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HomeMy WebLinkAboutPermit L06-042 - HEISTUMAN TODD - SHORELINE SUBSTANTIAL DEVELOPMENTTHE HOMESTEAD AT FOSTER POINT 13302 56T" AVE S L06 -042 Fidelity National Title Company of Washington Underwritten by Fidelity National Title Insurance Company 3500 188th St. SW, Suite 300 Lynnwood, WA 98037 (425) 771 -3031 / Fax No. (425) 670 -2109 Direct Line: (425)640 -3510 Toll Free: 1- 800 - 776 -3021 TO: TODD HEISTUMAN ARCHITECT 2734 58TH AVE S.W. SEATTLE, WA 98116 Attention: TODD HEISTUMAN Your Number: Reference Name: TODDLAND LLC OUR NUMBER: 7- 07060524 - Short Plat Certificate Dear Sirs: In the matter of the above described Short Plat submitted for your approval, this Company has examined the record of the County Auditor and County Clerk of King County, Washington, and from such examination hereby certifies that: TITLE TO the following described land is vested in: Report SHORT PLAT CERTIFICATE TODDLAND, L.L.C., a Washington limited liability company THE LAND is situated in said King County, and is described as follows: See Attached Premium: $ 250.00 Sales Tax: $ 22.25 SUBJECT TO the exceptions shown herein. No search has been made as to the taxes and assessments. THIS CERTIFICATE shall have no force or effect except as a basis for the Certificate applied for. Records examined toJune 8, 2007 By: FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON ' Short Plat Certificate, Page 2 of 4 Title Order Number: 7- 07060524 LEGAL DESCRIPTION Tracts 44, 45 and 46, SECOND ADDITION EAST RIVERTON GARDEN TRACTS, according to the Plat thereof recorded in Volume 12 of Plats, Page 79, records of King County, Washington; EXCEPT therefrom any portion thereof as originally surveyed lying below the line of tide and shorelands of the Duwamish River. Situate in the County of King, State of Washington. FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON • Short Plat Certificate, Page 3 of 4 Title Order Number: 7- 07060524 EXCEPTIONS 1. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE FIRST HALF TAXES ARE DUE PRIOR TO MAY 1ST; THE SECOND HALF TAXES ARE DUE PRIOR TO NOVEMBER 1ST: Year: 2007 Amount Billed: $2,321.95 Amount Paid: $1,160.98 Amount Due: $1,160.97 Tax Account No.: 217200 - 0225 -07 Levy Code: 2411 Value of Land: $108,000.00 Value of Improvements: $81,000.00 To expedite payment of your taxes, you may mail the payment direct to: King County Treasurer 500 4th Ave, Room 600 Seattle, WA 98104 2. DEED OF TRUST AND ADDITIONAL ADVANCES, IF ANY, AND THE TERMS AND CONDITIONS THEREOF: Grantor: Todd Heistuman and Susan H. Lambert, husband and wife and Eric R. Reinhardt and Laurie R. Reinhardt, husband and wife Trustee: Fidelity National Title, a Washington corporation Beneficiary: Phoenix Savings Bank, a Washington corporation Original Amount: $150,000.00, plus interest Dated: September 11, 2002 Recorded: September 13, 2002 Recording No.: 20020913001417 3. A RECORD OF SURVEY AND MATTERS RELATING THERETO: Recorded: January 23, 2004 Recording No.: 20040123900006 4. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED /RESERVED/ DISCLOSED /CONTAINED BY INSTRUMENT: Recorded: January 25, 2005 Recording No.: 20050125000290 In Favor Of: Puget Sound Energy, Inc., a Washington corporation Purpose: Utility system Affects: Portion of said property 5. AGREEMENT AND EASEMENT FOR SIDEWALK, AND THE TERMS AND CONDITIONS THEREOF: Recorded: February 10, 2005 Recording No. : 20050210001476 6. Any question that may arise due to the shifting and changing in the course of Duwamish River. 7. Water rights, claims or title to water whether or not shown by the public records. END OF EXCEPTIONS FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON ' Short Plat Certificate, Page 4 of 4 Title Order Number: 7- 07060524 THANK YOU FOR YOUR ORDER IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE GIVE US A CALL Order: 7- 07060524 Fidelity National Financial Group of Companies' Privacy Statement July 1, 2001 We recognize and respect the privacy expectations of today's consumers and the requirements of applicable federal and state privacy laws. We believe that making you aware of how we use your non- public personal information ( "Personal Information "), and to whom it is disclosed, will form the basis for a relationship of trust between us and the public that we serve. This Privacy Statement provides that explanation. We reserve the right to change this Privacy Statement from time to time consistent with applicable privacy laws. In the course of our business, we may collect Personal Information about you from the following sources: • From applications or other forms we receive from you or your authorized representative; • From your transactions with, or from the services being performed by us, our affiliates, or others; • From our internet web sites; • From the public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates or others; and • From consumer or other reporting agencies. Our Policies Regarding the Protection of the Confidentiality and Security of Your Personal Information We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access or intrusion. We limit access to the Personal Information only to those employees who need such access in connection with providing products or services to you or for other legitimate business purposes. Our Policies and Practices Regarding the Sharing of Your Personal Information We may share your Personal Information with our affiliates, such as insurance companies, agents, and other real estate settlement service providers. We also may disclose your Personal Information: • to agents, brokers or representatives to provide you with services you have requested; • to third -party contractors or service providers who provide services or perform marketing or other functions on our behalf; and • to others with whom we enter into joint marketing agreements for products or services that we believe you may find of interest. In addition, we will disclose your Personal Information when you direct or give us permission, when we are required by law to do so, or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. One of the important responsibilities of some of our affiliated companies is to record documents in the public domain. Such documents may contain your Personal Information. Right to Access Your Personal Information and Ability To Correct Errors Or Request Changes Or Deletion Certain states afford you the right to access your Personal Information and, under certain circumstances, to find out to whom your Personal Information has been disclosed. Also, certain states afford you the right to request correction, amendment or deletion of your Personal Information. We reserve the right, where permitted by law, to charge a reasonable fee to cover the costs incurred in responding to such requests. All requests must be made in writing to the following address: Privacy Compliance Officer Fidelity National Financial, Inc. 4050 Calle REal, Suite 220 Santa Barbara, CA 93110 Multiple Products or Services If we provide you with more than one financial product or service, you may receive more than one privacy notice from us. We apologize for any inconvenience this may cause you. 76406071s 0049 ww ,y V.500 0180 10675+ 011 104621 492001 264501 025 6607j 72501 0335 60001 397001 7500j 0125 9600 205501 i0200l 0180 10750j 205501 112501 0280 -- vmrscer- Aar A& '43 MEOW N anti, s CNI 3 g 1 1 I 1111 Z No No No I No No No ill is 11 Ioo hh 1 111 ,A • E u• insc Toddland ICD KNOW ALL MEN BY THESE PRESENTS: THAT we, Toddland, LLC, as Principal, and Indemnity Company of California, a corporation organized and doing business under and by virtue of the laws of the State of California and duly licensed to conduct surety business in the State of Washington, as Surety, are held and firmly bound unto the City of Tukwila, as Obligee, in the sum of Fifty Nine Thousand Eight Hundred Fifty and 00 /100ths ($59,850.00) Dollars for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH THAT: WHEREAS, the above named Principal entered into an agreement or agreements with said Obligee to complete street trees, alley paving, tract X paving and house demolition at the Homesteads at Foster Point located at 13302 — 56 Ave S. NOW, THEREFORE, the condition of this obligation is such, that if the above Principal shall well and truly perform said agreement or agreements during the original term thereof, or any extension of said term that may be granted by the Obligee with or without notice to the Surety, and upon receipt of a written discharge from the Obligee, then this obligation shall be void, otherwise to remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney -in -Fact this 3r day of August, 2007. SUBDIVISION PERFORMANCE BOND Bond No. 579582S Indemnit Com•an of C r ar n L. •taffanson, A erne n -Fact f Insco Insurance Services, Inc. 9750 Third Avenue NE • Suite 305 • Seattle, WA 98115 (206) 525 -8201 • (800) 522 -8201 • Fax (206) 525 -8288 • http: / /www.InscoDico.com Underwriting Manager for: Developers Surety and Indemnity Company • Indemnity Company of California KNOW ALL MEN 13Y THESE I'REsENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, do each, hereby make, constitute and appoint: ** *Jake W. Murphree, Karen L. Staffanson, Dan Bouc, April Conover, Elliott W. Wolfe, jointly or severally * ** as their true and lawful A ttorney(+) -in -Fact, to make. execute, deliver and acknowledge, tin and on behalf of said corporations, as sureties, bonds, undertakings and contracts of suretyship giving and granting unto said Attorney(s) -in -Fact full power and authority to do and to perform every act necessary. requisite or proper to be done in connection therewith as each of said corporations could do. but reserving to each of said corporations full power of substitution and revocation, and all of the acts of said Auorney(s) -in -Fact, pursuant to these presents. ate hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA. effective as of November I, 2000: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation he, and that each of them hereby is, authorized to execute Powers of Attorney, qualifying the attorneys) named in the Powers of Attorney to execute, on behalf of the corporations, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporations be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney: RESOLVED, FURTHER, that the signatures of such officers may he affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond. undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA have severally caused these presents to be signed by their respective Executive Vice President and attested by their respective Secretary this 1st day of December, 2005. By: David H. Rhodes, Executive Vice - President By Walter A. Crowell, Secretary STATE OF CALIFORNIA COUNTY OF ORANGE On December 1, before me, Gina L. Gamer, Notary Public (here insert name and title of the officer), personally appeared David H. Rhodes and Wallet A. C'towell. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is /are subscribed to the within instrument and acknowledged to me that he /she /they executed the same in his/hem /their authorized capacity(ies), and that by his /her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Signature ID - 1380 (Rev. 12105) WITNESS my hand and official seal. 6 21-1a. By A 1SCA Albert Hillebrand, Assistant Secretary POWER OF ATTORNEY FOR DEVELOPERS SURE'F\" INDEMNITY COMPANY INDEMNITY COMPANY OF CALIFORNIA I'O Bo\ 19725, IRVINE. CA 92623 (949) 263 -3300 CERTIFICATE The undersigned, as Assistant Secretary, of DEVELOPERS SURETY AM) INDEMNITY COMPANY and INDEMNITY COMPANY OF CALIFORNIA, does hereby certify that the tbregoing Power of Attorney remains in full fi ree and has not been revoked, and furthermore, that the provisions of the resolutions of the respective Boaids of Directors of said com'por atious set forth in the Power of Attorney, are in fivc as of the date of this Certificate. This Certificate is executed in the City of Inane, California. the J day of =,r s OCT. 17- ; 10 E rs : 1936 ;3? (SEAL) I GINA L. GARNER COMM. # 1569561 NOTARY PUBLIC CALIFORNIA 5. ORANGE COUNTY V My comm. expires May 13, 2009 t Name of Development: Address: ✓3o Release should be sent to: Descripf� n� s o be co City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 -431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section .1'= to be Complete + by Developer Name: Address: City /State/Zip ' , L) 4 leted (reference plans /documents where item - described): /i/ Date: — Permit No.: ‘+// - n - As a wner or authorized agent of the owner, I hereby submit cash or cash equivalent in of ` value of work. I Z7), c2' (150% of value to complete work above) and attar„ port .C55 encumh or risk having the City use will have this is work carried out and call for a final inspection by this date: the I hereby % eti these funds to carry out the work with their own contractor or in -hou m p r. deficiencies. I If f I fail l to to I carry further.agree to e work, complete authorize the City to go onto the property and carry out co o, of. t • -; .ove �,er. all work listed above prior to requesting inspection and relea %t t nds. Signed: Title: / /77,�f '--": 1 Section 2.- to bef:completed by City staff -''..: ::THIS;FUND IS AUTHORIZED' TO, BE ACCEPTED Signed: 4gq4J 6O Department Head: Amount $ f9' Deposited this Date: ❑ Cash /Check ❑ Cash Assignment Bond City . Receipt No.: Received By: Section:3 - ;to be completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent/bond. Developer's Representative: • Date: To be completed. by. City staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash /cash equivalent/bond. Inspector: Date: Authorized By: Amount Released: $ ❑ Check - Check No. ❑ Cash Equivalent — Letter attached ❑ Bond — Letter attached Date Released: Released by: October 19 2006 Mr. Todd Heistuman 2734 58 Ave SW Seattle, WA 98116 RE: Preliminary Short Plat Approval 13330 56 Ave S L06 -041 Dear Mr. Heistuman: Guy of Tukwila Department of Community Development Steve Lancaster, Director The Short Subdivision Committee has completed their review of the above - referenced short plat application. Based on the City's review of your short plat submittal, short plat preliminary approval is granted subject to the conditions stated below. The City's Decision was based on the review of the following documents, plans, and surveys: 1. Survey, prepared by the Far Company received by the City on June 23, 2006 2. Civil Plans, prepared by LPD Engineering, PLLC received by the City on June 23, 2006. 3. Surface Water Technical Information Report, prepared by LPD Engineering received by the City on June 23, 2006. There are three basic steps in the approval process, Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows: Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • I. Preliminary Approval Conditions of Preliminary Approval Department of Community Development 1. Prior to final short plat approval, all existing accessory structures on the property shall be removed. Contact the Building Division at (206) 431 -3670 to inquire if a Demolition Permit is required. 2. Prior to final approval, the applicant shall revise the short plat map and indicate where the "ordinary high water mark" is located. The site development plan submitted to the City indicates the location of the "mean high water mark ". This area falls under the King County Shoreline Program and those regulations are based on the Ordinary High Water mark. 3. At this time the Department is under the assumption that proposed lots 7 and 8 will be sold to the City's Park's Department, thus the Department has not reviewed the buildability of proposed lots 7 and 8. Lots 7 and 8 need to be labeled as one tract, which shall be noted as "Open Space Tract ". In the event that the "Open Space Tract" is not sold to the City, you may request that the Department review the buildability of the "Open Space Tract" prior to final approval. This review will require submittal of additional information, including a slope stability analysis for the shoreline and development plans which show how the home(s) can meet setbacks and remain out of the 100 -year flood elevation. The development plans also need to show how access will be provided to any homes on the "open space tract ". It would seem that the only feasible method of providing access for homes on the "open space tract" would be via "Tract X ". The proposed grass pavement on "Tract X" is not an appropriate surface for regular traffic trips. 4. All homes constructed on lots 1 -6 shall have access via the private alley that is listed as "easement "A "" on page 2 of 2 of the survey. Lots 1, 2, and 3 shall have no right to access directly off of 56 Ave. S. Lots 3 and 4 shall have no right to vehicular access off of S. 133 Street. Lots 4, 5, and 6 shall have no right to have vehicular access to "Tract "X " ". The applicant shall record a restrictive easement on lots 1 -6 regarding the access limitations. 5. The "rear" setback for lots 1 -6 shall be from the private alley, labeled as "Easement "A " ". No fence that is taller than four feet in height shall extend in the front yard area. A restrictive easement shall be recorded noting this limitation. 6. The City's Parks Department has expressed interested in purchasing the "Open Space Tract" to be used as a City park. In the event that the applicant does sell the area to the City, the applicant shall dedicate "Tract X" to the City's Park and Recreation Department in order to allow the City to maintain the tract to provide access to the park. In the event that the City's Park and Recreation Department does not purchase "Tract X ", the City shall not accept the dedication of "Tract X ". Instead ownership and maintenance of "Tract X" shall be the responsibility of the owners of all lots of the short plat that benefit from "Tract X ". 7. Per TMC 17.20.030 (G) (1) each lot shall have one tree planted on the lot to create a uniform streetscape. The applicant may put up a bond for the tree plantings in order to get final approval and have the trees planted at the time of construction of the homes. 8. Each lot shall have sufficient driveway parking space for two cars to be parked without the cars extending into the private alley, minimum length of driveway is 17 feet from edge of the alley pavement. 9. Preliminary construction plans indicate that the detached garages may have an accessory dwelling unit on the 2 floor. City Code does not permit ADUs to be located within detached accessory buildings. Common Improvements 1. All work related to the common improvements, the utilities, and the frontage improvements, shall be reviewed, approved and inspected under a Public Works Type C permit. Please contact Dave McPherson. 2. Tract X shall be constructed to meet City of Tukwila Fire Department Requirements. 3. "No Parking" signs shall be installed along the private easement. 4. A fire hydrant, providing 1,000 gpm must be located within 150 feet by path of travel to all homes in the short plat. The applicant is responsible for installing a fire hydrant along S. 133` Street. 5. Final Approval will not be granted until adequate municipal sewer service is provided for the property. 6. All new utilities shall be placed underground. Appeals This short plat approval or any condition placed on the decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat is permitted. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision 10/19/06. 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. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW Ch. 36.70C. Final Approval The next step is to install the necessary improvements and submit the necessary short plat documents in compliance with the conditions of approval. After the documents have been found to be in order and all requirements of the short plat have been met, the Chairman of the Short Subdivision Committee signs your short plat final plat which constitutes a grant of final approval. In addition, all inspections relating to public works improvements must be completed by the time of final approval. Required Documents for Final Approval 1. A new title report will be required when you submit for final approval. The title report must be within 45 -days of submitting for final approval and must show that the individuals on the short plat signature blocks have title to the property subject of the short plat application. 2. Four copies of the final plat must be submitted. One of the copies must bear original signatures of the property owners and surveyor. Additionally, this copy must include the surveyor's original stamp. 3. Public Works requires recordable documents, separate from the short plat, for easements, property dedications, surface water maintenance and other documents affecting the use of real property. Your submittal must include separate documents to be recorded with the short plat. Public Works has sample easements. Survey Documents 1. The final short plat document shall meet the recording requirements of the King County Recorder's Office. 2. Add the file number as L06 -041 on the short plat document. 3. The original notarized signatures of all property owners must be on the face of the plat. 4. All lots shall be assigned an address and shown on the final plat. The City will provide you the address once they are assigned by the Fire Department. 5. Add the following note to the short plat, "The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private easement road or stormwater facilities located within this short plat area." 6. Show all easements on the short plat and their recording numbers. 7. Revise sheet 2 of 2 of Survey Map, last three lines of Easement "A ": An easement for ingress, egress and utilities. Recording It is your responsibility to record the City approved short plat documents with the King County Department of Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded originals to the City within four to six weeks at which time your short plat is considered complete and you can obtain individual building permits for each lot. You can shorten this process by hand delivering a copy of the recorded short plat to the Department. Expiration The final short plat must be filed with the King County Department of Records by October 19, 2007, exactly 12 months from the date of this preliminary approval or the application will expire. Please keep this date in mind in the coming months. The City is in no way obligated to remind you of this expiration date. The City may grant one extension of not more than twelve months. The request for an extension must be made in writing and must be submitted to the City prior to the expiration of the short plat. If the short plat approval expires, subsequent development permits that are related to the short plat shall also expire and any vesting will be lost. If you have any questions, please call Brandon Miles at (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Sincerely, 4 Ja Pace Deputy Director Community Development cc. Jim Morrow, Public Works Director (initial you - . pro a Nick Olivas, Fire Chief (initial your approval Don Tomaso, Fire Marshal Dave McPherson, Public Works Engineer Brandon J. Miles, Assistant Planner File (L06 -041) June 27, 2006 Mr. Todd Heistuman 2734 58 Ave SW Seattle, WA 98116 Dear Mr. Heistuman: City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION Re: Notice of complete application 13302 56 Ave S. Short Plat (L06 -041), SEPA (E06 -012), and Shoreline Substantial Development (L06 -042) The Department of Community Development received your short plat, SEPA, and shoreline application on June 23, 2006. Steven M. Mullet, Mayor Based on a review of your application for submittal requirements for Preliminary Short Plat, your application is deemed complete as of June 27, 2006. A notice of land use application will be distributed within 14 days of this date. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. This notice is also available at DCD. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. The application and associated materials have been routed to other City departments for review. Staff will be in contact with you soon to discuss the project. 6300 Southcenter Boulevard_ Suite #100 • Tukwila_ Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -4665 1 9. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If you have any questions, you can contact me at (206) 431 -3684 or by email at bmiles s ci.t wila.wa.us. Sincerely Br. fidon J. Miles Assistant Planner cc. Files(L06 -41, 42, and E06 -012) I • r.. 0 LPD Engineering, PLLC MEMORANDUM Date: June 12, 2006 To: City of Tukwila Attn: Ryan Larson From: Laurie Pfarr Project: Foster Point Homesteads RE: King County Shoreline Requirements It is our understanding that the City of Tukwila has adopted the King County Shoreline regulations for the project site. The purpose of this memo is to demonstrate how the proposed projects meets the requirements outlined in K.C.C. 25.16. K.C.C. 25.16.030 General Requirements A. Non -water related development and residential development shall not be permitted waterward of the ordinary high water mark. No development is proposed waterward of the high water mark for the project. B. Except in those cases when the height requirements of the underlying zones are more restrictive, no structure shall exceed a height of thirty-five feet above average grade level. This requirement may be modified if the view of a substantial number of residences will not be obstructed, if permitted by the applicable provisions of the underlying zoning and if the Y proposed development is agricultural, water related or water dependent. , Wn� 1ij ■ t1 Dr'\' \ All structures proposed in this development are below the 35 foot height limit. aC C. All development shall be required to comply with K.C.C. chapter 9.04 to control runoff and to provide adequate surface water and erosion and sediment control during the construction period. The proposed development has been designed to meet the requirements outlined in KC.C. Chapter 9.04. D. Development shall maintain the first fifty feet of property abutting a natural environment as required open space. The development will dedicate fifty feet of open space adjacent to the shore as open space. E. Parking facilities except parking facilities associated with detached single - family and agricultural development shall conform to the following minimum conditions: Development is single family. Civil Engineering Consulting RECEIVED JUN 2 3 2006 COMMUNITY DEVELOPMENT 1. Parking areas serving a water related or a non -water related use must be located beneath or upland of the development which the parking area serves. N/A 7936 Seward Park Avenue South LPD Engineering, PLLC Phone: 206. 725.1211 Seattle, Washington 98118 Fax: 206.793.5344 2. Any outdoor parking area perimeter, excluding entrances and exits, must be maintained as a planting area with a minimum width of five feet. N/A 3. One live tree with a minimum height of four feet shall be required for each thirty linear feet of planting area. N/A 4. One live shrub of one - gallon container size or larger for each sixty linear inches of planting area shall be required. N/A 5. Additional perimeter and interior landscaping of parking areas may be required, at the discretion of the director, when it is necessary to screen parking areas or when large parking areas are proposed. N/A F. Water quality treatment in compliance with K.C.C. chapter 9.04 shall be required where stormwater runoff would degrade or add to the pollution of recipient waters or adjacent properties. This development meets the requirements ofLC.C. Chapter 9.04. G. The regulations of this chapter have been categorized in a number of sections; regardless of the categorization of the various regulations, all development must comply with all applicable regulations. This development will comply with all applicable regulations. H. Development proposed in shorelines of the state shall maintain setbacks, provide easements or otherwise develop the site to permit a trail to be constructed or public access to continue where: 1. There is a proposed trail in the King County trail system; or 2. Part of the site is presently being used and has historically been used for public access. This requirement does not apply to this development K.C.C. 25.16100 Single Family Residential A. Single - family development is permitted in the underlying zone classification; The proposed project is consistent with the underlying zoning. B. Single - family development, including floating homes, shall not be permitted waterward of the ordinary high water mark; The proposed project is not located waterward of the ordinary high water mark. C. Setbacks. Single - family residential development shall maintain a minimum setback of twenty feet from the ordinary high water mark, except that: 1. If the minimum setback from the ordinary high water mark of a river or stream falls within the floodway, the development shall be required to locate past the upland edge of the floodway, 2. If development is proposed on shorelines, including one or more sensitive areas, as defined in K.C.C. 21A.06, such development shall be done in accordance with regulations and procedures set forth in K.C.C. 21A.24, The proposed project maintains a minimum 20 foot set back from the ordinary high water mark D. A farmhouse permitted under the reasonable use exception provisions of K.C.C. 21A.24 shall be exempt from the setback requirements of this section. (Ord. 11792 § 25, 1995: Ord. 5734 § 3, 1981: Ord. 5061 § 4, 1980: Ord. 3688 § 409(2), 1978). 7936 Seward Park Avenue South LPD Engineering, PLLC Phone: 206. 725.1211 Seattle, Washington 98118 Fax: 206.793.5344 r K.C.C. 25.16.110 Accessory Structures A. No accessory structure, except swinuning pools, shall cover more than one hundred fifty square feet; Accessory garage structure meets City of Tukwila Standards. B. No accessory structure shall obstruct the view of the neighboring properties; Accessory garage structure will not obstruct views of neighboring properties. C. No accessory structure shall exceed eight feet in height. (Ord. 3688 § 409(3), 1978). Accessory garage structure meets City of Tukwila Standards. 7936 Seward Park Avenue South LPD Engineering, PLLC Phone: 206. 725.1211 Seattle, Washington 98118 Fax: 206.793.5344 EXECUTED a at I' ill_' I'iT 1��plic:ui� 1, no, Sl 101211IA CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431 -3665 E -mail: tukplanci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. 1 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 employe s, gents, en_ineers, contractors .r oth-r repres- tat Owner's real property, located at for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. \x/11 (city), NA" . (state), on residing at ss SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF (Addre ©ce" (Phone Number) (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. NOTARY PUBLIC in and for the State of Washington My Commission expires on vL *L righter upon ,20/)e..,e ,20 RECEIVED JUN 2 3 2006 CUttuviUNITY DEVELOPMENT :April 7- '"119 FOR STAFF USE ONLY Permits Plus Type: P -SHORE Planner: File Number: W 6 — 34 ; Application Complete (Date: ) Project File Number: Application Incomplete ( Date: ) Other File Numbers: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us C OMMUNITY D EVELOPMENT APPLICATION LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 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. Address: Phone: E -mail: Signature: 2C69 • 7Z1 FAX: 21! P " �7�� ''���c�I AIWA Date: RECEjVE S ll HORELINE JUN 2 3 2000 PERMIT Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICA' JON MATERIALS: ..,./. Application Checklist (1 copy) indicating items submitted with application. / 2. Completed Application Form and drawings (5 copies). , 7 3. One set of all plans reduced to 8 1/2" by 11" or 11" by 17 ". 4. Application Fee $2,270. ,y / 5. SEPA Environmental Checklist (see SEPA Application Packet). PUBLIC NOTICE MATERIALS: 6. King County Assessor's map(s) that shows the location of each property within 500 ft. of the subject lot. 7. Two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings - -e.g. apartments, condos, trailer parks - -must be included (see Public Notice Materials section of SEPA Application packet). 8. A 4' x 4' public notice board will be required on site within 14 days of the Department determining that the application is complete (see Public Notice Materials section of SEPA Application packet). PROJECT DESCRIPTION AND ANALYSIS: / 9. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). 10. Vicinity Map with site location, does not have to be to scale. Z 11. A written discussion of project consistency with decision criteria. (See Application) Check with a planner if you are unsure what criteria apply to your project. 12. Provide two copies of sensitive area studies if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). Provide a geotechnical analysis of river bank stability if alteration is proposed. See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at www.ci .tukwila.wa.us/dcd /dcdplan.htm) for additional information. SHORELINE SITE PLAN: r 13 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36 ". (b) Existing top of bank, landward catch point toe of levee, riverbank toe, mean high water mark and base COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 - 431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). I' ?Planning ['Pm. Applications SH()RL'LINE.Joa April 7.210 6 4 INFORMATION CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us SHORELINE PERMIT JUN 2 3 2006 State Shoreline requirements are implemented through the Tukwila Zoning Code, Shoreline Overlay District (Tukwila Municipal Code (TMC) 18.44). Areas annexed to the City after the 1974 adoption of the Tukwila Shoreline Master Plan are subject to the King County Shoreline Master Program. Generally, the areas still subject to King County's Shoreline regulations are located north of the 42 Avenue South bridge. REQUIREMENTS: All improvements over $5,000 and within 200 ft. of the Duwamish/Green River and associated wetlands require a "Shoreline Development Permit" except the following: • Owner- occupied construction of a single family house that does not exceed 35 feet in height and/or pier construction when the pier construction costs are less than $5,000 in salt water and $10,000 in fresh water; • Normal maintenance and repair; • Normal bulkheads common to single family residences; • Habitat improvements which are part of a watershed plan; • Hazardous waste remediation when approved by the State; • Emergency construction needed to protect property from imminent danger; COMMUNITY NT PROCEDURES: At the time you submit your application you must have all of the items listed on the attached "Complete Application Checklist." You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre- application meeting or at the time of application submittal. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. A shoreline permit decision is made administratively by the Director of the Department of Community Development after the expiration of the public notice period. If the project also involves other land use actions, such as design review, that require a public hearing, the applicant may request that the Shoreline Permit be heard along with the other permit(s) at the public hearing. The City's decision will be sent for review by the Department of Ecology, which has 21 days to take jurisdiction. No construction may occur during that time, although building permits may be reviewed. EXPIRATION: Construction must begin within two years of permit approval and be completed within five years. P: Plannin@ ForinsWpplications\ne rSHOREI,INE.doc April 7, 2006 Check items submitted with application Information Required. IN Itt;t1VE0 May be waived in unusual cases, upon approval of both Public Works and Planning JUN 2 3 2006 p �E N T D EV ELu P flood elevation (i.e., the 100 year flood). (c) For work riverward of the MHWM: Distance work extends into the river and distance to Federal projects and navigation channels. 7 (d) If the project is within the Tukwila Shoreline Master Program show the limits of the 40' River, 100' Low Impact and 200' High Impact environments. If subject to the King County Shoreline Master Plan identify the appropriate setback per KCC 25.16. (e) Dike/ riverbank maintenance easement (min. 30' from the top of bank). / (f) Construction limit lines and areas of clearing/grading/filling including volume and type of fill or extracted material. (g) Public access and/or trails. / (h) Parking lots, driveways, loading and service areas. CROSS - SECTIONS FOR SHORELINE PROJECTS / • 14. SHORELINE CROSS SECTIONS at maximum 75' intervals along the shoreline showing: Existing and proposed elevations and improvements, • Limits of the 40' River, 100' Low Impact and 200' High Impact environments, • The top of bank elevation, landward catch point toe of levee, riverbank toe, mean high water mark and base flood elevation (i.e., the 100 year flood), and Dike/ riverbank maintenance easement (min. 30' from the top of bank). LANDSCAPE PLAN: / 15 (a) Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36 ". See TMC 18.52 or KCC 25.16.030 as appropriate. I/ (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: Z 16 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36 ". 7 (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all trees over 4" caliper, indicating those to be retained. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. CIVIL PLAN : 17 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci.tukwila.wa.us/pubwks/bulletins/floodcontrol.pclf for further information , (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Construction limit lines, areas of clearing/grading /filling and volume and type of expected /cut and fill. (e) Existing and proposed utility easements and improvements. Zcomplete, (f) If additional impervious surface is proposed, provide a storm drainage design at least 90% which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out P5.Planning. fume, Applkation , SI If )RI .I.ING.d. Apnl 7. 2006 • Check items submitted with application • Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning Z / www.ciaukwila.wa.us total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to /pubwks /pwpermit.htm#techinfo. (g) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. / (h) Footprints of all existing and proposed buildings. / (i) Fences, rockeries and retaining walls. OTHER: 18. If new construction is proposed, provide dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. 19. If site lighting changes are proposed provide a luminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot - candles), and measures to shield adjacent properties from glare. All existing and proposed signage with sign designs and locations. V 20. 21. Any other drawings or materials needed Yo explain_ j ys;ur proposal. Pi,111111,10 410 April 7. 2006 a 3 opoo °I.:. r A Y �.4LN y teK et F:C� S �A /1 11 4°+ 2E1 ofEP LIOCO S 59 oy 5££ % ,052 s� 99 0 O 15 4 42: o 24 A c ff 5 c t yo oat 64' e � A 6t 0 .o 00y L Z, V 05 4 0 / r 0 0 12o el ° '31 OrLI L I � L 0L 0001 e'r 171 0' S (, ."• c 5.710 0 ot coo=t o^�' 'GG Z Z 23 cP 96 10 IZ f el . I7 V 61 0 owa - s f� \ 81` OZ • 4 4 a Cl- 1 , 1 G-r 0 N \ N ti 8 4°/ o0 / 4 4 cb Ec a 4 4 4 0 b 'g L C4 � b V �s 1n 0 0 0 0000 a l! "asr ✓ ,.zt7 0 is 0 40 4 4 7 reo:"F L f y�o0 DOb-b a2 91 0 4 10 oy ca � S _5 � 4 % ay I . Sf , O 0 5.0 , 6 ' 0' O t /0 p4L h6' PE /O pa2'6f ✓ LZ 93 r. 63 83 ti o`:• ! co I N 4M1 y 1 7 d r70 41.11 � -i �' n � POO ��1\ \i ^1 � .. L. � "' a b s v 1 01 'ti alt: � z ' ti t1b I 9 ay . y Z I OOy 1 II 9 co (e NZ` L Page 1 of 1 Imagery Copyright() 2006 Cc The ink property c may i . ii _ a: - n_Tr c c 1 '1 i: n4 in0 i111n4 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD, TUKWILA, WA 98188 TELEPHONE: (206)431 -3870 FAX (206)431 -3665 E -MAIL: tukplanOeLtukwfa.wa.ua SHORT PLAT NUMBER L06 -041 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 58.17.080 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 SUBOVISION 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. TODD HEISTUMAN ERIC R. REINHARDT SUSAN H. LAMBERT LAURIE R. REINHARDT STATE OF WASHINGTON COUNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE ME TODD HFISTUMAN AND SUSAN H.IAMRFRT, HUSBAND AND WIFE. TO ME KNOWN TO BE THE INDIVIDUALS WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT tlE,LaTE SIGNED THE SAME' AS MATER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS _ DAY OF SIGNATURE: NAME OF COMMISSIONED' TITLE: MY APPOINTMENT EXPIRES. STATE OF WASHINGTON COUNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE ME ERIC R. REINHARDT AND LAURIE R. REINHARDT. HUSBAND AND WIFE TO ME KNOWN TO BE THE INDIVIDUALS WHO EXECUTED THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT I SIGNED THE SAME AS Man VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES MENTIONED THEREIN. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF SIGNATURE: NAME OF COMMISSIONED' TITLE: MY APPOINTMENT EXPIRES: LAND SURVEYOR'S CERTIFICATE JAMES L VOGHT, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT.' 20 . 20 PROVIDED BY FIDELITY NATIONAL TRLE COMPANY OF WASHINGTON. TITLE ORDER NO. 0322309. TRACT 44, TRACT 45 AND TRACT 46, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79. RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THEREFROM ANY PORTION THEREOF AS ORIGINALLY SURVEYED LYING BELOW THE UNE OF TIDE AND SHORELANDS OF THE DUWAMISH RIVER. EXCEPTIONS OF RECORD: RECORDING NUMBER 20050125000290: EASEMENT FOR GAS AND ELECTRICITY GRANTEE: PUGET SOUND ENERGY, INC. RECORDING NUMBER 20050210001476: AGREEMENT AND EASEMENT FOR SIDEWALK; GRANTEE: CITY OF TUKWILA NEW LEGAL DESCRIPTIONS: LOT 1: BEGINNING AT THE NORTHWEST CORNER OF TRACT 44. PUT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PUTS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 33'40'00 EAST ALONG THE EASTERLY MARGIN OF 56TH AVENUE SOUTH 53.36 FEET; THENCE SOUTH 5620'00' EAST 121.82 FEET; THENCE SOUTH 33'40'00' WEST 53.36 FEET; THENCE NORTH 5620'00' WEST ALONG THE SOUTHERLY UNE OF SAID TRACT 44. 121.82 FEET TO THE POINT OF BEGINNING. LOT 2: COMMENCING AT THE NORTHWEST CORNER OF TRACT 44. PUT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS. RECORDED IN VOLUME 12 OF PUTS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 3540'00' EAST ALONG THE EASTERLY MARGIN OF 56TH AVENUE SOUTH 53.36 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00' EAST ALONG THE EASTERLY MARGIN OF 56TH. AVENUE SOUTH 53.36 FEET; THENCE SOUTH 5620'00' EAST 121.82 FEET; THENCE SOUTH 33'40'00' WEST 53.36 FEET; THENCE NORTH 56'20'00' WEST 121.82 FEET TO THE POINT OF BEGINNING. LOT 3: COMMENCING AT THE NORTHWEST CORNER OF TRACT 44, PUT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PUTS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 33'40'00' EAST ALONG THE EASTERLY MARGIN OF 56TH AVENUE SOUTH 106.72 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00' EAST ALONG THE EAST MARGIN OF 56TH AVENUE SOUTH 53.36 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD bIntI; THENCE SOUTH 562000• EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 121.82 FEET; THENCE SOUTH 33'40'00' WEST 53.36 FEET; THENCE NORTH 5620'00' WEST 121.82 FEET TO THE POINT OF BEGINNING. (NEW LEGAL DESCRIPTIONS CONTINUED ON SHEET 2 OF 2.) SURVEYOR NOTES FOR EASEMENTS RECORDING NO. 20050125000290: GRANTEE: PUGET SOUND ENERGY PLEASE SEE RITIUTY AS- BUILT", DATED 9- 11 -08, FOR CITY of TUKWILA'S PUBLIC WORKS PERMIT No PWO6 -059 SHOWING LOCATIONS OF UTILITIES WITHIN EASEMENT 'A'. RECORDING NO. 20050210001476: AGREEMENT AND EASEMENT FOR SIDEWALK GRANTEE CITY OF TUKWILA LEGAL DESCRIPTION IS TOO VAGUE AS WRITTEN TO SHOW ON DRAWINGS. APPROVALS I VOLUME PAGE SEATTLE —KING COUNTY HEALTH DEPARTMENT'S APPROVAL EXAMINED AND APPROVED BY THE SEATTI.E -KING COUNTY HEALTH DEPARTMENT THIS DAY OF 20 F1UNG THIS DIRECTOR KING COUNTY FINANCE DIVISION I CERTIFY THAT AU. 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 PUBUC USE ARE PAID IN FULL THIS DAY OF 20 DEPUTY KING COUNTY TREASURER KING COUNTY TREASURER KING COUNTY ASSESSOR'S APPROVAL EXAMINED AND APPROVED BY THE DEPARTMENT OF ASSESSMENTS THIS DAY OF 20 . DEPUTY KING COUNTY ASSESSOR KING COUNTY ASSESSOR TUKWILA SHORT SUBDIVISION APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR DAY OF 20 . CHAIR, SHORT § UBDIVISION COMMITTEE T Z .r 4� i SITE r.� VICINITY MAP THE HOMESTEADS AT FOSTER POINT SURVEY IN SE 4 NW 4 SECT. 1.4.. , TWP. 2.3.. N., R. ..4..E. , W.M. KUNG COUNTY, WASHINGTON DWN. BY JLV DATE AUGUST 2007 JOB NO. HEISTSP.DWG CHRD. BY TLS SCALE SCALE: N/A SHEET 1 of 2 RECORDING t;MlcrrICATE FILED FOR RECORD AT THE REQUEST OF THE CITY OF TUKWILA THIS DAY OF 20 , AT MINUTES PAST M AND RECORDED IN VOLUME OF PUTS, ON PAGE RECORDS OF KING COUNTY. WASHINGTON. KING COUNTY MANAGER SUPT. OF RECORDS AND ELECTIONS DEVELOPMENT COORDINATOR TODD HEISTUMAN, ARCHITECT 2734 58TH AVENUE S.W. SEATTLE, WA 98116 TEL 206- 322 -2295 FAX: 206- 328 -3610 THE FAR COMPANY 716 MONROE AVENUE N.E. RENTON, WA. 98056 (425) 255 -2528 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD. TUKWILA, WA 98188 TELEPHONE (206)431 -3670 FAX (206)431 -3665 E -MAIL: tukplanIki.tukrfara.ue SHORT PLAT NUMBER L06-041 TH E CITY OF TUKWILA HAS NO RESPONSIBILITY TO BUILD. IMPROVE. MAINTAIN OR OTHERWISE SERVE THE PRIVATE EASEMENT ROAD OR STORMWATER FACILITIES LOCATED WITHIN THIS SHORT PLAT AREA. ND p,DD` P -S /. : PLP� \R1GN p PGE 19 4 ENS 1 von 12, $. 9 c N `17 /• 2p Q \ 12/19/2003 END. CONC. MON. IN CASE 61.13' S33'40'00'W OF CALC. PLAT MONUMENT s • LEGEND 1133021 1133021 / • / NW SEC. 14, • ` 1T b 12/20/03 / / ' 0.04' EASTERLY OF C/L • M1 V /2 . h / 2 C. \ e. V .0 / 56th AVENUE SOUTH STREET ADDRESS 57th AVENUE SOUTH STREET ADDRESS • SET OR TO BE SET 1/2' REBAR W/ CAP No. 10219 OR No. 43148 (M) MEASURED (P) PLAT (P/R) PROPORTIONED MEASUREMENT - - - - BUILDING SET BACK UNE (BSBL) OLD LOT UNE - - - - - PROPOSED EASEMENT ■ - FENCE ORDINARY HIGH \ \ A \ END FENCE% \ \ 0.2' NE P/L \ H \ , ••8, \ rA (� \ Q } UNE TABLE \ N. LINE 1.1 L2 LENGTH 20.00' 3.36' BEARING N5620'00'W N33•40 T.23 N•, R.4 SCALE: 1' = 50' 1 - GRAPHIC SCALE \ \ o • 1 '' g 0 /A� -.. o ° • - ' ,,, x ( \y 4 I i ,, i, 9 , . hk II / ag 04) O J� NOTE DIMENSIONS ALONG ORDINARY HIGH WATER MARK ARE FOR CALCULATING LOT AREAS ONLY. LOT AREAS • ^ E. W.M. NEW LEGAL DESCRIPTIONS: (CONTINUED FROM SHEET 1 OF 2.) TOTAL AREA = 55.201 S.F. (1.267 ACRES) 8 LOTS ARE PROPOSED LOT 1 = 6,500.3 S.F. LOT 5 = 6,500.3 S.F. LOT 2 = 6.500.3 S.F. LOT 6 = 6,500.3 S.F. LOT "3.= 6,500.3 S.F. LOT 7 = 6,563.6 S.F. MORE OR LESS LOT 4 = 6,500.3 S.F. LOT 8 = 6,500.2 S.F. MORE OR LESS TRACT 'X' (PRIVATE ROAD) = 3,134.4 S.F. VOLUME PAGE LOT 4: COMMENCING AT THE NORTHWEST CORNER OF TRACT 44, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 56•0'00' EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET; THENCE NORTH 33'40'00' EAST 106.72 FEET TO THE POINT OF BEGINNING THENCE CONTINUING NORTH 33'40'00' EAST 53.36 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD STREET; THENCE SOUTH 56'20'00' EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 121.82 FEET; THENCE SOUTH 33'40'00' WEST 53.36 FEET: THENCE NORTH 5620'00' WEST 121.82 FEET TO THE POINT OF BEGINNING. LOT 5: COMMENCING AT THE NORTHWEST CORNER OF TRACT 44, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 CF PLATS. PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 5620'00' EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET; THENCE NORTH 33'40'00' EAST 53.36 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00' EAST 53.36 FEET; THENCE SOUTH 5620'00' EAST 121.82 FEET; THENCE SOUTH 33'40'00 WEST 53.36 FEET; THENCE NORTH 5620'00' WEST 121.82 FEET TO THE POINT OF BEGINNING. LOT 6: COMMENCING AT THE NORTHWEST CORNER OF TRACT 44, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS. RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 5620'00' EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET TO THE POINT OF BEGINNING, THENCE NORTH 33'40'00' EAST 53.36 FEET; THENCE SOUTH 5620'00' EAST 121.82 FEET; THENCE SOUTH 33'40'00' WEST 53.36 FEET; THENCE NORTH 5620'00' WEST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 121.82 FEET TO THE POINT OF BEGINNING. LOT 7: (OPEN SPACE TRACT) COMMENCING AT THE NORTHWEST CORNER OF TRACT 44, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79. RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 5620'00' EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 243.64 FEET TO THE POINT OF BEGINNING THENCE NORTH 33'40'00' EAST 3.36 FEET; THENCE SOUTH 5620'O0' EAST 20.00 FEET; THENCE NORTH 33'40'00' EAST 109.70 FEET; THENCE SOUTH 31'36'05' EAST 88.51 FEET, MORE OR LESS, TO THE NORTHERLY UNE OF ORDINARY HIGH WATER OF THE DUWAMISH RIVER; THENCE SOUTHWESTERLY ALONG SAID UNE OF ORDINARY HIGH WATER TO A POINT WHICH BEARS SOUTH 5620'00' EAST FROM THE POINT OF BEGINNIN G THENCE NORTH 5620'00' WEST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 69.79 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. LOT 8: (OPEN SPACE TRACT) COMMENCING AT THE NORTHWEST CORNER OF TRACT 44, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS, RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY. WASHINGTON; THENCE SOUTH 5620'00' EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 263.64 FEET; THENCE NORTH 33'40'00' EAST 113.06 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 33'40'00' EAST 47.02 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD STREET; THENCE SOUTH 562000' EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 112.35 FEET. MORE OR LESS, TO THE NORTHERLY UNE OF ORDINARY HIGH WATER OF THE DUWAMISH RIVER; THENCE SOUTHWESTERLY ALONG SAID UNE OF ORDINARY HIGH WATER TO A POINT WHICH BEARS SOUTH 3136'05' EAST FROM THE POINT OF BEGINNING THENCE NORTH 3136'05' WEST 88.51 FEET, MORE OR LESS. TO THE POINT OF BEGINNING. TRACT 'X': (PRIVATE ROAD) COMMENCING AT THE NORTHWEST CORNER OF TRACT 44, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS,' RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 5620'00' EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 243.64 FEET; THENCE NORTH 33'40'00' EAST 3.36 FEET TO THE POINT CF BEGINNING, THENCE CONTINUING NORTH 33'40'00' EAST 156.72 FEET TO THE SOUTHERLY MARGIN OF SOUTH 133RD STREET; THENCE SOUTH 5620'00' EAST ALONG THE SOUTHERLY MARGIN OF SOUTH 133RD STREET 20.00 FEET; THENCE SOUTH 33'40'00' WEST 156.72 FEET THENCE NORTH 5620'00' WEST 20.00 FEET TO THE POINT OF BEGINNING. EASEMENT 'A': AN EASEMENT FOR INGRESS. EGRESS AND UTILITIES. COMMENCING AT THE NORTHWEST CORNER OF TRACT 44, PLAT OF SECOND ADDITION EAST RIVERTON GARDEN TRACTS. RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 5620'00' EAST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44. 111.82 FEET TO THE POINT OF BEGINNING OF AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES; THENCE NORTH 33'40'00' EAST 160.08 FEET; THENCE SOUTH 5620'00' EAST 20.00 FEET; THENCE SOUTH 33'40'00' WEST 160.08 FEET; THENCE NORTH 5620'00' WEST ALONG THE SOUTHERLY MARGIN OF SAID TRACT 44, 20.00 FEET TO THE POINT OF BEGINNING. BASIS OF BEARING FOUND MONUMENT AND PROPERTY CORNERS ON 56TH AVE. SOUTH AND SOUTH 133RD ST. AS SHOWN. SURVEY PROCEDURES AND EQUIPMENT FIELD TRAVERSE BETWEEN FOUND MONUMENTS USING A PENTAX PTS-V5 THEODOLITE WITH EOM. NOTE: THIS SURVEY MEETS OR EXCEEDS THE REQUIREMENTS OF W.A.C. 332-130 -090 THE HOMESTEADS AT FOSTER POINT SURVEY IN SE 4 NW 4 SECT. 14. , TWP. 23.. N., R. ..4..E. , W.M. KING COUNTY, WASHINGTON DWN. BY JLV CHXD. BY TLS DATE JUNE 2006 SCALE 1• = 50' JOB NO. HEISTSP.DWG SHEET 2 of 2 DEVELOPMENT COORDINATOR TODD HEISTUMAN, ARCHITECT 2734 58TH AVENUE S.W. SEATTLE, WA 98116 TEL 206- 322 -2295 FAX: 206- 328 -3610 THE FAR COMPANY 716 MONROE AVENUE N.E. RENTON, WA. 98056 (425) 255 -2528 15' UTIL ESMT h DT 24 ' 30.00' CONCRETE NAM: ' 0' o RIO ' \\ PROP STREET UGHT PROP HYDRANT Er 7 01.0 43 110'Lx9'Wx7 D STORMWATER DETENTION VAULT \ MP / 20' WIDE ACCESS & UTIL ESMT, 1( JUL:, LENGTlt N I \ .1y' i Ny 6,7' BUFFER SOB 31.16 :w , � n F . ,I. HA �� ' d i14 LR.Atlu�. ' 0,50 4 M / ' LOT 4 ° i (VY F/ AV I 1r; G RASS r r n5 / / • 6.524 SF I /, L / 6 j l ' !�,., 1 I i J 1 DSO 1 � t' ti .�55� 1C i'S I 1taP741 ep(/1/21/ /I: , 4 . D C a ( D L Sf? I : A �£), 1 us.-,.. 0 7 ; U1L pIN 0 AR715' I )i ^ : E P / I Cp ( • i G rJ`— 1 °z I /� 0 K. A� ' T e1 - I ✓� /�i I�1 I� 3 / , ). LCT 3 ' 1 "I''\ 1 nil 1111_7/ / ..' 6.873 SF i i• i- f (y 6,505 SF,.NET N =TIE / •. MI 26. 77' —`�' _' I" . '-r C CR' / — , , Lai:. —S. 20. • FOG LINE S 146TH STREET/ ASPH AL T ROAD W4 Y 1 HOMEMADE 8 - REF IE =2 ;C) 8' PCP 1E- :' 1H1 1 MPn7 MPOR L.) C(2) D'.12 RELOCATED . iW \ STREAM DST 53 LF,' • NS7'2 \• 1 12 • / 1( � R25 I N87$114'41'W NW 1/4 OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. PREL SHORT PLAT OF GEM /TURLEY SHORT PLAT FLAG - RELOCATED 3 "SOUTH rr. E I I - r WLTLAI. • Aij . 25' • 1 BUFFER • 1' ab\ HOO5E 0 16 i. PROP WATER SERVICE, TIP . -+'— ENHANCED/REDUCED 1 / I I BUFFER SPUT RAIL FENCE W/ SIGNAGE ALONG BUFFER EDGE TYPE 1 CB, TYP. 12` SD, TIP. 0 m JS-4 -= 5' z - STORM DRAIN BYPASS rc IELEPHONE CAT0.1 PAS1N MANHOLE (TN?, RIM = 274.2: RELOCATE 1 "' HDFF IE =7'.117' (S) -' WATER METER 12` HOPE IE=.2E4.27' (E) 1. - HIIPY 1F- 7E922' (II) FOUND 3i5' BRA''S PIN WATT I FLINCH 17( :2`,527 i DFSWII 0.Y Al 7,Tl. - 117/ <, 1 1.131 2..1rEE' FOUI10 3441 A, CAP #19E32 F)UHL' 5 7 #1963:, CAT :. H371T RIM= 2 - 1:" IMF II =2•'.. ' 141 12' CAP IE= ?2.`�4' (E) a 1' „H NAS1'. 34114=2 1 2' r 1; 1 ” . OAP IF .iSI. ?' (W) 12' CMF• IE- _716 (E) 12' CMF IE = 271.51 1k511 ( I )1 �(/ `oroETE A 61 W 0 Z N NOTE: ALL EXISTING IMPROVEMENTS TO BE REMOVED. NOTE: TOTAL EXPECTED CUT AND FILL FOR SHORT PLAT BUILDOUT = 2,500 CY (TO BE BALANCED ON SITE) 1 `7 ; 11 BASIN NIL -'r ? 4.1(7 12' -IDRE IE= 2'1•15' (NW) 12 4 1,1' 1 21;1.47' (`:I '"A 121 BA.', FIFA -! 1 4.2 7 . 12' CUP IE 271.7 (4, 12' HI4W. •' 271 41; (K) GRAPHIC SCALE (IN FEE1) I bd, -20 I. '•NITLIIY MAN: Flu - - 2• , 5.71::' IE - 71' IC) I -26.:1. 16) ' IE =266.56' (W1 IF =pn.h1' O1j III gip 2' RIiATi1 2.1111i WTH "117(:4 4' S1 IN 711C. 305T RJ 1,4 L' +: IYfiI :,.ti ELEV.= 271.•`' S 146TH ST S 148Th ST SITE 5 144TH ST C C VICINITY MAP PA. I •-- 6.7' IMPERVIOUS SURFACES TOTAL EXISTING: TOTAL PROPOSED: 7.379 SF = 0.169 AC 22,961 SF - 0.527 AC LEGAL DESCRIPTION • PER TITLE ORDER NO. 205110596 ISSUED BY STEWART TITLE, DATED MAY 4, 2005. LOT 20, BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, RECORDS OF KING COUNTY, WASHINGTON. LEGEND EASEMENT : T. I I MATCH EXIST L _ — I — ._fi n o . I 1 EX. STORMDRAIN EX. SEWER EX. WATER EX. CHAINUNK FENCE EX WOOD FENCE EX SEWER MANHOLE EX. CLEANOUT EX. CATCH BASIN EX. STORM MANHOLE EX. UTILITY POLE W /ANCHOR 0 EX. MAILBOX EX GAS METER •1• EX. GAS VALVE EX POWER POLE EX. WATER VALVE EX. WATER METER EX. FIRE HYDRANT SV. MONUMENT EX. SIGN APN ASSESSOR'S PARCEL NUMBER ASPHALT THICKENED EDGE CSTC 2' CLASS B ACP 20' EASEMENT 17' CON I AC I INI I ION SITE: 4056 SOUTH 146TH STREET TUKWILA, WA 98168 APN, 0040000235 ENGINEER /SURVEYOR: OUNCANSON COMPANY, INC. 145 SW 155TH STREET, SUITE 102 SEATTLE. WA 98166 CONTACT: HAROLD DUNCANSON. P.E. (206) 244 -4141 APPLICANT: GEM CONSTRUCTION, INC. 21501 CONNELL'S PRAIRIE ROAD BUCKLEY, WA 98321 CONTACT: MATT GRIMM (206) 931 -7274 UTILITIES /SERVICES WATER: KING COUNTY WATER DISTRICT /125 2489 SOUTH 150TH STREET SEATAC, WA 98188 (206) 242 -9547 SEWER: VAL WE SEWER DISTRICT 14816 MIUTARY ROAD SOUTH TUKWILA, WA 98168 (206) 242 -3236 FIRE: TUKWILA FIRE DEPARTMENT HEADQUARTERS STATION 51 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575 -4404 SCHOOL: TUKWILA SCHOOL DISTRICT 4406 4640 S 144TH ST TUKWILA, WA 98168 (206) 901 - 8000 TELEPHONE: OWEST POWER: SEATTLE CITY LIGHT (800) 862 -1181 GAS: PUGET SOUND ENERGY 1 -800- 321 -4123 TREE LEGEND AND RETENTION NOTES DECIDUOUS TREE AL= ALDER MP =MAPLE DS■DECIDUOUS AL12 vi MA =MADRONA OK =OAK CH- CHERRY —TO BE REMOVED TRUNK DIAMETER (IN) TYPE EVERGREEN TREE ..1.1c —TO BE REMOVED DF18 NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. 2.5' CSBC ELEVATION DERIVED USING CPS. ACCURACY MEETS OR EXCEEDS 1A STANDARDS AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. CAUTION! UNDERGROUND UTIUT1ES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REOUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTIUTY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1 -800- 424 -5555 2% EASEMENT 1101A'WTO STORIIWATER DETENTION VAULT 3.7 PRIVATE ACCESS DRIVE SECTION NTS MATCH EXIST CE -CEDAR DF =DOUGLAS FIR HE- HEMLOCK PI PINE EVG =EVERGREEN DUNCANSON Company: Mc. 14$ SW 1134 S.m, SIW 102 Stunk Malabo= 44146 Phone 7066.244.4141 Fax 201244.4455 0 co CO 0 2 Z 0 W r IL m 6 a UI 0 0 i 0 DRAWN: JMK DCI NO: 05477 DATE: 02/09/06 I Om. 7-4-m PP1 1 OF 1 SHEETS LPD ENGINEERING, PLLC 7936 SEWARD PARK AVENUE S SEATTLE, WASNNCTON 98116 Pit 206.725.1211 FAX: 206.973.5344 Skap '',f ' 13 � ., er g I Dial w/moe I Moo Anne o t. TODDLAND, LLC 2734 58th Ave SW Seattle, WA 98116 o r r Iwo Tale At 040 Saa It Not Scale ■¢ad,ak Pawl None ct r � -a Vl E y i'�� cd .4 O O CA M r' O M Ael.d Nn l ' 9 ' . ad ' June 19, 2006 sad. 1"-,---20' D LPD °•d LPD ° oi' LPL kw''''' LPD Demdcdion TESC, Demolition and Sensitive Area Plan Sion C 1.0 Grading and Erosion Control Notes 1. THE EROSION PNE101101 AND SEDIMENT CONTROL (ESC) MEASURES ON TIE APPROVED PLANS ARE TEDIUM #519098140415. 2 BEFORE 9E(i006 MY CONSTRICTOR ACOVITES, ESTRUM 11E CODE . SERPENT CONTROL ENTRANCE NIT 06011 PREVpOpN AIA 3. BEFORE ANY (ROUND 061URBNCE OCCURS ALL DOWNSTREAM EROSION PREVDR9011 AND MDT COMMA MEASURES (ESC) MUST BE CONSTRUCTED Mm DI OPERATING. INSTILL Alm WNTAN AL. ESC /4669095 ACCORDING TO THE ESC PLAN 4. ESC MEASURES. 6LEUD016 ALL POWER CONTROLS, 9411 mum DI RACE UNTIL FOUL SIZE CN6R90TIDN 6 COMPLETED AND PERMANENT STABLER/0N 6 ESTAB181F& 5. FROM 4461 1 THROUGH SEPTEMBER 30, PROIRE 161PO4966 Mm PERMADU COVER IMMURES TO PROTECT WILED AREAS THAT NU. ROOM unman FOR SEVEN DAYS fR MORE. 6. FROM OCTOBER 1 1190181 APRIL 30, ROME IDMPO9*RY AND PEINNINT COYER MEASURES TO PROTECT OSIUBSED AREAS THAT WILL RERAN 1990WED FOR 1940 MS OR MORE N MOTOR TO 03VC MEASURES, THE CMIRACTCt SHALL A PROTECT STOCD'1.6 NCO STEEP CRT NCO FL! ROPES F 196019ED FOB MORE T14N 12 HOURS. R SI000RE, ON SITE. DOUGH COVER MARERULS 70 COYER ALL DIMURBED AREAS C. BY OCDOBER 8, SEED ALL AREAS THAT NU. REIWN 11NWOWED DURING THE WET SEASON (0C1BER 1 THROUGH APRIL 30). 1111101 AU. SEEDED MEAT 7. FM.URE TO W1RAN ESC MEASURES N ACCORLINCE WM THE APPROVED MAINTENANCE SCHEDULE MAY RESULT N THE WOO BEDNG PERFORMED AT THE DIRECT O4 CF THE ONECEOR AND ASSESSED AS A LEN ACIYNST THE PROPERTY WHERE SUCH FAC9FIES ARE LOCATED. L WRING 11E LIFE OF THE PROJECT, THE PEWEE 9941 14NEAN N GOOD 106/1186 NCO PROMPTLY REPAIR RESTORE OR REPLACE ALL GRADE SURFACES; VOLTS, DRAWS, DAMS STRUCTURES, VEGETATION, EA09OL MID SEDER DEP0 )101 RESULTING FROM PROJECT -RELATED WOOL 9. THE PERR ON 9LM1 NORM THE (0W161RFNL DRAINAGE FEATURES, AND 9411. WITH 11E ORECWR'S APPROAA, REMOVE ALL %MEW DEPOSITOR R6O1N0 FROM PROJECT-RELATED 19009 TO All WORN PERMED 911 BE PER APPROVED PLANS AND 9'F17F1000N5 ONLY. THE PEWNTEE 6 mum TO MOAN A SET OF APPROVED RAMS AND SPECKICED% AND ASSOC/AID PER1015 ON THE JOB 9TE WORE 94L1 BE =MIR=8 N ACCORDANCE WOH ALL FFDDUL, STATE. AND LOCH LAWS. 11. AS THE FRST CRIER Cr O19NFSS, THE ROAM 94.L DISTAL ER0501 PREVENTION AND SOLENT CONTROL MEASURES PER 11E 6C AND 9411 INSTALL THE D011161W'AM TEMPORARY ESC MEASURES BEFORE ANY 91E DISTURBANCE COZURS. BEFORE THE EMPORIEN MEASURES ARE REIW.W, INSTAL AND 6516963011116 UPSTTEMA PERMANENT ESC MEASURES. 12. THE PERDU SHALL AT ALL TIES PROTECT SENSITIVE AREAS, TIER BUFFERS, MID DICED MALE PROPERTIES MID PUBLIC R18O-0F -WAY OR EASEMENTS FROM WARM DGAIG GROW MF9RATIN& HE PERIMME 9UL1 RESTORE TO 1W 5O6040s N EFFECT AT THE 114E OF THE ISSUANCE OF THE PERMIT, 9]OINE AREAS, THFR BUFFE16, AND THE PIRUC AND PRATE PRPER06 AND DPWOEMS mare BY THE PEWUTIEE'S 00141DIS 13. =MIME 94AE1 ARRANGE FOR ANY COMPLY WITH THE FOLLOWING A NARY THE RAMC WOWS DEPARMOR 1111104 48 TOURS 109101946 NSTAIATON OF ESC MEASURES R CR4N FIDIRS IOC N WINING FROM DE PUBLIC WORKS DEPARTMENT PRIOR TO worm THE ESC RAN C. MANOR AL RIND DRAINAGE 5)510]6, 57001 WATER NONAGE 5)5906 COMM MEASURES MID OMER FAWNS AS IDFNWTD N ME EEC RAN O [LEPER ANY SLTAMER OR ER090N 94YAG6 10 MIEOm10 PROPERTIES MID ORANAE FACILITIES. E INSPECT ACCORDING TO THE APPROVED ESC'NSPEC101 SOUTH AND MARE WEED LEPAF6 ONDMIFIY. 59N * 92.1 fain r AfA, f !J S' 1 A'! E !l!8'5 Portion of the NW 1/4 of Section 14, Township 23 N, Range 4 E W.M. W14411 ° m ' pRW MINT a' T WAR Q Cri 9„ II U Legend YAO Car ISM N OlZ A swm mr a' ALL rw . • r 596 tar 1417 [ 344 8"N IF tit I" an „„ 60 CONTOUR (NOD() EX CONTOUR PROPOSED OMMUR ASPHALT MOOT =CRETE PROEM Ex CONCRETE PAVEMENT PROPOSED BLWIDIO GRASS PAVE2 STABIUZED CONSTRUCTION ENTRANCE PERMETER STL19,410 CONTROL Y N 5620'00' W - 12122' — — — PROPERTY LSE ClE ROUT SIDE SEWER WATER SERWE CLEANOUT STORY DRAINAGE LIVE INFILTRATION SYSTEM GAS UNE CABLE TELFYL90N UNDERGROUND POWER 1116 IL T — 56 N20 CO 313.43 = _ _ =C • STORM SYSIEU E SS .) • SEIM SYSTEM = e _ • COD QIR & ER/Ra1FD EDGE • RY CITY OF MORA MIER SEPARATE CONTRACT (5 a N 5620 , W - 121 *0 RBI EL M 1 PE E la/ IL lE 1rb KO YAn yr P a,r sa • air 1 0- Fur S9 NE MIL [55, 1'N 0 547 A' SA4E O P WAN I1 Call 3 Working Days Before You D1131 1'900•42146666 ES0w RN 9.5 SD rr 4 j � I I � i / /// / N5620'001N5620'001 �37e.y9'!Q1 — — _ : /) 1 b / b /1/ Legal Description TRACTS 44, 45 Mm 46, STAND AM ON AMERI01 GARFN TRACTS, ACCORDING TO THE RAT MEN RECORDED WIDE 12 OF RATS PAGE 79, RECORDS O TONG 001111, IMOCTO1; EXCEPT TIETEFROI ANY Ke1ION 1H AS O IGI NAILY 91116)20 LING BELOW IRE UIE d' ME AND =RETARDS OF THE 96164)981 RIVER. SMILE N 1W 980716 OF GNG, STATE OF WA9WACION. KONG COIN1Y ASSESSOR'S 7AX PARCEL NO. 21720P-0225 -07 L.6. 2411 Basis of Bearing MOLD 4ONUIENT NCO PROPERTY CMOERS ON 56TH ATE. SOUTH NCO SOUTH 133RD ST. AS 906). Sheet Index C 1D 5V 1D C 2 C 3.0 C 4.0 C5.0 C 6.0 L 1D MEC, Dernslib L and Sane a M a Plan Sunny Gluing and Rwge ou Plan Utiity Flan General Catch Swabs 191e Rao Cross Sect ad'n far 91e Dee Tree Landscape Ron // Owner // Surveyor 20 0 10 20 SCALE 1'20' s� 1/ X111 24'g at I I I lJ r 11:11101- III III 1 7 04-a (4 / I I l MEAN I= WAD WRI 1OGMND, LTC 13302 56TH WNW SOUTH (2067 14190 ON CONTACT: 1= 901198)1 THE FAR COWPONY SURVEY= 716 MN1ROE AVENUE N.0. WA 98056 (4 imam 255- -2528 CONTACT: Jd VOIHT • Site Benchmark RIM STORY CRA97 44*66 E ELEV. 18.5 7111911A TOPOG. ILP OF (CM PROPOSED SEWER ) 40 RECEIVED 'JUN 23 2006 COMMUNDY DEVELOPMENT / 4 / / / / / �6 J 16 16 • 12 6 s. \ \ s. vv. '\ \ \ \\ ~ \ ,a \ s. . \ • • SITE BENCHMARK RIM STORM DRAIN MANHOLE ELEV. 18.5 (CITY OF TUKWILA TOPOG. MAP OF PROPOSED SEWER IMPROVEMENTS) \�C LEGEND & NOTES • OL 1 O ® DECIDUOUS TREE 016A ETCT REVA110N NOTE: EXISTING UTILITIES IN THE RIGHT - OF -WAY ME NOT SHOWN AS THE PTY OF TUKWNLA IS PRESENTLY RE- CONSTRUCTING 56TH AVE S. AND S. 133RD ST. SCALE: 1' - 20' • • • • • GRAPHIC SCALE J..EGAL DESCRIPTION: TRACTS 44, 45 AND 46, SECOND ADDITION RIVERTON GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THEREFROM ANY PORTION THEREOF AS ORIGINALLY SURVEYED LYING BELOW THE UNE OF TIDE AND SHORELANDS OF THE DUWAMISH RIVER. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. KING COUNTY ASSESSOR'S TAX PARCEL NO. 217200- 0225 -07 LC. 2411 TOPOGRAPHIC SURVEY OF EXISTING CONDITIONS No. Doh Revision App'd By Designed BY Deem By. ,LV Chested By 11S App.e wd By. DECEMBER 2005 FIELD BORK WY 2008 FIELD ROSES/ MAY 04. 2D08 PLOTTED NORM 1' - 20' Seale VERT. N/A THE FAR COMPANY SURVEYORS 716 MONROE AVENUE N.E. RENTON, WA. 98056 (425) 255 -2526 TODD HEISTUMAN 13302 56TH AVENUE SOUTH TUKWILA, WASHINGTON Sheet Deeming Na HEISTOPO.DWG 1 of 1 RECEIVED 'JUN 2 3 1D66 DENELp a, LPD ENGINEERING, PLLC 7936 SEWARD PARK AVENUE S. SEATTLE, WASHINGTON 98118 F91: 206.725.1211 FAX 206.973.5344 Storm Li '4 Y ,,� . D�o �"WUL .ii 1 OKI. *n•/>m I No. Awainn Dots Axle* TODDLAND, LLC 2734 58th Ave SW Seattle, WA 98116 D 1• _ loo Ashes Al Fad Sm. 1 Not Scot Aem* lan nt A kwila K No. - " D° " June 19, 2006 Se°' 1"=20' D°bii° LPD °">o' LPD °n", LPL A LPD DeofyFo• Grading, Drainage and Paving Plan • s C 2.0 General Notes 1. LOCATIONS SHOWN FOR EXISTING URINES ARE APPROXIMATE, 2. AT LEAST 48 FEARS BEFORE STARLIO PROJECT SITE WORK. NOISY THE WIRES INSPECTOR AT 206- 433 -1079. 3 FEWEST A PUBIC WORTS UTILITY IISPEC101 AT LEAST 24 HOUS N ADVANCE Br CALM 206 -433 -0179. 4. Of CONTRACTOR ASSURES SOLE RESPONSOR IY FOR worm SAFETY, AND NUM TO STRUCTURES AND IM RE/031DRS RESAT/!G FROM CONSTRUCTION OPERATIONS 5. THE CONTRACTOR SHALL HAVE Of PERMIT(S) AND CONDOMS, THE APPROVED PINS, AND A CUWEM COPY C CRY OL TI 11919 DEVELOPMENT ojOEIAES AND DEG AND CONSTRUCTION STANDARDS AVADA49E AT TIE JOB 511E 6. ALL WORK SHINE COTWORM TO THESE ORAINGS. ANY CHINKS Hip/ THE APPROVED PLANS REKIARE PRE - APPROVAL FROM THE OWNER. TIE DICKER. AND THE CITY OF NNWA 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF 11.01EA EERO MERT 05)068E5 AID DEIGN AND CONSTRIXIIIN STANDARDS, UNLESS OTHERWISE APPROVED BY 11f PUBLIC VIM ARMOR 8. CONTRACTOR SHALL MANWN A =RENT SET OF RECORD [RAW9IG5 ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. PROVIDE TWEE CONTROL AND STREET YA8118444 f FUN FOR PUBLIC WORTS APPROVAL BEFORE 90LEIERAIIOHL 11. ALL SURVEYING FOR PUKE FACILEIIE SHAl1 BE GONE WADE Of BREMEN OF A WASHINGTON LICENSED LAND SUJRVEIVR. 591101 94TUM SHIN BE MAVD 1988. HORIZONTAL DATUM SHALT BE NAB 83/91. RR PROJECTS WITHIN A FLOOD CORRA. ZONE Of PO8LITEE SHALL PROVDE CONVERSION CST 0.53,1NS TO NGVD 1929. 12. RIPUCE OR RELOCATE ALL 9016 DAMAGED OR REMOVED DLE TO CONSTRUCTION. 13 RETA9. REPLACE OR RISME DUSTING VEGETATION N RIGHT-OF-WAY, FAg1ENTS AND ALAS TRACTS Storm Drainage Notes STA 40+00.00 5133RD STREET= STA 22+0552 56TH AVENUE S SON OM MX Emir E4J71 Ev1 r l g N' 1. ALL MEDICOS AND MATERIALS SHALL MEET arc OF TUK19A DEVELCPFENT GIADEINE AND DESIGN AND CONSTRUCTION SWORDS, AND THE CURET KING COUNTY SURFACE WATER DEIGN MANUAL CHESS OTHERWISE APPROVED. 2 MARK ALL STORY DRAIN INLETS 11TH 'CRAP NO WASTE' AND LITER TRAINS TO SWAN S% 'MRS TO ITERATES', OR 'DRAM TO GROUNDWATER% AS APPLIO&t 3 NOVEWAY RAVERS SHALL BE OF 9AFEkHT LENGTH TO PROVIDE A MIEN ' CF 3:1 SLOPE FROM 1Ef EOKE of THE DRIVEWAY TO THE EOM Cr THE =KM WLVERT5 SHALL NAVE BEVELED DID SELTIPE IHMT MATCH THE SIDE SILK. W WIMW Y RA /WI COWER OF M¢95 140 I. tr Portion of the NW 1/4 of Section 14, Township 23 N, Range 4 E W.M. I. 1 i A' �I Legend Mir sinewy M MT COG O ITC H Y tT �1J0- 230 ilffili r R SSW AW 1671 E1N r N FIJI r fir e EX CONTOUR (ND% EX CONTOUR PROPOSED =TOUR ASPHALT PAVEMENT CONCRETE PAVEIIEM EX CONCRETE PAVEMENT PROPOSED 91AIOPNO GRASS PAVE2 SCARRED CONSTRUCTION ENTRANCE *0916019806114)1894 CONTROL pia Har 121.82' SAPID mom. - - -- P0610090 UNE MAIM \ ♦/ 90E SEWER WATER SERVICE - STORM R STORY DRAINAGE UNE -E__3 INFILTRATION SYSTEM GAS LANE CABLE TFIEYSIDN UNDERGROUND POWER UNE AUET SEE BELOW 1 -1/2• GAS BY PE Y GAME (2) 2• PHONE ar OWET AVID 011050 (1) ( POWER Br 91 10' DRY UIUIY EASE1011 24 Alley Road Section A NOT TO SCALE 027 49NR AIM EASEMENT = = = = = {; • S10181 SY51EY r s5 _Y • SEWER SYSTEM • CIAID & GURER/ROUID EDGE BY OW OF TUKWUA UNDER SEPARATE CONTRACT ///////////////////////// STORMWA1E CONTRA. DOWNSPCI f DEILTRA1911 A SEE DETALQ G'( , F 9A 4 W 3 SEE DETALC6 / / //.//// ii i ///////// STORM Oa04;E STRUCTURE STATION TO GLITTER OF STRUCTURE STA 41 +42, 11.2 L7 RN 15.7 MATCH DUE M CO ANY CL 141 [C N•Jt r41 If 12 MI 7743 41• 419' 90 1 547 R Oc7YA7 51A 42+41.19 S 133R0 STREET- 0 1407 STA 10+00.00 E 551 F Jv PRIVATE ALLEY EASEMENT E 5 C _ j _ S_ 1d Street '^ ° 34.3 91 56150 W - 121.82 6 COAL ETE DRIVEWAY 2 CRUSTED SURFACING 10P COURSE 4' 06191ED SURFACING BASE COHSE 6' FLEXIBLE 1°Q1ORA1ED PEE E PER PUN 6' SDE SEWER PEE WASHED ROOK 1 -1/2' TO 3/4' PBVAIE ROAD SEE BELOW A, Call 3 Working Days Before You DIG! 1. 800-4446866 STA 42 +73.63 S 1 33RD STREET- STA 5+CO.00 PIVATE ROA i � � , /// 79' *1 / / ° /// 5 NOT TO SCALE Or SD 0 (2) 3/4' and (1) Y 1ATERt swim UNE Private Road Section B 20 0 10 20 SCALE r =20' // MEAN NCH WATER WW( APPROX. BASE ROOD FIE - 15 40 RECEIVED TJUN 2 3 2006 , 4 M. 1g 1 ' LPD ENGINEERING, PLLC 7936 SEWARD PARK AVENUE S. SEATTLE, WASFONGTON 98118 PH: 206.725.1211 FAX 206.973.5344 Stomp 9.\ ° y9 Fi n I tA„aSS 5/111/2026 I No. HLrmvN Wt. AFPAan( TODDLAND, LLC 2734 58th Ave SW Seattle, WA 98116 0 1• 2' Two Inche At FM Sea* 1 Not SaW A000dnpl, Project Name I CA . 15 Ct O en C) ION 4J 1 • � o � o O H N 0 Cr) C - Praia° Nn - °w Ode June 19, 2006 s'" l"=20' DIM IM LPD O,ar a LPD D ' a "" LPL A9•o•O LPD Diasiplion Utilities Plan SAKI C 3.0 Construction Notes 1. ALL WOK PERFUMED SOU. BE PER APPROVED PING AND MATINS ONLY. THE PERIGEE 6 REOIDRED TO WOOAN A SET OF APPROVED PLANS, SFECD1ADIMS, AND ASSOCIATED PERIOI5 ON THE JOB SIIE. WOW( SHALL BE PERFORMED N ACOOROVECE WITH ALL FEDERAL STATE, AND LOCAL LAWS MINIM SHALL APPLY FOR A REVISION FOR ANY WOW( NOT ACCORDED TO THE APPROVED PUNS 2. P 48ITIEE/CONIRACTOR SHALL ARRANGE A PRECONSTRIICION CONFERENCE 41114 THE 0115 D@ECTOD(S) PRIOR TO BEGNNNG ANY WORK 3. mac N ENDWAYS A ALL WOLM 11 ROADWAY SHIALL YES TLC 11 048 DE FOUDWN. B. PRIOR TO ANY ACTIVITY N an W00-0E-WAY, THE mama 911 PR01IDE THE PTY A TRAFFIC CONTROL FUN FOR REVIEW AND APPROVA 1FE TRAFFIC CONTROL PUN 9•11 INCLUDE DE LDCATIN, ADDRESS AFT DESCRIPTION OF TRAFFIC FUN DURING THE WORM AND SHALL MEET RUED REOURDEMS C. ALL WORM REOINTIG LANE 0009RES MGT DE BY PERMIT 018.1. FROM TFE THIRD 1NAREEIY N NOVEMBER TO THE FOUIDVAID 1909140 2ND, THE DOE= DOES NOT ALUM LANE MOSSES N THE TUKWI A URBAN CENTER D. F. PEDESTRIAN, AND VDDOLAR ACCESS TO BINDINGS 9LNL BE MIDOMIEI AT ALI. IMES, WEPT WHEN PE1011EE FLAS PEOO5901 FROM THE BIDLDDIG OWNER AHD THE DNECTOR TO CLOSE AN Ate. E ALL ROADWAYS SHALL ff KEPT FREE OF DIRT AND CMS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES P06M'PRWAL FOR 11E DIRECTOR SIM F. 'GTA1 STET PIXIES Oa ANY 1REN01, AT ANY TRIMS% ARE STOPPED 'r z., r ,D� AND THE TROTH 6 LEFT OEHL 1 r 4.11 A'S Utility Notes 1. ALL TRENCH EXCAVATION OPERATIONS 9411 MEET OR EXCEED ALL APPI1p13E 90080 LAWS FOR TRENCHES OVER 4 -FEET CEP. ALL TRENCH SAFETY MIDIS SHALL MEET 1194 REOURD0110 2. POWER CABLE FIBER OPTS, AND TE108040 LINES SHALL BEN A TRENCH WITH A 5' MINIUM HORIZONTAL SFPARAIIDN FROM ODER UNDERGROUND MUTES. V ' 1 ADJUST ALL MAH110EFS, CATCH BASINS, ND VALVES N PUBLIC WGHF-0F -WAY 46 OR FASEMDDS AFTER ASPHALT PAVING. W I STA 40+00.00 5.133RD SKEET= STA 22+0552 56111 AVENUE S I9• Portion of the NW 1/4 of Section 14, Township 23 N, Range 4 E W.M. 11/19/OY RC Y P f07 WIC CONY Cr FRCSS 1110 ( ry a' II II fM WC JO N Mr OKL RAt KMIEC Legend 230 _- SW/ RAI 44 tall r1N rN rAN r 841- la FR STA 20+76, 19' RI 3/4' WA1ER METER PER CITY OF RUKWOA STANDARD DETAIL W5 -01 (BY OTHERS) EX CONTOUR (DODO EX CONTOUR PROPOSED CONTOUR ASPHALT PAVEMENT CONCRETE PARBOIL EX CONCRETE PAVEMENT PRCPOSED BULLING GRASS PAVE2 STABILIZED COESTRIICIWN D1TRAN 2. PFROEIER SLIRAIION COMM N 5620'00' W - 121.82' PROPERTY UDE �4 SUNDA SIDE SEWER WATER SEINCE �CIEUWIIO STORY DRAINAGE LDE (� €__3 NFL7RAT101 SYSTEM GAS INE 0181E TELEVISOR MSGEMRND STA 8+86, 5' RI 6' S5 CIFNTUT PER COY OF TUKW5A SD DETAIL SS-03 E 7.41 (6' NE) = = = = =z; • STORY SYSTEM z--r • SEWER SYSTEM • CURB & GUTTER/ROLLED EDGE • BY an OF TUKWLA UDDER SEPARATE CONTRACT LOT 3 FF 19.0 A' ETA 21 +35, 19' RI 3/4' WATER PER CRY OF STANDARD DEVIL (BY 0TH010)) WS -01 N 56'20'00' W - 121.92' N 5620'00' W - 121.82' STA 41+47, RT 133rd ST) PER CRY OF 118040A m yYP STANDARD DELL SS-04 Au R1 A a+ r or 8447 ®1 4891I.19 E 4 DT1 + A i MAY IDA4 MI FIN r. 88480 1, . EIQEIENT rSa 1-a( 31 iu) N 562000 W - 121.82 Q' 02 AN a 167 IC N' SC t67 a 1r AT Mt 15' .4 b s Call 3 Working Days Before You DIG! 1-800. 424 -6688 ETA 42+62, 0.8' LT INSTALL 1) 8' CROSS (NJ) 13 LF 8' DI WATER MAIN (FAST) 1 8' CAP W/ THRUST BLOCKING 1 6' SPOOL (LENGTH AS NECESSARY) 1 8' • 6' REDUCER DI WATER WN (LDNCIH AS NELESSNN) STA 42+61, 18. ' RI INSTALL (1) FIE HYDRANT ASSEEOLY PER DDT S1 PUN W5-13 SCALE Te20' b I L\ � 1 ' 1 �� Ili/ �/ , � 1N ll 1 I/'' >^( — Ill 1 111 I 1 I I I ! I I g5620'001• - 3^5��'TR` -- / - - -1 I I I / 1 l l /// STA 42+65, 19' RT 3/4' METER , " 4/5 // STA 42+67, 19' RT 3/4' / • / STA 42+69, 19' RT 3/t MEIFR / / PER 011 aF TLMWDA SN -1 DETALL W5-01 (BY OTHFv `, , ' 43 LF 1' WATER SETNGE > 1 I / STA 42 +7163 S 13311 STREET - STA 5+00.00 PRIVATE ROAD EASEMENT 14' SO 20 a00 A9' 10.5 14' 2 - 14 0 10 20 /,I / J // 4 ° / • / / / V, / ,'/ / i l 'l I '1 /� j I l �/' / 'f // A WATER SE \ /r / 1 / / / ` / 4 �/ / 1 2• ,7� / / / l N o8." � /L / /I, / / /l it / / I '1 / I I ; / /,.# 4 I ' I / // 11 / ; e / ,,/y / /, / ,rie // // . RECEIVED JUN 2 3 2006 A 40 N AC (4 01 FLIER FABRIC MATERIAL 60' WORE ROILS USE STARES OR WOE RINGS 10 ATTACH FABRIC TO WOE 14 G FLIER FABRC r. � ��1/�•` ' Fv����. ' �S / / /,, I � f' /// W/ \ `W /� : ID, 1 / � I .,f� +,,,,, � ' \3 �., ///�N \ S::•.. /// r -10 DID / \ VARIES r -r \ y n '[ za --J41-C STAPLES CONSTRUCTOR AREA r— A �• ` ...':: . APRON ON THOS SIDE OF THE DIKE SHOULD BE FOLDED UNDER THE 000: SECTION AND STARED GOWN A _ FABR OR EY BY BY 14 GA 2• 2• N. ,, , L , • 4 • :ti •: ':O ❖: �: =: J'� =. ILJI FABRIC OR EWE. I"- . 4 • _D = 11 = - - ,. IL I — - ` — - n - I -n N i -7E . ' BUFtf BOTTOM MAIERUL I 1. C i i I , ' B mkt I • - 15 • - • 1: � PROVDE 3/4 I I' MIN , /J n� ,T -- II 1. STRAW' WAME/ROU. WALL BE MANUFACRIRED FROM RICE STRAW II 1 RANF NOTE ... 3'REICH 1 STARES SHALL BE PLACED WHERE THE OOHS Ii 'REICH THE CER OF THE OVERAP AND N EM \ T UNIT AS SHOWN ON THE DIAGRAMS \ \ STAPLES I I GRAVEL MOTU. IN TRENCH AND CS BOTH Cr FUER r BY 4 WOOD POSTS, STANDARD OR FENCE FABRIC S OM N 1HE SURFACE BETTER OR EQUAL ALTERNATE: STEEL FENCE POSTS. Y BY 4 WOOD POST ALT: STEEL FENCE • .•' ELEVATION y AND WRAPPED N TUBULAR PIASTC NE O. NEMO STOLL HAVE V A STRAND THICKNESS OF 0.53 AND A DOT THICKNESS OF 0.0555 AND A WEIGHT O 0.35 02 PER FOOT ARID SR L. EE MADE FROM 85Z HOPE, 14Z ETHYL MI ACETATE AND 1Z COLOR FOR LN IN HOMON. z STRAW WATTIE/ROLL INSTALLATION REAUQES 11E PLACEMENT AND SECURE OF THE WATRE/ROLL IN A TRENDL 3 -5 (VARIES) CID. DUG ON CONTOUR RUNOFF MUST NOT BE ALLOWED ID RIM DOER OR ATOMS WATTLE/ROLL 1 STRAW WARE/ROLLS MUST BE PLACED ALONG SLOPE CONTOURS. Straw Wattle /Rol Detai 3 • 7 STAPLES \ \ OF sEDDmrt CartBOLED AREA , _ELM `� Ii .SIT 11 11 11- 11 11 11 I� = �Ic: -�• II - II N Ii - 111 - 1 11 N Fifer Fabric Fence Detal 2 .D.Ea .ta Triang(Oar SR Dile Detaa 4 ADAPTER SORT RETREVAL STRAP J �{ ;:iv (T BYPASS RAJ( FLOSS) OR APPROVED EQUAL •A , SLED NRNENT ACCUMULAXR SOEAIARC DETAIL FROYDE GB DOERS • STREAMIJARO FOR SEDONNI OR APPROVED EO1AL MANUFACRRER'S NAME FOSS ENWtOIYENTAL ADORES& 200 SW MICHIGAN STREET SEATTLE, WA 9810E TELEPHONE FOR NFORIARdk (800) 909 -3677 Catch tom, Fier 5 , - .t.: .1:41 f ::,}y :4 .. �./ 8 .... T , T .'. 17:: :�:u `'� R-AS ,gim 25 NTN It VOL • B T..W L.; G ;A: .$- •S• 4:. 451-4 Not Used 7 11 11/1 I q romp nos Am Lana ...•..Dmamma r CAPITA GAD -IEXRF FABRIC 4 r - at48RY SPAUS Stabled Construction Entrance 6 E,aa « xAONARp No YALTE •D[DET.L M•OR mow •.:Nr E os7 Mow EII N. D NM ,.oFEE Not Used 9 OVERFLOW W/ SPLASH BLOOM (ON WEST DE/NSPOUT OILY) CB SUMP W/sam w r elan RooF . THREADED CAP �I FOJ O® `auoEC. `��i�: /447V77/4.:";. Sr i` \r / * IJ I r / /.. / rte . / %`� /( Z //� R 16 ME 27 !' .. �r /mac^ i� ;;��r�r. �T�r�!oy. L R _ II D�•.D�.o I • TO 0ur,m 7 OF TIMM L ,oRARTS Eaw TO MUELLER a T YNpaaRO� O D od o. .o EE "«aD"� n.rz sTw os a-EN ION - ,MR / OR CLOW MEDALLION H m. II. r O WE LT oos • �,a,.ID.od FOIE MESH •.-ELT :.: .. . ' •" �✓r • 4 6 PYC : ... '•, 4' OM OM 6 FIF7081E PEFEORATED WASHED 1 1/2• PIPE ROCK -3/4• = 11 11- 11.�11 =n= 11 - 11= .'CHI =� 1, 1 � 11= I WORM= DWLBE EUq�rIRN iNO 1VlMAT.IOSE90RT5AMOOMErEIORTZ RAEB10604RGE PORT AND DULL .ML£AO•w POITA0DNOEER OFT OPERATING NET.NYpNN,HNWL HAVE Ae M1 BOTTOM COMMECROM MO curium' VANE MEMO, MO WALL IN TI ,MVE tf ME ORME MEL TO E CENTER OF TIE FLUTER a sex mooRT. LRAp BELL OPipp w.ww OEFGTNN W .. M M TO A. S C BO.* OWL OE LMEN9IPI 119E NO Emu/MAW AONOPECE RRAN•O FLAMOE yam BREW. 170�I ATM O DI. OR BTELE EMU. NAVE A IELFOLN. DRY BOFT COOIET PO TO OW ACORETE RUED RE G EOR.OLOMOAPP T IELY I OWES ES OL OF OIL RESONOR FULL R A U.SFECATIDM6 SIVAS EACH TOE E THE W IRORIIM6 OPERATED. 1141PPFA STEM DAL/ NAVE E • ELMS ELEM. I. M.O. R OS WALL OE AIR,KTLOETED LITEL OR GORIER REEL E OREEN OOW,ET8 MALL O? RAWEST FOREST WREN paten T.PRIVLTE WOW= DVILL BE RWTED TOM 1110 OWE OFROSTOAEOM MO TELIORROSS OR PROEM MBE YELOVI E454721. `/ Y . • A. 'r L E 14.3 W1 G PERnF.L 6 FMC (SEE RAN) `'R•�!]!!+s • 04 I OO CC A " ' [_f_ - $_ - _ 5• — TAD" VARIES E 12.82 T .. • L MERE No cum A.D OOnER O ROT•.LID, FIE MYow"T OWL •E LOCATED SORE TO THE PROPERLY LBO MID N®E 15E RGMT OF NAY OR EASEMENT. MOLL BOLLARD GUARD POET PERSONA U woman NRMLED. RELOCATED OR OILERMSE VOD®LGO, IS A RESULT OF • PROJECT POLL GE FLESLLY PANTED TO.TVDRFIT TOLL NOY BE CLOSER TINS STEUNT Rxm OOECT. N7111 TIE EACEVTOT or HYLMAMT Buono Foals. PER TUN: TA>.m MOTTOac.E A COMPACTED BACKFIL FLIER FABRIC 10' Ian 4• ROB OR 5 '�f (FIRE HYDRANT . • . .: ' • ; �. ., • • . ' , . Q0,.r\ City of { ASSEMBLY AND BETTD4S REX®tE PEIEORATED PIPE E PER RAN iF�OpoO TUSKS ROOT i -1/2 TO 3/4 Jf1W Stormwater Control - I•l�7WYJ ,,• _ •x;,r • O. 1 . 6• 1 36' 1 MEM INS-13 Q�..r\ Q,n..r\ Q) USE .FLY FAR SIDE sErER MO SERICE DRAMS Stormwater Outlet Structure I I Tukwila '^ mum I � '�'� oe.04 AP—, B. SHELTON • I ddtration System IV , Fire Hydrant Ar mbly end Setting 12 Oda TODDLAND, LLC 2734 58th Ave SW Seattle, WA 98116 ,• r Two ITC= N TN Scale I lid Scale Iccardnale Pealed NWT• Ppjd NA _ DM. June 19, 2006 s'd• As Shown ""*" LPD Cni°'/ LPD D'a•a LPL AW'a"I LPD DmfpOm General Details RECEIVED 'JUN 2 3 2006 SbINOEVELp C 4.0 LPD ENGINEERING, PLLC 7936 SEWARD PARK AVENUE S. SEATTLE, WASHINGTON 98118 PH: 206.725.1211 FAX: 206.973.5344 City of Tukwila, Washington r 12/19,417 P rce 171.7ff �o OF IRVIS J IfY II tos/roal /AR CMG itYl I OtSf eLa 5.17417DO7 0 RAI ICOUILVI 44 rortion or tne 1•1 W 1/4 of section 14, lownslup 23 N, Range 4 E W.M. S-133fd Street MCI" AWN? or; 3134'714e; FAG aJr sa • car OF RAT II 11 ------------ - - f, 7 I C II 20 0 10 20 SCALE 40 't ' '1........--1 .1 / 1 1 I I / / I _C\ , i / / I 1 / III / ll R i 1 / i i l i 7 Ill I L ' " ' L. / \ 4/ /'I III 1 1 111 1 II / Ili Im .—=. A i / / If / Hi / ///// 1 N56 3753 _ 19' (V / / // — /.L TI, \ \ .7 / :/1/ i l /ii ,1 : , i 0 / / // ii, ::/ 1 4. / ; (/ :///1/ A FOR SEC ONS ( I II I I // /// 1 / / / / I / I / II / \ \ i / k. / I i ' / / / I/ It , 1 I I / / / / ii f i // 1 / # / / ,/ //// /: / / 1 / / il / / 1 i / // SEE SHEET C6.0 // / ' '// / ' 1/ I7 ' ' / Ct// / / p P / 4 / / / 41 r t / MEAN HIGH 0 / i i / /// i ///// B 1 WATER MARK , / \ /: :77 // 1 i \ / 1 , /,/ \ r / / /' / / ,, r // / N / / • ' / BASE FLOOD / / r , ELEV APPROX=45 / 30' RIVERBANK • /// MAINTENANCE EASEMENT 16 Stomp I WOES 5/16/2005 No. Roisions 00u TODDLAND, LLC 2734 58th Ave SW Seattle, WA 98116 0 1■Tn Too Inthes Al Fl Soolo Not Scale Occontroply Projact Nano Projwt No. _ June 19, 2006 1"=20' 0 "."F"' LPD °""ha LPD cw" LPL "x"'"'d LPD Shoreline Site Plan C5.0 LPD ENGINEERING, PLLC 7936 SEWARD PARK AVENUE S. SEATTLE. WASHINGTON 98118 PH: 206.725.1211 FAX: 206.973.5344 LPD ENGINEERING, PLLC 7936 SEWARD PARK AVENUE S. SEATTLE. WASHINGTON 98118 Pot 206.725.1211 FAIL' 206.973.5344 Stomp J. il ' J . to . I tows s/14/m I M0. Revise= OW. IiryfWtl TODDLAND, LLC 2734 58th Ave SW Seattle, WA 98116 o r r E Sc Two title M R Sods II Mot Scale mar Lan nt A kwila '°_ D44 June 19, 2006 ss 1 " =20' D"grm LPD c"""m LPD °'"n LPL ' LPD o.<,rcm, Cross Sections for Shoreline 54.1 C 6.0 25 20 10 25 20 15 10 GARAGE FLOOR /// /./////1 / / / / / //: // // // / / / /%/ / /, / / / / / // jj / //^ roars AGat_ — — I• •1 • GARAGE FLOOR / /% // / / / / / /// H' • . '/ ' / / / / / /i / / / / / /// • .. /// //,. / / / / / / / / / /// • 1 L _PRAM ELOQR_ Portion of the NW 1/4 of Section 14, Township 23 N, Range 4 E W.M. Section 8-8 SCALE 1' -10' H 1 V Section A -A SCARE 1' -10' H 1'.5' V FF =11L3 FF -1&7 fEX HOUSE TO RE REMOVED / LOT U!E LOT LNNE / / / / / / / / / / / / / / / / / / / / / / / / / ---------- - ---- --------------------- - - - - -- • X k x k ................... z EIC 'GROUND 2 2 15 10 25 20 15 10 / / //// \ ,// � • / /,� // $ / ! / L / I / / / / I r ! ,/ ! // 1 ` \ ` ,\' / / / / ! •` n ' / ,/ / / / /, /R` ■ I I I / I 1 I I 0 / ` / / // ■ ■ / / // / //, ■ / / / J ' / !! / / /// p � // , / / / ` \ 1 / // ! / // ,/' / ; I \� �/ /' // O V / /// V I I / / // 00 i C� // / / ROOD; / r' / / / ELEV APPROX -15, ' /�/ ' / / / / / / / / / / / / / / I / / / / I I / / / ! / / , //' /' /' / / � // .' / / ! // // // // // // // // // // A MEAN HIGH WATER MARK 0 5 10 20 Scale T -10' H 1' -5' V RECENED 'JUN 2 3 2336 n 19-Jun-00 1:47:37am DIAMETER OF TREE CANOPY VARIES: SEE PLANS • SURFACE PROTECTION MEASURES I. MIILOI LATER, B" —B "DEPTH 2. 3 /4RYWDW 3. STEEL PLATES TRENCHING/EXCAVATION FENCING/ROOT PROTECTION CHAIN UNx FENCING TO BE PROVIDED AND MAINLINED AT DRIPLNE ECT:RBLEL-RMESEFIXTDES APPROVAL REQURED FOR USE/ACCESS WITHIN ZONE B. PERIASSION FOR USE /ACCESS REOUWES SURFACE PROTECTION FOR ALL UNFENCED. UNPAVED SURFACES ADEN ZONE B 70NF A (CRITICAL ROOT ZONE) I. NO DISTURBANCE ALLOTTED WITHOUT STE— SPECIFIC INSPECTION AND APPROVAL OF METHODS TO 101003E ROOT DAMAGE. 2. SEVERANCE OF ROOTS LARGER THAN 21DU REODRES ILIXIMODULFBESOfixtr5 APPROVAL. 3. TUNNESMD RECMIRED TO INSTAL LINES 3' -0" BELOW MADE OR DEEPER ZONE B (DRIPLJNF) L OPERATION OF HEAVY EQUIPMENT AND/OR STOOTPRING OF MATERIALS SULLECT TO ITONACAL,LLBLESBTAD1fs APPROVAL SURFACE PROTECOON• MEASURES REQUIRED. 2. TRENCHING ALLOWED AS FOLLOWS — EXCAVATION BY HAND CR MTh HAND—DRIVEN TRENCHER MAY BE REQUIRED — LOOT TRENCH MOTH. DO NOT DISTURB ZONE A MAINTAIN 2/3 OR MOE OF ZONE B IN UNDISTURBED CCNCTON 3 - TUNNEING MAY BE REQUIRED FOR TRENCHES DEEPER THAN S-0" ZONE C (FEEDER ROOT ZONE) 1. 10NR03 OPERATION CC HEAVY EQUIPMENT AND/OR SIOOOONG OF MATERIALS. TREE PROTECTION DETAIL NOT TO SCALE Portion of the NW 1/4 of Section 14, Township 23 N, Range 4 E W.M. liBMINNE R -- 6 BERM 6' MEN. MIL DECIDUOUS TREE DETAIL NOT TO SCALE FINISH GRADE PLANTING SOIL AND FERTILIZER EXISTING SUBGRADE Y DIAMETER LODGEPOL E PINE TREE STAKES 2' MD1 MULCH ROOT CRETIN AT TOP OF MOUND 6' ABOVE SURRCANDIIG GRADE LS I' CHAIN LOQC RIBBER TREE TIE NOTE, DO NOT PLANT N BET CONDITIONS PROVIDE DRAINAGE FROM EACH PLANTNCA PIT F NECESSARY I I / / // l / l / 1/ 1 / fill i C /: / l / / a// f -- yTTT // O // 4 i • 4 /// /1 " CC 8 ; \\ j I 1 1 1 1 ' 1 1 1 / ' III le SD f r 1 x 1 1 I - '�I r II I �; 1 1 1 111 ----- - - - --- =1 - 1 1 l de .1.. -- 1L / //, %/ / -- ,— - — .,,,___/- � —, / � � // 1 nil /,i /r ` ,/y // / \�1 / :// / //q/ 1 N! /\; / 1 / 1/ - / , / �// \\\'/ :l , i 11 l 0/ 4/ / / � :ntili // // / r 1 / / r /, / , / 1 „ /r / -- / \ 1 /// /// A \ i _ / // ///8 / i / / / / /rr / / /// TREE LIST FRAXINUS AMERICANA 'AUTUMN APPLAUSE' / AUTUMN APPLAUSE ASH r CAL B&B SELECT EXISTING TREES TO REMAIN- PROVIDE TREE PROTECTION J Nr' SEE DETAIL THIS SHEET L 1 RECEIVED 'JUN 23 2006 %Had Eon PaaIN! Ne. _ has Dote 5r°. ] " =20' ° " 4 " 4 MRL DR.a MRL DeNAMENG LANDSCAPE ARCHITECTS VA NV WILT WWI Tao F N* AL FR Seale F Net Sad. Avaaingy L 1.0 TODDLAND, LLC 2734 58th Ave SW Seattle, WA 98116 O.elod MRL APPINNd MRL Street Trees Landscape Plan T T THE OMESTEADS AT FOSTER POINT NEXT TO EVERYTHING YET A WORLD AWAY. SIX ARCHITECTURALLY DESIGNED THREE AND FOUR BEDROOM HOMES LOCATED ADJACENT TO A PRIVATE PARK OVERLOOKING THE DUWAMISH RIVER, FOSTER LINKS GOLF COURSE, AND MT. RAINIER BEYOND. DEVELOPED BY: RECEIVED JUN 2 3 2 006 COMMUNIT DEVE OPMENT TODDLAND LLC 13302 56TH AVENUE SOUTH TUKWILA, WASHINGTON 98178 0 rn rn co to —4 LOT C LOT B LOT A 121.82' 121.82' 121.82' t 121.82' � SOUTH 133RD STREET PRIVATE ALLEY 142.82' 142.82' LOT D LOT E 142.82' LOT F 142.82' T T THE OMESTEADS AT FOSTER POINT SITE PLAN new City of Tukwila riverfront park RECEIVE JUN 2 3 7* COMMUN pEVELOPMENT THE AT FOSTER. POINT MESTEADS RECEIVED SUN, 2', a 2006 COMMUNITY DEVELOPMENT A ENTRY ELEVATION t Pr 1 ." 0 ' 1 a o 0 A. offii■ Fr ii■ 4# 1 6 4 1w a f THE H OMESTEADS AT FOSTER POINT 0 0 r - I � I I I tt I I i _ o MAIN LEVEL FLOOR PLAN A 4 J RECEIVED JUN 2. 3 2006 COMMUNi I Y DEVELOPMENT 1 1 1 1 1 1 1 1 1 1 1 1 1 L O `1 --, a T T THE OMESTEADS AT FOSTER POINT UPPER LEVEL FLOOR PLAN A RECEIVED JUN 2 3 2006 COME 3U NI I Y DEVELOPNOE THE EMI ■ ■ ® ill 0 I 1 AT FOSTER POINT ESTEA S I[I 11 II1 ENTRY ELEVATION B RECEIVED JUN 2' 3: Z01% COMMUNIIfi y DEVELOPMENT' T T THE 11 OMESTEADS AT FOSTER POINT MAIN LEVEL FLOOR PLAN B T F ori 0 0 J RECEIVED JUN 2 3 2006 THE H OMESTEADS DEVELOPMENT COMMUNITY AT FOSTER POINT UPPER LEVEL FLOOR PLAN B THE -gr. o OMESTEADS AT FOSTER POINT RECEIVED JUN 2 3 2.0 C OMMUNITY/ DEVELOPMENT ENTRY ELEVATION C I I II I I I I I I I ir ‘N 4 , 1 p, AL *A h r -4, ro 0 L_. 0 0 0 0 • IT THE OMESTEADS AT FOSTER POINT MAIN LEVEL FLOOR PLAN C 1 RECEIVED JUN 2 3 2006 COMMUNITY DEVELOPMENT 0 ---- - - - - -- +RECEIVED - - -- --------------- - - - - -- 2 3 20 THE CUiv1MUNl2 DE 06 OMESTEADS T UPPER EL FLOOR PLAN C AT FOSTER POINT UP ER LEA --r \ 'N i r 1 IT THE 11 OMESTEADS AT FOSTER POINT GARAGE PLAN AND EXTERIOR RECEIVED JUN 2 3 2006 COMMUNITY DEVELOPMENT