Loading...
HomeMy WebLinkAboutPermit PL12-031 - LANDFAIR - SHORT PLATThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PL12-031 LANDFAIR - SHORT PLATS LAND DIVISION LAND DEVELOPMENT 4237 S 160T" St RECORDSDIGITAL D- EXEMPTION THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 122 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) (7a & c) apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); RCW which protects attorney -client privileged RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. LANDFAIR 2 SHORT PLAT 4237 S 160T" ST P L 12-031 Ll 2-034 SHORT PLAT City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION January 17, 2013 Mr. Han Phan, P.E. 5130 S. 1661h Lane SeaTac, WA 98188 RE: Landfair 2 Short Plat L12-034, 4237 S. 1601h Street Dear Mr. Phan, The Short Subdivision Committee has completed review of your short plat application (Tukwila file number L12-034), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: (1) Preliminary Approval; (2) Final Approval; and (3) Recording. A description of each step in the short plat approval process is included below. 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS 1. Add short plat file number L12-034 to all sheets of the short plat survey. The correct parcel number identified on Sheet 1/2 of the Short Plat should be 537980-0040. 2. Correct the spelling of "road" at the end of the old legal description. On the Cover Sheet page 1 of 6 of the Civil Plans, correctly identify the Section in which the property is located as follows: NW '/, NE '/ Section 27 (not Section 17), T23 N- R4E. CL Page 1 of 6 01/17/2013 9:52 AM01/17/2013 9:51:00 AM WT12-034Tandfair 2 Preliminary SP Approval NOD 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 L12-034 Landfair 2 Short Plat Preliminary Short Plat Approval -Notice of Decision January 17, 2013 4. Provide a draft copy of the Private Ingress/Egress & Utility Easement and Maintenance Agreement language for review by the Public Works development engineer within new Lots 1, 2, 3, & 4 for the benefit of new Lots 1, 2, 3, & 4. (a) This language shall appear on the face of the short plat to be recorded when the Final Short Plat Map is recorded. (b) 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.) 5. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L12-034. (See enclosed.) 6. New legal descriptions for Lots 1, 2, 3, & 4; should include `subject to' and/or `together with' — reference the Private Ingress, ss, Egress & Utilities Easement and Maintenance Agreement. (as applicable) 7. Separate easement documents and maintenance agreements for any common infrastructure (utility lines, access roads/driveways) shall be submitted to PW for review and approval prior to final of PW infrastructure permit. Provide Private Ingress,gress & Utilities Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 9. Provide legal description of Private Ingress, Egress & Utilities Easement on Short Plat Survey Map. 10. Please be aware that King County Department of Assessments is showing a lot size of 41,250 sq. ft. for this parcel. The area of the parcel indicated on the short plat survey is 41,309 sq. ft. 11. Applicant shall obtain permit from Public Works and/or utility providers to install utilities (sanitary sewer, water, power/telecom., etc.) to serve future lots. 12. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. City does not allow pavement cuts in pavement that is three (3) years old or newer, except by written approval form the Public Works Director. See Pavement Mitigation Bulletin no. A3 — enclosed. 13. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. CL Page 2 of 6 01/17/2013 9:52 AM H:\L12-034\Landfair 2 Preliminary SP Approval -NOD e q q J ul°>Vw" Department Of Community Development AFFIDAVIT OF DISTRIBUTION 1, _Teri Svedahl , HEREBY DECLARE THAT. - Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Mitigated Determination of Non - Significance Si nificance Determination of Significance & Scoping Short Subdivision Agenda Notice Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Board of Adjustment Agenda Packet Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached, and on the CC'd portion of the memo, sent electronically to SEPA on this _18 day of _January , _2013 Project Name: Landfair 2 Short Plat Project Number: PL12-031 Associated File Number s : L12-034 Mailing requested by: Carol Lu Mailer's signature: W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC Teri "Svedahl From: Teri Svedahl Sent: Friday, January 18, 2013 7:40 AM To: sepa (sepaunit@ecy.wa.gov) Cc: Carol Lumb Subject: Landfair 2 Short Plat L12-034, Tukwila Attachments: DOE_L12-034_NOD.pdf Attached is the Notice of Decision for City of Tukwila, Landfair 2 Short Plat. If you have any questions or require additional information, please contact the project planner, Carol Lumb at Carol.Lumb@TukwilaWA.gov Sincerely, Administrative Support Technician City Of Tukwila, Building & Planning 6300 Southcenter Boulevard Ste 100, Tukwila WA 98188 Teri.Svedahl@TukwilaWa.gov City Website: wwwAukwilawa.gov L12-034 Landfair 2 Short Plat Preliminary Short Plat Approval -Notice of Decision January 17, 2013 14. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. Provide site development plan with Public Works permit submittal. Plans shall be signed and stamped by a Washington State Licensed Engineer. The Development Guidelines and Construction Standards manual is available at the Public Works Department and on the City Web Site at http://www.tukwilawa.gov/. 15. Pursuant to the Tukwila "underground ordinance," all utilities shall be placed underground. 16. The location of the mailbox structure (per Construction Note 7) is missing from the Civil Plans, sheet 3 of 6. Please identify where the mailbox structure will be located. 17. Remove the garage, three sheds and the pool prior to Final Short Plat approval. As part of the Demolition Permit to remove these structures, a geotechnical review will be required to evaluate the restoration of the former pool site and a final summary letter provided to the Building Division confirming compliance with their recommendations. 18. Extension of the sewer and water lines to the lots shall be approved by the appropriate utility and conform to the Landfair 2 Short Plat Civil Plans dated October 15, 2012. As -built plans shall be provided to the Public Works Department prior to final approval. 19. Please add the addresses assigned to the new lots to the short plat survey map as shown below. • Lot I (existing address): 4237 S. 1601h Street • Lot 2: 4243 S. 1601h Street • Lot3: 4241 S. 1601h Street • Lot 4: 4239 S. 1601h Street 20. Install multiple residential driveway address signage per the enclosed detail. 21. A note shall be added to the plat survey that all future homes shall have a fire sprinkler system installed. 22. Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433-0179 for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way. 23. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: CL Page 3 of 6 01/17/2013 9:50 AM HM12-034Uandfair 2 Preliminary SP Approval -NOD L12-034 Landfair 2 Short Plat Preliminary Short Plat Approval -Notice of Decision January 17, 2013 a. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. b. Existing and proposed legal descriptions for all lots. c. Separate easement document with legal descriptions for any common access/utility infrastructure. d. Redlined changes as indicated on Sheets 1, 2, and 3 of the short plat survey. APPEALS This short plat approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS may raise such issues as part of the appeal. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (11/02/2012). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time CL Page 4 of 6 01/17/2013 9:50 AM WI-12-034\1-andfair 2 Preliminary SP Approval -NOD L12-034 Landfair 2 Short Plat Preliminary Short Plat Approval -Notice of Decision January 17, 2013 limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). 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, you will be asked to obtain the signature of the owner, and land surveyor on the face of a clean copy of the Short Plat. The Chair of the Short Subdivision Committee will then sign your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by January 16, 2014, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording 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. Do not fold the short plat, but rather roll up the document to take to the Recorder's office. 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 a copy of the recorded documents is provided to the Department of Community Development. 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. 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. Please note for future reference : 1. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. CL Page 5 of 6 01/17/2013 9:50 AM H:\L12-034\Landfair 2 Preliminary SP Approval -NOD Y L12-034 Landfaire 2 Short Plat Preliminary Short Plat Approval -Notice of Decision January 16, 2013 2. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. If you have any questions about the short plat, please direct them to the project planner, Carol Lumb, at (206) 431-3661 or Carol. LumbgTukwilaWA.gov. Sincerely, � (L ack Pace Chair, Short Subdivision Committee cc: Bob Giberson, Public NyQrks Director 'M (please initial your approval) pp ) Nick Olivas, Fire Chief {x (please initial your approval) Landfair 2 LLC, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division CL Page 6 of 6 01/17/2013 9:50 AM WI-12-034Tandfair 2 Preliminary Short Plat Approval -NOD City of Tukwila Jina Haggerton, Mayor Department of Community Development Jack Pace, Director MEMORANDUM To: Bob Giberson, via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Carol Lumb, Senior Planner RE: Landfair 2Short Plat, 4237 S. 1601h Street; Tukwila Date: March 25, 2014 File: L1-034 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores )�)) (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi (LS 7 CPL Page 1 of 1 HAL12-034 Landfair 2 Short Plat\L12--034-Landfair 2 SP- Final SP-memo.doc (initials) 03/25/2014 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MEMORANDUM To: Bob Giberson, via David McPherson Chris Flores via Don Tomaso Richard Takechi From: Carol Lumb, Senior Planner RE: Landfair 2Short Plat, 4237 S. 160t" Street; Tukwila Date: March 25, 2014 File: L1-034 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores (initials) Approved by Bob Giberson - (initials) Approved by Richard Takechi RSA (initials) CPL Page 1 of 1 HALI2-034 Landfair 2 Short P1at\L12--034-Landfair 2 SP- Final SP-memo.doc 03/25/2014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 $. 160TH Irtm PROPERTY LINE - - - - - - - EASEMENT -tF ROW CENTERLINE ROW/ADJACENT PROPERTY LINE K p 'El ASPHALT PAVEMENT CONCRETE PAVEMENT ------- GRASSCRETE PAVEMENT COSTING HOUSE S' TO REMAIN-_--- - i. _j 10T 1 (10,836 oIo LOTS (7,224 SQ. FQ 25- ACCESSAUTUTES EASEMENT EOSING GARAGE IX TO BE DMOUSHED TO BE DEMOLISHED EX-01ED BE DEMOLISHED LO:2'! LOT 4 4: (7,750'4iQ- (7Fr) ,7SO sQ.,L T TAX PARCEL NUMBER 537BOODD40 SHED TO BE, pc� ISHED DEMOL J L J L OWNER INFORMATION CAD HU H CONSULTANTS CIVL� 2415 - 62NO AVE BE MERCER ISLAND, WA 96010 PSG. U-C 5130 - S, 166TH LAN (206) 399-5973 SEATAr. WA MINI 1wRizONTu WIC scuE 0 2000NTACT. Y (206) 229 6422 20 10 10 1 Intl, 20 ft. HAN PHM, P.E. NO. DAM BY REVISION DESCRIPTION JOB NO. RM500 ISSU DATE 11-24-2013 — 'oQ 1plao, LLG (206)) �U LANDFAIR 2 SHORT PLAT 4237 - S. 160TH STREET WA 98188 RUERENCE SHEET NO SPI DIESIGNEDBY. H. H. PIHMM DRAWN BY. He K. PHAN SITE PLAN SHEET 1 OF 1ETS CHEED BY: CK PROJ. NNIGN, i After recording please return to: Robert Dunbabin Sr. C/O Ed Flanigan 3401 Rainier Ave South, Suite B Seattle, WA 98144 201402 KING COUNTY, WA PRIVATE INGRESS/EGRESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L12-034 GRANTOR: ORCAS HOMES, LLC — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. L12-034) GRANTEE: ORCAS HOMES, LLC — (Owner of Lots �tgrof6�l��lat No. L12-0034) Co Records Grantor Legal Description'' Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., a distant North 89°59' 10" West, 2156.10 feet from the Northeast corner of said Section 27; Thence South 0°15'50" East, 305.40 feet; Thence North 89°59' 10" West, 150 feet; Thence North 095'50" West, 305.40 feet to the North line of said Section 27; Thence along said North line South 89'59' 10" East, 150 feet to the point of beginning; Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) Grantor - Assessors Tax Parcel No. 537980-0040 Grantee Legal Description Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., a distant North 89'59' 10" West, 2156.10 feet from the Northeast corner of said Section 27; Thence South 0°15'50" East, 305.40 feet; Thence North 89059' 10" West, 150 feet; Thence North 095'50" West, 305.40 feet to the North line of said Section 27; Thence along said North line South 89°59' 10" East, 150 feet to the point of beginning; Pagel of 3 Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) Grantee - Assessors Tax Parcel No. 537980-0040 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Ingress/Egress and Utilities Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: INGRESS/EGRESS AND UTILITIES EASEMENT OVER A PORTION OF LOTS 1, 2, 3, AND 4 OF CITY OF TUKWILA SHORT PLAT L12-034 LEGAL DESCRIPTION OF INGRESS/EGRESS AND UTILITIES EASEMENT AREA: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00°33'20"W, 175.40 FEET; THENCE N89010'00"W, 25.00 FEET; THENCE N009320"E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89°10'00"W, 105.10 FEET; THENCE N009320"E, 24.00 FEET; THENCE S89°10'00"E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE N009320"E, 56.30 FEET; THENCE N14°48'05"W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN S89°10'00"E, 36.00 FEET TO THE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of an Ingress/Egress and Utilities Easement. 3. Grantee shall install any improvements in said Ingress/Egress and Utilities Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Ingress/Egress and Utilities Easement. Page 2 of 3 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Ingress/Egress and Utilities Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. IN WITNESS WHEREOF, said individual have caused this instrument to be executed this IWo- day of , 20_AA_. zed Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I have know or have satisfactory evidence that ROftM DuNDAINN 5P, is the person who appeared before me, and said person acknowledged that he/she signed this instrument on oath stated that he/she was authorized to execute the instrument and acknowledge as the ft'5 m4T of ORCAS HOMES, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Z l 1't 1 20) t Notary Public in and for the State of Washington residing at Ti'lWA My appointment expires 11 12J6 �261(0 Page 3 of 3 . 20140221000022 please return to: 02/21/2014 08:40 KING COUNTY, WA Robert Dunbabin Sr. C/O Ed Flanigan 3401 Rainier Ave South, Suite B EXCISE TAX NOT REQUMED Seattle, WA 98144 ,g P�etiords a DepuIt, PEDESTRIAN WALKWAY EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L12-034 GRANTOR: ORCAS HOMES, LLC — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. L12-034) GRANTEE: ORCAS HOMES, LLC — (Owner of Lots 1 thru 4 - City of Tukwila Short Plat No. L12-0034) Grantor Legal Description Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., a distant North 89°59' 10" West, 2156.10 feet from the Northeast corner of said Section 27; Thence South 0°15'50" East, 305.40 feet; Thence North 89'59' 10" West, 150 feet; Thence North 095'50" West, 305.40 feet to the North line of said Section 27; Thence along said North line South 89'59' 10" East, 150 feet to the point of beginning; Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) Grantor - Assessors Tax Parcel No. 537980-0040 Grantee Legal Description Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., a distant North 89°59' 10" West, 2156.10 feet from the Northeast corner of said Section 27; Thence South 0°15'50" East, 305.40 feet; Thence North 89°59' 10" West, 150 feet; Thence North 095'50" West, 305.40 feet to the North line of said Section 27; Thence along said North line South 89'59' 10" East, 150 feet to the point of beginning; Page 1 of 3 -i Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) Grantee - Assessors Tax Parcel No. 537980-0040 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Pedestrian Walkway Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: PEDESTRIAN WALKWAY EASEMENT OVER A PORTION OF LOT 1 OF CITY OF TUKWILA SHORT PLAT L12-034 LEGAL DESCRIPTION OF PEDESTRIAN WALKWAY EASEMENT AREA: THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF THIS SHORT PLAT. 2. This easement is for the sole purpose of the construction, use and maintenance of a Pedestrian Walkway Easement. 3. Grantee shall install any improvements in said Pedestrian Walkway Easement at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Pedestrian Walkway Easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Pedestrian Walkway Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. Page 2 of 3 This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the'land descried herein or any part thereof. IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 20/. r �4ut o ' d Signature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certifyI have know or have satisfactory evidence that 0 67F R-7 1VR'Mmj is the person who appeared before me, and said person acknowledged that he/she signed this instrument on oath stated that he/she was authorized to execute the instrument and acknowledge as thebem7f of ORCAS HOMES, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated V Notary Public in and for the State of Washington o�K �� VN � = residing at VN . ' QP W '•••• �� •��, / Exp- �.�� My appointment expires Page 3 of 3 wf" m LEGEND L. STORM GRAIN MANHOLE RIM - 429.10' SANITARY SEWER 60) PROPERTY LINE AN 429.52' MANHOLE RIM - - - - - - - - - - - - - - - - - - - - - ADA&CENT PROPERTY LINE 26! 5.70' _N8910'00-W (BASIS OF REAl EGS) (DEED Nag-590HLW) SS ROW CIEWERLINE --- �36­7 itow LINE IN lb -------- 91 w IN W­ W W_ ------------ v `7 w —w — "w PROPOSED EASEMENT LINE FUN 429.90' P: P P 'CATCH BASIN G G GAS LINE — -- — -- FUM - 437.24*. _7 BTV om"OKATM UK ------------------ CATKIN LINES JOR CENTURY LINK w W W W WATER SERIACE LINE scl lb 2'. FOR 00MCAST. N p .7.0' PEDESTRIAN WALKWAY ell- .... 4 S S S S SIDE MU LINE 5p4___, 6* PVC SIDE is .. BP— BP.POWER LINE (18,060 SQ. Fr) POKER CONblV SD SD SD SD — STORW DRAIN LINE .13 CATCH BASIN TYPE 1 .1 jr WATER CE ONE STORY P, 0 CLEAN OUT A 4r -J 6111LDING FUDGE HT - V451.1*222 x czz_ :J WLTRATION IRDICH FF ASPHALT PAMIENT a PW SIDE SEVU CB.(TYp (np CONCRETE PAVDIENT POWER VAULT I------ *.SEWER CLEANCLIT COMIANCAIKIN YAM L GRASSCRIETE PAVEIW F IL IL HL IL IL HL I PERF. --430- a V PA6' wi, MTFRMON TRENCH (481 x 4V e" \I. 2, W LINE DEPTW-dr' p . 016 ------ - . _--WlN wvw. sm r GAS UNIL TUB 4- GAS LINE TRA7DON TRENCH f* PVC SIDE Swmwm X x------ LOT 2 x LOT 4 41�`T LOT 3 (7,750 SQ. FT) (7,750 SQ, (7,7,5,0 SQ. Fr) sag sow -.00, -4 SON, - - - - - - - m EB- - U, I L T b, HOMZONTAL CRAPHIC SCALE 20 10 .0 10 20 — g��LT .'I Inch -_201L NO. DATE BY REVISION DESCRIPTION JOB No. M259W ISSUE DATE 3-15-2014 R Vlmckr In= LANDFAIR 2 SHORT PLAT REFERENCE ENO. DESIGNED BY: H. H. PHAN L-rId Pmwft - CH BvIrmstv 4237 - S. 160TH STREET Lm DRAWN BY: H. H. PFM 5130 South 16M Urim SeaTK WA 98188 TUKWILA, WA 98188 CHECKED BY. T (206) 229-6422 w SHEET PROJ. MNGR: 4 al UTILITY PLAN OF Omni, SHEETS City of Tukwila Department of Community Development File Number L-I.2-031( LAND USE PERMIT ROUTING FORM elrwce r s TO: Building r1l] Planning Public Works Fire Dept. FEI Police Dept. FM Parks/Rec Project: Address: Date Response transmitted: requested by: Ll -� - 141 Staff 66M) L Date response coordinator: received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) luSsko i,' P l& (^ kS % �c l S �,o! 7j2 Lf IVJi e,.J - r ll Plan check date: Comments Update date: prepared b City of Tukwila Department of Community Development RECEIVF"' W 2 a 2014 TUKwn-#, File Number LAND USE PERMIT ROUTING FORM TO: 0 Building rOl Planning , Public Works Fire Dept. 0 Police Dept. 0 Parks/Rec T�4w�d Project: Address. - Date Response transmitted: 3 - LS - l requested by: Staff coordinator: L 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. Plan check date: COMMENTS (Attach additional comment sheets and/or support materials as needed.) V-J / 6un, , c rr� cL✓t�J��1 5s0 — n{ PA,2P a V� C Q./AaVG rYk C14AO Comments Update date: File Number City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM TO: Building ❑0 Planning , Public Works Fire Dept. ■� Police Dept. R Parks/Rec Project: �G4�( t - Address: Date Response transmitted: 3 - L�s- - y requested by: Staff L Date response coordinator: received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) �2 L 'VJLfx J — ra I v�l9na ,Ili � Plan check date: I Comments Update date: ' A �J1,VIL4' Vq City of Tukwila LAN D FAI R 2 SHORT PLAT VOLUME PAGE t.{ 2Department of Community Development. 6300 Southcenter Boulevard, Tukwila, WA 98188 A PORTION OF THE NW .1/4 OF THE NE 1/4 OF Telephone tue (lan) 4313n70 FAx (206) a31�s65 SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST LU N go o N Z E-mail: tu�plan(�tukwila.wa.us L. l 2- 0-3 �{- a � iu c SHORT PLAT NUMBER w z IM a D o APPROVALS KING COUNTY FINANCE DIVISION DECLARATION I certify that all property taxes are paid and that a deposit has been made In sufficient amount to pay the taxes for the following year; that there are no Know all men by these present that we, the undersigned, owner(s) in fee simple of the land delinquent special assessments certified to this office for collection; and that all special herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 assessments on any of the property herein dedicated as streets, alleys, or for other public use and acknowledge that said subdivision shall not be further divided in any manner within are paid in full. a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision This day of 20 and the same is made with the free consent and In accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. King County Treasurer Deputy King County Treasurer Name Name: Name: Name: KING COUNTY ASSESSORS APPROVAL STATE OF WASHINGTON Examined and approved by the Department of Assessments this County of King On this day personally appeared before me day of , 20 to me known to be the individual who executed the within and foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes therein mentioned. King County Assessor Deputy Assessor GIVEN under my hand and official seal this day of 20 Parcel Numb s : 3 5 1d1se - 0040 Signature: TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Name as commissioned: Reviewed and approved by the Short Subdivision Committee and hereby certified for filing Title: this day of 20 My appointment expires: Chairperson, Short Subdivision Committee STATE OF WASHINGTON County of King On this day personally appeared before me •" . I'+ - a to me known to be the Individual who executed the within and foregoing instrument Ap, ' r • and acknowledged that he/she signed the same as his/her voluntary act and deed, for the uses and purposes therein mentioned. t > SITE GIVEN under my hand and official seal this day of 20 F Signature: .ems-+eoua a - swans - - s19•aj. j Name as commissioned: f P I' g� spa _ Title G . as,a—_._-- =mama m I ae.m.'am re. My appointment expires: swans a s am,a swam lr LAND SURVEYOR'S CERTIFICATE sans swp x 1 registered as a land surveyor Y , by the State of Washington, certify that this plat Is based on an actual survey of the land s li r described herein, conducted by me or under my supervision; that the distances, courses s>b+a ' and angles are shown hereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot comers staked on the ground as depicted on the plat VICINITY MAP RECORDING CERTIFICATE OWNERS : LANDFAIR, LLC 4�' WO SURVEY IN NW 114 OF NE 1/4 Filed for cad Site Surrey & Mapping, Inc.( ) Orecordet the t a the cry a Tulcwlla this0 a: •,s„� OF SECTION 27 T. 23 N.A. 4 E., day of ZOJ at --minutes vase M, and , F > b .sdasuweymappkVxorn 10115 214th Ave NE RedmorM, Wa 98053 Phone: 425.298 4412 W.M., IN KING COUNTY, WASHINGTON feed in VdumpapPLO, on pa . records ADDRESS:2415 62ND AVENUE SE g DRAWN BY DATE JOB NUMBER of King County, Washington. -get �4 o EFJ 10-10-2012 12-234 MERCER ISLAND, o""S King County Manager Supt. of Records and Elections WA 98040 L CHECKED BY SCALE SHEET xatttEs: TNW 1• = 30 OF 2 City of Tu i -{ Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 x Telephone (206) 4313670 FAX (206) 4313665 E-mail: tukp(anrZftukwlla.wa.us SHORT PLAT NUMBE L Iz- o3+ h _ V FOUND BRASS DISK W/ PUNCH IN MONUMENT CASE LANDFAIR 2 SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST 2636.79• _N89.10 n 03ASIS OF BEARINGS) (DEED NW59.10-M - S. 160TH STREET _ _ N89'10'00'W F 2d Bsac LEGAL DESCRIPTION (OLW o LOT 1 m (18,060 SQ FT) BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. °' QS-TORYRANGE 4 EAST, W.M.,DISTANT NORTH 89'59'10' WEST, 2156.10 FEET o (14,743 SQ. FT NET) FROM THE NORTHEAST CORNER OF SAID SECTION 27; '� z THENCE SOUTH 00'15'50' EAST 305.40 FEET; THENCE NORTH 89'59'10' WEST 150 FEET; THENCE NORTH 00'15'50' WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'S9'10"EAST TO THE POINT OF BEGG; EXCEPT THE NORTH 30 FEET THEREOF FO RAOD 'URPOSES. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON LEGAL DESCRIPTION (NEWT LOT 1: THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00'15'50' EAST 305.40 FEET; THENCE NORTH 89'5910' WEST 150 FEET; THENCE NORTH 00'15'50' WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89*59110" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. LOT 2: THE EAST 50.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'69'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00*1650' EAST 305.40 FEET; THENCE NORTH 89'59'10' WEST 150 FEET; THENCE NORTH 00*15'50" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'59110" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. LOT 3: THE WEST 50.00 FEET OF THE EAST 100.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00'15'50' EAST 305.40 FEET; THENCE NORTH 89'59'10' WEST 150 FEET; THENCE NORTH 00'15'50' WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89*59.10" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. LOT 4: THE WEST 50.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00'15'50' EAST 305.40 FEET; THENCE NORTH 89'59'10' WEST 150 FEET; THENCE NORTH 00'15'50' WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'59'10' EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. 10 BSB1 N89.10'0('W 50.00, 50.00'I 201 AOC3*Vt]1nY - - _ N M o Z ED I L Z HED � LOT 4 LOT 3 17,750 SQ. FT) I (6,750 SQ. FT NET) I 17,750 SQ. FT) (6,750 SQ. FT NET) -1 1 i GARAGE I SHED LOT 2 (7,750 SQ. FT) (5,790 SQ. FT NET) I � 1d B5&� I �1dtiSHC� I �Idffi9L OWNER(S): LANDFAIR, LLC ADDRESS:2415 62ND AVENUE SE! i MERCER ISLAND, I WA 98040 VOLUME PAGE _ A 2156.1d I- - - - FOUND BRASS DISK W/ PUNCH IN MONUMENT CASE S N W TOTAL LOT SIZE 41,309 SQUARE FEET LOT 1 = 120.40 FEET LOT 2 = 50.00 FEET LOT 3 = 50.00 FEET LOT 4 = 50.00 FEET L ONE STORY HOUSE TO REMAIN ALL SHEDS AND GARAGE TO BE DEMOLISHED FILLED IN POOL TO BE REMOVED S N89.10VM 36.W GRAPHIC SCALE i\s 15 Q 15 30 301� 11NCH = 30 FT. g iQ 41W '1 R-20.W Ai31.51' 104.W Da90'1G40' 2d ACCESWM113 Y FA5BUM N89'10'00'W -- R-21W \A-31.37 D-W9 43W EASEMENT DETAIL�� $L 26.W Z N89'10.00"W Site Survey & Mapping, Inc. vnvwAftmMyffWVOV.00m 10115 214th Ave NE Redmmd, We 98053 Pho m: 425.288-4412 DRAWN BY DATE JOB NUMBER EFJ 1040.2D12 12.234 TNW I 1'=3d 1 2 2 8. LOT I LOT 5 (7,224 dlz, EX To K DENOtSifEA INStALL 4' (WAS -,CAM FP IAAg2ee, Are , WLES& ESMt TO Fir. BE LEGEND PROPERTY Laic -ROW CMIMMM ROVIADAAMff PRO UUY UNE A5eKALfPAV0MT CDNCAEX RAVD07 elAsscwm PAVDADO 51)4 Lot i vitsiwn or cyisim) s+fuuufe_ ca. T,5 lAeto-Ak cAsewent- o,3 CFI%VArL) • 56Xt 4,e_ �10 Ja.+,omv- io meet- sob"r., F ti LOT 4 4 L Ti'�a L. L ;7!;o 1 (7, �10T TAX PARCEL NUMEr=R OWNER QVCMAMON CcWsuLTXffs CAD mum omu 2M - EM AW SE MERCERMANN WA MW MM TLC ------- (too %s-w73 SIX - S. 95M LAW SEAM *A 9M88 (2W 229-6422 CONTACT: "AN ROA I-Z Nix DATE By 09MAprm Nm R125WE1ldt �th�— �T.q WA law T GM ZBM� LANDFAIR 2 SHORT PLAT 4237 - S. 160TH STREET TUKWILA, WA 98188 SPI vem(mm M. m pk" mwwsl H. K ppm CKWKEDSY.' OF SITE PLAN Lav,-,k --✓ Z 5e Carol Lumb ppcj 11-S From: Han Phan <pbg.engr@yahoo.com> Sent: Thursday, April 24, 2014 8:34 AM To: Ed Flanigan Cc: Carol Lumb; Seattlerealtorl@yahoo.com; Thomas Woldendorp; efj@sitesurveymapping.com Subject: Fw: Landfair Short Plat @ S. 160th Street Ed, Below are the new parcel numbers for the new lots on S. 160th Street Landfair S. P. Regards, Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 Cell: 206-229-6422 Office: 206-446-1292 Email: PBG.ENGR@vahoo.com ----- Forwarded Message ----- From: "Archibald, Clinton" <Clinton.Archibald@kingcounty.gov> To: 'Han Phan' <pbg.engr@yahoo.com> Sent: Thursday, April 24, 2014 8:16 AM Subject: RE: Landfair Short Plat @ S. 160th Street I have picked the parcel numbers. They will be: Lot 1: 537980-0040 Lot 2: 537980-0042 Lot 3: 537980-0044 Lot 4: 537980-0046 None of this will go into our computer system until next week, and it will not be until the week after that before you or a title company or anyone else outside of our department will be able to see evidence of it via the county website. This will all trigger "corrected" tax statements being issued by the county treasurer. When Orcas Homes LLC receives them, that can be taken as constructive notice that it is all updated. Setting values, serving the community and pursuing excellence Clint Archibald Abstract Analyst Department of Assessments ADM-AS-0708 500 Fourth Avenue, Room 725 i Seattle WA 98104 Clinton.Archibald@kinqcounty.gov (206) 263-2280 (Direct) APlease consider the environment before printing this e-mail PLANNING DIVISION COMMENTS DATE: April 8, 2013 CONTACT: Han Pahn, P.E. RE: D13-107, Demolition Permit ADDRESS: 4237 S. 160th Street Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Carol Lumb is the planner assigned to the file and can be reached at 206-431-3661. Condition 17 of the Preliminary Short Plat approval requires the removal of the pool in addition to the structures covered in this permit application. Please revise the application to show the removal of the pool. In addition, condition 17 also requires a geotechnical review to evaluate the restoration of the former pool site and final summary letter be provided to the Building Division confirming compliance with any geotech report recommendations. Future building permits for lots 2 and 3 will also be evaluated against any of the recommendations of the geotechnical report. CL Page 1 of 1 04/08/2013 11:37:00 AM H:\\L12-034\D13-107 Comments MEMORANDUM www.ci.tukwi1a.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Carol Lumb, Senior Planner �4d7�h FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: December 7, 2012 SUBJECT: Landfair 2 — 4 Lot Short Plat 4237 South 160th Street TL no. 537980-0040 Short Plat Comments Short Plat — L12-034 Public Works has the following Preliminary Short Plat comments. 1. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Transportation Concurrency Test Fee in the amount $300 as part of this Short Plat — L12-034. (See enclosed.) Prior to Final Short Plat, the following comments need to be addressed for Public Works. 1. Provide a draft copy of the Private Ingress/Egress & Utility Easement and Maintenance Agreement,_Within new Lots 1, 2, 3, & 4 for the benefit of new Lots 1, 2, 3, & 4. (1) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. (2) The Private Ingress/Egress & Utility Easement should include language stating who will maintain the paved area and utilities, and by what portion. (See sample — enclosed.) 2. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. Short Plat Survey Map 1. Revise Short Plat Map sheet 1 of 2. (a) Parcel number should be 537980- 0040 (b) Add L12-034 to Short Plat Number. Page 1 of 2 2. Revise Short Plat Map sheet 2 of 2. (a) Add L12-034 to Short Plat Number (b) Misspelled ROAD at end of Old Legal Description. 3. New legal descriptions for Lots 1, 2, 3, & 4; should include `subject to' and/or `together with' — reference the Private Ingress,gress & Utilities Easement and Maintenance Agreement. (as applicable) 4. Provide Private Ingress, Egress & Utilities Easement and Maintenance Agreement note on short plat map. SAMPLE (for information only) follows — THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1, 2, 3, AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2, 3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 5. Provide legal description of Private Ingress, Egress & Utilities Easement on Short Plat Survey Map. Short Plat Site Development Plan 1. The applicant shall apply for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement; for work within the Public Right -of -Way. 2. Revise Civil plan sheet 1 of 6 — SEC. 17 (at top of sheet) should be SEC. 27. Page 2 of 2 Carol Lumb From: Don Tomaso Sent: Thursday, April 10, 2014 1:33 PM To: Carol Lumb Subject: L12-034 Carol, Here are the new addresses for this short plat; Lot one will keep 4237 for the existing house until the letter comes out changing it to 4337, if the house is vacant we can change it now. The future lot 1 will be 4335 S. 1601h Existing house will be 4337 S. 160th Lot 2 will be 4343 S. 1601h Lot 3 will be 4341 S. 160th Lot 4 will be 4339 S. 160th If the developer can change those on the recorded documents that would be perfect. Thanks Don Don Tomaso Battalion Chief Fire Marshal City of Tukwila don.tomaso @ tukwilawa.aov Direct Line 206-971-8723 Office Line 206-575-4407 The city of opportunity, the community of choice. NOTICE: All emails, and attachments, sent to and from Tukwila Fire Department are public records and may be subject to disclosure pursuant to the Public Records Act (RCW 42.56) 1 Carol Lumb. From: Han Phan <pbg.engr@yahoo.com> Sent: Tuesday, April 08, 20141:50 PM To: Carol Lumb Subject: Re: Adam and Landfair 2 Short Plats Carol, Adam SP: The house address signage and mailbox have been installed. New mailbox is installed next to the existing house mailbox in white color. Landfair 2 SP: I will have the surveyor put in the two notes. How many copies to do you need? Thanks Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 Cell: 206-229-6422 Office: 206-446-1292 Email: PBG.ENGR@vahoo.com From: Carol Lumb <Carol.Lumb @TukwilaWA.gov> To: Han Phan <pbg.engr@yahoo.com> Sent: Tuesday, April 8, 2014 1:30 PM Subject: Adam and Landfair 2 Short Plats Hi Han, I am reviewing the final short plat submittals. For the Landfair 2 Short Plat -two things. 1) 1 see that is missing is a note on the short plat that says all the new homes are to be sprinklered - see Preliminary Short Plat approval condition #21. 2) please add a note that development is subject to the recommendations of the geotech report prepared by Ages, LLC on January 6, 2014. Please add these notes, then you can bring in the final short plat paperwork signed by the owner and the surveyor. For the Adam Short Plat - a couple questions - I don't see the location of the mailbox for lot 2 identified anywhere (condition #13) - and I haven't been out to the site recently - is the signage up for the multiple residential driveway (condition 17)? Other than that, it looks like the rest of the conditions of the Preliminary Short Plat approval have been addressed. I believe the public works permit for the paving will be finaled soon (the temporary patch is to be removed and final paving completed), so you can go ahead and bring in the paperwork for signature by the DCD Department director - signed by the owner and the surveyor. Let me know if you have questions. Carol Carol Lumb, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206-431-3661 Carol. Lumb@TukwilaWa.gov<mailto:Carol. Lumb@TukwilaWa. ov> Tukwila, the City of opportunity, the community of choice. March 25, 2014 Jack Pace Community Development Director City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98168 Subject: Request a One Year Extension of an Approved Preliminary Short Plat Landfair 2 Short Plat L12-034 4237 — S. 160t" Street Dear Mr. Pace: This letter is written in requesting a one year extension of an approved preliminary short plat of Landfair 2 Short Plat L12-034. This short plat was granted a preliminary approval on January 17, 2013. Preliminary Short Plat is expiring in January 16, 2014. As of right now, we wouldn't be able to record with King County before January 16, 2014 deadline. We just completed the installation of the infrastructure last week. During those times, we were talking to the PW and Community Development to come up with the best solution regarding the future lot 5 with pedestrian access from S. 1601h Street and car access from the private road instead of direct access from S. 160th Street. Also, we got the project delay due to PSE design power and gas lines. To meet the Preliminary Short Plat condition, we would like to request an additional one year extension of Landfair Short Plat L12-034. This extension would allow us more time to complete the work. Please feel free to contact me if you have questions regarding to the subject above. Sincerely, Han Phan, P.E. Project Manager PBG, LLC Carol Lumb From: Ed Flanigan <ed.flanigan@prudentialrnt.com> Sent: Tuesday, December 31, 2013 3:53 PM To: Carol Lumb Cc: Eric La Brie; minnie.dhaliwal@tukwila.gov Subject: Fw: Tukwila Short Plats, 4237 S 160th Street and 14062 33rd Avenue S Attachments: Letter-001.pdf Hello Carol, Please see the attached letter and exhibit. We have met with the full staff at Public works and they're on board to add this one lot now based on the proposed plan attached. Please give us direction. Can we can do a revision with a public hearing and record all 5 lots? Or must we record first and re -submit for only one additional lot? cw c ,ckl Also, I will get you a fence design, somewhat open, as well as a front elevation of the proposed home for lot 5, so you can see the nice enhancement along that stretch of 160th. I'm sure you don't ne d the before an after visualization aid if you've ever been to the site. This will be quite an i;provement to the neighborhood. look forward to your` reply. Sn� V11'V vw W �-wi-- t� Thanks, Ed Ed Flanigan 206-669-6302 cell 3401 Rainier Ave S, Ste B Seattle, WA 98144 ed.flaniaan(CbDrudentialrnt.com 206-322-3325 office 206-322-3315fax Oh, by the way, I'm never too busy for your referrals ----- Forwarded Message ----- From: Eric LaBrie <eric.labrie@esmcivil.com> To: Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov> Cc: Ed Flanigan<ed.flanigan@prudentialrnt.com>; pbg.engr@vahoo.com; cao@dephomes.com; Patrick Danner <patrick.danner@esmcivil.com>; Bob Dunbabin <bob@cascadevarns.com> Sent: Friday, December 20, 2013 10:07 AM Subject: Tukwila Short Plats, 4237 S 160th Street and 14062 33rd Avenue S Hi Jaimie, Attached is a letter (with exhibits) explaining what we are proposing to do with the above -referenced short plats. Please review this information and let me know when you can arrange a meeting with the appropriate people from the planning and public works departments to go over our proposed approach and resolve any questions. Thanks for your time and help on these projects, ERIC LABRIE, A.I.C.P. Vice President Director of Planning eric.labrieCa)esmcivil.com ESM Consulting Engineers, LLC www.esmcivii.com Federal Way I Everett 33400 8th Avenue S, Suite 205 Federal Way, WA 98003 Tel: 253,838,6113 office 206.491.3415 cell 253.944.1503 direct Fax: 253.838.7104 Civil Engineering I Surveying 1 Land Planning I Landscape Architecture I GIS Carol Lumb From: ed.flanigan@prudentialrnt.com Sent: Monday, December 23, 2013 3:48 PM To: Jaimie Reavis Cc: Eric LaBrie; pbg.engr@yahoo.com; cao@dephomes.com; Patrick Danner; Bob Dunbabin; Carol Lumb Subject: Re: Tukwila Short Plats, 4237 S 160th Street and 14062 33rd Avenue S Hi Jamie, I think we will be recording the current short plat then re -submitting after the lots have been sold to a third party We will not do a fee in lieu of underground power We are pushing for sidewalks which is the biggest benefit to the community If it takes a developers agreement to accomplish this I believe that is the route we will pursue. Thanks for your help and have an enjoyable Holiday Thank you, Ed Sent from my iPhone On Dec 23, 2013, at 3:06 PM, Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov> wrote: Eric, We received your proposal for the above -referenced short plats. I've talked with Carol Lumb about the short plat on S 1601h Street, and she will follow up with you with comments in response to your proposal. For the short plat on 33rd Ave S, we will need you to obtain a cost estimate for the improvements which are typically required for a short plat of 5 or more lots. This includes construction of the sidewalks on 33rd Ave S and 34`h Place S, storm drainage, illumination, and the cost for Seattle City Light's undergrounding. Once we receive the cost estimates, we will need to have them peer reviewed to determine whether we may be able to consider a fee -in -lieu as part of a development agreement. New applications (with new fees) will need to be submitted, since (1) both short plats involve more than 5 lots, (2) staff spent time to review and approve the previous short plat applications, and (3) the fees cover staff review time. Please note I will be out of the office until January 2"d. I will be happy to answer any questions at that time. Thank you, Jaimie Reavis Assistant Planner I City of Tukwila 6300 Southcenter Blvd, Suite 1001Tukwila, WA 98188 ph: (206) 431-3659 1 fx: (206) 431-3665 Jaimie.Reavis@TukwilaWA.gov I www.tukwilawa.gov The City of opportunity, the community of choice. From: Eric LaBrie [mailto:eric.labrieC-@esmcivil.com] Sent: Friday, December 20, 2013 10:08 AM To: Jaimie Reavis Cc: Ed Flanigan; pbq.engr@yahoo.com; caoCa)dephomes.com; Patrick Danner; Bob Dunbabin Subject: Tukwila Short Plats, 4237 S 160th Street and 14062 33rd Avenue S Hi Jaimie, Attached is a letter (with exhibits) explaining what we are proposing to do with the above -referenced short plats. Please review this information and let me know when you can arrange a meeting with the appropriate people from the planning and public works departments to go over our proposed approach and resolve any questions. Thanks for your time and help on these projects, ERIC LABRIE, A.I.C.P. ESM Consulting Engineers, LLC Vice President wwmesmcivil.com Director of Planning Federal Way I Everett eric.labrie@esmcivil.com 33400 8th Avenue S, Suite 205 Federal Way, WA 98003 Tel: 253.838.6113 office 206.491.3415 cell 253.944.1503 direct Fax: 253.838.7104 Civil Engineering I Surveying Land Planning I Landscape Architecture I GIS December 20, 2013 Ms. Jaimie Reavis City of Tukwila Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 RE: Landfair, 4-Lot Short Plat 14062 33nd Avenue S. and Landfair 2, 4-Lot Short Plat, 4237 S.160"1 Street Dear Jaimie: Job No.1774-006-013 Thank you in advance in facilitating a meeting to discuss the above -referenced projects with the Community Development Department in hopes of coming up with a better overall project for both the City of Tukwila and the new Developer (Bob Dunbabin) who recently purchased these projects. In essence, we are trying to determine what options may be available that would provide us some flexibility in meeting the codified development standards while allowing us to fully develop both of these projects now. Under the current approvals, both projects are ready to be completed as 4-lot short plats, with no requirement to install frontage improvements or public roadways. Also, both projects contain one larger lot that is set up for a subsequent short plat in the future. Under the current municipal code, the developer would have to hold the excess property for a period of 5 years before filing another short plat application to permit the additional lots, again without installing any frontage improvements. We are looking for a way that would expedite the development process while working with the City to provide needed infrastructure, which may be of greater benefit to the City than the standard frontage or public road improvements. The following narratives explain both projects in more detail and include our request I've also included a couple of exhibits for your reference. Landfair 2. 4-Lot Short Plat. 4237 S 16e Street We would like to permit the development on one additional lot (Lot 5) on the western portion of Lot 1. We understand that this additional lot would cause the project to exceed the maximum number of lots on a private road. While technically, this lot would front onto S 160th Street, it would not be able to take physical access off of S 160th Street due to the topography along the property frontage. ESM Federal Way 33400 Oth Ave S. Ste 205 ESM Everett 1010 SE Everett Mall Way, Ste 210 Civil Engineering land Planning Federal Way, WA 98003 Everett. WA 96208 Land Surveying Landscape Architecture 2:3.0350.6113 let 425.297.9900 let 30 Laser Scanning GIs 80.345.5694 toll free a66.A15.6144 toll free www.esmcivil.com 213.831.71041ax 425.297 .9901 fax Ms. Jaimie Reavis December 20, 2013 Page 2 In exchange for allowing Lot 5 to access off of the private roadway, we are proposing to widen the private road surface a distance of 4' to the north and install grasscrete, or similar pervious pavers along Lots 1 and a portion of Lot 5. In addition, we are also proposing to grant a T-wide private easement between Lots 1 and 5 so that a 5'-wide, private walkway can be constructed from the private roadway to S 161P Street (see attached Exhibit 1). This walkway meets the need to provide safe pedestrian access from these homes to the adjacent street We understand that in order to achieve this greater density, the current short plat application will have to be withdrawn and a new application for 5 lots must be submitted. Since the current application has been approved, and the changes we are proposing are minor in nature, we are hoping you can help us by providing expedited processing of this new application, and applying the permit fees paid to date toward this new application. Landfair. 4-Lot Short Plat 14062 33 d Ave S For this project, we would like to increase the overall density from 4 lots to 7 lots by submitting a new short plat application for Lot 4 of the current short plat This would result in creating 3 additional lots, so that the original property would include a total of 7 lots. We understand that the current municipal code includes restrictions on further subdivision of a short plat, and the processing of contiguous subdivisions. These items are addressed below with their specific code citations: 17.12.050 Limitations on further subdivision Any land subdivided under the requirements of this chapter shall not be further divided for a period of five years without following the procedures for subdivision, except when the short plat contains fewer lots than allowed for a short plat in which case an additional short plat may be approved if the total number of lots within the boundaries of the original short plat does not exceed nine. The total number of lots within the boundaries of the original short plat is 7; therefore this limitation does not apply to the project 17.12.060 Contiguous short plats No application for a short plat shall be approved if the land being divided is held in common ownership with a contiguous parcel which has been divided in a short plat within the preceding five years and the total number of lots created in both short plats would exceed nine. When the total number of lots exceeds four but. is less than ten, the paving, curb, gutter and sidewalk shall be provided per TMC 17.20.030C.6.c(1). There is contiguous ownership between these two short plats; however, the total number of lots within the boundaries of the original short plat is only 7. Based on this code provision the new short plat application does not have to be delayed 5 years, but will be required to install frontage improvements. If we understand these code provisions correctly, the short plat of Lot 4 would be conditioned to include the installation of standard frontage improvements for approximately 126 linear feet on 34"' Place S and 153 linear feet on 33ro Ave S. Ms. Jaimie Reavis December 20, 2013 Page 3 While we understand the need for these public improvements, we also recognize that installation of frontage improvements for such short distances provides virtually no public benefit, This is especially true since there is little, if any opportunity for further subdivision and development of properties in the area that would result in continuous improvement of either of these streets. We will be requesting the waiver for the installation of these frontage improvements, and instead would like to offer to pay the City a fee in lieu of installation so that the money could be used to extend another project providing more significant public benefit We understand that this is allowed under the Section 4.0.4(C.)(1) of the Citys Infrastructure Design and Construction Standards. Our intent here is to contribute to a much larger sidewalk installation project in this area, which was annexed to the City in 1990, in order to provide a much greater public benefit than just the construction of these short frontages. Please contact me upon your receipt and review of this information so that we can meet to work out the details with respect to fees, processing timelines, application materials and the like. Thank you for your time and I look forward to speaking with you in the near future. Sincerely, ESM CONSULTING ENGINEERS, LLC 4 az>vlp ERIC G. LABRIE, AICP Vice President/Director of Planning Enc. cc; Ed Flanigan (w/enc.) Besm-jobs11774100610131documentllener-001.doc LECEND BPI NWBBi m o 3 W2 It W OMER W-DWAMN CONSULTANT S iceaSQ4sn xd J V'� wrz J d m 66 ,� :tATl i Ex�s,�ky SW1/4, SEC. 15-T23N-R4E. W.M. NDTEB ' M-- i �'jjDM 9K1e�iaik wcj .. u�LaT,aa X 01, fy/ v ./� 1✓. �. 3�Y ¢a 00 rvePoi i mv, pia TO BE I -_ BEFdtE vGU OIG T D�S SION TRENCH 3EfAL i 8.160TH STREET LOT •-- — - a• zEl .:I L0T4. LOT 2 s sao TAX PARCEL NUMBER � -�- L-_-J L-" OWNER INFORMATION CONSJLTAMB RM I-- LANDFAIR 2 SHORT PLAT 4237_ S. 160THSiREET 0. SD TUKWILA, WA 98188 Q CONCEPTUAL SITE PLAN " .. ' City o Tukwila Jim Haggerton, Mayol Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION November 5, 2012 Mr. Han Phan, PE 5130 S. 166th Lane SeaTac, WA 98188 RE: Landfair 2 Short Plat Dear Mr. Phan: Your application for a four -lot short plat located at 4237 S. 160th Street has been found to be complete on November 5, 2012 for the purposes of meeting state mandated time requirements. The project has been assigned to me. This determination of complete application does not preclude the City from requesting 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. The next step in the process will be the review of the short plat application by the relevant City departments. I will be in touch if any questions arise regarding the proposed short plat. If you have any questions, please feel free to call me at 431-3661. Sincerely, I AM Carol Lumb Senior Planner CPL Page 1 of l l 1/05/2012 HA\L12-034 Landfair Short Plat\1.12-034 Complete 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila Department of Community Development RECEIVED NOY 0 5 201Z TUMILA PUBLIC WORKS File Number PL.. I Z - 031 L.12 - 03 41 LAND USE PERMIT ROUTING FORM TO: I Building Planning L'J Public Works Fire Dept. I Police Dept. F Parks/Rec Project: Lard �a� r 2 5l 01T MO-T PuOw« 53-7 r?v - aqv ) Address: 231 S. II�D—S� . v�w�lct` c1q ISY Date Response transmitted: requested by: 11 - 2,1 - 12— Staff Date response coordinator: 6-ct"I a received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) JWAgMWAF- 41ft `. Plan check date: Comments 7 Update date: prepared by: City of Tukwila Department of Community Development File Number 031 L.12 - 03 y LAND USE PERMIT ROUTING FORM TO: 0 Building 5 Planning M Public Works LEI Fire Dept. ❑❑ Police Dept. F Parks/Rec Project: Larva �a� r 2 s5 n01T MOT 0hru,53-79,90 Address: Date Response transmitted: requested by: 11 - L 1 - 1 Z. Staff Date response coordinator: GCt V-a received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) -C% C� CL 1` SSt S �I c-,.t`2 ✓1 Q SS 1.Sv�-e.C'. qv �i SSti3 a Ci.�� v z J Plan check date: Comments Update date: l \ prepared by: City of Tukwila Department of Community Development File Number PL IZ- 031 L12- 0341 LAND USE PERMIT ROUTING FORM TO: 0 Building grplanning M Public Works Fire Dept. FE11 Ponce Dept. 0 Parks/Rec Project: Lam �a� r 2 Address: I (e 0 S'C ell I S Y Date Response transmitted: tiZ requested by: 11 - Li - 1 Z. Staff Date response coordinator: C-axD received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments Update date: 7 prepared by: P.O. Box 935 AGES LLC Puyallup, WA. 98371 Main (253) 845-7000 A Geotechnical Engineering Services LLC www.agesengincering.com Han Phan Pl3G, LLC 5130 S. 166`h Lane SeaTac, WA. 98188 Subject: Final Letter Former Swimming Pool Site Landfair 2 4237 S. 160`h Street Tukwila, Washington Parcel No.: 5379800040 Dear Mr. Phan, January 6, 2014 Project No. A-184 As requested, we have completed our construction monitoring services for the former swimming pool site restoration project at the subject site located at 4237 South 160'h Street in Tukwila, Washington. The purpose of our services was to provide field density testing services during restoration of the former pool site. CONSTRUCTION MONITORING We first visited the site on October 23, 2013 to view the excavated pool area. At the time of our site visit, the soil within the pool had been removed to expose cinderblock side walls and a floor consisting of a thin blue plastic liner overlaying a thin layer of concrete. A concrete sidewalk had been poured over the top of the pool sidewalls around the entire pool. The north end of the pool was approximately 6 feet deep and the south end approximately 4 feet deep. We returned to the site on November 11, 2013 to obtain a sample of the onsite soils to perform a Modified Proctor test in preparation for site filling using the native soils on the site. At the time of our site visit, we observed all of the concrete sidewalks had been removed from the site and the cinderblock pool sidewalls had been removed from all sides except the center of the east end west sides. The blue liner had been removed and the thin concrete along the base of the pool was scarified. On November 6, 2013, we visited the site, as requested, to begin observation and testing of the fill planned for use in the pool site. At the time of our site visit, the remaining cinderblock sidewalls had been removed and the contractor had placed a layer of structural fill in the north end of the pool site. The fill consisted of the native on -site sand with silt and gravel. The contractor utilized a trackhoe with W Mr, Han Phan January 6, 2014 W hoepack attachment to compact the fill. Filling was planned to continue on November 7, 2013, but was cancelled upon our arrival due to wet weather. The filling process commenced again on December 4, 2013. The filling was quickly terminated when the stockpiled structural fill became too high in organic content to continue using as structural fill. The contractor explained they would use the native soils located along the site roadways to complete the pool filling. The onsite driveways required additional excavation to reach their planned finish elevation and the excavated soil would be stockpiled and used to complete the pool restoration. We returned to the site on December 27, 2013 to perform our final field density tests on the pool site. The pool had been filled to the planned foundation elevation in the area. The exposed soil consisted of brown sand with silt and gravel consistent with the onsite native soils. Some areas were darker brown but no evidence of heavy organic content was evident. After our final site visit, the contractor graded the area flat, spreading organic and granular soil over the area. CONCLUSIONS AND RECOMMENDATIONS Based on the results of our field density testing, it is our opinion, the areas tested indicate at least 95 percent of the soils laboratory maximum dry density, as determined by ASTM D-1557 (Modified Proctor), was achieved. The structural fill should provide adequate support for the foundations planned in the area. Prior to foundation construction in this area, we recommend the exposed foundation subgrade be compacted with heavy vibratory compaction equipment to ensure localized disturbances that may occur during foundation excavation have been rectified. LIMITATIONS We prepared this report in accordance with generally accepted geotechnical engineering practices. No other warranty, expressed or implied, is made. This report is the copyrighted property of AGES, LLC and is intended for the exclusive use of PBG, LLC and their authorized representatives for use in the design, permitting, and construction portions of this project. The analysis and recommendations presented in this report are based on data obtained from others and our site explorations, and should not be construed as a warranty of the subsurface conditions. Variations in subsurface conditions are possible. The nature and extent of which may not become evident until the time of final site construction. If variations appear evident, AGES, LLC should be requested to reevaluate the recommendations in this report prior to proceeding with construction. A contingency for unanticipated subsurface conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to confirm that the conditions encountered are consistent with those indicated during our exploration, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. Page-2- 6d Mr. Han Phan January 6, 2014 60 The scope of our services does not include services related to environmental remediation and construction safety precautions. Our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. We trust this information is sufficient for your current needs. If you have any questions, or require additional information, please call. Respectfully Submitted, AGES, LLC OUR 38917 Q4v OST8 ��j�► NAL �•` _ Bernard P. Knoll, U, P.E. Principal 13PK:bpk Project No.: A-184 Page - 3 - . R R Carol Lumb From: Han Phan <pbg.engr@yahoo.com> Sent: Friday, January 17, 2014 2:32 PM To: Carol Lumb Subject: 4237 S. 160th Street (Landfair 2) Attachments: 160th Layout.pdf Carol, We're planning to add a T pedestrian walkway easement from the private access to S. 160th Street on the subject project on Lot 1 so that when we do the second short plat again to split Lot 1 out into another lot, we can have access to the garage from the private road. My question to you is does my setback line on Lot 1 shown on the attachment correct? Thanks Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 Cell:206-229-6422 Office:206-446-1292 pbg.engr@yahoo.com My email address has changed to pbg.engr@vahoo.com. Please update your address books accordingly. 1 S. 160TH STREET run across or stop and start the easement line?? — — N89'10VOW 150.00' I I . �---�Tz�---- \ \ II 7' PEDESTRIAN \ 56' EASEMENT II I LOT 1 (18,060 SQ. M I ^ e w� 25' run across or stop and start at easement line? — 50.00' 50.00' w.00• s nR e LOT 2 LOT 4 LOT 3 (7,750 SQ. Fr) (7,750 SQ. Fr) (7,750 SQ. Fr) 'or.. J L — . 50.00' N89°IOYlO°W 15n m' 50.00' - — — — — — — �w Carol Lumb 1._ 12 - 03t-1 From: Carol Lumb Sent: Wednesday, January 08, 2014 4:39 PM To: 'ed.fIan igan@prudentialrnt.com' Cc: Minnie Dhaliwal; David McPherson; eric.labrie@esmcivil.com; bob@cascadeyarns.com Subject: RE: Tukwila Short Plats, 4237 S 160th Street and 14062 33rd Avenue S Ed, No, you cannot submit now to further subdivide proposed lot 1 as currently there is just one legal lot until the four lot short plat is recorded. Carol From: ed.flanigan@prudentialrnt.com[mailto:ed.flanigan@prudentialrnt.com] Sent: Wednesday, January 08, 2014 3:59 PM To: Carol Lumb Cc: Minnie Dhaliwal; David McPherson; eric.labrie@esmcivil.com; bob@cascadeyarns.com Subject: Re: Tukwila Short Plats, 4237 S 160th Street and 14062 33rd Avenue S Hello Carol, Yes there will be steps installed for certain. Since we are so close on the 4 lots to record would it be possible to submit our application to Divide lot 1 and get a jump on it while we simultaneously work on recording the 4 lots? Thanks, Ed Sent from my Whone On Jan 8, 2014, at 3:47 PM, Carol Lumb <Carol.Lumb@TukwilaWA.g_o_v> wrote: Ed, It is your choice whether to record the four lot short plat and then divide lot 1 in half to create a new, fifth lot or to resubmit for a five lot short plat. Either way, the fees adopted for 2014 will apply, either for a 2 lot short plat or a S lot short plat. There is no financial credit for the fees already paid as the City has spent its time processing the land use application. A public hearing is not required for the 5 lot short plat, but there is public notice sent out to surrounding property owners. When a building permit is submitted for lots 1 and 5, it will be reviewed against the standards in the zoning code for orienting houses front door to the public street (TMC 18.50.050) and for the standards for fences (TMC 18.50.070). While there is a grade difference from S. 160t" to the building sites, it is not an extremely large one. I have checked with David McPherson and understand that Public Works is OK with keeping the access road private and including the pedestrian pathway to the street. Given the grade change from the property to the sidewalk, I am assuming there will be steps installed? r' Let me know if you have any other questions. Carol From: Ed Flanigan[maiIto: ed.flanigan@prudentialrnt.com] Sent: Tuesday, December 31, 2013 3:53 PM To: Carol Lumb Cc: Eric La Brie; minnie.dhaliwal@tukwila.gov Subject: Fw: Tukwila Short Plats, 4237 S 160th Street and 14062 33rd Avenue S Hello Carol, Please see the attached letter and exhibit. We have met with the full staff at Public works and they're on board to add this one lot now based on the proposed plan attached. Please give us direction. Can we can do a revision with a public hearing and record all 5 lots? Or must we record first and re -submit for only one additional lot? Also, I will get you a fence design, somewhat open, as well as a front elevation of the proposed home for lot 5, so you can see the nice enhancement along that stretch of 160th. I'm sure you don't need the before an after visualization aid if you've ever been to the site. This will be quite an improvement to the neighborhood. I look forward to your reply. Thanks, Ed Ed Flanigan 206-669-6302 cell I<image003.jpg> 3401 Rainier Ave S, Ste B Seattle, WA 98144 ed.flanigan(&prudentialrnt.com 206-322-3325 office 206-322-3315 fax <ima e004, " Oh, by the way, I'm never too busy for your referrals ----- Forwarded Message ----- From: Eric LaBrie <eric.labrie@esmcivil.com> To: Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov> Cc: Ed Flanigan<ed.fIan igan@prudentialrnt.com>; pbg.engr@vahoo.com; cao@dephomes.com; Patrick Danner <patrick.danner@esmcivil.com>; Bob Dunbabin <bob@cascadeyarns.com> Sent: Friday, December 20, 2013 10:07 AM Subject: Tukwila Short Plats, 4237 S 160th Street and 14062 33rd Avenue S Hi Jaimie, Attached is a letter (with exhibits) explaining what we are proposing to do with the above - referenced short plats. Please review this information and let me know when you can arrange a meeting with the appropriate people from the planning and public works departments to go over our proposed approach and resolve any questions. Thanks for your time and help on these projects, ERIC LABRIE, A.I.C.P. Vice President Director of Planning eric.labrieCchesmcivil.com ESM Consulting Engineers, LLC www.esmcivil.com Federal Way I Everett 33400 8th Avenue S, Suite 205 Federal Way, WA 98003 Tel: 253.838.6113 office 206.491.3415 cell 253.944.1503 direct Fax: 253.838.7104 Civil Engineering I Surveying I Land Planning I Landscape Architecture I GIS Vol 2)14 'i-k Google earth _____ __—__ --- LEGEND O -- muowar,on+uc )�� • Shin dot 1 WesMcn rL- 5 eFF of Fx,SMn3 • AJd a T Sdew+lk cse &w oa Lot 5 /� CQI-WATL) 9� C,Qassc¢ETE fl1V • Sh,vt 41 Wse— f' om4, ACWML'.Jlj 'J..ESS FSHT To Fir. 10 Met SeFb"%, TA% PARCEL NLWBER OWNEfl BEORNAA710N CONSULTANT'S FUMOL&C LANOFM 2SHORTPLAT 4237-S.168TH STREET .�: TUKWRA. WA88188 WE PLAN J� y� mil �Zi�16✓�� f-- - d 4-1 w 1 p/L% e" wa u�wa-x, 3 rUAL4r I—F..) 5MV4- --------------- --------------- slim , id LOT i. - — I r , G nonoisosd ♦• c+.� tlm I=caon� I Lora -'f ; 3f, TAX PARCEL MA63ER '1 ' I M' • 1 .K OWNER WFORMAT10N CONSULTANTS --- Rrt600 LANDFAIR 2 SHORT PLAT M H. x.rwu 4237•S. 160TH STREET TUKWILA, WA98188 CONCEPTUAL SITE PLAN RECEIVED OCT 2 9 20121 COMMUNITY DEVELOPMENT RECEIVED NOV 0 5 2012 rUKWILA PUBLIC WORKS LANDFAk R SHORT PLAT 4237 S T 160T" STREET T U K W AlWA- 98188 1 Land Development & Civil Engineering Consultants LANDFAIR SHORT PLAT 4237 South 160th Street Tukwila, WA 98188 October 2012 I certify that this technical information report and all attachments were prepared either by me or my technical staff working directly under my supervision. G T pF WASlj%'1�sy r �cISTeR`� SS/OVAL'` THE CONCEPT GROUP Table of Contents ACRONYMTERMINOLOGY.................................................................................................................................... I SECTION1: PROJECT OVERVIEW.........................................................................................................................I SITEINFORMATION.............................................................................................................................................1 DRAINAGEBASIN ...............................................................................................................................................4 SOILSINFORMATION...........................................................................................................................................5 SECTION2: CONDITIONS AND REQUIREMENTS....................................................................................................7 DESIGNREQUIREMENTS.....................................................................................................................................7 SECTION3: OFFSTTE ANALYSIS.............................................................................................................................9 SCOPEOF ANALYSIS...........................................................................................................................................9 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN.........................................................15 EXISTINGHYDROLOGY....................................................................................................................................15 DEVELOPEDSITE HYDROLOGY........................................................................................................................15 PERFORMANCESTANDARDS.............................................................................................................................16 KCRTS HYDROLOGIC MODEL INPUT...............................................................................................................16 KCRTSHYDROLOGIC MODEL OUTPUT...........................................................................................................17 FLOWCONTROL...............................................................................................................................................18 FULL INFILTRATION FACILITY DESIGN.............................................................................................................18 WATERQUALITY.............................:................................................................................................................19 SECTION5: CONVEYANCE SYSTEM.....................................................................................................................19 100-YEAR FLOOD/OVERFLOW CONDITION......................................................................................................19 SECTION 6: SPECIAL REPORTS AND STUDIES.....................................................................................................19 SECTION7: OTHER PERMITS..............................................................................................................................19 SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN...................................................................................19 CONSTRUCTION SEQUENCE AND PROCEDURE..................................................................................................20 TRAPPINGSEDIMENT........................................................................................................................................20 SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS...............................................................21 SECTION 10: OPERATIONS AND MAINTENANCE.................................................................................................21 Appendices Appendix A: Proposed Drainage Plan Appendix B: Erosion Control Appendix C: Maintenance Procedures ACRONYM TERMINOLOGY " Inch cf Cubic Feet cfs Cubic Feet per Second CMP Corrugated Metal Pipe DI Ductile Iron HDPE High Density Polyvinyl Ethane KCSWM King County Surface Water Manual PGIS Pollution Generating Impervious Surface PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe SCS Soils Service Conservation Sq Ft Square foot General Notes: 1. The information contained in this report is based on a topography and boundary survey, the King County Assessor's map, stormwater maps, and on -site observations and measurements. If any changes are made to these drawings or the site that will affect the calculations in this report, the engineer shall be notified. All construction based on this report shall be stopped and shall not proceed until the impact of the changes can be reflected in a supplement report. 2. This report is prepared for the sole use of client for the purpose of obtaining land use permits for the property located at 4237 So. 160" Street in Tukwila, Washington. All other uses are expressly prohibited without prior written approval from the engineer. 3. All construction related to the drainage system for this project will be in accordance with the 2009 King County Surface Water Design Manual and the 2007 King County Roads Standards unless specifically mentioned in this report and/or approved by the King County. Landfair Short Plat -Technical Information Report October 2012 SECTION 1: PROJECT OVERVIEW The property is located at 4237 South 160th Street in Tukwila, Washington. The property is currently developed with a single family residence that will remain. The project proposes to construct three (3) additional single family structures along with associated driveways, private road and utilities. Site Information Location: 4237 South 160th Street in Tukwila, Washington Section/Township/Range: NE Quarter, Sec. 27, T.23, R.4 of W.M. County, State: King County, Washington Governing Agency: City of Tukwila Design Criteria: 2009 King County Surface Water Manual Zone: Residential Single Family SIMdS1 ,�- S 152w$1 S 154tl, St � " etitY- L� �" \ � `S 152nd P1 y WhLn. i 518 Project 'SISMS1 Location -0 s,snhst Pky. s GykurSp urns Park Snuercer4er AtN _ �— - S 1601h 51 V&S" sasxwtar Mae SlndPl. &a*Way Figure 1 — Vicinity Map / Site Location Not -to -Scale The Concept Group Page 1 Landfair Short Plat -Technical Information Report October 2012 Front view of subject property. Back yard of subject property. The Concept Group Page 2 Landfair Short Plat -Technical Information Report October 2012 Looking east on South 160th Street from subject property. LUUKIHg WUJA U1I JUUUI I UU JU CCL II UI11 JUUJCI l NI UrJCI Ly. The Concept Group Page 3 Landfair Short Plat -Technical Information Report October 2012 Drainage Basin The property is within the Gilliam Creek drainage basin and the Duwamish - Green River watershed. The entire project site drains to this basin. The general topography of the site slopes from southeast to northwest. Elevations on the site vary from a high point of 460 feet at the southeastern property corner to 422 feet at the northwestern property corner, with grades varying between 5.0% to 10.0%. Figure 2 -- Drainage Basin Study Area Map Not -to -Scale The Concept Group Page 4 Landfair Short Plat —Technical Information Report October 2012 Soils Information Soils Survey The Geologic Map of the King County indicates the soil type within the project as Vashon Outwash. The KCRTS equivalent soils group, as defined in Table 3.2.2.13 of the 2009 King County Surface Water Manual (KCSWM), is Outwash. A particle size distribution soils analysis was performed by A.A.R., Testing Laboratory Inc. on Sept 24, 2012. The analysis confirms that the soils at the site are composed of 26% fine sand and 72% medium sand or larger; the Unified Soil Classification System (USCS) classification of the soils is SP, clean sands with less than 5%D fines. �.,. r40 : v Project Location Qvt M Qv Younger Glacial Deposits (Fraser Glaciation, Pleistocene) 0 Qvr - Vashon recessional outwash deposits Qvrl - Vashon recessional lacustrine deposits 0 Qvrc - Vashon recessional coarse -grained deposits Qvi - Vashon ice -contact deposits 0 Qvt - Vashon subglacial till Geologic Map of King County Compiled by Derek B. Booth. Kathy A. Troost 6 Aaron P. Wisher March 2007 EMENNEENA Figure 3 — Soils Map Not -to -Scale The Concept Group Page 5 10C 9C 8C 7C 6C 5C 4C 3C 2C 1C C Particle Size Distribution Report GRAIN SIZE - mm % GRAVEL % SAND % FINES % COBBLES CRS. FINE CRS. MEDIUM FINE SILT CLAY 0.0 8.0 20.0 8.0 1 36.0 26.0 2.0 SIEVE SIZE PERCENT FINER SPEC.` PERCENT PASS? (X=NO) 2 in. 100.0 1 in. 95.0 3/4 in. 92.0 3/8 in. 81.0 #4 72.0 #10 64.0 #30 43.0 #40 28.0 #50 14.0 #100 4.0 #200 2.0 #270 2.0 #325 2.0 (no specification provided) Sample No.: 01 Location: A.A.R. Testing Erato I Material Description Poorly graded sand with gravel Atterbera Limits PL= LL= PI= Coefficients D85= 12.1 D60= 1.28 D50= 0.743 D30= 0.444 D1 5= 0.309 131 0= 0.258 CU= 4.95 Cc= 0.60 Classification USCS= SP AASHTO= Remarks Tested/Calculated/Reviewed: M. Blackwell Sampled/Received-9/24/12, Tested-9/25/12 Equipment: 53, 55-3, 58, 69, 66, 141 Source of Sample: 4237 S. 160th Client: The Concept Group Project: Misc Lab Project No: 12-305 Date: 9/24/12 Elev./Depth: Landfair Short Plat -Technical Information Report October 2012 SECTION 2: CONDITIONS AND REQUIREMENTS Design Requirements The City of Tukwila utilizes the 2009 King County Surface Water Manual (KCSWM) for its drainage requirements. The project adds more than 5,000 SF of new impervious surface, therefore is subject to a full drainage review. The eight (8) Core Requirements of the SWM drainage requirements along with the Special Requirements are discussed in detail in this section. Table 1 provides a summary to the requirements. Table 1 - jurisdictional Requirements Peak Run-off Control: Level 2 Conservation Flow Control (Exempt based on 0.10 cfs exemption) Water Quality: Enhanced Basic (Exempt based on surface area exemption) Conveyance: 25 year developed event Downstream Analysis: 'A mile Core Requirements Core Requirement #1: Discharge at the Natural Location Stormwater runoff from the project presently infiltrates to native soils, with overflow conditions sheet flowing in a northerly direction towards South 1601h Street. In the developed condition, stormwater will continue to infiltrate to native soils and discharge at its natural location. Core Requirement #2: Offsite Analysis Stormwater runoff from the entire project currently infiltrates to native soil, with overflow conditions sheet flowing in a in a northerly direction towards South 1601h Street. Offsite analysis is not required for full infiltration sites. Core Requirement #3: Flow Control The property is located within the Level 2 Flow Control area per the King County stormwater map. However, soils are conducive to full infiltration; therefore, stormwater will be infiltrated and flow control facility sizing credits applied per the requirements for use of BMP credits specified in Table 1.2.3.0 and discussed in detail in Section 4 of this report. The project is exempt from flow control requirements because the proposed project generates less than a 0.10 cfs increase in the existing site condition 100-year peak flow rate. Refer to Section 4 of this report for a detailed analysis of the flow control exemption. Core Requirement #4: Conveyance System There is no conveyance system proposed for this project. The Concept Group Page 7 Landfair Short Plat -Technical Information Report October 2012 Core Requirement #5: Erosion and Sediment Control The project will provide erosion and sediment controls (ESC) to prevent, to the maximum extent practicable, the transport of sediment from the project site. Refer to Section 8 of this report for a discussion of the ESC measures proposed. Core Requirement #6: Maintenance and Operations Maintenance and operations of all drainage facilities is the responsibility of the property owner. Maintenance and operation guidelines are provided in Section 10 of this report. Core Requirement #7: Financial Guarantees and Liability This project is exempt from this core requirement because the stormwater facilities are privately owned and maintained. Core Requirement #8: Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption. Although the project will create 9,700 square feet of new impervious surface, only 4,900 square feet is pollution - generating impervious surface (PGIS). Special Requirement #1: Other Adopted Area -Specific Requirement Based on pre -application meeting notes, no other area -specific requirements are imposed on this property. Special Requirement #2: Flood Hazard Delineation Based on FEMA Flood Map #53033C0959F, the project area is located in Zone X, a 500-year flood plain. Special Requirement #3: Flood Protection Facilities The project is not located in a flood hazard area; therefore, it is exempt from Special Requirement #3. Special Requirement #4: Source Control This project is a single-family residential community development. It is not a commercial, industrial, or multifamily site development; therefore, it is exempt from Special Requirement #4. Special Requirement #5: Oil Control This project not defined as a high -use site per section 1.3.4 of the 2009 KCSWM; therefore, it is exempt from Special Requirement #5. The Concept Group Page 8 Landfair Short Plat —Technical Information Report October 2012 SECTION 3: OFFSITE ANALYSIS Scope of Analysis Task 1: Study Area Definition and Map The study area of the downstream analysis extends beyond '/4 mile from the project discharge location as shown in Figure 4 below. Figure 4 — Study Area Map Not -to -Scale The Concept Group Page 9 Landfair Short Plat -Technical Information Report October 2012 Task 2: Resource Review A resource review was conducted to document existing and potential flooding and erosion problems. • Floodplain Map: Based on FEMA Flood Map #53033C0959F, the project area is located in Zone X, an area outside of the 500-year flood plain zone. ZONE X Project Location CITY OF TUKWILA 530091 _ Si}llTH 1GOTH STREET LEGEND NAMONAL FLOOD INSURANCE PROGUN - 1100D HAZARD ARILAS INUNDATED OSPECIAL BY 1CN}-YhiVt EL000 ZONE A • I— A•.1 A. •.6-11 ZONE AE &ra II-1 rlc.ul n. Anvmirk r FIRMS ZONE AN -A dryil A I Ir I r.. —1, +1 •.^ * ,„,1: IM A.nl r1,M^:..^ FLOOD INSURANCE RATE MAP �H�.arnvl. ZONE AO 1 - 1 6;pOn 4t 11, 1 h.t I Iu � lb - KING COUNTY In nIM E., ...e.�.1 d,.l:ry .2 - di, fi, 6:....r 4 J,, 1 Ili, 0-1. WASMNGTON AND INCORPORATED AREAS ZONE All 7, U. nnnr.IM a,.r ua-n.r era Iw f.dr�J Berl IeUw1.M m mri•r PANEL 959 OF 1725 ZONE V 4,M.1 II.A wllh 1.0, h-M T (4 E MAP IIOEX FOR P MS NOT MWEDI ZONE VE G• .l nn.l .111, 114 ih h nd. rna lIx.l ILvanr.:MrminM. ,rlLAr IN fLUCONtAY ARELEAS IN YUNL AE 4�PNS KYAMdfSfl NJNiECP fwVEt SCRR. r—'E Q1l1FR fI QQD AREAS— tL�J1 ZONE X A— 14 SWI.e Orrrl: ma nI 10- 1 Rvr nr. m+ 6 mso ilw A—i Wlh um:yt" dryAe H hs Ihm ur N.anIK 1 lrn •a with ban.Tr• alw 4�u Ih. 1 Rlwse mh: aM ..rn pn[nnd b lnnr fn:n� w r Rrrl. OTHER AREAS ZONE X An:x Ancrnarl w V wtab� 50�-xr ❑nldipn ZONE 0 i x ,h Rsd 1.0 u. Ill ' MAP NUMBER UNDEVELOPED COASTAL BARRIERS 53033CO959 F U 0 MAP REVISED: MAY 16, 1995 IdLrd Ilkma.d onr.w:., PA61 Ivan ncr.a,.a A1eas Cl b`rtu alas W ra W i—A WWn ar an0 ii $aa6Y A;amew2'd A:wlg. rlol.� eawvr Noa6wnr ewan�ry FedeMl EM t-Cy Manngeme&I Agency _ _ _ zma D earAeNv / The Concept Group Page 10 Landfair Short Plat -Technical Information Report October 2012 • Other Offsite Reports: The drainage complaint log from King County's Water and Land Resources Division Stormwater Services Section indicates that there are no significant existing drainage and flooding problems within a '/4 mile downstream of the project within the last 10. 4 �~ A mile downstream location - I n. i Tukwila, F� 2 -- — �" Project Location 1V Figure 6 — Drainage Complaint Map Not -to -Scale ID Date Address Comment 1 12/13/1974 4216 S 160TH ST N/A. Problem reported more than 10 years ago. 2 12/5/1975 15808 42ND AVE S N/A. Problem reported more than 10 years ago. The Concept Group Page 11 14 Landfair Short Plat -Technical Information Report October 2012 e Wetlands Inventory: The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. E <I c, Tukwila J Legend 0111 tigNi"d feab" 8110M Landslide Hazards CLAY Batsidary Parcels Lumbfick Hoard CAO Shoreline Candiian SAO Stream i.walfidr HMO or*ww % Nth ear. t CAO Basin Condition s _re' iN«lium .0A/ CUM 2 PrnnnW ® No I Figure 7 — Sensitive Areas Map (Wetland) Not -to -Scale The Concept Group Page 12 11 Landfair Short Plat -Technical Information Report October 2012 Is Sensitive Area Map (Hazard & Landslide): The project site is not located in or near a mapped Hazard or Landslide area per the King County iMAP. Tukwila 160 Legend 1 7 WghiigFrEod Feshre t od S WM Landslide Hazards 1 County Bowulary Parcels LUMM tn.IHcara CAO Shoreline Condition SAO Stream a LanarrisHum orako" �/ ch" i `afT CAO Basin ConditionMadMim Cl r 2 P6rwwM ® fife eirs 2 sfinorAd ED w.dtun+ Figure 8 — Sensitive Areas Map (Hazard & Landslide) Not -to -Scale 1 ■ The Concept Group Page 13 Nk Landfair Short Plat -Technical Information Report October 2012 • Sensitive Area Maps (Aquifer Recharge): The project site is not located in or near a mapped Aquifer Recharge area per the King County NAP. Figure 9 — Sensitive Areas Map (Aquifer Recharge) Not -to -Scale The Concept Group Page 14 Landfair Short Plat -Technical Information Report October 2012 Level 1 Downstream Analysis Task 3: Field Inspection A downstream analysis was conducted on September 21, 2012. The weather was sunny with temperatures in the low 70's degrees Fahrenheit. The property is currently developed with one (1) single-family residence. The project proposes to construct three (3) single family structures along with associated driveways, private road and utilities. The property is accessed from South 1601h Street. Stormwater runoff from the entire project currently infiltrates to native soil, with overflow conditions sheet flowing in a northerly direction towards South 1601h Street. Overflow stormwater discharges to the drainage system located on South 1601h Street, travels west along South 1601h Street and then discharges into the drainage system along South 42"d Avenue, continuing along 42"d Avenue beyond a 1/4 mile downstream. Task 4: Drainage System Description and Problem Descriptions Based on this field inspection and review of past drainage complaint records, there appears to be no significant erosion or capacity problems within a'/4 mile downstream of the property. Task 5: Mitigation of Existing or Potential Problems Flows from the development will be mitigated with a full infiltration trench within the subject property. Stormwater overflow conditions will continue to sheet flow in a northerly direction towards South 160`h Street. SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN Existing Hydrology The project site is 0.95 acres. Surface area calculations for existing onsite conditions are based on the topographic survey performed for the project. Table 2 summarizes the existing condition areas. Table 2 — Existing Condition Surface Area (sq ft) Till Forest Till Grass Impervious 0.00 134,441 6,868 Existing Natural Location of Discharge Stormwater runoff from the entire project currently infiltrates to native soil, with overflow conditions sheet flowing in a northerly direction towards South 1601h Street. Developed Site Hydrology The property is currently developed with one (1) single-family residence. The project proposes to construct three (3) single family structures along with associated driveways, private road and utilities. In the developed condition, stormwater runoff from the entire project will continue to infiltrate to native soil via the proposed full infiltration trenches, with overflow conditions continuing to sheet flow in a northerly direction towards the public drainage system along South 160th Street. The Concept Group Page 15 Landfair Short Plat -Technical Information Report October 2012 Performance Standards Level 2 Flow Control The City of Tukwila utilizes the 2009 King County Surface Water Manual (KCSWM) for its drainage requirements. The project will create approximately 9,700 square feet of new impervious surface; therefore, is subject to full drainage review with Level 2 Flow Control requirements. KCRTS Hydrologic Model Input The King County Runoff Time Series (KCRTS) Hydrologic Model is the required methodology under the 2009 King County Surface Water Design Manual for sizing detention facilities. Per the 2009 KCSWDM, Section 1.2 (page 1-47), "when sizing flow control facilities and assessing exceptions from the flow control facility requirement, target impervious surfaces served by a flow control BMP that meets the design specifications for that BMP in Appendix C and the requirements for use of BMP credits in Section 5.2.2 may be modeled as specified in Table 1.2.3.0 below." Per Table 1.2.3.0 shown below, for surface areas using full infiltration flow control BMP's, "subtract impervious area that is fully infiltrated"'in KCRTS model. 2oog KCSWDM, pgge 1-47 TABLE 1.2.3.0 FLOW CONTROL BN1P FACILITY SIZING CREDTTS(I) Flow Control BMP Type Facility Sizing Credit Full dispersion Model fully dispersed surface as forest(Z) Full infiltration (3) Subtract impervious area that is fully infiltrated Limited infiltration Model tributary impervious surface as 50% impervious, 50% grass Tables 3 - 5 summarizes the KCRTS inputs for the project area. Table 3 — KCRTS Inputs Rainfall Region SeaTac Scale Factor 11.0 TI0 Fared 0.00 saes 1111 Fe.hrre 0.00 aam.. Tlll Grass 0.00 saes', Outmil, Forest 0.95 auml;' OtdrasA Pssmre O.DO eercs. Ou .h Gras.. 0.00.aesl Wa0md 0.00 Baer Impervl.ua 0.00 saes Tate? 0.95 aaei Scele F.dm: 1.00 Hourly Reduced Tlme Serles: Lendlelr F�dstlnp » Compute Tlme Sedes Modify Ueer Input r Me tar mmputed Time Series J.TSFJ Are. 7 Till Faced 0.00 ecre•� T01 Pasture OAO.— Till Gnas 0.00 saes' Outrmsh Forest, 0.00 eeres1 0u sh P.sture 0.00 Berea O.t-.h Gn . 0.70 eaes' We0.nd 0.00 eves Imp—l— 0.07 eae- 0.77 saea� Seale Fedor: 1.00 Hourly Reduced Time Serles: Developed » Compute Time Series Modify User Input IF—Reuleve runo0lilee and compute Tlme Sedes r The Concept Group Page 16 Landfair Short Plat -Technical Information Report October 2012 Table 4 - Existing Conditions in KCRTS Model Till Forest Till Grass Impervious Total 0.95 0.00 0.00 10.95 Table 5 - Developed Conditions in KCRTS Model Till Grass Roof & Road ** Impervious Total 0.70 0.18 0.07 10.95 ** Full infiltration area subtracted from contributing area calculations. 4,800 SF of roof area + 3,000 SF of the private road are fully infiltrated. KCRTS Hydrologic Model Output Existing Condition (modeled as 100% till forested) Flow Frequency Analysis Time Series File:landfair_existing.tsf ---Annual Peak Flow Rates--- -----Flow Frequency Analysis------- FlowRate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.000 3 10/08/00 6:00 0.002 1 100.00 0.990 0.000 4 11/10/01 7:00 0.001 2 25.00 0.960 0.001 2 3/06/03 18:00 0.000 3 10.00 0.900 0.000 5 1/17/04 14:00 0.000 4 5.00 0.800 0.000 6 10/28/04 16:00 0.000 5 3.00 0.667 0.000 7 10/26/05 11:00 0.000 6 2.00 0.500 0.000 8 10/26/06 2:00 0.000 7 1.30 0.231 0.002 1 . 1/09/08 3:00 0.000 8 1.10 0.091 Computed Peaks 0.001 50.00 0.980 The Concept Group Page 17 � The Concept Group Page 18 Landfair Short Plat -Technical Information Report October 2012 Table 7 - Full Infiltration Facility Design Areas (SF) New Impervious Surface ** Required Infiltration Bottom Area Provided Infiltration Bottom Area 1,600 (lot 2) 48 FT Length x 2 FT Wide 32 FT Length x 3 FT Wide 3,200 (lot 3 and lot 4) 96 FT Length x 2 FT Wide 48 FT Length x 4 FT Wide 3,000 (private road) 111 FT Length x 2 FT Wide 50 FT Length x 4 FT Wide ** Impervious surface area based on actual proposed building footprint. Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption. Although the project may create up to 9,700 square feet of new impervious surface, only 4,900 square feet is pollution - generating impervious surface (PGIS). PGIS is defined as "an impervious surface considered to be a significant source ofpollutants in surface and storm water runoff. Such surfaces include those subject to vehicular use or storage of erodible or leachable materials, wastes, or chemicals, and which SECTION 6: SPECIAL REPORTS AND STUDIES No special reports have been prepared for this project. SECTION 7: OTHER PERMITS • Building Construction Permit • Short Plat Application SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN All erosion and sediment control measures shall be governed by the requirements of the 2009 KCSWM. An Erosion and Sedimentation Control plan has been prepared to assist the contractor in complying with these requirements and designed to prevent sediment -laden run-off from leaving the site during construction. Refer to Appendix B for Erosion Control plans and details. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/ sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. The Concept Group Page 19 Landfair Short Plat -Technical Information Report October 2012 Construction Sequence and Procedure Prior to the start of any grading activity upon the site, all erosion control measures, including installation of a stabilized construction entrance, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site is as follows: 1. Pre -construction meeting. 2. Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag or fence clearing limits. 4. Install catch basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Grade and stabilize construction roads. 8. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 9. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 10. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 11. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 12. Stabilize all areas that reach final grade within seven days. 13. Seed or sod any areas to remain unworked for more than 30 days. 14. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed upon approval from City of Tukwila. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural items will be used to control erosion and sedimentation processes: • Temporary gravel construction entrance • Filter fabric fences (Silt fences) • Ground cover measures such as straw cover and/or hydroseeding • Inlet protection Vehicle tracking of mud off -site shall be avoided. Installation of a gravel construction entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. The Concept Group Page 20 Landfair Short Plat -Technical Information Report October 2012 SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS None known at the time this report was prepared. SECTION 10: OPERATIONS AND MAINTENANCE The owner or operator of the project shall be responsible for maintaining the stormwater facilities in accordance with the requirements as attached in Appendix C. Proper maintenance is important for adequate functioning of the stormwater facilities. If it is unclear whether a problem exists, contact a Professional Engineer. Dispersion trenches must be maintained as follows: • Trenches must be inspected annually and after major storm events to identify and repair any physical defects. Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment -laden flows from entering the device. Excessive sedimentation will result in a plugged or non-functioning facility. • If the dispersion trench has a catch basin, sediment accumulation must be ' removed on a yearly basis or more frequently if necessary. Prolonged ponding Page 21 The Concept Group 9 Landfair Short Plat -Technical Information Report October 2012 Appendix A Proposed Drainage Plan The Concept Group Appendix I w W --- _ _ ♦ ��aZ = U W W W W W W WR9.,PYs14 - - - - - F --HOM I .rt -_- ; b --- , = LOT a„vr,xs kc sa Fn � : �7 Yip CR11E xI- I I 'L L -.1 LIg W-LO1L T (7,75LOT 4r 3 CNECI BY: MU WIGR �G W GRAM d1OOLL W W eA91FD Rm DMELY RM RTM FABRIC 1WE 1 PER V�I NC 310. FIG 7-Dal YM,�ED FRATE Sr YIA9E0 RODE J/R' - 1 I/2' sTA SD114 CL K NO PUFMM POE (ADS N12) m 1 (TV) SEE WTAE a IN ROOF / FOOTING AND PVT. ACCESS ROAD INRLTRATION TRENCH DETAIL /1 a A, SCYE ROTE ----- CONSTRUC110N NOTES- (3) OCI6TRIIOT (2Yr . 1DL . ,3D) OS[Tmm TRENLN PER cs. J O RRDEEc PDORf. 0 OOI6IRNDT (rW . 2A I - VD) NbrERaw TRENCH PER MAO M WD PEA1R. 0 ooNSRWT (J+R . JYL . 2D) WtTRATRN 1REND1 PER DET. 2 e BI.egER PERK. 0 §WG 12 EE R' W ROOFAPDOTMR S a 20R W Wo--- 0 COI6RUCT (rTP. JDI.. 15D) RSPFRRON TRENDI PER DETN 1 0 OD1 MMY (IY . ABL . RD) ROOFAPDOiNP WLYRAI" TRDMN PER DETAE 1. 0 MNSTWO (AYR . 50L . 2D) PYT. Afff53 ROW W"ATDN TR/TDI PER WTA I. 0 -1T 2 LF W A' J ADS NI2 a aOOR F HORIZONTAL GRAPHIC SGIE 2, 10 O 10 20 1. Sm SHEET CY FM tE6F' OD. 2 COIMAOTtl! 9NALL TR1D K1EY ALL CRAD[9 PROR ro COIBiWOlIO1t ] SFE 9IEFT 9N1 FOR STAMONR C11Y OF IUNIRA CONSIRUCIION NOiFS 1 N ISSUE DATE 10-15-2012 g `M2etb H. PHAN H. PHAN wtTERFW ABRCHRI>D PETDORATm PIC POED On (TYP) w' RASEED ROCK J/A' ROOF / FOOTM WFILTRATION TRENCH DETAIL r 1 SME HONE vA1ED R Are T- L�i --------- Pvf. AOQ55 RGD ! pNKWAY a O LLWNON wHmAx 1 TOWEiRATIDN iRDitx �R CWECIIR! —`--� GiCH BASN ROAD OL / WATER SEPARATOR NM r1 CB SGRE M9tD ROD( J/W - , 1/Y ���� CALL 48 HOURS DISPERSION TRENCH DETAIL BEFORE YOU DIG NaE v 1-800-424-5555 LANDFAIR 2 SHORT PLAT REFERENCE SHEET NO. NanKg. aPDP 4237 - S. 160TH STREET PG1 T �T35aM L6GtD 9NI88 W e TUKWILA, WA 98188 SHEET T(s )22 T (206) 9HAl2 DRAINAGE PLAN, PROFILE N AND DETAILS EM B Landfair Short Plat -Technical Information Report October 2012 Appendix 6 Erosion Control The Concept Group Appendix ANTS N NIFR FADRID SHALL E SMCTD DESIGN AND NSTALLATION SPECFiCATIOM AY P IBF SPARES. INR RNOS d 7 C Y M M G YIE OR EOUNAIFM, EOTIOALDD ro ATTACH iANEC To POSTS. F STAD STRENGTH FANEC USEL L TE CEOTDOEE 04D M MEET THE STANDARDS LB® BELOW A COPY OF THE MAMrACTUWAS - - — - —------------------ PONY SPE61FATu6 MUST ME AYAEANFd SM ADS (ASHY "MI) SG- GO SETS SM (¢RO- /f FILM1I ) FOR SW 'RI -,CO SIEVE m OJD-OI5m) FOR OTHER TANKS �. Er . I I II rATER FUMn YY (Am aDi 2C1 Let NGB IENSLE SDENCM (Arn D-181T) ;M HAS INL FOR EXTRA STREWN FANIIC FILTER FADRM ,GO Iffi INL FOR STANDARD MOTH FA IEMQ'N OF 10 ` M •,N MOORY r/iL GROUND WAR TEEOE EEOIM.TTICM (ASTM D-ALT9I' ]OL WF. W W b W W W W W W / ) EIRAVOLBIf TES AT (ASTM D-4T5M1). 701 YN -------------n__--------_-*--- R L RCMNO ORCLOSER POST E RNNNR A ILAY BE U + EDICERFOINFD FOR DM SIIENGIM FARRM FED A. W 1 NEIE TIE FACE 6 E6TAIIFR TE 91E4 SHALL E M SlF}PFR INW Dt1¢ ;--� P - P ---.'p �.�— p p ' p..' �- IB9"tNtlW � i' = - -_ - - _ ____ _ r COAL NTEASID MAINTENANCE STANDARDS: TOi INE 11ACgID 61HD B 6AOIOlt TREYd MTH MATAE SE " N SS FASNC H06E b _ TO Ram SS Y C C SOD Po5R STEEL fRME POSTS d J f - Ib' Y¢9E0 GtAK1 NOTM ESTEMARL L EOII OSTL / 1. ANY D/YATf SHALL E REPAID YEDIAELY. MT 2 IF CNONOATED NOEL ARE EMG]N L519U. OF THE FDIDL THEY WJSP K NHp1EPTED AM COINM R SS = _ . FLIER FANEC FENCES SHALL, E WALLED ATOM OCMOLR REDETm POSSNE. ro A GDILIDYr TRAP TR POHD. ] D 6 IWORWR ro CHECK THE U LL SIDE OF THE FENCE FOR SIGHS OF THE FDM OOGM MID ____---- SILT FENCE DETAIL n ACdc AS A BIAER ro iTDr AM TRM GYrSEc dAME1RAlIDM 6 ETArs PARALLEL ro TE iDrE f TIN OCOLx N THE MICE AM ORREMNE THE TRAPPED SQMO . F PER 1009 CNO cm HT, STIOM FIGURE D.]]A � . SEONNR _ K RE R7n SFII D 6 r MGL LOT 1 U= • (18,LO $Q. PA S.r THE FILTER FANOC HAS OERRdATED OIE TO UI.TRATAMET NEANDONE IP S ALL BERE _ _ P,, ' , _ _ "_"_ _ PAKEM REWM : SEQUENCE OF CONST'RUCTIOU NOTES L FLAG AM STAE OEBdO LYPS ,. SE Sm CV PSR LEGHn. EGMM COIITRO ME WIRES (SLT FEMC ET¢) : CON TRACTOR SIWl FEND TmEv ALL PWDR To CO16NADPOL 4EO I `_ -- --- ] FEED LOCATE ALL DSOES. ] SE BEET Nn FOR sDMALID OTT' nNre COH6HRE'IDHH IB1L4 �o e . TW `s . E6nu oNSWerEN ENIRMIE MANrBVadCE SiANDARD3 e S 41FAR AM GOB SIRE L ART ACOALLAIEO $F➢EEllf ON OR ATIDIIIB MET PRmECBd SHALL E RLD`FD - _ K • I e -- _ _ fl CRAOE TIE SE MOXAIEL, O�OSm O FLL OM SIEpd HNLED GF STM. NID NL SEDEEIR MBf • x k T. WALL SOE SOFAS NB OTHER SIE UdTS PCGQCATCH BASM KS MAT I E Er OCNNEE LOCATIONS. ¢ aF�sflOSRWt BENSTRLO HAS FUM ONE T� THE MOUG E STORAGE, IEU FOR RIidMY EAORCN 00 T FACIM Lrd STAMMA O DOH ElgRf SHALL BE OFMIED OR ERALLD AT IFAtf YOTILY l i ------>- _ -- _ _-_ _ i - ----- PROJECT STE. AS AR BY THE CHY O lU(NA ] REGULAR YANNMANE 6 CMTtAL fM CATCH BASIN PRJIFOIIOL ISLE¢ YANT FORE O RIDEOIDM TUT FM dADDMLY, CATCH BASH PIOTECIM M TILL FA S GGEEY AM COMPLETELY F MT MANPADIED FROPERLY .. 4 CLEMNG AND TESC CONSTRUCTION NOTES CATCH IM GRATE _-- J SLT EDME. SEE MaMa i. J ___`-- ---_�Q'LL - UWAL NET PMIECTKK SE ETAL 2 DonLsH cOsdc NED. _ _\� Eh" F)GSSHG TOOL AW / LOEPAM%\OVERFLOW • EICSTND TEE er l•'y' OT FDS1M6 THE TO a a Rmw DOSCNO WIOETE PATEIOO. /\\ RIFR YFRA Nt OEINIERNC \\/� / / R ---- OP RDME DOSING EPANTC MALL ' I LO 2 10 TIME E)MM SDEwiE L OWKNAY EMTRAMM e x LOT 4 , J L T.3L (7,750 , BOTTOM (7,750 SQ/FT) (7,7 SQ.FT). EARTHWORK VOLUME ESTIMATES CATCH BASIN Near i CATCH BASIN SEDK*W CONTROL LOCATION CUR (CY) FILL (CY) ./ MAU ROAD UMMM NOTED i NFLTRATION avmad TEHIOFS TIE OLY MO REM 6 AU.OMW" THAT HAS A WL OS OIBID FEET 6 Alll 5 / IEGGGpERAIM MTA&M lE IICA16 TO ErA1W ilE 5WED SEDRMf. PIBT� AM OABIM AM CAN E EARLY YNNANFD MEARS T 6 CALL 48 HOURS BEFORE YOU DIG Zxowz OTM sRAPMc scALL INLET PROTECTION DETAIL 2 ----- d 1-800-424-5555 FOR moR mB coN Sc FNH D]5F 'ritli - ZD IL SCAM NONE 6 ND. DALE BY REVISION DESCR `TM jODW. R12500io-15-20Tz LSSUEDATE H �D`T� Q °� ��Q � LA. • -E �r — To r( IRIS)2296,R3 LANDFAIR 2 SHORT PLAT 4237 - S. 160TH STREET WA 98188 SHEET NO. Ea DESIONEDPY. H. H. PHAN £ DRAYmBY: H. H. PHAN SHEET 2 OF S~� CF CKEDM CLEARING AND TESC PLAN AND DETAILS pm.WGR: D.3.2 COVER MEASURES D.3.2.4 PLASTIC COVERING Code: PC Symbol: 1 �1 Purpose Plastic covering provides immediate. short -tern erosion protection to slopes and disturbed areas. Conditions of Use 1. Plastic covering may be used on disturbed areas that require cover measures for less than 30 days. 2. Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively rapid breakdown of most polyethylene sheeting makes it unsuitablefor long-term applications. 3. Clear plastic sheeting may be used over newly -seeded areas to create a greenhouse effect and encourage grass growth. Clear plastic should not be used for this purpose during the summer months because the resulting high temperatures can kill the grass. 4. Due to rapid runoff caused by plastic sheeting, this method shall not be used upslope of areas that might be adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes. 1 Plastic sheeting shall have a minimum thickness of 0.06 millimeters. 3. If erosion at the toe of a slope is likely. a gravel bernn. riprap, or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff. FIGURE D.3.2.1) PLASTIC COI'ERP G 0' MAX. TOE IN SHEETING IN — MINIMUM 4"X4" TRENCH PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED 2009 Surface Water Design Manual— Appendix D 1/9/2009 D-17 SECTION D_3 ESC MEASURES D.3.3 PERIMETER PROTECTION Perimeter protection to filter sediment from sheetwash shall be located downslope of all disturbed areas and shall be installed prior to upslope grading. Perimeter protection includes the use of vegetated strips as well as. constructed measures., such as silt fences, fiber rolls; sand/gravel barriers.. brush or rock filters, triangular silt dikes and other methods. During the wet season, 50 linear feet of silt fence (and the necessary stakes) per acre of disturbed area must be stockpiled on site. Purpose: The purpose of perimeter protection is to reduce the amount of sediment transported beyond the disturbed areas of the construction site. Perimeter protection is primarily a backup means of sediment control. Most, if not all, sediment -laden water is to be treated in a sediment trap or pond. The only circumstances in which perimeter control is to be used as a primary means of sediment removal is when the catchment is very small (see below). When to install: Perimeter protection is to be installed prior to any upslope clearing and grading. Measures to Use: The above measures may be used interchangeably and are not the only perimeter protection measures available. If surface water is collected by an interceptor dike or swale and routed to a sediment pond or trap, there may be no need for the perimeter protection measures specified in this section. Criteria for Use as Primatj- Treatment: At the boundary of a site, perimeter protection may be used as the sole form of treatment when the flowpath meets the criteria listed below. If these criteria are not met, perimeter protection shall only be used as a back-up to a sediment trap or pond. Average Slope Slope Percent Flawpath Length 1.511:1V or less 67% or less 100 feet 2H:1V or less 50% or less 115 feet 4H:1 V or less 25% or less 150 feet 6H:1V or less 16.7% or less 200 feet 1 OH: IV or less 10% or less 250 feet D.3.3.1 SILT FENCE Code: SF Symbol: Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use 1. Silt fence may be used downnslope of all disturbed areas. 2. Silt fence is not intended to treat concentrated flo-%vs. nor is it intended to treat substantial amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment trap or pond. The only circumstance in which overland flow may be treated solely by a silt fence, rather than by a sediment trap or pond. is -,vinenn the area draining to the fence is small (see "Criteria. for Use as Primary Treatment" on page D-30). Design and Installation Specifications 1. See Figure D.3.3.A and Figure D.3.3.B for details. 1 /9/2009 2009 Surface Water Design Manual — Appendix D D-30 D.3.3 PERRvIETER PROTECTION 2. The geotextile used mist meet the standards listed below. A copy of the manufacturer's fabric. specifications must be available on site. AOS (ASTM D4751) 30-100 sieve size (0.60-0.15 mm) for slit film 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permittivity (ASTM D4491) 0.02 sec-1 minimum Grab Tensile Strength (ASTM D4632) 180 lbs. min. for extra strength fabric 100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) 30% max. Ultraviolet Resistance (ASTM D4355) 70% min. 3. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacuig may be required for extra strength fabric if field performance warrants a stronger fence. 4. Where the fence is installed, the slope shall be no steeper than 2H:1V. 5. If a typical silt fence (per Figure D.3.3.A) is used, the standard 4 x 4 trench may not be reduced as long as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allow water to bypass or undermine the silt fence. Maintenance Standards i . Any damage shall be repaired immediately. 2. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a. barrier to flow and then causing channelization of flows parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sediment must be removed when the sediment is 6 inches high. 5. If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdown, it shall be replaced. FIGURE D.3.3.A SILT FENCE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' NAX. I MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH / NATIVE SOIL OR 3/4"-1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO @' IF WIRE BACKING IS USED "x4" WOAD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2009 Surface Water Design Manual — Appendix D D-31 1/9/2009 D3.4 TRAFFIC AREA STABILIZATION D.3.4.1 STABILIZED CONSTRUCTION ENTRANCE Code: CE Symbol: Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a constriction site and traveling on paved roads or other paved areas within 1.000 feet of the site. Access and exits shall be limited to one route if possible, or two for linear projects such as roadway where more than one access/exit is necessary for maneuvering large equipment. Design and installation Specifications 1. See Figure D.3.4.A for details. 2. A separation geotextile shall be placed under the spalls to prevent fine sediment from pumipung up into the rock pad. The geotextile shall meet the following standards: Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30% max. Mullen Burst Strength (ASTM D3786-80a) 400 psi min. AOS (ASTM D4751) 20-45 (U.S. standard sieve size) 3. Hog fiiel (wood based mulch) may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. The effectiveness of hog fuel is highly variable; but it has been used suuccessfiully on many sites. It generally requires more maintenance than quarry spalls. Hog fuel is not recommended for entrance stabilization in urban areas. The inspector may at any time require the use of quarry spalls if the hog fuel is not preventing sediment from being tracked onto pavement or if the hog fiiel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause difficulties with compaction. 4. Fencing (see Section D.3.1) shall be installed as necessary to restrict traffic to the constitution entrance. 5. Whenever possible, the entrance shall be constructed on a firm. compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. ' Maintenance Standards 1. Quarry spalls (or hog firel) shall be added if the pad is no longer in accordance with the specifications. 2. If the entrance is not preventing sediment from being tracked onto pavement. then alternative measures to keep the streets free of sediment shall be used. This may include street sweeping. an increase in the dimensions of the entrance, or the installation of a wheel wash. If washing is used, it ' shall be done on an area covered with crushed rock. and wash water shall drain to a sediment trap or pond. 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-39 Landfair Short Plat -Technical Information Report October 2012 Appendix C Maintenance Procedures The Concept Group Appendix APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.2 - INFILTRATION FACILITIES Maintenance Defect or Problem Conditions When Maintenance Is Needed Results Expected When Component Maintenance Is Performed Inlet/Outlet Pipes Sediment Sediment filling 20% or more of the pipe. Inlelloutlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated in inlet/outlet No trash or debris in pipes. pipes (Includes floatables and non-floatables). Damaged Cracks wider than''/2-inch at the joint of the No cracks more than %-inch wide at inlet/outlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the Inletioutlet pipes. Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Manhole access covered. Any open manhole requires Immediate maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. not working maintenance person with proper tools. Bolts cannot be seated. Self-locking coverAid does not work. Cover/lid difficult to One maintenance person cannot remove Cover/lid can be removed and remove cover/lid after applying 80 Ibs of lift. reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access Damaged or difficult Large access doors or plates cannot be Replace or repair access door so it doors/plate to open opened/removed using normal equipment. can opened as designed. Gaps, doesn't cover Large access doors not flat and/or access Doors close flat and covers access completely opening not completely covered. opening completely. Lifting Rings missing, Lifting rings not capable of lifting weight of door Lifting rings sufficient to lift or rusted or plate. remove door or plate. Infiltration Pond, Plugged Filter bag more than full. Replace filter bag or redesign Tank, Vault, Trench, system. or Small Basin Filter Bags Infiltration Pond, Sediment 6" or more of sediment has accumulated. Pre -settling occurs as designed Tank, Vault, Trench, accumulation or Small Basin Pre - settling Ponds and Vaults Infiltration Pond, Plugged High water level on upstream side of filter Rock filter replaced evaluate need Rock Filter remains for extended period of time or little or no for filter and remove if not water flows through filter during heavy rain necessary. storms. Infiltration Pond Rock missing Only one layer of rock exists above native soil in Spillway restored to design Emergency Overflow area five square feet or larger, or any exposure of standards. Spillway native soil at the top of out flow path of spillway. Rip -rap on inside slopes need not be replaced. Tree growth Tree growth Impedes flow or threatens stability of Trees removed. spillway. 1/9/2009 A-4 2009 Surface Water Design Manual — Appendix A APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.5 - CATCH BASINS AND MANHOLES Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance Is Performed Structure Sediment Sediment exceeds 60% of the depth from the Sump of catch basin contains no bottom of the catch basin to the invert of the sediment. lowest pipe into or out of the catch basin or is within 6 inches of the invert of the lowest pipe Into or out of the catch basin. Trash and debris Trash or debris of more than'/z cubic foot which No Trash or debris blocking or Is located Immediately in front of the catch basin potentially blocking entrance to opening or is blocking capacity of the catch basin catch basin. by more than 10%. Trash or debris in the catch basin that exceeds No trash or debris In the catch basin. '/3 the depth from the bottom of basin to Invert the lowest pipe into or out of the basin. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within catch basin. gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in No condition present which would volume. attract or support the breeding of insects or rodents. Damage to frame Corner of frame extends more than 3/. inch past Frame is even with curb. and/or top slab curb face Into the street (if applicable). Top slab has holes larger than 2 square inches or Top slab is free of holes and cracks. cracks wider than '/A inch. Frame not sitting flush on top slab, i.e., Frame is sitting flush on top slab. separation of more than 3/4 inch of the frame from the top slab. Cracks in walls or Cracks wider than V2 inch and longer than 3 feet, Catch basin Is sealed and bottom any evidence of soil particles entering catch structurally sound. basin through cracks, or maintenance person judges that catch basin is unsound. Cracks wider than inch and longer than 1 foot No cracks more than'/a inch wide at at the joint of any inlet/outlet pipe or any evidence the joint of inlet/outlet pipe. of soil particles entering catch basin through cracks. Settlement/ Catch basin has settled more than 1 Inch or has Basin replaced or repaired to design misalignment rotated more than 2 inches out of alignment. standards. Damaged pipe joints Cracks wider than at the joint of the inlet/outlet pipes or any evidence of soil entering No cracks more than %-inch wide at the joint of inletioutlet pipes. the catch basin at the joint of the inlet/outlet pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs Implemented if appropriate. No contaminants present other than a surface oil film. Inlet/Outlet Pipe Sediment Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated In inlet/outlet No trash or debris In pipes. pipes (includes floatables and non-floatables). Damaged Cracks wider than /,inch at the joint of the inletloutlet pipes or any evidence of soil entering No cracks more than %-inch wide at the joint of the inlet/outlet pipe. at the joints of the inlet/outlet pipes. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-9 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.6 - CATCH BASINS AND MANHOLES Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Metal Grates Unsafe grate opening Grate with opening wider than inch. Grate opening meets design (Catch Basins) standards. Trash and debris Trash and debris that is blocking more than 20% Grate free of trash and debris. of grate surface. footnote to guidelines for disposal Damaged or missing Grate missing or broken member(s) of the grate. Grate is in place and meets design Any open structure requires urgent standards. maintenance. Manhole Cover/Lid Cover/lid not in place CoverAid Is missing or only partially in place. CoverAid protects opening to Any open structure requires urgent structure. maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. Not Working maintenance person with proper tools. Bolts cannot be seated. Self-locking CoverAid does not work. Cover/lid difficult to One maintenance person cannot remove Cover/Ild can be removed and Remove cover/lid after applying 80 lbs. of lift. reinstalled by one maintenance person. 1/9/2009 2009 Surface Water Design Manual — Appendix A A-10 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.6 - CONVEYANCE PIPES AND DITCHES Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance Is Performed Pipes Sediment & debris Accumulated sediment or debris that exceeds Water flows freely through pipes. accumulation 20% of the diameter of the pipe. Vegetation/roots Vegetation/roots that reduce free movement of Water flows freely through pipes. water through pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective Protective coating is damaged; rust or corrosion Pipe repaired or replaced. coating or corrosion is weakening the structural integrity of any part of pipe. Damaged Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cleared from square feet of ditch and slopes. ditches. Sediment Accumulated sediment that exceeds 20% of the Ditch cleaned/flushed of all sediment accumulation design depth. and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may Noxious and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water Water flows freely through ditches. through ditches. Erosion damage to Any erosion observed on a ditch slope. Slopes are not eroding. slopes Rock lining out of One layer or less of rock exists above native soil Replace rocks to design standards. place or missing (If area 5 square feet or more, any exposed native Applicable) soil. 2009 Surface Water Design Manual — Appendix A 1 /9/2009 A-11 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 21- STORMFILTER (CARTRIDGE TYPE) Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Gaps, doesn't cover Large access doors not flat and/or access Doors close flat and cover access completely opening not completely covered. opening completely. Lifting Rings missing, Lifting rings not capable of lifting weight of door Lifting rings sufficient to lift or rusted or plate. remove door or plate. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-31 APPENDIX A MAINTENANCE REQL-IREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.22 - BAFFLE OIL/WATER SEPARATOR Maintenance Defect Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Site Trash and debris Any trash or debris which impairs the function of Trash and debris removed from the facility. facility. Contaminants and Floating oil in excess of 1 Inch in first chamber, No contaminants present other than pollution any oil in other chambers or other contaminants a surface oil film. of any type in any chamber. Vault Treatment Sediment Sediment accumulates exceeds 6 Inches in the No sediment in the vault. Area accumulation vault. Discharge water not Inspection of discharge water shows obvious Effluent discharge is clear. clear signs of poor water quality- effluent discharge from vault shows thick visible sheen. Trash or debris Any trash and debris accumulation in vault Vault is clear of trash and debris. accumulation (floatables and non-floatables). Oil accumulation Oil accumulations that exceed 1 Inch, at the No visible oil depth on water. surface of the water in the oil/water separator chamber. Vault Structure Damage to Wall, Cracks wider than'/rinch or evidence of soil Vault replaced or repaired to design Frame, Bottom, and/or particles entering the structure through the specifications. Top Slab cracks, or maintenance/inspection personnel determines that the vault Is not structurally sound. Baffles damaged Baffles corroding, cracking, warping and/or Repair or replace baffles to showing signs of failure as determined by specifications. maintenance Inspection personnel. Gravity Drain Inoperable valve Valve will not open and close. Valve opens and closes normally. Valve won't seal Valve does not seal completely. Valve completely seals closed. Inlet/Outlet Pipe Sediment Sediment filling 20%.or more of the pipe. Inlet/outlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated In Inlet/outlet No trash or debris in pipes. pipes (Includes floatables and non-floatables). Damaged Cracks wider than'% -Inch at the joint of the No cracks more than %-inch wide at inlet/outlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the inlet/outlet pipes. Access Manhole Cover/lid not in place Cover/lid is missing or only partially in place. Manhole access covered. Any open manhole requires Immediate maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. not working maintenance person with proper tools. Bolts cannot be seated. Self-locking cover/lid does not work. Cover/lid difficult to One maintenance person cannot remove CoverAid can be removed and remove cover/Ild after applying 80 Ibs of lift. reinstalled by one maintenance person. Ladder rungs unsafe Missing rungs, misalignment, rust, or cracks. Ladder meets design standards. Allows maintenance person safe access. Large access Damaged or difficult Large access doors or plates cannot be Replace or repair access door so it doors/plate to open opened/removed using normal equipment. can opened as designed. Gaps, doesn't cover Large access doors not flat and/or access Doors close flat and cover access completely opening not completely covered. opening completely. Lifting Rings missing, Lifting rings not capable of rifting weight of door Lifting rings sufficient to lift or rusted or cover/lid. remove cover/lid. 1/9/2009 2009 Surface Water Design Manual — Appendix A A-32 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX.- (206) 431-3665 E-mail: planning@TiukwilaWA.gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING RECEIv C OCT- 2 9 2012 DEVELOP k1 NT 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 42 ?22— S". /66 4�* 5;77 77V/r W1 L 4 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 �WkEn (city), _(state), on 0 20I_L CA-o L4�� 0 (Print Name) C`e 1 J6 OL fob 3 6U S a:7 (Address) U - 1� LZ6&LJ UO A 180 L( a (Phone Number) (Signature) On this day personally appeared before me A-O l l i( P o me known to be the individual who executed the foregoing instrument and acknowledged th h she signed the same a is er voluntary act and deed for the uses and purposes mentioned therein. 11) SUBSCRIBED AND SWORN TO BEFORE ME ON THIS 14 DAY OF b % `� , 20_ T1010/� O= �� 3/i Q �w ir Q •t a �; = W %0N � 2� � 7( �SS�W woo S�cZ /" Ye tttt t\t tt•1, R\ .and Use Applications h�rt,P�a - 21 forZ6F fbnnat.doc NOTARY PUBLIC 'n and for the State of Washington residing at My Commission expires on afby City of Tukwila 6 Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (208)1313870 FA%(206) 431.1.5 Errhall: ty$pdanADtukwile.wa SHORT PLAT NUMBER DECLARATION Know all men by these present that we, the undersigned, owners) In fee simple of the land hereln described do hereby make a short subdivision thereof pursuant to RCW 68.17.060 and acknowledge that said subdivision shall not be further divided In any manner within a period of five years, from date of record, without the filing of a final plat The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same Is made with the free consent and In accordance with the desire of the owner(s) In witness whereof we have set our hands and seals Name: Name• Name: Name: STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal thls day of 20 LANDFAIR 2 SHORT PLAT RECEIVED I VOLUME PAGE A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST OCT . 2 9 20121 OEVELOPN ITYMEmT APPROVALS KING COUNTY FINANCE DIVISION I certify that all property taxes are paid and that a deposit has been made In sufficient amount to pay the taxes for the following year, that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid In full. This day of . 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day of 20 King County Assessor Deputy Assessor Parcel Number(s): 1523D49071 Signature: TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Name as commissioned: Reviewed and approved by the Short Subdivision Committee and hereby certified for filing Title: this day of , 20 My appointment expires: Chairperson, Short Subdivision Committee STATE OF WASHINGTON County of Kings - —•. « tx ^t�,,,R •. On this day personally appeared before me to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as his/her voluntary act and deed, for the uses and purposes therein mentioned. a '; 4zi H GIVEN under my hand and official seal this day of .20_ _ •�� r SITE iw•. �'�ey Signature: r 100 z ° Y Name as commissioned: ...w.,, 4r, , s� Title: My appointment expires: LAND SURVEYOR'S CERTIFICATE I registered as a land surveyor by the State of Washington, certify that this plat Is based on an actual aurvey of the land described herein, conducted by me or under my supervision; that the distances, courses [ and angles are shown hereon correctly; and that monuments other than those monuments - - ++« ; .•..> .,...a approved for setting at a later date, have been set and lot comers staked on the ground as depicted on the plat VICINITY MAP SURVEY INKIN //40F NE 1/4 RJEGCtle OWNER(S): LANDFAIR, LLC Site Survey & Mapping, Inc. OF SECTION 27 T. 23 N.A. I E., a.y a zoo at .ae. con_ u, w a c W.M., IN KING COUNTY, WASHINGTON a bvok. dPWW.wpap na u ADDRESS:241562ND AVENUE SE A ) 9 w,«..eruwhmrooWaom+oh+s zlan Aw NE H,0n1p,n, w. hxosT Pnon.:a25.2reM1z .00. ORAWN Br GATE JOB NUMBER MERCER ISLAND, •� .,,,,• EFJ 1o1ozs12 1z-z3a Kse °«. W s+. rg. swt d r+°m'"""° EJe WA 98040 cHECKEo By E SHEETlwaa TNW 1•-30 1 2 City of Tukwila Department of Community Development 63 YHA. S 8300 SouSouthcerRer Boulevard, Tukwila, WA 98189 a Telephone (206) 431-3670 FAX (206) 4313068 Eanall: tukpleoulbllkolla we.Ya SHORT PLAT NUMBER A _ Y FOUND BRAS9 DISK WNW IN MONUMENT CASE LEGAL DESCRIPTION (OLDI BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89.59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00*1 F50" EAST 305.40 FEET; THENCE NORTH 89159'10" WEST 150 FEET; THENCE NORTH 00.15'S0" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'59'10" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR RAOD PURPOSES. SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON LEDAL DESCRIPTION INEWI LOT 1: THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH RANGE 4 EAST, W.M.,DISTANT NORTH 89'69'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00*1 5'50"EAST 305.40 FEET; THENCE NORTH 89'59'10" WEST 150 FEET; THENCE NORTH 001 VW WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'5VI()" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. THE EAST 50.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH RANGE 4 EAST, W.M.,DISTANT NORTH BV5919 WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00'16W EAST 305.40 FEET; THENCE NORTH 89'5910' 0 F WEST 15EET; THENCE NORTH 00'15'60" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'59'10" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. THE WEST 50.00 FEET OF THE EAST 100.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL' BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'59'10' WEST, 2158.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00*15'S0" EAST 305.40 FEET; THENCE NORTH 89'SW10' WEST 150 FEET; THENCE NORTH OV15'50" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89*59,10" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. LOT 4: THE WEST 50.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH OV59101 WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00'15'60' EAST 305.40 FEET; THENCE NORTH 89*59110' WEST 150 FEET; THENCE NORTH 00.15-W WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH BW69'10' EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. LANDFAIR 2 SHORT PLAT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST 26jNG -NSB'10'00WfBAS190F BEARIN(181fDEED NBB'6P'1aw1 S. 160TH STREET RIB zama 3 LOT 1 � (ISAW SO, FI) WESTORY (14,]435Q. FT NET) HOUSE (r0 REMNN) SHED JO'ASSL _ _ N89.1(YOO W GE� 2a AEh!, r Atvlerr L - J 1.3' rr1 SKED1 L J L L 0 fHED J- I� ti LOT 2 ti x LOT 4 LOT 3 17,1.1Q M I (7,750 SQ. FT) I Q,7a1 SQ. fT) I (s,780 SQ' FT NET) (6,750 SQ, Fr NET) (6,750 SQ. Fr NET) �assa� �iamBc� Lama. , W OCT . 2 9 20`121 COMMUNITY DEVELOPMENT N VOLUME PAGE FOUND BRASS DIRK WY WNCH IN WNUMENTCASE TOTAL LOT 312E 41,309 SQUARE FEET LOT 1 = 120.40 FEET LOT 2.50.00 FEET LOT 3 = 50.00 FEET LOT 4 = 50.00 FEET E ONE STORY HOUSE TO REMAIN ALL SHEDS AND GARAGE TO BE DEMOLISHED FILLED IN POOL TO BE REMOVED 8 GRAPHIC SCALE 5 0 15 30 1 30 \� I INCH = 30 FT. /RIMM --- N89.1a0aW AK11.51' iW.80' � -� D+00'1Caa i IR20' Ea5EM NT L 106.m N89Ya00'W RI20.Oa N=';43 D�B9'13'M pecEyPNT ncren r[WWrQQ..��''�'D'� J 33 N 101" OWNER(S): LANDFAIR, LLC g�' °po0 a Site Survey & Mapping, Inc. ADDRESS:241562ND AVENUE SE F �s .. b """""ftw^W=Wnq-M 10115214MAv NERe4 ,We BB053 PI-4262&84412 DATE DRAWN BY MERCER ISLAND, '�•a�i+'� EFJ 10-1azm2 JOB NUMBER12Q34 WA 98040 , IJA� CHECKED BY TNW S i _ SHEET 2 2 OF n. A� 1 C—LOT 1 G®AAMUW Lot Closure Report - Lot : LOT 1 --------------------------------- --------------------------------- file- z:\jobs\!2012\12234 TL BT SP\_Survey\DWG\SP\01-2SP12234.msj\lc_LOT l.txt Monday, October 22, 2012, 7:59:14a.m. Starting location (North, East) = ( 5003.53, 4093.40 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End —Northing End_Easting ------------------ ------ ---------------------------- 1 Line S89°10'00"E 150.00 No 5001.35 4243.38 2 • Line S00°33'20"W 120.40 No 4880.96 4242.22 3 Line N89°10'00"W 150.00 No 4883.14 4092.23 4 Line N00°33'20"E 120.40 No 5003.53 4093.40 Ending location (North, East) _ ( 5003.53, 4093.40 ) Total Distance 540.80 Total Traverse Stations 5 Misclosure Distance < 0.001000 Error of Closure 1:INFINITY Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 18059.788 sq. ft. = 0.414596 Acres Page 1 RECEnja® NOV 052012 WLA PUBLIWORKS 4 0 1C_LOT2 Lot Closure Report - Lot : LOT2 --------------------------------- --------------------------------- file- z:\jobs\!2012\12234 TL BT SP\_Survey\DWG\SP\01-2SP12234.msj\1C_LOT2.txt Monday, October 22, 2012, 8:05:24a.m. Starting location (North, East) _ ( 4881.69, 4192.22 ) (In the table below, the Length of curves refers to the chord length. and the Bearing of curves refers to the chord bearing.) Leg segment Bearing Length Front End —Northing End_Easting ------------------ ------ ---------------------------- 1 Line S89°10'00"E 50.00 No 4880.96 4242.22 2 Line S00°33'20"W 155.00 No 4725.97 4240.71 3 Line N89°10'00"w 50.00 No 4726.69 4190.72 4 Line N00°33'20"E 155.00 No 4881.69 4192.22 Ending location (North, East) _ ( 4881.69, 4192.22 ) Total Distance 410.00 Total Traverse Stations 5 Misclosure Distance < 0.001000 Error of Closure 1:INFINITY Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 7749.909 sq. ft. = 0.177913 Acres Page 1 10 1C—LOT3 Lot Closure Report - Lot : L0T3 --------------------------------- --------------------------------- file- z:\jobs\!2012\12234 TL BT SP\_Survey\DWG\SP\01-2SP12234.msj\lC_LOT3.txt Monday, October 22, 2012, 8:06:36a.m. Starting location (North, East) _ ( 4882.41, 4142.23 ) (In the table below, the Length of curves refers to the chord length. and the Bearing of curves refers to the chord bearing.) Leg segment Bearing Length Front End —Northing End_Easting ------------------ ------ ---------------------------- 1 Line S89°10'00"E 50.00 No 4881.69 4192.22 2 Line S00°33'20"W 155.00 No 4726.69 4190.72 3 Line N89°10'00"W 50.00 No 4727.42 4140.72 4 Line N00°33'20"E 155.00 No 4882.41 4142.23 Ending location (North, East) _ ( 4882.41, 4142.23 ) Total Distance 410.00 Total Traverse stations 5 Misclosure Distance < 0.001000 Error of closure 1:INFINITY Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 7749.909 sq. ft. = 0.177913 Acres Page 1 a lc_LOT4 Lot closure Report - Lot : LOT4 --------------------------------- --------------------------------- file- Z:\Jobs\!2012\12234 TL BT SP\_Survey\DWG\SP\01-2SP12234.msj\lc_LOT4.txt Monday, October 22, 2012, 8:07:48a.m. starting location (North, East) _ ( 4883.14, 4092.23 ) (In the table below, the Length of curves refers to the chord length. and the Bearing of curves refers to the chord bearing.) Leg segment Bearing Length Front End —Northing End_Easting ------------------ ------ ---------------------------- 1 Line S89°10'00"E 50.00 No 4882.41 4142.23 2 Line S00°33'20"W 155.00 No 4727.42 4140.72 3 Line N89°10'00"W 50.00 No 4728.15 4090.73 4 Line N00°33'20"E 155.00 No 4883.14 4092.23 Ending location (North, East) _ ( 4883.14, 4092.23 ) Total Distance 410.00 Total Traverse Stations 5 Misclosure Distance < 0.001000 Error of closure 1:INFINITY Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 7749.909 sq. ft. = 0.177913 Acres Page 1 c Residential: $50 Certificate of Sewer Availability OR 14816 Military Rc,__ South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242-3236 Fax: (206) 242-1527 Commercial. $100 RECEIVE[) OCT, 2 9 20121 OEVa0P V RECEIVE® ❑ Certificate of Sewer Non -Availability Applicant)Part A: (To Be Completed by Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi -Family ❑ Commercial ❑ Other Applicants Name: PiZI," P Phone: Zoo 6 P Wrop rt Add s or Approximate Location: Tax Lot Number: ail- S', /60 ='t S'T, S37MQ01040 Legal Description(Attach Map and Legal Description if necessary): S .47--rA CIA Part B: (To Be Completed by Sewer Agency) �., 1. A a. Sewer Service will be provided by side sewer connection only to an existing size sewer © feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Must be completed if 1.!_ 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. D1 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: $f— a. District Connection Charges due prior to connection: GFC: $ FC: $ %ym �1KsUNIT: $ TOTAL: $ (Subject to Change on January 1 st) A King County/METRO Capacity Charge will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Required Maybe Required c. Other: I here Ldate at the above ewer agency information is true. This certification shall be valid for one year fr thignature. y Title Date No 052012 FUKWILA PUBLIC WORKS CITY OF TUKWP .A ' Community Development Department Permit Canter/Building Division: 206-431-3670 Permit Center . 0-9 =1 Public Works Department: 6300 Southcenter Blvd., Suite 100 206-433-0179 Tukwila, WA 98188 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside of City of Tukwila Water District PERMIT NO.: Part A: -To be completed by applicant Site Address: 4237 S 160th (attach map and legal description showing hydrant location and size of main):. Owner Information: Owner Name: Cao Nguyen Agent/Contact Person:: Agent/Contact: Han Phan, PE Owner Address: 2415 62nd Ave SE Mercer Island, WA 98040 Agent Address: 5130 S 166th Lane Seatac, WA 98188 Owner Phone: 206-399-5973 Contact Phone: 206-229-6422 This certificate is for the purposes of: 4 SFR - 1 existing & 3 new ❑ BUILDING PERMIT ❑� PRELIMINARY PLAT ❑ SHORT SUBDIVISION ❑ COMMERCIAL INDUSTRIAL ❑ REZONE ❑ OT14ER Estimated number of service connection and water meter size(s): Four - I existing & 3 new I" services _ Vehicular distance from nearest hydrant to the closest point of structure is 10'+/- to property - see attached map for hydrant location Area is served by (Water Utility District:) HIGHLINE WATER DISTRICT Owner/Agent Signature Date PART B: To Be completed by water utility district A 1. The proposed project is within TUKWILA /King 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: Statement of Charges will be prepared when actual project needs are provided. Appoinunent with Water District Engineer required prior to providing a Statement of Charges. 4. Based upon the improvements listed above, water can be provided will be available at the site with a flow of 1777.32 gptn at 20 psi residual for a duration of 3 hours at a velocity of 10 fps as documented by the attached calculations. Customer recognizes that the water pressure/fire flow information provided pursuant to this request is general in nature and may, not be accurate for any specific location at any specific time. Customer remains solely responsible for determining the specific water pressure/flow information available for Customer's intended use. The general information provided by the District is not intended for and should not be relied upon to design a water system or fire supression system for a specific location. Customer is responsible to field verify the specific water pressure and fire flow at Customer's specific location for Customer's specific needs. 5. Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item B-3 are met ❑ System is not capable of providing service to this project I hereby certify that the above information is true a ect, se on the best available information. HIGHLINE WATER DISTRICT / 206-824-0375 By 10/4/2012 -- -- -- - ------------------------------------- Agency/Phone IER Y DE MAR Date DI RICT GINEER r n rww �r+v ■wn w a y rr Nov 0 5 '1012 TUK► VILA IIIU@Llol WORN9 100 42NUAVE. S: 42ND AVE S. 73.5 W o 44W.9 V15 g" r 30 < H2132 _ ' - co 15 kv Cn S, N 122 N lt� J 00 421 1 `''Gi ; (H UCn1 N O W O (In W O (A C O OO W O CA W W uc O Cn (A 0) n O = � o < Ln O NO v Q1 � Co v - 5635T43 N x JD W (A� cn Op rn C� < rn rn I �. . rr � ' D.I. \ 18` DI 12` D.I. OVERFL Cd N O 0����v 1B' N DI < 4 m ••N w O may 4217 i tT � � 0)6 w D10 0 4225 > 56359307 ' -'n rzr00 61154408 iNv N_ W ('' ti m m V5 0 `V`�.. V W � w A �� .... 4237 j� co w pp p 56357435 („I W cn I -. [-) o I IV T T p O —I N = 71. w 4255 4245 4249 IU) 56357392 4.' CJi 56357542 57 4251 a, 56357434< N O ,. < W � O - rn O �3o V52 CD 33083650-1 _ — > r 0 4, up,P 4411 Ln -. 56357543. 573963j 441 O o 4417 = E 56357541 (/) 4427 °' I to v 56357540 KCSP 127 037-760 170788 Ln 4431 v Ln N w � I- r �, rn rp 56357544 11-0 �n :0 —I N . _ W TICOR TITLE CjiVIPANY 600 SW 39th Street, Ste 100, Renton, WA 98057 (425)255-7575 FAX (425)255-0285 RECEIVED OCT- 2 9 2012 SUBDIVISION GUARANTEE COMMUNITY DEVELOPMENT Unit No.: UNIT 1 Guarantee No.: 6502724 Title Officer: Reid Vance Reference No.: / Phone No.: (425)255-7575 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company, GUARANTEES Landfair LLC herein called the Assured, against actual loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount of set forth above. Dated: October 5, 2012 CHICAGO TITLE INSURANCE COMPANY By 4-k. i ��, Authorized Signa ur Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. CLTA Guarantee Face Page (Rev. 6-8-71) 1►'� ECEI H E® NOY 052012 PUBLIC W RKS TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A Guarantee No.: 6502724 Reference No.: / Effective Date: October 5, 2012 The assurances referred to on the face page are: Liability: Premium: $ 250.00 Tax: $ 23.75 That, according to those public records which, under the recording laws, impart constructive notice of matters relative to the following described real property: SEE ATTACHED LEGAL Title to said real property is vested in: Landfair, LLC, a Washington limited liability company and the heir's and devisee's of Byron W. Long, deceased. subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 3. Title to any property beyond the lines of the real property expressly described hereon, or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. SPECIAL EXCEPTIONS FOLLOW TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A (Continued) Guarantee No.: 6502724 Reference No.: / LEGAL DESCRIPTION Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., distant North 890 59'10" West, 2156.10 feet from the Northeast comer of said Section 27; Thence South 0* 15' 50" East 305.40 feet; Then North 89' 59' 10" West 150 feet; Thence North 00 15' 50" West 305.40 feet to the North line of said Section 27; Thence along said North line South 890 59' 10" East 150 feet to the point of beginning; Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B Guarantee No.: 6502724 Reference No.: / SPECIAL EXCEPTIONS General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2012 Tax Account Number: 537980-0040-07 Levy Code: 2326 Assessed Value -Land: $74,500.00 Assessed Value -Improvements: $65,800.00 General and Special Taxes: Billed: $1,116.54 Paid: $558.27 Unpaid: $558.27 Taxpayer of the Land has qualified for a senior citizen exemption. Contact the County Treasurer to determine if said exemption has been or will be cancelled and to determine the amount of any tax payment due. 2. Please be advised that our search did not disclose any open Deeds of Trust of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing. 3. The Company found no record in King County Superior Court of a probate for the estate of Byron W. Long. We do however find a Community Property Agreement between Byron W. Long and June Elysabeth Long recorded November 15, 1971 under recording number 7111150482. We will need proof of death in order to clear the interest of said party. 4. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document: In favor of: Puget Sound Power and Light Company Purpose: Electric transmission line Recording Date: November 18, 1930 Recording No: 2642542 Affects: As loccated. END OF SCHEDULE B , geoAdvantage: King County of ^ 'ington State APP4 Page 1 of 1 �S s - - W Q k9>ri•2A - h- �� � •ty' - 7 0 a a - 0581 0550 0070 (� r 0060 y -{ xr, ^o- 19 0560 - 05'� 0523 05)5 5 4 Z N4r Z f� 1.,: i5 &i - T 3EP g? O o LOT 3 4 A 4 K ,ma.. OBS d9,36 3. �oa3G n a LOT' 2 ups. >_7 > � 0500 's ana.. 2 G5GhL ry s _ _ .�. W2GLOT 1 30 3aColo051 0502 050L 0562 16Qr 3v a5S HST ? ...,. at_ svT .z- v S 160TH ST 160fh S 34 >` 30 ;so 72C 67 `5'- n6 7=_ E54 ?$ — ELF Woo " A. ` •?$'' R V 7 0001 o065 Gozm- t ee.w ,e 007a7 B � 9�i p 700 = is 0002 ?vs+ 0020 � �z 0090 uuzr 0050 unu Woo wu• A am. W30 p]0 1 26_ 3 4 5I- z� m 0009 u0 W03 lr Sentry Dynamics, Inc. and its TiCQR TITLE'COMPANY customers make no representations, ge � warranties or conditions, express or implied, as to the accuracy or 1252_, completeness of information -" contained in this report http://geo.sentrydynamics.netfWA King/default.aspx 10/9/2012 DI Ora t .9-Q. Ottl'�,W $10.4 #84 .13 -11mx-4700 a -it w alter Kim' r and Ian : 1 I elle Wake awdow e c Y and wrr to 9p f.d. -in kow 3732445 Lot 4 Blk 7 qu6,6_q Anne: Add :to -the 0 of S. ado to plat, thof red in val 2 of :,pUte 19-1. - red -aft ad Co. Water J Minor Eleanor miner 'Hiner, hw bef-- ZiMJI�ise . kow, Oct., T47 by T4.Min 3910 a*n' or np fok. 'Aw_rea at a ns A" w -by- STO V 444� Jis: t A�- D. act 9,i-o47 3732446 6,60, -4-47 $1010� Op. mrsit 47* s-t Hiill - 0. oBTAW-MA h&w (kathryn I.EVans name appears :a ' reo:.ma-so, as I-xvikw) A=d*16-d tD Di.."t jf� LXWaniels hu X. *.. .., Danio iA:- did F�.dy � ...: urr 0 .P' CUM' SP tip fdre, in * kov. of Bob 27 TV23,hr 4 elwai dist N 890 Kum w 2156,10 of sd S�o,.27.0 and.m a th S 0,01, 4.1rcia- the ae ..o.or 00:3c 61--Oo go Pt t9S i M t .. --,to the _11 CIE h :N 90.5 -W 1 -5-0 f t th N 0*1515 D" W 6 8 ad A, ad la 0 4 Pt tb the -pob -.8 996 59�10"' 7 N ft, -thbf for r6ad pulrp, Bing kn Asli ad t 3 '-BIk 5 MWidkom H4i ghts iD t-WO -2 -a t th of 1,10 TY.-G -.3.--vags. by KatIryn, I yens, alt Sri y1-u: I44mm kow Oe�_-,_4-47 by Kathi f Or herself and alsb an --aif for Hhre4�d: G_d *r r*- 'va-kis and oh.- .a oath '"i-it4d.. t ht :sd p6 is f1d H 0 _2:46W iwn. b f - H& Oh 0 _f 4 4191 - . I' Z. 1 Ofti ? IA. iffor - Sw roe at a nio ApIt 15-151 11iod _-Builldirg .Credit .1 n0:9 Wh ite-HGAi." Stuart 131d f14 by STCc) (S) D Apr 15 49 Apr 7 49 cons.d. $5.90 irs $9 St Dexter R. McDani-eT and Mildred :L. MpDaniel, to Byron Wand ' . Low- * 9 June. E . Long, h,,,rf Fp cy and war to sp the fl des re sit kew t-3 38932'118+ h&w -3 Beg on the N'line of sec 27 tT.,vp 23 nr 4 ewm list 1%T .8 90 59-t 10' w 2156.10 ft frm the NE.cor.:+of'.sd S'ea 27; and rn th S 00151+50`';.-E 63.0.80 ft th -N, JLhe of. sd sec 89--59110" W 150 ft; th N O'l5t5O" W .610.80 ft; to. the. N .3, 27; th al ad.,N' 'line+.-_ 856591101 E 150-00 ft to the pob, Exc''DA the N 30-00 ft- tfirof'f'or road pur (Be1n9+,-k-jP_ As Tt''.3 blk 5 MeMicken He-ights Div No 2 accrd to the unred plat. thrf)-.. Dekter R_ McDaniel' L. cDani'e l .kew Apr 14. lk-q r: Rs and.*ildredLMcDaniel bf E. M. Wide,np.. fOr-at'n Jan-4 53:(m'l P d STC) ._­" V by. he ..trms a`11d-- c ­qa - J :E No ton ...Hilda- -Norton '04?ton-and'Hilda Norton, hwf bf Isabel C: JC 1W # - .;4 yy,, at Mtg & Inv co) sw.�Os s� ns Nov 5 51 (ml Coast., (f -iAzt-C .D:-A 3893280 '. : - ` PPt-20 ,1­� $3:�85:1�b $3.50 st U. Amearing, o.-"*rec as Gordon P. Halbert and L. Olive Ali `r to .. Arm liu_ `0 --and. Vivian. L. Merrill. h&w _FP.P Y. and -war; `i P, PP: "the T1 des re sit kcw Lot -12. -bl-k- - ':'Nprt-h Park. an Add to the C'ty Of Seattle, acerd to plat thro f �:r�em C . - 8 :gists pg 7 6 :'.-Pla. , ree -of sd co Thl d - -d i�;,::-gy-6 in.; of acont d4ud Mch 1 41 and is sub to any i-: b q - -,6h 1 41 and' -'-:a I enembris SU un _t to M S Gordon P. Halbert L Olive HaXlberu kow, AD.8r 2 45.by Gordon P. Halbert and L. . `.live Halbert, h-f bf F FILED for eo0tUA1_9VOe's V OF P01*UtjITY . pRQPI MRTY AGREMWNT . KNOW ALL KEN BY TOSE #RESENTS: INIMININMOW10`46 OD That I, BYRON W.:t,0MG.of Seattle, Washingt � And JUKE ELYSABETIi_:LONG of Seattle, Washington. wife, in consideration of love and-affection.afid declaring ail of the . t ' property of. whatsoever. "kited. and where'soever .situate "and which en we have. assex.bled..and.of.which I die possessed to be community � at_ property, enter into this Conmunity Property Agreement as authorized by the laws -of the state.of Washington and agree: 1. That in :the case of the death of BYRON W. LONG while JUNE-ELYSABETE DONG survives, the whole of said properties together ::with any tither property by .us hereafter acquired shall at once vest in.JUNE ELYSAiiETH.LONG in fee simple. 2. That in -the case of the. death of JULNE ELYSABETH LONG while.BYRON W. LONG suz- iven" than the whole of the. said pro- perties together"with.'�aiy ether property by us hereafter acquired shall at once vest in BYRON W. LONG -in fee simple. 3.. Upon the b nth :of either. party the -surviving. -Party. shall file and record this. -instrument in the counties in which : any property- owzte6: "bY.. r of the said psrti es .is" to-: cab d- .and all of any siidx:,progeny in the State, -of:" shington or :any other'state in -the United States shall at :once. vest in the survivor ili fee: a3aipie. - 4 Both parties, recoghit.e-that they have three living children and no c%ecease_d childxen,..the said: living,.children being :JERfiI . tilt=BAb ;LONG; , PATiiICIA ANid . ii3NG, iCATH3tYIi ELYfiAETH.::LOt and Aj aiv+e.::such_ c3ii�3zeii: ia- .u►ind i n ep�sr �sq intp ibis' agr meet ca- no: prat/ ia6n: €ox said. ch_i-l3.reri: IA1tTE33 :this: day of':JAMIAXy:s :P70.0 t ji tic =� z 7111150441 7111150482 1-17-70 Byron W Long Elysabeth Washington Secretary of State. Sam Reed Contact Us ; Cannct: Washington State Archives - Digital Archives Home Search Collections News Services About us My Recent Searches vewcart , Social Security Death Index -Washington - Byron Long Record Series: Death Records Collection: Social Security Death Index - Washington County: Statewide Last Residence Zipcode: 98188 Birth Date: 04/19/1912 Death Location: SEATTLE, WA Reference Number: Social Security Number: Name: BYRON LONG Death Date: 07/00/1971 Lump Sum Payment Zipcode: Verification Code: Source: http://www.digitalarchlves.wa.gov/Record/View/16DFEA5D8494531B746460AA6D6D1981 Do you have comments, questions, or transcription errors? Give us Feedback Introduction: This database contains the Social Security Death Index (SSDI) for those individuals who either had a Social Security card issued in Washington State, had their last residence in Washington state, or had their last benefit payment mailed to an address in Washington State just prior to their death. i Citation: The Social Security Administration (SSA) maintains a Death Master File, a record of approximately 70 million deaths that were reported to SSA. The SSA publicly releases the Social Security Number of deceased individuals to prevent identity theft. This allows banks and other businesses to deny the use of these inactive SSNs and prevents a living person from assuming the identity of a deceased person. To learn more, go to: http://www.ntis.gov/products/ssa-dmf.ast) The Social Security Administration does not release the SSNs of I... More Phone Numbers I Privacy Policy I Accessibility Washington State Archives - Digital Archives 96o Washington Street, Cheney WA 99004 (509)235-7500 Share L IE http://www.digitalarchives.wa.gov/RecordNiew/I 6DFEA5D849453 IB746460AA6D6D... 10/12/2012 (A otm-Slo j STEWART TITLE WHEN RECORDED RETURN TO: Landfair LLC 4237 South 160th Street Tukwila, WA 98188 Escrow Number. 01148 8101 Fled for Record at Request of.. Stewart Title Company 2011 12073 11111111 .000886 STELUiRT TITLE YO 03.0@ ePi 3 /1�2011z10 i2 KING COUNTY, itA Cl l 2" " ,000.00 PnGE-"l OF 001 STATUTORY WARRANTY DEED THE GRANTOR(S), June E. Dohms, who acquired title as June E. Long, a single woman for and in consideration of Ten Dollars and other good and valuable consideration in hand paid, bargains, conveys and warrants to Landfair LLC, a Washington limited riabrlity company the following described real estate, situated in the County of King, State of Washington: LEGAL DESCRIPTION ON EXHIBIT" A " ATTACHED HERETO AND MADE A PART HEREOF. Subject to: This conveyance is subject to covenants, conditions, restrictions and easements, it any affecting title which may appear in the public record, including those shown on any recorded plat or survey. Abbreviated Legal: (Required iffun jai not inserted above.) Tr. 3, Blk 5, McMicken Heights Division No. 2, an unrecorded plat Tax Parcel Number(s): 537980-0040-07 and Levy Code 2326 Dated: July 30, 2012 47 tom, rj� June E. Dohms, by Prkia A. Jarvis, as her attorney in fact State of Washington ) ss. County of I(ing On this 30th day of July 2012 before me personally appeared Patricia A. Long, who executed the within instrument as Attorney in Fact for June E Dohms and acknowledged to me that she signed and seated the same as her free and voluntary act and deed as attorney in fact for June E. Dohms for the uses and purposes therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that the said person is now living, and is incompetent. Given under my hand and official seal the day and year last above written. Dated: July 3a . 2012 Name:41AZI STwrfda StdrpWson Notary Public in and for the State of Washington, residing at Kent My appointment expires: April 29, 2014 STEPy��vy�ri Order Number 0114"101 Lu�__ LPa 10-M 10 Page 1 of 2 xOis6go2V2.4fco&-MN142@VMftON886mate general location of the pr s1yv6f10ut actual surveys jgkWefthrM;libOY414 goKwjo.ft ¢l tp51 EXHIBIT "A" LEGAL DESCRIPTION Beginning on the North line of Section 27, Township 23 North, Range 4 East, W.M., distant North 89' 57 10" West, 2156.10 feet from the Northeast comer of said Section 27; Thence South 0' 15 50" East 305.40 feet; Then North 89' 59' 10" West 150 feet; Thence North 0' 15' 50' West 305.40 feet to the North line of said Section 27; Thence along said North fine South 89' 59' 10" East 150 feet to the point of beginning; Except the North 30 feet thereof for road purposes. (Being known as a portion of Tract 3, Block 5, McMicken Heights Division No. 2, an unrecorded plat) t.P810-0501 Page 2 of 2 -d&i-%69@2V24foD&-MM14209afto@088&nate general location of the p phut actual surve YC3tK 3IL 1�#�Mepu(filadtli1701'4f<¢ PicK-A%:U 4)ST CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX.- (206) 431-3665 E-mail: planning@TukwilaWA.go SHORT PLAT RECEIVED OCT 2 9 20121 FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: File Number: L. j a — O��4 Application Complete Date: Project File Number: Application Incomplete Date: Other File Numbers: �� a �Irz1+z, NAME OF PROJECT/DEVELOPMENT: Landfair 2 Short Plat LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 4237 S. 160th Street, Tukwila WA 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 5379800040 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Han Phan, PE Address: 5130 S. 166th Lane, SeaTac WA 98188 Phone: (206) 229-6422 FAX: E-mail: pbg.engr@yahoo.com Signature: / Date: 0/2 0�2r9 /Y H:V.and Use Applications in PDF\Short Plat-Jan2011 for PDF format.doc RECEIVED } OCT, 9 9 20121LANDFAIR 2 SHORT PLAT DEVEELOPC�dT PROJECT SITE 4237 — S. 160TH STREET - TUKWILA, WASHINGTON 98188 i gg a� NW1/4 NE1/4 SEC. 17—T23N—R4E W.M.7 7 c -. S •adai St ay � � &:xnAcY e'w: � R D:, 3. Ly h 'i Ake i. y L 5 'bm st s •p,G'h Ln yW 3,x c Jwp,-i 1dtM a, ,^ ii 5atl'li :.. E a p s 17o& St R i:R.J, St t LEGAL DESCRIPTION - - - - -- _ BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89.59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 0015'50` EAST 305.40 FEET; THENCE NORTH 8959'10' WEST 150 FEET; THENCE : • y'` s'.72" a S.;,m,;;l " o3ro �ra5� NORTH 0015'50' WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27. THENCE ALONG SAID T4:. -.— NORTH LINE SOUTH 8959'10' EAST TO THE POINT OF BEGINNING; .`, VICINITY MAP EXCEPT THE NORTH 30 FEE THEREOF FOR ROAD PURPOSES.<'� SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON N --. _ NTS LOT 1 VERTICAL DATUM DATA WAREHSHOWN OUSE. ON THIS IS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY WSURVEY [ j� if... I LEGEND POINT ID NO. 93V-521 I `� l . • I C` THE MARK IS A BRASS DISC WITH PUNCH IN MONUMENT CASE AT THE INTERSECTION OF S 160TH STREET AND 51ST AVENUES PROPERTY LINE ELEVATION: 297.89 FEET (90.797 METERS) NAVD 88. EFncn=iiFr. -�-y -- L ` &.es(iccFe` - - - - - - - - - - - - - ADJACENT PROPERTY LINE 2O' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR fFeF7FEF:F '•I INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. ' - — ROAD CENTERUNE/ROW CENTERLINE TAX PARCEL NUMBER - - - - - '. fi ,`=' I DRAWING INDEX - - ROWLINE .I REFERENCE SHEET NO. DRAWING TITLE 5379800040 Ij - — — — — — - PROPOSED EASEMENT LINE CV COVER SHEET NOTES - _ ' EC1 CLEARING AND TESC PLAN AND DETAILS — PROPOSED WATER SERVICE LINE 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED CITY OF TUKWILA STANDARDS AND 2009 �� . ,. i'! I PROPOSED SIDE SEWER L'NE KCSWDM WHICH ARE HEREBY REFERENCED AS' PART OF THESE PLANS L_� _ • �; ; ; PGl ROADWAY PLAN, PROFILE AND SECTIONS -—O—O—O—O—SILT FENCE 2 THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING - �'--- I DRi DRAINAGE PLAN AND DETAILS CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING INLET PROTECTION CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY SITE SURVEY &MAP%NG, INC. DATED MAY, 2012 THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING I UTILffY PLAN PROPOSED CATCH BASIN TTPE 1 FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS IF CONFLICTS LOT 4 _ 1. ' 1 CORNER SET ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY �-- I• SN1 STANDARD CONSTRUCTION NOTE PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT •' -_, ! 0 WATER METER EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HEM,,,. SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND...„;,;i m CLEAN OUT SURVEYOR AND SUBMIT IT TO THE OWNER FOR RENEW. LOT 3 3. CAUTION — NOTICE TO CONTRACTOR LOT 2 C _ _ _ _ _ _ PROPOSED INFILTRATION TRENCH LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE - - - - 1 - - - - ASPHALT PAVEMENT . CONTACTS UTILITIES 30H04120NTAL GRAPHIC SCALE 15 0 15 30 CONCRETE PAVEMENT 1 inch = 30 ft. - APPLICANT: CIVIL ENGINEER SURVEYOR WATER SEWER: POWER: GASH TELEPHONELLLLLLIL GRASSCRETE PAVEMENT OWNER PSG, LLC SITE SURVEY d: MAPPING, INC. HIGHUNE WATER DISTRICT VALLEY VIEW SEWER DISTRICT PUGET SOUND ENERGY PUGET SOUND ENERGY OWEST CALL 48 HOURS 2415 - 62ND AVE SE 5130 S. 166TH LANE 10115 - 214TH AVE NE 23828-30TH AVE SOUTH 3460 S. 148TH STREET, SUITE 100 1-88C-321-7779 1-888-321-7779 1-800-526-3557 MERCER ISLAND, WA 98040 SEATAC, WA 98188 REDMOND, WA 98053 KENT, WA 98D32 SEATTLE, WA 98168 BEFORE YOU DIG (206) 339-5973 (266) 446-1292 (253) 298-4412 (206) 592-8924 . (206) 242-3236 CONTACT: CAD HUYNH CONTACT: HAN PHAN, P.E.CgBLMCAST E: 1-800-424-5555 CONTACT: THOMAS WOLDENDORP, P.L.S. C ABL 1-866-771-2281 N0. DATE BY REVISION DESCRIPTION M250o 10-15 2012 ""` PROBE LLC ISSUE DATE REFERENCE LANDFAIR 2 SHORT PLAT SHEET NO. �H. p J "�O _I_I `J 4237 - S. 160TH STREET CV DESIGNED BY: H. H. PHAN 't�°t T Land Planning Civil Engineering DRAWN BY: H. H. PHAN "~' s SeaTac WA 9818`�'� TUKWILA, WA 98188 SHEET CHECKED BY: ` T (206) 229-6422 1 PROJ. MNGR: �$2616 4�7— Q oa� COVER SHEET OF 6 SHEETS JOINTS IN FILTER FABRIC SHALL BE SPLICED DESIGN AND INSTALLATION SPECIFICATIONS - AT POSTS USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2' X 2' X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. 1. THE GEOTIDMLE USED MUST MEET THE STANDARDS LISTED BELOW. A COPY OF THE MANUFACTURER'S - - - - --- - FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE $ N J �. �L"'V__ .�.w.•. 30-100 SIEVE SIZE S AS 51 50-100 SIEGE SIZE -0.1�m FOR OTHER FABRICS (o: Sm > OCT S.166-M-" R 2 9 2912 _. WATER PERMITnVITY (ASTM D-4491) = 0.02 SEC-1 MIN. .F .,....: n. ' of r� �3Q+-0�r �: 2 • t - - I I I I - " 11 L' -; {I I T . ' o FILTER FABRIC __ GRAB TENSILE STRENGTH (ASTM D-4632) = 180 LBS MIN. FOR EXTRA STRENGTH FABRIC •" { i Y 100 LEIS MIN. FOR STANDARD STRENGTH FABRIC DEVELOPI:E hIT ... _. - -�y� II II �1.if T - LL 10 ROgCERY 34.5 % I) {f{ { I - r -UNDISTURBED GROUND33 GRAB TENSILE ELONGATION (ASTM D-4632)= 30% MAX. ,�,5S�� - W ...ti ' /\ o .: -- ' I / -II------------ it - --------- -- --- II II ' a / \ �I< ULTRAMOLENT RESISTANCE (ASTM D-4355)= 70% MIN. 2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE -- -"• - `U.. U U� BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD - N89°l0'00"W 150.00 e 'ri ; r PERFORMANCE WARRANT A STRONGER FENCE 4' MIN 3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H.1V. ----- 6 MAX. POST SPACING MAY BE INCREASED MAINTENANCE STANDARDS - 8 IF WIRE BACKING I USED TO S BACKFILL TRENCH WITH NATIVE SOIL 2' X 4' WOOD POSTS. STEEL FENCE POSTS, OR 3/4" - 1.5' WASHED GRAVEL 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. EXISTING HOUSE ,s�a_ N - NOTES REBAR, OR EQUIVALENT TO REMAIN 9 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE.TO A:aiDIMENT TRAP OR POND. ° SILT FENCE DETAIL 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCING CLOGGING AND BARRIERTHEN CA ELIZAn PARALLEL TO THE FENCE IFTHISOCCURS THE FENCE AND OR REMOVE THE TRAPPED SEDIMENT. ,•..- - .-' I .. .N �s ." B PER 2009 KING1 COUNTY SWAM FIGURE D.3.3.A - ......_ L .._� •„ SCALE: NONE 4. SEDIMENT MUST BE REMOVED WHEN IT IS 6, HIGH. ---SHWOUT PAVEMEDfF _ (18,060 SQ. Ff) ;;�. ' ,,,`, 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO THE ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. l EXISTING GOONCRETE oo ._.... 0 4„PAVEMENT o REM"" Z SEQUENCE OF CONSTRUCTION: NOTES: AccEss/tinunEs I- ' Tw - -25' I EASEMENT__-- I 1. FLAG AND STAKE CLEARING LIMITS 1. SEE SHEET CV FOR LEGEND. 2. INSTALL EROSION CONTROL MEASURES (SILT FENCE, ETC.) 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. - .. ./ 3. FIELD LOCATE ALL UTILITIES. 3. SEE SHEET SNt FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES �� ° 1 IYP� '.� - 4. INSTALL CONSTRUCTION ENTRANCE - MAINTENANCE STANDARDS ... _..._ ., . - .... ,. I - 3 '� 6 TYP :; 'L,' • • .. 5. CLEAR AND GRUB SITE ' _ • '' 6. GRADE THE SITE. 1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED U 2 lYP ``" :.,• '� - ........... - . ,� . `'JJ IMMEDIATELY.WATER. AND ALL SEDIMENT MUST ', 3 7. INSTALL SIDE SEWERS AND OTHER SITE UTILITIES; DISPOSED OF AIMEFINLL ON SITE OR HAULED OFF N89°1 0"1 I50. cr,a„ce: PROVIDE CATCH BASIN INLET PROTECTION AT THE NEW OR EXISTING INLET LOCATICNS. 50.00' 50.00' I 50.00, S 8. CONSTRUCT BUILDING STRUCNRES. - 2. ANY SEDIMENT IN "HE CA BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE THIRD Qi-THE AVAILABLE STORAGE THE FILTER MEDIA FOR THE / r- - - - - - �- - r - - - - - - - -= - •`• 9. REMOVE TEMPORARY EROSION CONTROL FACILITY UPON STABILIZATION OF ENTIRE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. .., PROJECT SITE, AS APPROVED BY THE CITY OF TUKWILA. 3. REGULAR MAINTENANCE IS CRITICAL FOR CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WALL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. _ - W- - 4 CLEARING AND TESC CONSTRUCTION. NOTES: 3 ,1 3 Z23 I'� Oj INSTALL SILT FENCE, SEE DETAIL 1. - - CATCH BASIN ATE INSTALL INLET PROTECTION, SEE DETAIL 2. _.... w DEMOLISH EXISTING SHED. DEMOLISH EXISTING GARAGE I� •. O REMOVE EXISTING POOL AND CONCRETE PAVEMENT. \\�� OVERFLOW ©REMOVE EXISTING TREE k• " _ / O7 EXISTING TREE TO REMAIN. \\ SOLID WALLS I "' ......, uu - - _ o , o - © REMOVE EXISTING CONCRETE PAVEMENT.- / TERI G \ FILTER MEDIA FOR DEWA N N _ _ .. .. REMOVE EXISTING RETAINING WALL. - / \ _ o �`.�•.:a LOT-2 � ,D REMOVE EXISTING SIDEWALK &DRIVEWAY ENTRANCE. ��. x (7,750 SQ; q!) : a LOT 4 LT %� `\\ ` (7,750 SO, -FT) (7,7 SQ< Fr POROUS BOTTOM \\\ \ EARTHWORK VOLUME ESTIMATES CATCH BASIN INSERT ' LOCATION CUT (CY) RLL (CY) CATCH BASIN SEDIMENT CONTROL r \ , PRIVATE ROAD, UTILITIES, 120 20 NOTES INFILTRATION & DISPERSION TRENCHES - THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. 50. ' CALL 48 HOURS s°.00' 500° / ' N °10'00'W ]50. � - - - - - BEFORE YOU DIG HORIZONTAL GRAPHIC SCALE - INLET PROTECTION DETAIL r 20 10 D D 20 1-8U0-424-5555 PER 2009 KING COUNTY SWDM FIGURE D.3.5.F c;✓cV 1 inch = 20 ft. SCALE NONE N0. DATE BY REVISION DESCRIPTION OB NO. R1G�0 G ISSUE DATE 10-15-2012 oY sk ,e gee y J N P Land Planning Civil 5130 Sout VVh 16 BLene r r ( nL L C LANDFAIR 2 SHORT PLAT . 4237 - S. 160TH STREET TUKWILA, WA 98188 REFERENCE SHEET NO. EC1 DESIGNED BY: H. H. PHAN DRAWN BY: H. H. PHAN SHEET CHECKED BY: \ 2s,���� QSsroxeL �°� � _ T (206) 229-6422 o 6 CLEARING AND TESC PLAN AND DETAILS PROJ.MNGR: SHEETS -- -- -- - -- -- -- -- -- z ROCKERY WALL Iz SANITARS SEWER HIGH MAX.)_...._........._.. F7........_.�.. ...—_ ._.......... .. g (3.0� q 3. _ _ VARIES 20' SAW a 26_s.F9' 14.3' pppp 10.0' PVT. ACCESS ROAD 10.0' 1 � --- _N^i'IU'U{I - $�QQ V--_-"_-'- 4,__-'"-�- -- o SS S>' =F 2' CUSS R ASPHALT CONCRETE S 2% • )— 1 Y — —p -_t . —R :_ iJ __..— P 1 .` r j A.l.• �S N89°10Y10'YV'-'-j�5' SUBGRADE SHALL BE COMPACTED - - -a ,•' � x•1ii� 1 _ �^-J EXISTING GROUND R�30.0' :9 - - - 6' COMPACTED DEPTH g -...._---'------ _A ^14 �, CRUSHED SURFACING BASE COURSE F% TO 95x MAX DENSITY T r.l - \` D SE — - : � ; ' � PVT. ACCESS ROAD CTION A A zo'BseL SCALE NONE ... " DUSTING HOUSE . N TO REMAIN , R=30.0' V` y: W IOU --- ASPHALT PAVEMENT4`> I ', I? _ v<fi Ex CEMENT CONCRETE {j , t ^ r` 4i 25.0' .._._. PAVEMENT _ .,-1. " 4 LOT 1:___ — v . PVT. ACCESS ROAD (18,060 SQ. F'f T o W, 10.0' 10.0' `n u4c ST RT LLi= •n' �; .o ';, ouLL ,LalNc --� IIIJIII .8 IM 11 RI'L'.a' l: T. " �� ���. 1 1 0 ` `.. 1.0, 465.i IL.. +� EXISTING GROUND er• m 451.1' I �) t > 8 a FLOW UNE _ ..: if 2% .Af-" L-- ACCESS/OUTIES I • I S.O' y I 75.0' EASEMENT.- Enu 0* 1 . ' I`k ` 2' CLASS B ASPHALT CONCRETE < �SPHALT PAVEMENT 1"• SJ8GRADE SHALL BE COMPACTED 1 # t 6" COMPACTED DEPTH - - �� TO 95% MAX. DENSITY <.. o CRUSHED SURFACING BASE COURSE D 10 asaL T)v` ` SQL • ; c . END PAVING.- "\.`. N ) 2X -- ' .. PVT- ACCESS ROAD SECTION C-C t.9*10'00'W 150.00-�yt.( Rn�•�. GRASSCRETE SCALE NONE 50.00' j 5000 SO � � PAVEMENT t Sl+QOy • " (TURFSTONE) ---T — 20'BSBL a't • DR VEWAY I• J a r Ysls� DRIVEWAY . I O 1 I-'k"NY•. o v, _- 00 I H L X. .. •I i 4 .'. ?.. '. .•DfNVEWAY.,. END B1ViNG II + O ,l .. E L.E I: PIO LOB .2 i - LOT 4 F� L °. T 3- _ (7,750 SQ. FT-) (' I (7,750 SQifT) I ( (7,Z;5 SQ. FT) '( InOI IL: 6•�p(r I� - Tnl IMj..�.J�--�Y•�+N+yTr`.;,�,`f 1o'�aL 101ML 10' ftSBL —' r _ — _ —I •,,,,, 50.00, i 50.00, i' N89'10'00"W 150.00' v�P ' P DATE C ,y'' REVISION DESCRIPTION 1 1/2- SAND I I I EXISTING GROUND EX CEMENT CONCRETE PAVEMENT SAWCUT &MATCH EXISTING TURFSTONE (MUTUAL MATERIALS) 6" CRUSHED ROCK (%7) (3)rX23%-X1534') SUBGRADE SHALL BE COMPACTED TO 95% MAX DENSITY PVT. ACCESS ROAD SECTION B-B SCALE: NONE I � EXISTING GROUND 2% 2% 2' CLASS 8 ASPHALT CONCRETE 6' COMPACTED DEPTH SUBGRADE SHALL BE COMPACTED CRUSHED SURFACING BASE COURSE TO 95% MAX DENSITY PVT. ACCESS ROAD SECTION D-D SCALE NONE 114 468 460 '--._._._.._.._._...._......._.........--- ._...___.._...._..... '^'----"---- zr pz N �O '- --....__.ss� 1 1 ..---....._....._..........___....._...._..�.-'^ O i --'------- N -----'—.._.._...... 456W� — -- — -- a --- 452 �,t�,I----- N �----------'----'-----'-"--____.....-_-----1-did--ro'>�--- V i...__.. a--------..-._...-----.._._ --'---------.._.._.......... -; ........... ..._.. _ 444 --_ __.__--. EASTING GRADE DISH GRADE t 440 ....._....-..---'-PN-ST'A-...._..'t0i17:86-I.........._..._.._...-...--....._..........._._............{jr...._ EXISTING GRADE_.(��_._�_ .....FINISH GRADE_(T�)._..._......_...._................_...._......................_..._.........._........_.._._...._ ---_-FACE_OF_CURH_(FJJ) W�NE)-...------ ... __._—._.._..._....-....J.... -...-�-- � -'-' --- •--- —'-' - -'-----'---� 428 �' 10+00 CONSTRUCTION NOTES: O1 CONSTRUCT ROCKERY WALL Q CONSTRUCT 20' WIDE DRIVEWAY APPROACH PER CITY OF TUKWIU STD. DRAWING RS-08A. l CONSTRUCT 18' X 18' PARKING AREA (GRASSCRETE) FOR LOT 1. - - - - - - Q4 CONSTRUCT 1.0' WIDE ASPHALT THICKENED EDGE. HORIZONTAL GRAPHIC SCALE OS INSTALL STREET SI GN AND POST PER CITY OF lUKW1U STANDARDS 20 10 0 10 20 t� INSTALL 'NO PARKING FIRE LANE' SIGN PER lUKW1U FIRE DEPARTMENT STANDARDS 1 inch = 20 IL IDINSTALL MAILBOX STRUCTURE PER CITY OF TUKNIU STD. DRAWING RS-06. JOB N0. ISSUE DATE R12500 10-15-2012 �` `• �42616 eCIST�� 9IORAL DESIGNED BY: H. H. PHAN DRAWN BY: H. H. PHAN CHECKED BY: PROJ. MNGR: RO n QQ,A: ZIND r ^� SV CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE P-PB QUE LLC-' LANDFAIR 2 SHORT PLAT SHEET NO. tand Planning - Civil Engineering 4237 - S. 160TH STREET PG1 5130Smith Lane SeaTac, WA 981N TU KW I LA, WA 98188 SHEET T (206) 229-6422 ROADWAY PLAN, PROFILE 3 OF AND SECTIONS 6 SHEETS 11+00 PVT. ACCESS ROAD PROFILE 2+00 HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 1 inch = 20 fl. 1 inch = 10 1t. NOTES: 1. SEE SHEET CV FOR LEGEND. 2 CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET SN1 FOR STANDARD CITY OF TUKIWLA CONSTRUCTION NOTES m _m DATE REVISION DESCRIPTION -CB /1-TYPE 1 PER KC STD. FIG. 7-003 W ANED GRATE & �.---EP- gL%WAT172 SARTOR W/FINE MESH -SCREEN STA 50+10, CL SEE DETAIL 4. 480 476 472 468 464 460 456 452 448 444 440 436 432 O 480 --- STA 50+10.00, -- -�-� 47 j - -3_VL_ACCcSS1 OAD RIM ELEV=450.32 _ . LOTS 3 & 4 ROOF, F OTING --MFILTRAITON ENCH, IN_FlLIRATION 7REr!(%1 IE_WT LW)=447.00 4WX50LX21 _ 0 �a 47 4 W X 46 L X-21i - - -. BOTTOM ELEV 44600).. o} (BOTTOM ELEV=M16-Do)- .-- o_ N 46 _ _ CB ij3 TYPE 1 a r.. #2- TYPE'1 -STA 86-CL —.S0+72 -- .. q6. STA 51+17.80, CLI �� � i- RIM ELEV=450,80 ` RIM-ELEV=45178---_ IE-IN-(S)~i47 25--. -_. —y - 461 IE IN (S)=447.25 ---� IE OU7 E) 447.-Of1 c a aft -IE-WI-(W)=41700 --- - -2. X 7 - 444 I... - _..-. - ._._.�_�_ �FIN:ISH 44, GRADE SQUD,. _ _ _ ��'---_ � ��� ___ _ 2 �L-6'- a .$DUD aaf - ADS N12 0 0.09 ADS N12 0.0% IXISIING GRADE f---- —'1 - -.-- L_6- 2.- FL$Q III --- ADS N12 0 O.OX .--- .-- ---- 43( ADS N12 0 r---- - 0_0% ADS N12 O O.OX 41 I Y � S,+OD SG+DD DRAINAGE PROFILE HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 1 inch = 20 ft. 1 inch = 10 ft. T NISHED GRADE PROPOSED PVT. ACCESS ROAD SECTION SEE DETAIL ON SHEET PG1 -6" MIN. GRAVEL BACKFILL N i WRAP WASHED ROCK ENTIRELY X WITH FlL<ER FABRIC 1'+ ,-• „ WASHED ROCK 3/4" -- 1 1/2- 6- RIGID PERFORATED PIPE (ADS N12) LAID LEVEL. (TYP) ROOF / FOOTING AND PVT. ACCESS ROAD INFILTRATION TRENCH DETAIL _ SCALE NONE CONSTRUCTION NOTES: Q CONSTRUCT (2'W x 101 x 1.5'D) DISPERSION TRENCH PER DETAIL 3 0 BUILDING PERMIT. Q CONSTRUCT (2'W x 20'L x 1.5'D) DISPERSION TRENCH PER DETAIL 3 -0 BUILDING PERMIT. Q CONSTRUCT (SW x 32'L x 2'D) INFILTRATION TRENCH PER DETAIL 2 0 BUILDING PERMIT. ® INSTALL 12 LF 6" PVC SO ROOF/FOOTING STUB 0 2.0% MIN. QS CONSTRUCT (2'W x 301 x 1.5'D) DISPERSION TRENCH PER DETAIL 3. Q CONSTRUCT (,VW x 48'L x 2'D) ROOF/FOOTING INFILTRATION TRENCH FOR. LOTS 3 & 4 PER DETAIL 1 (2) CONSTRUCT (4'W x 50'L x 2'D) PVT. ACCESS ROAD INFILTRATION TRENCH PER DETAIL 1. © INSTALL 2 LF OF 6' SOLID ADS N12 0 O.00X 1. SEE SHEET CV FOR LEGEND. HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET SN1 FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES. 1 inch = 20 ft. JOB NO. ISSUE DATE T1 R 12500 0-15-2012 lA DESIGNED BY: H. H. PHAN etvoe , �~ ' \ Y2815 ft'tSTE8�`,tydL 70NAL DRAWN BY: H. H. PHAN CHECKED BY: PROJ. MNGR: PLAN VIEW A -4-j NTS ROOF D ROOF DOWN SPOUT WITH - WASHED ROCK 3/4- - 1 1/2' OVERFLOW WYE AND 6" RIGID PERFORATED PIPE 0 0.0% - SPLASH BLOCK EXISTING GROUND -�----- / - 4' SOLID PIPE C3 zo Vc: '`: --f WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC 6' RIGID PERFORATED PVC PIPE H ,I LAID LEVEL (TYP) _ 3.0' WASHED ROCK 3/4' - 1 1/2' ROOF / FOOTING INFILTRATION TRENCH DETAI� SCALE NONE GRATE PVT. ACCESS ROAD & DRIVEWAY OIL COLLECTION FINISH GRADE I TO INFILTRATION TRENCH 2X c L - - - - - - - - - N SEDIMENT COLLECTION CATCH BASIN z 3 ROAD OIL / WATER SEPARATOR CB SCALE NONE 4 .'.24•.., WASHED ROCK 3/4" - 1 1/2' - CALL 48 HOURS DISPERSION TRENCH DETAIL BEFORE YOU DIG SCALE: NONE 3 1-800-424-5555 PB G LLCM LANDFAIR 2 SHORT PLAT REFERENCE �' J___1 J 4237 - S. 160TH STREET PG1 Land Planning •Civil Engineering SeaTac, WA 8188LLNe TUKWILA, WA 98188 SHEET T (206) 229-6422 DRAINAGE PLAN, PROFILE OF AND DETAILS SHEETS i E I 0 M K Si. . . 16V100 1 1 '...� •Rr` - '._ \ 198+00 CONNECT T +SEXIER 5TUB 0 EX SIDE DEPTH 9 0 w _..._..— ,� 3 411, .,. _... _ FIELD VERIFY - - - - - - � - N89 10'00"WEXISTING HOUSE N TO REMAIN u 118 LF 6- PVC SIDE SEWER LOT 1 �•',, (18,060 SQ. FT) " h F,, I 4 N —2$' accEss/ununes' - .' 89 LF 6' PVC SIDE SEWER 0 3:0R EASEMENT_- - z J `;30 LF %' WATER r .z SERVICE LINE FOR LOT + Zb Lott"sLtt°t . . QQ_.. �, .. N89°1n'n/1f'IW 1ST nn' 6- L OUT7, a; DATE I BY I REVISION DESCRIPTION TRENCH & PATCHING NEW 1' WATER METERS - FOR LOTS 2,3&4 TO BE INSTALLED BY HICHLINE WATER DISTRICT -- - ---- .. ., P - - 22.5' BEND -UTIUTY TRENCH (POWER, GAS, CABLE & TV) DEPTH=6.0' ' 14 LF 6 PVC SIDE SEWER 0 3.0% 21 LF 6' PVC SIDE r i �`S€WER STUB 0 2.0R ' 215 FF '1)J"WA ER t `•"�2 ' i -SERVICE IJNE .' :.....:..............: FOR LOT 3 - 66 LF 6' PVC SIDE SEWER STUB f 0 7.5% I O 4 165 LF 1V WATER SERVICE LINE FA LOT 2 DEPTH=5.0 ry T R ...',• 2 r : LOT 'G •Z, LOT :3. (7,750 SQ. Ff) (7,75P 5Q. FT) - i JOB NO. ISSUE DATE OP�2012 DESIGNED BH. HO DRAWN BY: H. H. PHAN CHECKED BY: PROD. MNGR: e .TA A e1 �42815 (b 1CIs7E8�`.�W ,ORAL �G SAWCUT EXISTING ASPHALT PAVEMENT ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH - SAWCUT NATIVE SUBBASE-] 6TT'12�11�"� ,s�.,:.Y` �Yf`Yy -8. `EXISTING BASE 7 L� i)5/8' MINUS COMPACTED CRUSHED ROCK OTHERWISE ORDERED BY THE CITY TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTE& 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. PAVEMENT RESTORATION DETAIL PER CITY OF TUKWILA STANDARD DWG RS-03 SCALE NONE NOTES: 1. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET SN1 FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES. 4. ALL UTILITIES TO BE UNDERGROUND. 5. CONTRACTOR TO COORDINATE WITH VALLEY VIEW SEWER DISTRICT FOR SIDE SEWER, HIGHLINE WATER DISTRICT FOR WATER SERVICE LINES AND PSE FOR POWER & GAS CALL 48 HOURS BEFORE YOU DIG HORIZONTAL GRAPHIC SCALE 1-800-424-5555 zo 0 0 10 20 1 inch = 20 ft. PBG,, LLCM Land Planning . Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 0 y 3 oc LANDFAIR 2 SHORT PLATREFERENCE SHEET NO. 4237 - S. 160TH STREET UT1 TUKWILA, WA 98188 SHEET UTILITY PLAN 0 SHEETS m m a i 0 (CITY OF TUKWILA) GEN _ SAL: (CITY OF TUKWILA) WORK IN RIGHT-OF-WAY: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433* 0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. 3. REQUEST A PUBLIC WORK UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170.A 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 OPERATIONS. 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER, THE ENGINEER, 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D AND THE CITY OF TUKWILA. 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL. A LICENSED SURVEYOR SHALL REPLACE 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY DISTURBED MONUMENTS AND MARKERS. THE PUBLIC WORKS DIRECTOR. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF -PERMANENT IS BLOCKED. TMC 11.08.220 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE, TMC 11.08.220 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11, STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. (CITY OF TUKWILA) STORM DRAINAGE NOTES: 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. (CITY OF TUKWILA) GRADING AND EROSION CONTROL NOTES: 2. MARK ALL STORM DRAIN INLETS WITH 'DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 1. THE EROSION PREVENTION AND SEDIMENT (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE O 0 OPERATING. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. APPROVED PLANS.( � 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE A WIRE OR OTHER DETECTION DEVICE AND MARK "STORM' "DRAIN". $ ESTABLISHED. STUB -OUT LOCATION WITH A 5-FOOT 2" X 4" STAKE, BURIED 4-FOOT AND LABELED OR C -� cC 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKDED FOR fV SEVEN DAYS OR MORE. O y 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR - TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. (CITY OF TUKWILA) UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES IN A TRENCH WITH A 5 FEET MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST AL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHT-OF-WAY OR EASEMENT AFTER ASPHALT PAVING. (CITY OF TUKWILA) PAVEMENT RESTORATION 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFIWNG OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. NO. DATE BY REVISION DESCRIPTION �JOB NO. 2500 ISSUE DATE 2012 �• .�NYp u 6 gtie s P �G1, LLCM � Land Planning . 00 Engineering 5130 South 166th Lane SeaTac, WA 98188 LANDFAIR 2 SHORT PLAT 4237 - S. 160TH STREET TUKWILA, WA 98188 REFERENCE SHEET NO. SN1 DESIGNED BY: H. H. PHAN DRAWN BY: H. H. PHAN SHEET CHECKED BY: T (206) 229-6422 OF 6 STANDARD CONSTRUCTION NOTES PROJ. MNGR:?go SHEETS IV 0 m G 1J1,VLLA, `q� City of Tukwila LANDFAIR 2 SHORT PLAT _ (VOLUME PAGE Department of Community Development o 6300SouthconterBcalevar4 Tukwila, WA98188 A PORTION OF THE NW 114 OF THE NE 114 OF lr Telephone (206) 431-3670 FAX (206) 431-3665 E-mall: tukplanrafthwilawamis SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST i SHORT PLAT NUMBER L12-034 DECLARATION Know all men by these present that we, the undersigned, owner(s) In fee simple of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided In any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the *se consent and in accordance with the desire of the owner(s). In witness rsof/w_e/have sat our hands and seals. N� Name: Name: d LLName' STATE OF WASHINGTON Courtly of King On fink day personally appeared before me (%6S 3i�� NF rN d� ct� kmy�1gs . to me known to be the Individual who executed the within and foregoing instrument and acknowledged that he/she signed the same as Mother voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this l day of AM�{ L , 20 1_j, oQ ' o r�11tf�,- Signature: }- , Name as commissioned: LGmvj V . -;:-)Q N t G rlvl i Title: � �.1 'YtA& A 08 My appointment expires: NN• 4U 112I 0 STATE OF WASHINGTON County of King On this day personally appeared before me to me known to be the individual who executed the within and foregoing instrument and acknowledged that he/she signed the same as hialtwr voluntary act and deed, for the uses and purposes therein mentioned.. GIVEN under my hand and offk11a1 seal thb day of . 20 Signature: Name as commissioned: Tide: My appointment expires: 1A.3Z141-i11:i1a1]3i3iqzi: IL4 g,01I� I TWoMAS 7' S . registered as a land surveyor by the State of Washington, certify that thii plat Is based on an actual survey of the land described heroin, conducted by me or under my supervision; that the distances, courses and angles are shown hereon correctly; and that monuments other than those monuments approved for setting at a later date, have been set and lot comers staked on the ground. as depicted on the pint TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of 20/4-_ ChairpersoA STmrt SjbdMAbn Committee SURVEY IN NW 114 OF NE 1/4 CONFORMED COP�1 OF SECTION 27 T. 23 N.,R. 4 E., � W.M., IN KING COUNTY, WASHINGTON 20140422900002 PEG LLC 001 OF i SPn 143.00 902 64/22/2014 14:14 APPROVALS NG COUNTY FINANCE DMSION I that all properly taxes are paid and that a de has made in sufficient amount to pay the for the following , i vet then are no delinquent a sal assessments certified Is office for collection; and thi4,all special nts on any of the property heroin dad tsd as 'afro a8eya, or for other public use are paid In fu 20 King9'ounty Treasurer Deput"ng pd(inty Treasui ar 1 KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Department of Assessments this day/of ,- 20�. 6��+0 Ki g County Assessor Deputy Assessor Parcel Number(s): 537980-0040 OWNER(S): ORCAS HOMES, LLC ADDRESS: 3401 RAINIER AVENUE S, SUITE B SEATTLE, WA 98144 LEGAL DESCRIPTION (NE1M LOT 1: THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89-5710' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00'1650" EAST 305.40 FEET, THENCE NORTH 89'5W1O" WEST 150 FEET; THENCE NORTH 00'15'50" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'SWI0" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; . SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS,. EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT, THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, SOO.33120"W, 175.40 FEET; THENCE N89-10'00"W, 25.00 FEET; THENCE NOO'33'20'E, 15.10 FEET, THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89.10'00'W, 105.10 FEET; THENCE NOO.33'20'E, 24.00 FEET; THENCE S89'1900"E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE NOO.33'20-E, 56.30 FEET; THENCE N14'48'05"W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN S89'10'00'E, 36.00 FEET TO THE POINT OF BEGINNING. FURTHER SUBJECT TO A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT.1 OF THIS SHORT PLAT. LOT 2- THE EAST 50.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89.59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00*16'50` EAST 305.40 FEET, THENCE NORTH 89'5VIO" WEST 160 FEET; THENCE NORTH 00'15'50" WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89*59`10" EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, SOO-33'20"W, 175.40 FEET; THENCE N89'10'00"W, 25.00 FEET; THENCE N00'33'20'E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89-10'00-W, 105.10 FEET; THENCE NOO'33'20"E, 24.00 FEET, THENCE S89.IOWE, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE NOO'33'20"E, 56.30 FEET; THENCE N14'48VS"W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN S89'10'00"E, 36.00 FEET TO THE POINT OF BEGINNING. FURTHER TOGETHER WITH A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF THIS SHORT PLAT. LOT 3: THE WEST 50.00 FEET OF THE EAST 100.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'59'10' WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27: THENCE SOUTH 00'1550" EAST 305.40 FEET; THENCE NORTH 89'59'10' WEST 150 FEET; THENCE NORTH 00'15'50- WEST 305.40 FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'6710' EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00'3320"W; 176.40 FEET; THENCE N89'10'00'W, 25.00 FEET; THENCE N00'3720'E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89'10'00"W, 105.10 FEET; THENCE NOO'3320'E, 24.00 FEET; THENCE S89-10'00"E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE NDO'3320"E, 58.30 FEET; THENCE N14'48'05'W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN S89'10'00'E, 36.00 FEET TO THE POINT OF BEGINNING. FURTHER TOGETHER WITH A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF THIS SHORT PLAT. LOT 4: THE WEST 50.00 FEET, EXCEPT THE NORTH 120.40 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M.,DISTANT NORTH 89'59'10' WEST, 2156'10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOUTH 00.15'50' EAST 305.40 FEET; THENCE NORTH 89'59'10- WEST 150 FEET; THENCE NORTH 00.1510" WEST 30SAO FEET TO THE NORTH LINE OF SAID SECTION 27; THENCE ALONG SAID NORTH LINE SOUTH 89'5710* EAST TO THE POINT OF BEGINNING; EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES; SUBJECT TO AND TOGETHER WITH A PRIVATE INGRESS, EGRESS AND UTILITY EASEMENT OVER THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF THIS SHORT PLAT; THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 1, S00'3T20"W, 175.40 FEET; THENCE N89'10'00"W, 25.00 FEET; THENCE NOO'33'20"E, 15.10 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.32 FEET; THENCE N89'10100"W, 105.10 FEET: THENCE NOO'3320'E, 24.00 FEET; THENCE S89'10'00"E, 104.90 FEET; THENCE ALONG A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 20.00 FEET, AN ARC LENGTH OF 31.51 FEET; THENCE NOO'3320'E, 56.30 FEET; THENCE N14'48'05"W, 41.54 FEET, TO THE SOUTH MARGIN OF S 160TH STREET; THENCE, ALONG SAID SOUTH MARGIN 889'19OWE, 36.00 FEET TO THE POINT OF BEGINNING. FURTHER TOGETHER WITH A PEDESTRIAN EASEMENT OVER THE EAST 7.00 FEET OF THE WEST 63.00 FEET OF THE NORTH 116.67 FEET OF LOT 1 OF THIS SHORT PLAT. Site Survey & Mapping, Inc. www.sft*urveymappkg.00m 10115 2140n Ave NE Redmond, We 88053 Prune: 425.298.4412 DRAWN BY DATE JOB NUMBER EFJ 10.10-201z 12-234 CHECKED BY T11W SCALE 1'-W SHEET 1 2 .�JKUU'A' Gy City of Tukwila Department of Community Development 0 6300 Southoenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-WO FAX (206) 431-3685 E-mail: SHORT PLAT NUMBER L12-034 4 FOUND BRASS DISK rrl PUNCH IN MONIMENTCASE a — PRIVATE INGRESS EGRESS. F ecucur MAINTENANCE THIS SHORT PLAT CONTAINS AN EASEMENT FOR INGRESS, EGRESS, PEDESTRIAN AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1.2. 3. AND 4 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1, 2.3, AND 4 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE. REPAIR AND REPLACEMENT OF. IMPROVEMENTS CONTAINED THEREIN. L F 1 nFScjBmMN (OLD) BEGINNING ON THE NORTH LINE OF SECTION 27. TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M..DISTANT NORTH 88.58'10 WEST, 2156.10 FEET FROM THE NORTHEAST CORNER OF SAG) SECTION 27: THENCE SOUTH 00.16.50• EAST 305AO FEET: THENCE NORTH ar w10• WEST 150 FEET: THENCE NORTH 00'15'60• WEST 308AO FEET TO THE NORTH LINE OF SAID SECTION 27: THENCE ALONG SAND NORTH LINE SOUTH MrSVI0' EAST TO THE POINT OF BEGINNING: EXCEPT THE NORTH 30 FEET THEREOF FOR ROAD PURPOSES. SITUATE IN THE CITY OF TUKWI A, COIANTY OF KING, STATE OF WASHINGTON VICINITY MAP LANDFAIR 2 SHORT PLAT A PORTION OF THE NW 114 OF THE NE 1/4 OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST 2S36.70 ——N88'10'00•W IBA,IS BEARINGS) (DEED NES W10`M _ S. 160TH STREET 1 —�� 2156.10 I120858E i \ II b LOT I 'z (10 060 SQ. FT) ]O-NE:STORY HSE (14,743 SQ. FT NET) MAIN)I�'�• 4337 S IWTH STREET I I I L fi J SOW SOW S0.00' 21V AOCESSAnMIr' EASEIABi71PER — AFs: 20140MO00021 F z -- 1.3' Nei I I L S 1.a x yj iLOT 2 >nl g x LOT 4 LOT 3 790 S.51) F N z Q,750 SQ. Ft) I I ( 1MSQ. Fn I I �, �• (6,75) SQ. FT NET) (6,750 SQ. FTWET) 4339 S 160TH STREET 4341 S 160TH STREET 4343 S IWTH STREET d L, 858LL �iaasB(� �10 BSEL� — SOW 1, If 50.00' 50.00' — OWNER(S): ORCAS HOMES, LLC ADDRESS: 3401 RAINIER AVENUE S, SUITE B SEATTLE, WA 98144 N W VOLUME PAGE FOUND BRASS DISK W/ PUNCH W MONUMENT CASE TOTAL LOT SUE 41,309 SQUARE FEET AVERAGE LOT WIDTHS: LOT 1 a 120.40 FEET LOT 2 = 50.00 FEET LOT 3 = 60.00 FEET LOT 4 m 50.00 FEET ONE STORY HOUSE TO REMAIN 1. ALL FUTURE HOMES SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. E 2. FUTURE DEVELOPMENT INCLUDING HOMES ARE SUBJECT TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED BY AGES, LLC ON JANUARY B, 2014. S GRAPHIC SCALE 15 Q 151 30 30 11NCH = 30 FT. n Nerlovm" II 1 I II I z III I /R-3o'ar A d 104.W D�0',84a 24'ACCESSIUTILITY p N EASEMENT ZL tos.10 MW10" R40A0' \A=31.32 D-W43Y0' EASEMENT DETAIL b EASEMENT — gL zs.oa z NeB•i000w w°L. 0•�eq ASite Survey & Mapping, Inc. P4 et c(+� o vnv F : b Aftsweynepong oxn 10115 214th AveNE Redmond, We 88053 Phone:425296-4412 964 DRAWN BY EFJ DATE 10.10-2012 JOB NUMBER 12-234 °lets • LAW CHECKEDBY TNW I SCALE 1•= SHEET 2 ^c 2