undermy supervision; that the distances,- courses and angles ariinovm thereon correct.19; and-thqt-monucherits other thaw those monuments „approved 'far eetttrig'atli later -date,: • knue. Amon •-astf mi.& cei-beittled (l3i047-orPiled 'as (18) SURVEY FOR: - • . . , • Sukhblr Grewel 4224 So. 148th Street • Tukwila, WA 'Taro w • . —I, SCHRQETERZLAND:.SURVEY1.0C PROFESSIONAL LAND SURVEYORS -- • PD. Box 813, Se011urst, Vashitizton 98062 (206) 242-6621 FAX (206)243-96: DWN. BY LAW CHKD. BY • ' • REVISED 9/30/08 DA1E 10/17/06 - DATE- FIELD 8/28/06 SCALE. 1! =30' JOB No..497/21 PROJECT NO. 06228 SHEET 2 oF 3 ..•• I I LI.I 1 yr IUr\VVILH KING COUNTY, WASHINGTON SHORT PLAT. FILE NO. L06 -011 SEE PAGE 1 OF 2 FOR CONTROL S87'59'05 "E 126.23' colt. 126.4' Plat Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic meosuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained in WAC 332 - 130 -090. So. 148th Street concret retaining wall 587.'5.9'05 "E 126.23 (c) 126.4' (P) 0 N I-LUCIN1J • Concrete Monument in Case X Tack in Lead or Nail & Disk O set rebar w/cop #23604 O Found pipe or rebar RECORDiNC: NO. VOL. /PAGE SCALE: 1 inch = 30 ft 11111 1 1 30' 60' PORTION OF _SE _1/4 of _ NE_1 /4, S._22 _ T.._23 N., R. 4 _E., W.M. orthwest corner Tract 4 5' easement for side NE corner - House 5' easement for sidewalk LOT 1' Address = #4615 S87'59 0 E House #4635 New Private 20' easement for ingress, egress and utilities; Subject to drainage and Private Road Maintenance Covenant Rec # goroge wood fence is 0.8' east S87'59 05 126.21 Found rebar w/cop #19635 0.33' west �" 0 c m c c '- 0.0 0 O „o, a 0 a ▪ m o • j mN c I O O °m icm o� N jct > 5 o I - s E.0 Z 0 a0 Proposed LOT 3 25' S87 . g'O5 "E 20.00' Proposed LOT 1 (4) Prposed_LOT 4 wood fence Proposed LOT 2 LOT 4 Address = #4627. wood fence is 0.2' west & 0.4' north of calc. corner position. Found rebar w /cap 19635 - "marked corner 1.0' south" - 2.27' north & 0.45' west of calc position. (18) Proposed LOT 5 LOT AREAS LOT 1 = 8,233 sq.ft. (excluding easement) LOT 1 = 9,784 sq.ft. (including easement) ALLOWABLE BUILDING AREA (35 %) = 2,882 s.f. LOT 2 = 8,232 sq.ft. (excluding easement) LOT 2 = 9,783 sq.ft. (including easement) ALLOWABLE BUILDING AREA (35 %) = 2,881 s.f. LOT 3 = 8,231 sq.ft. (excluding easement) LOT 3 = 8,867 sq.ft. (including easement) ALLOWABLE BUILDING AREA (35%) = 2,881 s.f. LOT 4 = 10,296 sq.ft (excluding easement) LOT 4 = 10,784 sq.ft (including easement) ALLOWABLE BUILDING. AREA (35%) = 3,604 s.f. 1 20' ingress, egress, utilities Eosement Area = 4,227 sq.ft. RECORDER'S CERTIFICATE filed for record this day of 20 of M in book of at page at the request of LAND SURVEYOR'S CERTIFICATE registered as o land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein, conducted by me or under my supervision; that the distances, courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later dote, hove been set and lot comers stoked on the ground as SURVEY FOR: Sidhu Homes, Inc. 4228 So. 148th Street Seattle, WA w 0 Q J 0 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.D. Box 813, Sechurst, Washington 98062 (206) 242 -6621 FAX (206)243 -9679 DWN. BY LAW DATE 11/21/05 DATE FIELD 11/29/05 CHKD. BY SCALE • JOB NO. 483/11 PROJECT NO. 05160sp SHEET • ti 'y0 • g 0 1bL EX. CZ 7YP.E I RIM = /E /Z "CE. S) - ZL S: SS Z.LE/Z "PVC STe ZY+N- c$i S' TYPE /.. R/M rZ4B. /0 /G /Z.CN,W.) = ZS5. 57 /4'3 IF/I" Ai[ ST a /Z.73 /4 ' £5d4.7YPE / . 0/14= 77.40. ' /E /2 "1E) '1* Z7 3.1'0 / 'L-•(5), = 274.70 Pa's 47LFG"If 57 LS_3 7YPE;l • IE G" (5)" =•774,90 ?. /C 4 (N) 2.275-.20 /43 'Z F. /NF /LTRAT /ON TRENCH - W /DE -' 3, -DEFP - /ES" PEKE PIPE ..274.20•. 20' 4CCF5S, ORAJKASE AND. /4 /T /ES EASefeNT W/ ZB' ZDAO WAY. S' S /bOWAIA. OBAINALE ,0 O . 1/7 /1 /7 /GS FASEMENT W/ S! ION(KETE S /DEWAL K D.;ro-e W.L /NF /2 i.21' vi CtoZ TyPE•I'.. R/M *. 70.14 AS 'CN SW) 2574. BO_ E /Z6. Z f! /34.14' e.IPV ste e.7.;- /O6./f! • g ' /ZL:IB• STA7 /0N5 : • - 57A.? /ONS s 2* SBLZ C WJ' 0'+ PLa aWJ O *00 1E) • 24-38 CO t • W >• W 'AIN22agg _3 Uf S 1-1 H eVI_ - 29Z • Z90 —•zee . — z,L. ZS. • W.TIt as . • es �w+l.wva.o i..••••••rnw.. d........r...... Sao/ warmer+, Nom= • • • • 7432.E* .TEE NOTE. ABOVE OB SZ- TYPE 1 R/N a 280./0 /EL "CST')] .IeS. 2 /SL" O EP FLOWI .9/0 es #/- rros / R/M+' fd. tb _ - "Z0A40l6 ") (w /b" rz SUOW) ZSLF.4 a' pK o oo N4/L ear* C t4OTE: ALL UTILITIES TO BE INSTALLED UNDERGROUND SIDHU HOMES. INC. FOUR LOT SHORT PLAT 4816 S. 148Th STREET. TUKWILA. WA SOIL LOGS AND PERCOLATION TESTS DATE PERFORMED: 14 SEP 05 SOIL LOG A 0.24' DK. GREY LOAM 24 -87+ BWN. LOAM (NO MOTTLING). PERCOLATION RATE AT 38' DEPTH: 120 MINAN SOIL LOGE 0-24' DK. GREY LOAM 24-87+ BWN. LOAM (NO MOTTLING) • • • PERCOLATION RATE AT 38' DEPTH: 7.08 MINIIN 4k. Nqy T6TAL SIJ02T4%44r TUT SOO.C' .0 /LL SOVJ CY TOTAL "6000 CY.- SOIL LOG C • 0-24' DK. GREY LOAM 24-8U+ BWN. LOAM (NO MOTTLING) • PERCOLAT1ON RATE AT 38' DEPTH: 8.89 MINAN. .Prs au .779A? •O . /7 44Y V. 22 j!use ro> 'OGS/' 'o'f) A w 0 DESCRIPTION M • fC •6 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L06 -011 DECLARATION Know ail men by these presents that we, the undersigned, owner(s) In fee simple of the and herein described do hereby make a SHORT PLAT. The undersigned further declare this SHORT PUT to be o graphk representation of said SHORT PLAT of said and same Is made with the free consent and in accordance with the desire of the owner(3). IN WITNESS WHEREOF we set our hands end seals. State of Washington County of On this day personally appeared balers me to me known to be the individual who executed the faregdng Instrument and acknowledged the he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this doy of Signature Name as comrnlssloned Title My appointment expires State of Washington County of On this day personally appeared before me to me known to be the individual who executed the foregoing Instrument and acknowledged the he /she signed the same as his/her voluntary act and deed tor the uses and purposes mentioned therein. GIVEN under my hand a seal this day of Signature Name as commissioned Title My appointment expires APPROVALS: DEPARTMENT OF ASSESSMENTS Reviewed and approved by the Short Subdivision Committee Examined and approved this - day of and hereby certified for fling this _ -day of Chairman. Short Subdivision Committee Assessor Deputy Aesese01 Account Number 0042000130 AND 0042000140 20 RECORDING N0. VOL./PAGE OLD LEGAL DESCRIPTIONS TRACT 2, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE ALA: THEREOF RECORDED IN VOLUME 11 OF PLATS. PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. PAP.CEL 8, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT N0. 108 -032. RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON; 6EING A PORTION CF TRACTS 3, 4 ANO 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS. PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTIONS LOT 1 THE NORTH 77.51 FEET OF TRACT 2. BLOCK 2, ADAMS HONE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31. RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO AND TOGETHER 111TH AN INGRESS. EGRESS AND UTUTIES EASEMENT RECORDED UNDER RECORDING NO. LOT 2 THE SOUTH 77.51 FEET OF THE NORTH 155.02 FEET OF TRACT 2. BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. SUBJECT TO ANO TOGETHER WITH AN INGRESS, EGRESS AND UTUTIES EASEMENT RECORDED UNDER RECORDING NO. LOT 3 THAT PORTION OF TRACT 2, BLOCK 2, ADAMS HOME TRACTS. ACCORDING ID THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31. RECORDS OF KING COUNTY, WASHINGTON. OESCRIBED AS FOLLOWS; BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH 0112'23" WEST, ALONG THE WEST UNE OF SAID TRACT, 155.04 FEET TO THE TRUE PONT OF BEGINNING; THENCE SOUTH 8759'05" EAST 126.21 FEET TO THE EAST UNE OF SAID TRACT 2; THENCE SOUTH 0112'54" WEST, ALONG THE EAST UNE OF SAID TRACT 2. 31.91 FEET: THENCE NORTH 8759'05" NEST 20.00 FEET; THENCE SOUTH 0112'54" WEST 45.61 FEET; THENCE NORTH 8739'05" NEST 106.19 FEET TO THE NEST UNE OF SAID TRACT 2; THENCE NORTH 0112'23" EAST, ALONG SAID WEST UNE 77.52 FEET TO 114E TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER M1TH AN INGRESS. EGRESS AND UTUTES EASEMENT RECORDED UNDER RECORDING N0. LOT 4 THAT PORTION OF TRACT 2. BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 2; THENCE SOUTH 0112'23" WEST. ALONG THE WEST UNE OF SAID TRACT. 232.56 FEET TO 114E TRUE PONT OF BEGINNING: THENCE CONTINUING SOUTH 0112'23 WEST, ALONG SAID WEST UNE. 78.28 FEET ID THE SOUTH UNE CF SAID TRACT 2; THENCE SOUTH 88 '01'32" EAST, ALONG SAID SOUTH UNE. 126.18 FEET TO THE EAST UNE OF SAID TRACT 7 THENCE NORTH 0112'34" WEST ALONG THE EAST UNE OF SAID LOT 2, 123.80 FEET; THENCE NORTH 8759'05" WEST 20.00 FEET; THENCE SOUTH 0112•54" NEST 45.51 FEET; THENCE NORTH 8739'55" WEST 108.19, TO 114E NEST UNE OF SAID TRACT 2 AND THE TRUE PONT OF BEGINNING; SUBJECT TO AND TOGETHER YATH AN INGRESS. EGRESS AND UTIUTES EASEMENT RECORDED UNDER RECORDING N0. (NEW LEGAL DESCRIPTIONS CONTINUED) LOT 5 PORTION OF SE 1 /4 of NE 1 /4, S._22 _ T. 23 N., R. 4 E., W.M. (NEW LEGAL DESCRIPTIONS CONTINUED) LOT 8 THAT PORTION OF PARCEL 8. CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT N0. L08 -032. RECORDED UNDER RECORDING N0. 20080623900002 RECORDS OF KING COUNTY, WASHINGTON. WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADp110N. ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 12 OF PLATS. PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. OESCRIBED AS FOLLOWS: BEGINNING AT 114E NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148111 STREET; THENCE SOUTH 0113'26" WEST, ALONG THE WEST UNE OF SAID TRACT 4, 135.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WEST UNE, SOUTH 0113'26" WEST 91.37 FEET; THENCE NORTH 8759'05" NEST 126.19 FEET; MINCE NORM 0112'54" EAST 91.37 FEET; THENCE SOUTH 8759'05" EAST 126.21 FEET TO THE TRUE POINT CF BEGINNING; SUBJECT TO AND TOGETHER YATH AN INGRESS, EGRESS AND UTILITIES EASEMENT RECORDED UNDER RECORDING N0. LOT 6 THAT PORTON OF PARCEL B, 0TY OF TUKWILA BOUNDARY UNE ADJUSTMENT NO. 1.08 -032. RECORDED UNDER RECORDING N0. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, MACH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2. ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT 1140 NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148114 STREET; THENCE SOUTH 0113'26" WEST. ALONG THE WEST UNE OF SAID TRACT 4. 226.38 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID NEST UNE. SOUTH 0113'28" WEST 84.27 FEET TO THE SOUTH UNE OF SAID TRACTS THENCE NORTH 88'01'32" NEST, ALONG THE SOUTH UNE OF SAID TRACTS. 126.18 FEET. TO THE WEST UNE OF SAID TRACT 3; THENCE NORTH 0112'54" EAST, ALONG SAID WEST UNE, 84.36 FEET; THENCE SOUTH 8759'05" EAST 126.19 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO AND TOGETHER NITH AN INGRESS. EGRESS AND U1UTES EASEMENT RECORDED UNDER RECORDING NO. LOT 7 THAT PORTION OF PARCEL 8, OTY OF TUKNILA BOUNDARY UNE ADJUSTMENT N0. 108 -032, RECORDED UNDER RECORDING NO. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND AD010N, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148114 STREET; THENCE SOUTH 0113'26" WEST. ALONG THE WEST UNE OF SAID TRACT 4. 135.01 FEET; THENCE SOUTH 8759'05" EAST 97.83 FEET, TO THE EASTERLY UNE OF SAID TUK1LA BOUNDARY UNE ADJUSTMENT N0. 108 -037 THENCE NORTH 5125'53" EAST. ALONG THE EASTERLY UNE, 135.01 FEET TO THE NORTH UNE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 8759'05" WEST ALONG SAID SOUTHERLY MARGIN, 98.12 FEET TO THE POINT OF BEGINNING; SUBJECT TO AND TOCETNER WITH AN INGRESS EGRESS AND U1UTES EASEMENT RECORDED UNDER RECORDING NO. THAT PORTION OF PARCEL B. CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT N0. 108 -032. RECORDED UNDER RECORDING N0. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON. WHICH IS A PORTION OF TRACTS 3, 4 ANO 5 IN BLOCK 2, ADAMS 140140 TRACT SECOND *001TION, ACCORDING TO 114E PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY. WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER Hp TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE SOUTH 0113'26" WEST. ALONG THE WEST UNE OF SAID TRACT 4, 135.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 011316" WEST 50.82 FEET; THENCE SOUTH 88'46'34" EAST 20.00 FEET; THENCE SOUTH 0113'26" WEST 24.37 FEET; THENCE 5001H 5725'26" EAST 19.31 FEET; THENCE SOUTH 8759'05" EAST 195.59 FEET TO THE MOST EASTERLY UNE OF SAID TUKWILA BOUNDARY UNE ADJUSTMENT 110. L08 -032; THENCE NORTH 01017" EAST. ALONG SAID MOST EASTERLY UNE. 62.19 FEET; THENCE NORTH 88'00'08" VEST 134.14 FEET; THENCE NORTH 0120'53" EAST 22.86 FEET; THENCE NORTH 8759'05" WEST 97.83 FEET TO THE TRUE PONT OF BEGINNING. SUBJECT TO AND TOGETHER WITH AN INGRESS. EGRESS AND URUTIES EASEMENT RECORDED UNDER RECORDING N0. LOT 9 THAT POR110N OF PARCEL 8, 0TY OF TUKWILA BOUNDARY UNE ADJUSTMENT N0. 108 -032, RECORDED UNDER RECORDING N0. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON. 114104 15 A PORTION OF TRACTS S. 4 AND 5 IN BLOCK 2, ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF REC0ROE0 IN VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF TRACT 4, AND THE SOUTHERLY MARGIN OF SOUTH 14814 STREET; THENCE SOUTH 0113'26" WEST, ALONG THE WEST UNE OF SAID TRACT 4 185.83 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 011316" WEST 124.55 FEET TO 114E SOUTH UNE OF SAID TRACTS; THENCE SOUTH 88 '01'32" EAST, ALONG THE SOUTH UNE OF SAID TRACTS, 232.32 FEET TO THE MOST EASTERLY UNE OF SAID TUKWILA BOUNDARY UNE ADJUSTMENT NO. LOB -032; THENCE NORTH 01'04'27" EAST, ALONG SAID MOST EASTERLY UNE. 90.47 FEET; THENCE NORTH 8739'05" WEST 195.59 FEET; THENCE NORTH 572516" WEST 19.31 FEET; THENCE NORTH 0113'26" EAST 24.37 FEET; THENCE NORTH 88'46'34" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING; SUBJECT TO AND TOGETHER WITH AN INGRESS, EGRESS AND UTUTIES EASEMENT RECORDED UNDER RECORDING N0. NEW PIVATE 20' INGRESS. EGRESS AND UTILITIES EASEMENT THAT PORTION OF PARCEL B. CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT N0. 108-032, RECORDED UNDER RECORDING N0. 20080625900002 RECORDS OF KING COUNTY, WASHINGTON, WHICH IS A PORTION OF TRACTS 3, 4 AND 5 AND TRACT 2, ALL IN BLOCK 2. ADAMS HOME TRACT SECOND ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED 114 VOLUME 12 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID TRACT 2 AND THE SOUTHERLY MARGIN OF SOUTH 148TH STREET; THENCE NORTH 8739'05" VEST, ALONG THE 1012114 UNE OF SAID TRACT 2, 20.00 FEET; THENCE SOUTH 0112'54" WEST 186.94 FEET TO A PONT OF CURVATURE; THENCE ON A CURVE TO THE LEFT 1MTH A RADIUS OF 40.00 FEET, AN ARC OF 62.27 FEET; THENCE SOUTH 8759105" EAST 88.20 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT 13114 A RADIUS 40.00 FEET, AN ARC OF 63.38 FEET; THENCE NORTH 0113'26" EAST 185.83 FEET TO THE NORTH UNE OF SAID TRACT 4 AND THE SOUTHERLY MARGIN OF SOUTH 1481H STREET; 1)4ENCE NORTH 8759'05" VEST. ALONG SAID SOUTHERLY MARGIN, 20.00 FEET: THENCE SOUTH 011316" WEST 186.11 FEET TO A POINT OF CURVATURE THENCE ON A CURVE TO THE RIGHT 6113 A RADIUS OF 20.00 FEET, AN ARC OF 31.69 FEET: THENCE NORTH 8759'06" WEST 88.20 FEET TO A POINT OF CURVATURE: THENCE ON A CURVE TO THE RIGHT 13114 A RADIUS OF 20.00 FEET, AN ARC OF 31.14 FEET; THENCE NORTH 0112'54" EAST 188.68 FEET TO THE NORTH UNE OF SAID LOT 2 AND THE POINT OF BEGINNING. RECORDER'S CERTIFICATE fled for record this doy of 20 at M In book of at page at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described herein. conducted by ma or under my supervision; that the distances, courses and angles ore shown thereon correctly, and that monuments other than those monuments approved for setting at o later date, have been set and lot caviare staked on the ground as depkted co the plot. SURVEY FOR: Sldhu Homes, Inc 4228 So. 148th Street Seattle. WA SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. hex PO, sservst. Vesei plan 12062 <2001 242-6621 PAX (296)243-%79 DM. 81' LAW DATE 10/17/06 JOB NO. 497/21 DATE FIELD 8/28/06 PROJECT NO. 08228 REMSED 11/18/08 SHEET 1 OF 3 CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L06 -011 SEE PACE 3 OF 3 FOR CONTROL 126.238(c)9126 4' (6) Notes Fidd data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained in WAC 332- 130 -090. LEGEND • Concrete YonumeM in Cap X Tack In Lead or Nall • Disk O set star w /cap 123604 • Found pipe or mbar jZ Fire Hydrant RECORDING NO. VOL/PAGE SCALE: t Inch - 30 It 0 30' 60' PORTION OF SE 1/4 of _NE 1/4, S._22_ T. 23 1, R 4 E., W.M. So. 148th Street i� 64'7 - existing fire hydrant Northwest comer Tract 3� — — lio ^t S87'59'05'E 587'59.05'E - --tr 128.23' (c) 128.4' (P) , �t+orthwest tamer Trost 4 ........_.....,.._..._ 0.0_.._.. _.—._ 126.2 }• c O 1 �• 20.607` () 1!• P _000_0.. 99.tx_.,_.__....,,� r Ij 68.01' 58.22' " 20' , 20.00' ..)_....,.,,,,. 0000. 5' easement for sidewalk --1 IIS 5 it 1 ii o 11 iH + s 3 — — 1 ," 1 LOT 1 I 25' ill � ° & ,� ,n .d �.�' 15 -- ^''• easement for .w.ea6 a'p g _ ', is I Address - /4615 n• n .6 '6, d q N0J +1 n I (Hausa /4845 - Prelim.l3' o i."."•-' $ 1 c ^: ilil § c ate' I Permit )07 -409) 2r. la 28aS gE� a N 10'�usd ` s.lback 1 a 1 L t.'1 ,' n n ; 0 1 LOT 7 I E� 8f g t Lines TYP) o_ •3i If m h Address -# _A UL 1 Y j 2 a Y _597_39 E 0500 Y_ • 1 a i a - 6 .. ; Tv 1 1. $ �' E 1 8 Q �� •'' —" .126. a •� - u n r T Imo n th d o - is �. f — E � • {Q b y i >?.� a- H 1 LO Bl •t'' ' e .-a d �. 6 • N 1 1 0 �- �i .2 ,s 0).:60 to e° • ■ I I �'; j i61 :a. L. 8 I pdcd,0yd}g0r'`` I IZ LT:,=� 6 0'I Meridian Assumed S LOT 2 = � r -•-+ C6PtjOn ~_ �`` ` o I 1 P°a• � 1 I i , °ems gam. s) HOrile VP' ... 0000,.. 125' s c>< � I 7P a 9�' � 1. 'frOG 11/3' 1 .. (Tax Lot #00420011130) I nb n ell 587'59'05•E o —I 1 V • , . 7'59.0 97.8}' - House Lot /4742000144 1 I� r0 —S87'59'05'1— t�s:�^ ;n . y 'r) Nousa //647 A -.76.2(r I 7 r — — 1 _ _ -- " _ Find Permit /007 -277) I doll' • 1 3 1 L h— J 10' 1— — 1 1' 1 % N r S' I LOT 5 1 6 1 1 101 ,l=r Binding Setback Line. (TYP). V r • I ' I 1 Address - 114816 20' m 25' f 1J4.1!' se739 os E I: 18•46•34'w 1 L 1 )' S8en0'08 " 120.00' I ^ n 1 BUILDING SETBACK 1 , 1 LOT 3 I\ LMES (TYP) n n 1 LOT AREAS I� I Address - /14817 1 25• � /` /� t 1 °�20--- °0`��m LOT 8 1 LOT 1 - 8,233 sq.ft. (excluding easement) 110' 1 1 ` — — — e— __1 ' n� I Address - /14828 110' T' rApproz4nate line of LOT 1 - 9,784 sq.ft. (IndudMg easement) 1 1 �m` `� / \ , 37/5'28'W 1 V elope greater that 401< �+ �� (Tos Lot /0042000140) \,F. 1 — �CT 9.31 T 2 - 8,232 sq.ft. (excluding easement) L L_ —„ .. ._- ..�__._......_._...._._._.._ LOT 2 - 9,783 sq.ft. (including easement) (r r — — ...,, i `�- - -- n. 1 " 106.10'-._.— _.- �..._..� 128.19'_. -.- __0`007"__. _.....,\,/s., . 7-- —I LOT 3 - 8,231 sq.ft. (excluding easement) i r - I ; 58739'OS•E b /� 1 LOT 3 - 8,867 sq.ft. (Including easement) 1 n� I �- u, 1 LOT 4 - 10,296 sq.ft (excluding easement) f,^,� I s• easement for sidewalk 110.1 (8U LOS -077 LOT 4 - 10.784 spit (Including easement) ;I ; 1 ,n LOT 9 Y♦1 IIg'-' Address - /14837 101. Approximate line of LOT 6 r 1 6s,,0000:1 1 �sope greater that 40% ,n Address - / 14831 I 208 0' 20• 1 • tole 06' 15g 1 �.l05�01 1 (2) ed I 0 1 k9dc."t;.0p6att9a� 7 J "ea. (4) J �"` (5) _— _�....�....__._.__......._ _ n L_ 126.18' (e) 126.4• (P) — ...._.._....._' —^' / ... ..- ...._.......,......_...__._. Landscaping Requirement: All iota will be required m plant one (1) IMO. (Tax Lot /0042000145 Roues /4661) 6,8759.05.E _ 195 LOT 5 - 8.835 sq.ft. (excluding access easement) .`,;,1 LOT 4 0' 1 LOT 5 - 11,530 sq.ft. (Including access easement) . Address - /14825 20 1n)RI I LOT 6 - 10,638 eq.ft. 14 LOT 7 - 10.526 sq.ft (excluding access easement) LOT 7 - 13,226 sq.ft. (Including access easement) , LOT 8 - 14.874 sq.ft. (excluding access easement) LOT 8 - 15,893 sq.ft. (Mduding access easement) LOT 9 - 21,295 sq.ft. (excluding access easement) LOT 9 - 21,786 sq.ft. (Including access easement) ; 20' Ingress, egress, utilities Easement Area - 11,064 sq.ft. €10 ,I,L (3) (19) 126.18' (c) 126.4' (P) ..._�.'� I Found rebar w /cop 19635 - *marked comer 1.0' south- - 2.27' north & 0.45' west of Oslo. position. (18) (17) N88101.32•• (16) RECORDER'S CERTIFICATE feed for record this day of 20 at ....N In book. of at page at the request of Ngr. Supt. of Records LAND SURVEYOR'S CERTIFICATE registered as a land surveyor by the State of Washington. certify that this plat b based an an actual survey of the land dew:rased herein, conducted by me or under my supervision; that the distances. courses and angles are shown thereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set and lot comers staked on the ground as depicted an the plat. SURVEY FOR: Sldhu Homes, Inc 4228 So. 148th Street Seattle, WA SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PD. lox 613, seeh,rst, Veewgton 55069 (e06) 549 -6691 FAX C206k43 -9674 ONN. BY LAW OATE 10/17/06 DATE FIELD 8/28/08 JOB NO. 497/21 PROJECT NO. 06228 CHM BY REVISED 6/22/09 SCALE 1' - 30' SHEET 2 or C) CITY OF TUKWILA KING COUNTY, WASHINGTON SHORT PLAT FILE NO. L06 -011 Note, Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by o steel tope. This survey meets or exceeds the standards contained in WAC 332 -I30 -090. DETAIL: INGRESS, EGRESS AND UTILITIES EASEMENT SCALE: r - 30' 0 rc LOT 1 5' easement for si.fawalk - 4� LOT 3 (2) LOT 4 iginol Eoet fine Trod 2 I1 \ L462.27' \ \ ` R -40.00 � - �`\ 58759'05'E 86.20 7-- 3= 8911'59\\ 58759b5E So. 1481/7 St. S8759'05'E )(GOP L- 31.14' R -20.00 A = 8911'59' LOT 5 (J) west comer Tract 4 n 20.00% .r.._.,_,_,.........,_...,_„., 2 -+{ easement for sidewalk LOT 7 to 1 a i 1 LEGEND ® Concrete Monument in Cop )( Tack In Lead or Nail & Disk O set mbar w/cop 023604 • Found pipe or mbar big N. vicer) R -20. 1- 31.69' A - 90'47'29' LOT 6 0 .0 jc Ir :;�( N 484 (4) LOT 8 R -40.00 L- 63.38' 0 - 90'47'29' LOT 9 RECORDING NO. VOL/PAGE SCALE: t Inch - 30 0. I33SS7 ) 1 ) ) 0 30' 60' PORTION OF SE 1/4 of _NE 1/4, S._22_ T. 23N, R 4 F., W.M. So. 144th St. Found 1/2' brass pin N canarete In cap - 6/11/99 N0112'57'E Basta of Bearing (Assumed) 661.38' meas. 661.41' Plat 661.00' cals. S� O. 146th St. ^ O Found brass disk In concrete In case - $ 9/15/04 E E Found I'pipe w /tack ti case 2.79' east & 1.21' south of cola intersection - 11/21/05 15' CONTROL nts Found 3/4' ep &e w/1 -1/2' washer 1.20' south & 0.59' east of colt. Intersection - 9/15/04 So. 1481/7 St. 252.46' (c) 252.8' (P) (1) 58759'05'E 600 J I S /TE (3) RECORDER'S CERTIFICATE feed for record thls doy of 20 at M In book of at page.......at the request of Mgr. Supt. of Records LAND SURVEYOR'S CERTIFICATE registered as a land surveyor by the State of Washington, certify that this plot is based on an actual survey of the land described herein, conducted by me or under my supervision: that Me distances. courses and angles are Shown thereon comecuy, and that monuments other than those monuments approved for setting at a later date, have been set and lot carers staked on the ground Os depicted on the pat SURVEY FOR Sldhu Homes, Inc. 4228 So. 148th Street Seattle. WA SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS Pa b: 013, tsshurst, Vowngton 9806E 12060 040 -6601 FAX 206)243 -9679 OWN. BY LAW DATE 10/17/06 DA1E rm.° 8/28/06 JOB 140. 497/21 PROJECT NO. 06228 06CD. BY REVISED 10/18/08 SCALE 1' 30' SHEET 3 os 3 JUN 22 2009' SUPPLEMENT FOR SHORT PLAT FILE NO. L06 -011 Account Number 0042000130 AND 0042000140 •.o, • ••••t It. / y lab- TeA• ./ . ta• — — i �. 281/ e d ~', ..w `` iF Mt -Y .•.I.. s. A l _.mot i , a,.._0p.' o. 1swf Sty '`eta s j � — _ — (.. . (.)._.. ? RR. woo—t 1(- O` `,, n \ — ,n . mov qs• I f ..t ....... al �� 4+ sea YN m.v PR All) t5V �� _ .qtr % i N A 4 0, LOT 11 ' .0' 6 4 y'i i 1 j ^r A Me.. MMO - PR PeM 22 — — — ■ J I 1.r • s .�..1. ,.w y oat I f..,,a get-ml ,r ./..w .� N.4�` ,.w fir I (r. u PC mamas , P. J j 1 �' "" 9 / 4/' Vs u' 1 1 d I ; 'L4 P i P 3 ai' kill th Ilijj C� food ti.. Vas eJwe ear ..t .., "�sRr • w_ IT g h pu .. p . 3 Fi . n• or .. ;:e.;, �q. i y, 41,11_ r -1114 . - �wb�'T J._._...._— .� 33,32-3 h Rs �r j !_'i .9, -10a- - 1111_*, �' c - _.-,_ 1111 t � _ LOT i I _ $ 1 20' ..� / xi �' 1 A Elam/Shoo 4 I �,v ^' I J\/ 1 i 1 L ,..1'La'1 __I. .._.__.y. e , / • .., 2. PIRc•I. 1,a.r L0. 3 1 I • RR ». • <. {/ i 1 k . .— L —L— f..► OT 8 — • - -- ... / ir' I 1 ry v /y' RM. IR 402 11 rt. a 1111... .%' J 1111 y _........ ..7 P` e f.. ® O.d•s. f.. w o.e, MS w •.• V . I tat • ...w•. e ......r -.- wood a. .. ....,_..._ -'tgtM .«........_ ..._..c77 j / •.« 4111.._./ i _• __« _ _« - 1111.. - . t _..... ._ __......_ .......... ... ............� __' - - -- • - -2t: wy r' � 1 LOT w' / () /V A _'a." ' a „ `� $ o , i °J w LOT n I . sn. A ... 1 a L— LOT = le u 1 I/-r 1...1 s....l. • I I a 11 1 1 1 @ <d 14. D1__••_ .<s dn. .. •os• � - giie td ,ier ryj 14. I H Rs. (RR*. 'yJ Si • a — 1141_(_ in= LEGAL DESCRIPTIONS s, 2 pep.y.r a 4 MAC, 2 coat 2. /4.•S 11..c 32.012 AO RIwI to at +N.. RA! OCR ICCOFOm M *04.22 R O RAM PAM T. "'y r W.� w w..•••v� N w. SCR) O MS OO IY. R9N Ul •r 9f., I1...... .— 11• I4114 Rol S..tM M �. •ew.w . POOR a pM1 v TIARA •amow, INC ARMOR OM. O sas'wr ..w; d...,.� "'.** AtLORS mRO T, 110.9.10. 0a0e0. " 00.0 A PROP O 111/413 1. Av0 S IN IRKI Rd Schroeter Land Surveying PROMi IONAL IANO S(R VE•OFS Fa w so R.... MS .12 NNW Iv OUNK.101, •. �' ..7. MR 1e /4T RR ROOK ,o 32041 to 01: 20 an. �.,.w.r.I twsv ace om s wuc n v MR PAM q • .... r .'•,M••.. row'.....ww. =onus V 29.0 OOISIiM. Wt1iG10L so............. ELEVATION DATUM M ..+P Nw Tw ti N .,dww ,� r ...r. +s Webs .•w•.�n w ∎•• v .. ti .. — •••••• `� 24MI 93412011 • 3014 r1[•Olm MOOT RR trou.<. YV. (HR tun (trod') „2 1 ,/NIBS ,m / eRm ..,M w.mva ro. wamw. .CALL , ..v a.o r.. 11Lta>tn .7L nv_.lLx1