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06-106514 (2)�) FILE CITY OF �. Federal June 8, 2007 Sitts & Hill Engineers, Inc. 2901 South 40`h Street Tacoma, WA 98409 CITY HALL 33325 8th Avenue South y Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway. com RE: File #06-106514-00-SU; GRAHAM SHORT PLAT *no site address* Dear Mr. Graham: The City of Federal Way has completed the administrative review for the "Graham Short Plat" application to subdivide one piece of property into two, single-family residential lots. The site is located on parcel 614360-0560. The City received your application on December 29, 2006. The City deemed the application complete on January 18, 2007. During the course of review the City sent a request -for - information letter, to which you responded with a resubmittal on April 11, 2007. The City of Federal Way hereby grants preliminary approval of the Graham Short Plat, subject to the conditions noted below. This approval corresponds to the Short Plat Map, date -stamped as received June 5, 2007. You may now proceed with engineering design. This Decision of the Director is based on the enclosed Statement of Facts and Conclusions and in accordance with decision criteria listed in FWCC Section 20-93. This preliminary approval of the short plat does not constitute approval for land clearing or grading, vegetation removal, or any other activities which otherwise require permits from the City. Prior to construction of any improvements, the applicant must apply for engineering approval for all road improvements, storm drainage facilities, and appurtenances. The engineering plans will be reviewed by the Public Works Department and Lakehaven Utility District. No permits or authorization to begin construction or site work will be granted until the final approval of all engineering plans, the payment of all fees, and the submittal of performance securities, as may be required. APPEAL PROCESS Pursuant to FWCC Section 20-94, any person who receives a copy of this decision may appeal the decision within 14 days of the date of issuance. The decision may be appealed in the form of a letter delivered to the Department of Community Development Services by 5:00 PM, June 22, 2007, at the following address: City of Federal Way, 33325 81h Avenue South, PO Box 9718, Federal Way, WA 98063. An appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions of the Director of Community Development Services disputed by the person filing the appeal, and must include the appropriate appeal fee. Any additional requirements of FWCC Section 20-94 must be followed. Mr. Graham June 8, 2007 Page 2 SEPA THRESHOLD DETERMINATION Pursuant to the State Environmental Policy Act (RCW Chapter 43.21 C), the proposal is exempt from SEPA review. REQUESTS FOR CHANGE OF VALUATION Any affected property owners may request a change in valuation for property tax purposes, notwithstanding any program of revaluation. DURATION OF APPROVAL Short Plat approval shall expire one year from the date of issuance of this decision. However, the applicant may submit a written request in the form of a letter with supporting documentation to the Department of Community Development Services requesting a one-time extension of this limit of up to one year, pursuant to FWCC Section 20-107. OTHER AGENCY PERMITS The applicant is responsible for identifying and obtaining all required state, federal, or other agency permits, as may be required. RECORDING OF THE SHORT PLAT MAP One final signed mylar of the BLA and three paper copies, along with the recording fee of $104 is required by the City of Federal Way. (King County charges $98 to record the first sheet and $5 for each additional sheet, with an additional $1 for a conformed copy of the recorded mylars.) Your mylar of the BLA will be recorded at the King County Recorder's Office and you will receive a call to pick up your recorded copy. CLOSING If you have any questions regarding this decision, please contact Laura Kim, Associate Planner, at 253- 835-2641. Sincerely, Kathy McClung Community Development Director ene: Approved Plans c: Ann Dower, Public Works Laura Kim, Associate Planner 06-106514 Doc I D 41125 W FILE CITY OF Federal Way STATEMENT OF FACTS AND CONCLUSIONS Graham Short Plat File No. 06-106514-SU The following are findings for recommending approval of a short plat application for a parcel of land: 614360-0560. 1. Statement of Proposal — Proposal is to subdivide one, 21,000 square -foot lot into two lots. Lot "1" will be 9,600 square feet. Lot "2" will be 11,376 square feet. Review Process — Pursuant to the Federal Way City Code (FWCC), the proposed short plat is permitted, subject to administrative review and a Decision of the Director of Community Development Services, as described in FWCC Chapter 20. The proposal has been reviewed by staff from the City's Planning Division, Building Division, and Public Works Department, as well as the Lakehaven Utility District and South King Fire and Rescue_ 3. Zoning — The site is located in a Single -Family Residential (RS) 9.6 zone (a zone with a minimum lot size requirement of 9,600 square feet). The proposal meets the density requirement as noted below. The zoning chart for this zone (FWCC Section 22-631) lists setback and lot coverage requirements. Future building permit applications will be reviewed for compliance with this zoning chart. As conditioned, the proposed lots meet the minimum requirements of the zone. 4. Comprehensive Plan — The site is designated as Single Family — High Density in the Federal Way Comprehensive Plan (FWCP). The proposal is in compliance with the FWCP and related criteria listed in FWCC Section 20-2. 5. SEPA — Consistent with Section 20-87 of the FWCC, the project is categorically exempt from the State Environmental Policy Act (SEPA) process (WAC 197-11-900). 6. Lot Design (FWCC Section 20-152) — All lots of the proposal abut a public street right -of --way. Access to all lots will be via a paved 15-foot easelnent created by this short plat extending from 380' Avenue South. All easements and utilities will be provided. 7. Density — Pursuant to FWCC Section 20-153, "All lots in conventional subdivisions shall meet the density and minimum lot size requirements of Chapter 22 FWCC." Calculation of density in subdivisions shall not include streets or vehicle access easements. The existing lot is 21,000 square feet. The proposal still meets the minimum density requirement. 8. Open Space and Recreation (FWCC Section 20-155) — In response to case law, the City of Federal Way has determined that it will not require open space for short plats. 9. View Considerations (FWCC Section 20-157) — No adverse view impacts are anticipated. 10. The proposal, as conditioned, will be consistent with the FWCP, all applicable provisions of the FWCC, and will not adversely impact public health, safety, and welfare_ Thus, the project meets all decisional criteria for short plats as found in FWCC Chapter 20. Doc. I.D 41171 I rlry OF lftk�, Federal Wa CITY 8t � 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 WWW city0ffedsralW8y.. coma Mr. Jerry Graham 32829 38ffi Avenue South January 26, 2007 Federal Way, WA 98001 Re: File #06-106514-00-SU; LETTER OF COMPLETENESS , Graham Short Plat; No Site Address, Federal Way Dear Mr. Graham: On December 29, 2006, the City of Federal Ways Department of Community Development Services received your application for the above -referenced short plat. The proposal is to short plat one lot into two lots (tax parcel #614360-0560). The site is zoned Residential Single -Family with a 9,600 square -foot minimum lot size (RS 9.6). Pursuant to Federal Way City Code (FWCC) Section 22-85, within 28 days of receiving an application, the City must determine whether the application is complete. Based on the completeness it in FWCC Section 20-83, the application is deemed complete as of January 25, 2007. ems identified PUBLIC NOTICE PROCEDURE A notice of land use application will now be posted at the site, published in the official City newspaper, and posted at each of the City's official notification boards. REQUEST FOR INFORMATION Various staff have conducted an initial review and identified some issues that need to be addressed. You will need to provide further information, as described below. Please provide a written response letter with your re -submittal. Planning Division (Laura Kim, 253-835-26X41, Iaura.kim cityaff'ederalwa .com 1. Pursuant to FWCC 20-83 please include on the plat map, the proposed name of the short plat, "Graham Short Plat." 2. Please include a vicinity map indicating the proposed short subdivisions related to the area. Public Works Development Services (Ann Dower, 253-835-2732, ann.dowvr a eitvnffederaiwa .eom Engineering Review be File N06-106514-00-SU Doc. I D. 39459 Mr. Randy Haydon Page 2 January 26, 2007 2. Infiltration must be used unless it is shown to be infeasible. te I998 Kingtration testing must be County Surface Water Desalgn d to determine whether or not infiltration is feasible. S Manual (gCSWDNij Section 5.1. 3. If infiltration is infeasible, dispersion is the next oto Dispersion passessment letterrePlease review feetquire only 25 of vegetated flow path, not 50 feet as was cited in the option. If it is not feasible for both lots, it may be applicable for one lot or for a portion of each lot. Short Plat Map 1. Please place the City's file number (06-106514-00-SU) in the upper left corner. 2. Add the owner's names to the dedication. 3. Fill in the Land Surveyor's Certificate. Public Works Traffic Division (Raid Tirhi, 253-835-2744, raid.tirhi cit offederaltvam —COOM d for This completeness review is on behalf of Marya�# a �as it ha a traffic engineer m concurren y and a street subject project. The project is considered comp modification request was received. Following are preliminary technical comments for the project. 1. At a minimum, the first 40 feet of the driveway must be paved. ovements as indicated in the response to the street modification 2. Construct the required shoulder impr request. 3. The existing driveway appears to have vegetation partially obstructing the view to the north. We med" to allow far better' site distance' recommend this vegetation is "trim dditional site distance, the driveway (flag lot) could be relocated to 4. If the applicant wishes to provide a the existing driveway on the north property line is also a drainage the south property line. However, and access easement and therefore has to remain. If you need an example report, please provide Laura Kim with your email address, and we will send you the example report. rict (Brian Asbury, 253-946-5407, basburvna7.or lakehaven Lakehaven Utility Dist } 1. The applicant will need to submit applications to Lakehaven for any necessary water and/or sewer service connections. 2. Regarding sewer connections, the short plat documents should indicate & identify a private sewer easement (or provisions for a private sewer easement, i.e., a private utilities easement) across the entire east side of Lot 2 and across the eastern Privatef the easeme nt terly side of Lot 2, width is at owner'sodiscreton. easement benefit for Lot is sewer service line. Doc 1.13 39459 File A06-106514-00-SU Mr. Randy Haydon Page 3 January 26, 2007 CLOSING PIease be advised that the City's review will be on hold until you provide your resubmittal. Please use the enclosed green Resubmittal Form. Please provide a written response letter with your resubmittal. All materials should be submitted at one time. Please feel free to call me with any questions you may have at 253-835-2641. I look forward to working with you on this project. Sincerely, *1� --Wm Laura Kim Associate Planner Enc: Resubmittal Form c: Agent, Randy Haydon, Sitts & Hill Engineers, Inc., 2901 South 40`h Street, Tacoma, WA 98409 File #06-106514-00-SU Doc I D 39459 _jCAGO TITLE INStTRANCE COMPAI�T .1400 COLUMBIA CENTER, 701 5TH AVE SEATTLE, NA 98104 SHORT PLAT CERTIFICATE Order No.: 1218 744 Certificate for Filing Proposed Short Plat In the matter of the short plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of ICING County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in said ICING County, to -wit: SEE SCHEDULE A (NEXT PAGE) VESTED IN, JERRY GRAHAM, WHO ALSO APPEARS OF RECORD AS JERRY L_ GRAHAM, AND JANE GRAHAM, WHO ALSO APPEARS OF RECORD AS JANE M. GRAHAM, HUSBAND AND WIFE EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $ 2 0 0.0 0 TAX: $ 17.6 0 Records examined to September 18, 2006 at 8: 00 A.M. CHICAGO TITLE INSURANCE COMPANY f ECEIVED By 1 HAR IS/EISENBREY DEC 9 2006 Title Officer (206) 628-5623 CITY OF r-EDERAL WAY BUILDING DEPT. SHPIATA/125-90/EK CAGO TITLE INSURANCE COMPAN� Order No.: 1218744 SHORT PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION THE SOUTH 100 FEET OF THE NORTH 330 FEET OF THE EAST 990 FEET OF THE EAST HALF OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 730 FEET THEREOF; ALSO EXCEPT THAT PORTION THEREOF LYING WITHIN THE RIGHT OF WAY OF 34TH AVENUE SOUTH (ALSO KNOWN AS ROY B. MISENER ROAD) AS ESTABLISHED FEBRUARY 17, 1930, IN VOLUME 30 OF COMMISSIONER'S RECORDS, AT PAGE 257; (ALSO KNOWN AS LOT 110, NORTH LAKE SHORE LANDS, ACCORDING TO THE UNRECORDED PLAT THEREOF). CHICAGO TITLE INSURANCE COMPANY CHICAGO TITLE INSURANCE COMPANY Order No.: 1218744 SHORT PLAT CERTIFICATE SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity or garbage removal. H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights, claims, or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). SHPLATB/031694/soc CHICAGO TITLE INSURANCE COMPANY '^-�IICAGO TITLE INSURANCE COMPAr'_1 Order No.: 1218744 A e c D s SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY PURPOSE: CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER AREA AFFECTED: THE NORTH 15 FEET RECORDED: JANUARY 29, 2004 RECORDING NUMBER: 20040129000426 2. RESERVATION OF ALL COAL, OIL, GAS AND MINERAL RIGHTS, AND RIGHTS TO EXPLORE FOR THE SAME CONTAINED IN DEED FROM WEYERHAEUSER TIMBER CO., A WASHINGTON CORPORATION. RECORDED: RECORDING NUMBER: MAY 6, 1926 2179822 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: THE QUADRANT CORP. AND: LAKEHAVEN UTILITY DISTRICT RECORDED: OCTOBER 21, 2004 RECORDING NUMBER: 20041021000099 REGARDING: LATECOMER CHARGES FOR SANITARY SEWER IMPROVEMENTS 4. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: TAX ACCOUNT NUMBER: LEVY CODE: ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS: GENERAL & SPECIAL TAXES: 2006 614360-0560-04 1205 $ 22,000.00 $ 0.00 BILLED: $ 261.00 PAID: $ 130.50 UNPAID: $ 130.50 5. THE LEGAL DESCRIPTION IN THIS CERTIFICATE IS BASED ON INFORMATION CHICAGO TITLE INSURANCE COMPANY ,--TCAGO TITLE INSURANCE COMPAYI—) Order No.: 1218744 SHORT PLAT CERTIFICATE . SCHEDULE B (Continued) EXCEPTIONS PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED HEREIN. THE PARTIES MUST NOTIFY THE TITLE INSURANCE COMPANY IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. F NOTE 1: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: LOT 110, NORTH LAKE SHORE LANDS, UNRECD_ AS OF SEPTEMBER 18, 2006, THE TAX ACCOUNT FOR SAID PREMISES IS 614360-0560-04. END OF SCHEDULE B SHPIATB3/1MM0/EK CHICAGO =E INSURANCE COMPANY CHICAGO TITLi-. ISURANCE COMPANY 701 FIFTH AVENUE, #3400, SEATTLE, WA 98104 PHONE: (206)628-5623 FAX: (206)628-5657 IMPORTANT: This is not a Survey_ it is famished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. North Lake Shore Lands, unrecorded 320 TH ST _j __ T - �`l S. 32PTHST . .. ........ ro 0 AI'A 4*t 'M 4- am, CIM M70 .'m Q air 05M 0579 . ! Xp.............. C3 -1 000 0555 fi 4a - W ?p FALy B S, ........... ------ .......... 5 Will V 0015 ova j flan 4f a wo to .1jr ODW Z nc" .."W1 CC* ll 9w 0 -flkl j=,l Qm 1016 05wo 4 le m. "I'm .......... meo ---------- ...... 0 (Ml �Or L qj 41110 -------------•% 2 21k=1 am - 15 1 ow, 4 oat *At 20 IT ow 77, .1 l 0.11n ow EXCLUSIONS (Cont'd.) 4. Any claim, which arises out of , transaction vesting in the Insured the estat, interest insured by this policy, by reason of the operation of fedeiJ bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the estate or interest insured by this policy being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the transaction creating the estate or interest insured by this policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. ALTA LOAN POLICY FORM (10-17-92) The following matters are expressly excluded from the coverage of this policy and the Company will not pay loss or damage, costs, attorneys' fees or expenses which arise by reason of: 1. (a) Any law, ordinance or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulating, prohibiting or relating to (i) the occupancy, use, or enjoyment of the land; (ii) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separa- tion in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, ordinances or governmental regulations, except to the extent that a notice of the enforcement thereof or a notice of a defect, lien or encum- brance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. (b) Any governmental police power not excluded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in the public records at Date of Policy. 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Policy, but not excluding from coverage any taking which has occurred prior to Date of Policy which would be binding on the rights of a purchaser for value without knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered, assumed or agreed to by the insured claimant; (b) not known to the Company, not recorded in the public records at Date of Policy, but known to the insured claimant and not disclosed in writing to the Company by the insured claimant prior to the date the insured claimant became an insured under this policy; (c) resulting in no loss or damage to the insured claimant; (d) attaching or created subsequent to Date of Policy (except to the extent that this policy insures the priority of the lien of the insured mortgage over any statutory lien for services, labor or material); or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid value for the insured mortgage. 4. Unenforceability of the lien of the insured mortgage because of the inability or failure of the insured at Date of Policy, or the inability or failure of any subsequent owner of the indebtedness, to comply with applicable doing business laws of the state in which the land is situated. 5. Invalidity or unenforceability of the lien of the insured mortgage, or claim thereof, which arises out of the transaction evidenced by the insured mortgage and is based upon usury or any consumer credit protection or truth in lending law. 6. Any statutory lien for services, labor or materials (or the claim or priority of any statutory lien for services, labor or materials over the lien of the insured mortgage) arising from an improvement or work related to the land which is con- tracted for and commenced subsequent to Date of Policy and is not financed in whole or in part by proceeds of the indebtedness secured by the insured mortgage which at Date of Policy the insured has advanced or is obligated to advance. 7. Any claim, which arises out of the transaction creating the interest of the mortgagee insured by this policy, by reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that is based on: (i) the transaction creating the interest of the insured mortgagee being deemed a fraudulent conveyance or fraudulent transfer; or (ii) the subordination of the interest of the insured mortgagee as a result of the application of the doctrine of equitable subordination; or (iii) the transaction creating the interest of the insured mortgagee being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the instrument of transfer; or (b) of such recordation to impart notice to a purchaser for value or a judgment or lien creditor. CITY OF Federal Way DATE: January 17, 2007 TO: Laura Kim CC: Ann Dower FROM: Raid Tirhi SUBJECT: GRAHAM SHORT PLAT - (06-106514-00-SU) *NO SITE ADDRESS* MEMORANDUM Public Works Department This Completeness review is on behalf of Maryanne Zukowski, the Traffic Engineer assigned for the subject project. The project is considered complete as it has been exempt from Concurrency and a Street Modification request was received. Following are preliminary technical comments for the project: 1. At a minimum, the first 40 feet of the driveway must be paved. 2. Construct the required shoulder improvements as indicated in the response to the street modification request. 3. Based on a field visit it appears that sight distance is obstructed by vegetation north of the proposed driveway(s). Please submit an intersection sight distance analysis at the short plat proposed access driveway intersections with 38th Avenue S. The analysis shall bear the seal of an engineer licensed in the state of Washington. The sight distance triangle shall be depicted on the plan set. 4. Please provide photo documentation within the report of the sight distance analysis. The photo must show the location of the sight distance standard in the picture as well as the location of the viewer. Plan sheets within the report should also provide the site distance documentation. State if the sight distance requirements are met or not and provide any required safety mitigation measures. 5. Following are possible mitigation measures for sight distance issues: a) Remove sight visibility obstructions out of the sight distance triangle. b) Reconfigure the flag lot design by relocating the proposed driveway to the southern property line and share the access driveway for both lots. RESUBMITTED APR 1 1 2007 L:\CSDC\DOCS\SAVE\4183481097.DOC CITY OF FEDERAL WAY BUILDING DEPT. Your Community Newspaper - Affidavit of Publication Debbie Kaufman, being first duly sworn on oath, deposes and says that she is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained at the aforementioned place of publication of said newspaper. That the annexed is a true copy of a legal advertisement placed by City of Federal Way L-1201 as it was published in regular issues (and not in supplemental form) of said newspaper once each week for a period of one consecutive week(s), commencing on the 31st day of January. 2007 , and ending on the 31st day of January, 2007. both dates inclusive, and that such newspaper was regularly distributed to its readers during all of said period. That the full amount of the fee charged for the foregoing publication is the sum of $$3.64 which amount has been paid in full, or billed at the legal rate according to RCW 65.16.090 Subscribed to and sworn before me this 5th day of February, 2007. Notary Public in and for the State of Washington, Residing at Federal Way `• �A�1 T A R N�A : �� p t1 B L►�oa�:.p ,oAl 5 1414 SO.324TH STREET, SUITE B210, FEDERAL WAY, WA 98003 0 253-925-5565 ■ FAX: 253-925-5750 CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Name: Graham Short Plat Project: Proposal to subdivide an existing 21,000 square Foot (0.48 acres) lot into two separate lots. Both of the proposed Jots will include a minimum of 9,600 square feet of lot area. Owner: Jerry Graham, 32829 38th Avenue South, Federal Way, WA 98001 Agent: Randy Haydon, Sitts & Hill Engineers, Inc., 2901 South 40th Street, Tacoma, WA 98409 Location: No Site Address Available - Par- oel #: 614360-0560 Date Application Received: December 29, 2006 Date Determined Complete: January 25, 2007 Permits Required by this Application: 1. Short Plat (File #06-106514-00-SU) Related Permits: None Relevant Environmental Documents are Available at the Address Below: YES X NO Development Regulations to be Used for Project Mitigation, Known at This Time: Pro Way City Code (FWCC) Chapter 19, "Planning and D elopment"; Chapter 20, "Subdivision"; and Chapter 22 "Zonin " Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC, King County Surface Water Design Manual and City Amendments, and the City Road Standards. The official project file is available for public review at the Department of Community De- velopment Services (address below). Any person may submit wnl#en comments on the land use application to the Director of Com- munity Development Services by 5:00 p.m. on February 14, 2007. Only persons who submit written documents to the Director, or specifioally request a copy of the original de- cclision, may appeal the Director's decision. Contact: Associate Planner Laura Kim, 253- 835.2641 City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063 FWM#-1201 Date of publication: 01/31/07 Page 1 of 1 Laura Kim - RE: Graham Short Plat From: "Brian Asbury" <BAsbury@lakehaven.org> To: "Laura Kim" <Laura.Kim@cityoffederalway.com> Date: 2/7/2007 1:13 PM Subject: RE: Graham Short Plat Laura, Yesterday, I spoke with both Mr. Graham and his engineer regarding sewer service and/or easements required. Simply & briefly, 1) if sewer service is desired immediately, then a private easement on Lot 2 will be required for the benefit of Lot 1's temporary sewer service line. Additionally and not directly related to the Short Plat document itself, additional private easement area(s) east of the short plat lots for both Lots' temporary sewer service lines will be required across a public storm system tract and a joint -use access/utility tract for 2 lots in Northlake Ridge Division 2, or 2) if sewer service is not desired immediately, an upcoming Lakehaven CIP project will construct public sewer facilities in 38th Ave. S that will provide permanent service connection locations for each lot without need for any sewer easements. Bottom -line is that I suggested they include the private easement area on Lot 2 on the short plat documents, in the event they need sewer service prior to the completion of permanent public sewer in the fronting ROW. If the easement isn't needed ultimately, it can pretty easily be vacated via quit claim/quiet title. Brian Asbury Engineering Technician III Lakehaven Utility District hM:I/www.takehaven.or,gistandards.htm FAX 253-529-4081 NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown. Facility locations and conditions are subject to field verification. All fees and charges subject to change without notice. From: Laura Kim[mailto:Laura. Kim@cityoffederalway.com] Sent: Monday, January 22, 2007 2:44 PM To: Brian Asbury Subject: Graham Short Plat 06-106514-SU. Hey Brian - Just wanted to see if you had any comments on the Graham Short Plat. Thank you! Laura file://C:\Documents%20and%20Settings\default\Local%20Settings\Temp\GW}000O1.HTM 2/7/2007 4ikCITY 40';::tSP OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.citvoffederalway.corn DECLARATION OF DISTRIBUTION i, M r-- 4 Vv4A---, hereby declare, under penalty of perjury of the laws of the State of Washington, that a: ZJ�Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed ❑ e-mailed and/or 25:�osted to or at each of the attached addresses on 2007. Project Name File Number(s) 0 U ` (LI - 0- S v Signature Date (t) c�U K:\CD Administration Files\Declaration of Distribution.doc/Last printed 1 /2/2007 2:25:00 PM Posting Sites: Federal Way City Hall — 33325 8"' Avenue Federal Way Regional Library — 34200 151 Way South Federal Way 320"' Branch Library — 848 South 320"' Street CITY OF Federal Way NOTICE OF LAND USE APPLICATION Name: Graham Short Plat Project: Proposal to subdivide an existing 21,000 square foot (0.48 acres) lot into two separate lots. Both of the proposed lots will include a minimum of 9,600 square feet of lot area. Owner: Jerry Graham, 32829 38`h Avenue South, Federal Way, WA 98001 Agent: Randy Haydon, Sitts & Hill Engineers, Inc., 2901 South 40t' Street, Tacoma, WA 98409 Location: No Site Address Available — Parcel #: 614360-0560 Date Application Received: December 29, 2006 Permits Required by this Application: 1. Short Plat (File #06-106514-00-SU) Related Permits: None Date Determined Complete: January 25, 2007 Relevant Environmental Documents are Available at the Address Below: _YES X NO Development Regulations to be Used for Project Mitigation, Known at This Time: Federal Way City Code (FWCC) Chapter 19, "Planning and Development"; Chapter 20, "Subdivision"; and Chapter 22 "Zoning" Consistency with Applicable City Plans and Regulations. - The project will be reviewed for consistency with all applicable codes and regulations including the FWCC, King County Surface Water Design Manual and City Amendments, and the City Road Standards. The official project file is available for public review at the Department of Community Development Services (address below). Any person may submit written comments on the land use application to the Director of Community Development Services by 5:00 p.m. on February 14, 2007. Only persons who submit written documents to the Director, or specifically request a copy of the original decision, may appeal the Director's decision. Contact: Associate Planner Laura Kim, 253-835-2641 City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063 Published in the Federal Way Mirror on January 31, 2007 Doc. I D. 39467 41k CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cityoffed ra4wa .com DECLARATION OF DISTRIBUTION I - hereby declare, under penalty of perjury of the laws of the State of Washin;' gton, th a: ) l Notice of Land Use Application/Action ❑ Notice of Determination of Significance (DS) and Scoping Notice ❑ Notice of Environmental Determination of Nonsignificance (SEPA, DNS) ❑ Notice.of Mitigated Environmental Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ FWCC Interpretation ❑ Other ❑ Land Use Decision Letter ❑ Notice of Public Hearing before the Hearing Examiner ❑ Notice of Planning Commission Public Hearing ❑ Notice of LUTC/CC Public Hearing ❑ Notice of Application for Shoreline Management Permit ❑ Shoreline Management Permit ❑ Adoption of Existing Environmental Document was ❑ mailed ❑ faxed X e-mailed and/or ❑ posted to or at each of the attached addresses on 2007. Project Name File Number(s) Signature �� Date G/ Z? -=��7 K:\CD Administration Files\Declaration of Disiribution.doc/Lost printed 1 /18/2007 4:06:00 PM CITY OF Federal Way NOTICE OF LAND USE APPLICATION Name: Graham Short Plat Project: Proposal to subdivide an existing 21,000 square foot (0.48 acres) lot into two separate lots. Both of the proposed lots will include a minimum of 9,600 square feet of lot area. Owner: Jerry Graham, 32829 38th Avenue South, Federal Way, WA 98001 Agent: Randy Haydon, Sitts & Hill Engineers, Inc., 2901 South 40th Street, Tacoma, WA 98409 Location: No Site Address Available — Parcel #: 6143 60-05 60 Date Application Received: December 29, 2006 Permits Required by this Application: 1. Short Plat (File #06-106514-00-SU) Related Permits: None Date Determined Complete: January 25, 2007 Relevant Environmental Documents are Available at the Address Below: _YES X NO Development Regulations to be Used for Project Mitigation, Known at This Time: Federal Way City Code (FWCC) Chapter 19, "Planning and Development"; Chapter 20, "Subdivision"; and Chapter 22 "Zoning" Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC, King County Surface Water Design Manual and City Amendments, and the City Road Standards. The official project file is available for public review at the Department of Community Development Services (address below). Any person may submit written comments on the land use application to the Director of Community Development Services by 5:00 p.m. on February 14, 2007. Only persons who submit written documents to the Director, or specifically request a copy of the original decision, may appeal the Director's decision. Contact: Associate Planner Laura Kim, 253-835-2641 City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063 Published in the Federal Way Mirror on January 31, 2007 Doc I D 39467 Page 1 of 1 Tina Piety - Legal Notice From: Tina Piety To: admin@fedwaymirror.com; dgrigg@soundpublishing.com Date: 1 /29/2007 10:43:26 AM Subject: Legal Notice Hello, Please publish the attached legal notice (Graham Short Plat, 06-106514) in Wednesday's (1/31/07) issue. Please furnish an affidavit of publication. Thank you, Tina file:HC:\Documents and Settings\Default\Local Settings\Temp\GW}00002.HTM 1/29/2007 CITY OF 4A Federal Way "iG c NOTICE OF LAND USE APPLICATION Name: Graham Short Plat Project: Proposal to subdivide an existing 21,000 square foot (0.48 acres) lot into two separate lots. Both of the proposed lots will include a minimum of 9,600 square feet of lot area. Owner: Jerry Graham, 32829 38 b Avenue South, Federal Way, WA 98001 Agent: Randy Haydon, Sitts & Hill Engineers, Inc., 2901 South 40`h Street, Tacoma, WA 98409 Location: No Site Address Available — Parcel #: 614360-0560 Date Application Received: December 29, 2006 Date Determined Complete: January 25, 2007 Permits Required by this Application: 1. Short Plat (File #06-106514-00-SU) Related Permits: None Relevant Environmental Documents are Available at the Address Below: _YES X NO Development Regulations to be Used for Project Mitigation, Known at This Time: Federal Way City Code (FWCC) Chapter 19, "Planning and Development"; Chapter 20, "Subdivision"; and Chapter 22 "Zoning" Consistency with Applicable City Plans and Regulations: The, project will be reviewed for consistency with all applicable codes and regulations including the FWCC, King County Surface Water Design Manual and City Amendments, and the City Road Standards. The official project file is available for public review at the Department of Community Development Services (address below). Any person may submit written comments on the land use application to the Director of Community Development Services by 5:00 p.m. on February 14, 2007. Only persons who submit written documents to the Director, or specifically request a copy of the original decision, may appeal the Director's decision. Contact: Associate Planner Laura Kim, 253-835-2641 City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063 Published in the Federal Way Mirror on January 31, 2007 Doc. I a 39467 CIT -�. Federal Way DATE: 1/22/07 TO: Laura Kim FROM: Ann Dower 60 SUBJECT: GRAHAM SHORT PLAT - (06-106514-00-SU) *NO SITE ADDRESS*; Completeness Review MEMORANDUM Public Works Department The information provided on 12/29/06 has been reviewed and is complete. The applicant must address the following comments: Engineering Review 1. Infiltration must be used unless it is shown to be infeasible. Soils infiltration testing must be provided to determine whether or not infiltration is feasible. See the 1998 King County Surface Water Design Manual (KCSWDM), section 5.1. 2. If infiltration is infeasible, dispersion is the next option. Dispersion trenches require only 25' of vegetated flow path, not 50' as was cited in the drainage assessment letter. Please review this option. If it is not feasible for both lots, it maybe applicable for one lot or for a portion of each lot. Short Plat Map 3. Please place the city's file number, 06-106514-SU, in the upper left corner. 4. Provide a vicinity map. 5. Add the owners names to the Dedication. 6. Fill in the Land Surveyor's Certificate. 0/ l 1,N ;krr� '0111 W 1 rem �/111,1L-+ . NiM T CITY OF Federal Way DATE: January 17, 2007 TO: Laura Kim CC: Ann Dower FROM: Raid Tirhi SUB]ECT: GRAHAM SHORT PLAT - (06-106514-00-SU) *NO SITE ADDRESS* MEMORANDUM Public Works Department This Completeness review is on behalf of Maryanne Zukowski, the Traffic Engineer assigned for the subject project. The project is considered complete as it has been exempt from Concurrency and a -Street Modification request was received. Following are preliminary technical comments for the project: 1. At a minimum, the first 40 feet of the driveway must be paved. 2. Construct the required shoulder improvements as indicated in the response to the street modification request. Based on a field visit it appears that sight distance is obstructed by vegetation north of the proposed driveway(s). Please submit an intersection sight distance analysis at the short plat proposed access driveway intersections with 38th Avenue S. The analysis shall bear the seal of an engineer licensed in the state of Washington. The sight distance triangle shall be depicted on the plan set. 4. Please provide photo documentation within the report of the sight distance analysis. The photo must show the location of the sight distance standard in the picture as well as the location of the viewer. Plan sheets within the report should also provide the site distance documentation. State if the sight distance requirements are met or not and provide any required safety mitigation measures. 5. Following are possible mitigation measures for sight distance issues: a) Remove sight visibility obstructions out of the sight distance triangle. b) Reconfigure the flag lot design by relocating the proposed driveway to the southern property line and share the access driveway for both lots. L:\CSDC\DOCS\SAVE\4183481097.DOC CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: January 4, 2007 TO: Will Appleton, Development Services Manager Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, Federal Way Fire Department FROM: Laura Kim FOR DRC MTG. ON: January 18, 2007- Internal Meeting FILE NUMBER(s): 06-106514-00-SU RELATED FILE NOS.: Graham Short Plat Pre-App 06-102087-PC -- Graham Street Modification Request 06-105222-SM Graham Concurrency Analysis 06-106516-CN PROJECT NAME: GRAHAM SHORT PLAT PROJECT ADDRESS: *NO SITE ADDRESS* Parcel #: 614360 0560 ZONING DISTRICT: RS 9.6 PROJECT DESCRIPTION: Subidividing one lot into two LAND USE PERMITS: Short Plat PROJECT CONTACT: Randy Haydon SITTS & HILL ENGINEERS INC 2901 S 40TH ST 253-474-9449 (Work) MATERIALS SUBMITTED: -Letter of transmittal -Title Report -Lot Closure Calculations -King County Water Availability -King County Sewer Availability -Assessors Map of Site -Preliminary Plans including Tophographic Survey and Tree Retention Plans Federal Way 4ik MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South IR L PO Box 9718 Federal Way WA 98063-9718 DEC 2 9 2006 253-835-2607; Fax 253-835-2609 .vww.cityu ffederaiway.com CITY OF FEDERAL WAY BUILDING DEPT. APPLICATION NO(S) Date Project Name nnYY Property Address/Location Parcel Number(s) _ 7L N'Ge d Y'i D. _ 614.30— d50— d Project Description O S GY+ 1 4 PIXASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director=s Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information 41, (0 Zoning Designation Comprehensive Plan Designation h eIr" G Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Applicant Name: Jerry Grah4lw Address: IK629 3$ri' Ave. S, City/State: FMeAM _ "` 7 ) WA . R8D01- Zip: Phone: 25 3 - 12 7 - 7029 Ge 114 ZS3-230- 2678 Fax: r� Email: GiA1 MAIM I.@Gow{.,~a5`. h' Signature: Agent ' di€feren an Applicant) , 1 } a y I-� do', Glv 5, �61-s fF (I 1 Na e: tV,= TOC, Address:O 1 S . 4aT'4 57- City/State: Taco mq , wA Zip: g8409 Phone: 255— 474 _q ++T Fax: 253- 4-74 -0 193 , Email: Mmlyhaydmesi k-hi1/- t>7ee4eS.a Signature: t. r� _ Owner e7a�v✓ ,C_ a S AW it` Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Bulletin #003 — August 18, 2004 Page 1 of 1 k:\Handouts\Master Land Use Application _,/2006 11:40 253-536-4463 09:44 OCT 09, 2006 HIATT SALES PAGE 03/04 I tL I`IV �»-ate-waoo� 9f;xJIJL i nvt.. r_r .� Kitty County 1]�mrtmant att7cv+ctepmenk phd L�[vfrenmcnraf 9orvlcnA Buitoting 5orvIce9 Dhrfaton SM Oataesdtile Avanrtc Soulhwoat lienlon, wa:hinpton 19SM&1219 ar,2-m- 00 77Y205-W-7217 i available � /C Alternative formats upon request King County Certificate of Water Availability Mis cortlncate provide-M the Sotrttle King COUnty Department 4t PUblle I•Icnllh and the Department Of Develbpment afla I*"nvironrnOrlCal SeNicr"• with IrdorYnition necagsary to evaluate developmont praposala. µ I!� Building P"mlt O PrellminaryPlot or PUD Short subdvZsion ❑ Rezone or otter _ hplllit::lnis name: I'roposod use: �b Jew ' • --� 1 �,�p �� f �fC•` y� I.r1t6on , ■ f Are mop ant! k9al dc=ption it naccaaary) a. Wawrptr' be provided by WNZP.O*—PCnen only to an exlnthlg C ,/ (atzc) water main that jIt ! ✓ r".1 from the 00. OR _ LJ b_ r,1 (1)r nervioe will require an tmpr4vf rq of watrn main to [such the Site: and/or n (2) n (2) 7ne cavlrigtian ofn dlafriSuGvn system nn inF slta; astr]fvr Ll 13) Mar (47 xrlbej ` a. TIRO water eyafcm Is in conformanco Mill a County approved water Comprehensive plan, OR ❑ b. Thn wear syatom improvement it, not in wafomdMe, wit)[ a County nppreved water wmprchensh+n pl.]n and wig oAtIlre n y3terccmPm"nslve plan arni:Rdmert pl? may cause a 64lny In Issuancs of A Permit or apprwary. t7 n Tne propeaad project k vlkraEn the ppfpdBtl0 arrdts of the dL-kk( or hen been granted Rrwndary Revrew nrwtird apprtYvgl for exf+errelarl4f s�rxvicr natsldo the dlslrkt ordty. or la within the Cournty appm+rad Eer&e omo of a �rvnlr• water purveyor. OR (-i h_ Annexation or Boundary Rrvtrlw Board (ERR) ,sPproVaj wsl bo necessmy to provide seMiX.I, i. 'f� a, water is or Wm bn mvalabte ate Cole�ftow and duration and;rated below at no rose then 2a PM measured pt the nearest fac trydrnng fool rmm the bullding/properN (Of M rT°Tked on the attached Mp): pale of now of Peak Demand Duration © lorA than Soo gpm (approx. t7 APlrl) Jp.,m than t I»ur t tta W (0 2 Trours ❑ 5X to 999 gPrn or X1oW 9pm or moue Ij ether now rest o<-pin ❑ calculal" or npm (Mote: Commomlel bullrJing permits whlah lneluden rmr0.lfrrmiiy strucbacs m4uim tow tGIt of ealcutallop.) OR b water eyalorn IS not rmpabla of prov0hg ter. Raw. 5 Worl tsystem has co6rceise of water right or vvater r)ght clalrM RtdrinJent to ptovidC gervlce. Q OR ❑ b. Watx :ry.Hem duos not eurreMly have nnceseary wltrer rlghL or water ffpM c(alrne. f.nrfYnentElCx1nd1110ns: �_._. i comiry mot the abovewatOr purmyorinkrrmoTlon is true. Tt>iS ottliAcalien shall t; valldf4r Ono yohr(mm date of slgnsturo. j,&KF UAVEj4 tlTZLITY DISTRICT LEN CORVWELL AMC Ngency sign ems t MGTNt rRjRG TECHNICIAN TT Tires: Si rr�� Dale 1 prQ�o� Est Lo1H1 Prassure C ProssurcxArtp W1La Elowtlons of ProWaHy µThe District, at itS sole discretion, reserves the right to delay or deny water service based upon canaoity lifWtatlonS in District and otllar Purveys! f [Alines. :wnaihu[rY form bcal�+aMr,pef Rnv, ns.re.N105 mgkAixrtBMcm= OYMAMOMLAWMAUSM J 2006 11:40 253-53F ',463 HIATT SALES PAGE 04/04 �o9 , -1' 5 OCT 09, 2006 i 1 EL NO; t run% GYrurtty tmpi. nFD:7-3npmcni Sad F.rrvimnmcah+l Str�Ircz -�- "�-• - rwnainF strvlr x WVIAioR 9w txkesdAlo Arcmtc Whw-M Alternative formats available 14 ntor% wnhinFiat+ 98051-17-19 (x06),)-0e-6600 'rT-Y(M07.9&7217 upon request King County Certificate of Sewer Availability 'this certificate providas the Seattle !Sing County Department of PubGC fieailh and the Departrsten(of Development and Environment8l Servicas with informatlon necessary to svalugt:' developrrleen prapnaals 7Rto in tt119 156Y �widing Permit O Prellminary Plot orPUD Short Subrfvision o Rezone or other. Appli0ant'e nemc: Proposed use: ,j�'g _ Location: (anach map and ingal description if M-Msary] sewri, agency i.DWS� r} t r' a. ►tscwer servl:ecMbo provided by side sewer connp,cdlon only to an cxistlnq �-..,_„..Mzek' �Y feet fmm the site and the sewer syncrn has ttla Capacity to serve ttie proposM t+sc, ^t° oR P.��F�R.�q +} ��v�l ►,a 1x � a �!�Y ��u'�.R .� iJc� .��.�+ � a} fk-4'.tu:'� CAdi Chlir grJa 77 r4 Jn �Nr r f�r� s•c IJ� s r7 r r =Tw T7 f rj q. � r, t SorLvitc w1€I revutre an 9mprroOvef�l@tit to the sClvCrsysle7ri 61; �, Prt i0� � p ('1) Jest of sewer trunk or lateral to reach the tile; and/or d (2) The construction of., colleelion System on the sits; and/or l D (3) Other (dr scrloe) Q� a. The sewer system improvement Is In confMance with a county approved sewer c*mprphenFtve plan OR © The eewor systertl improvement will require a aswer comprehenaive plan amendment, 3, z. The prrgoSad projeci � w+lbin the corprxaib IImf15 of the dlahic` or has been granted Boundary RaVlew Board approwl for extension of acrvit:e oulalde the district or city. OR o b Annexation or Boundary Review Board (DRB) approval will be nacessery to provide service. d Service it aubject to thr, following: e. connec9gn chwge: b. EaBsmont(Z):�ti _ c. Other. Gok, P ��F iMn-r+t,rn..vcrctj Thi, blorirt,At IN sore ditetellnn, reacn'a the rlphl In 061Y Or deny XE WCT ernirr bWa PpdB !apathy 1lmitndnns h1 Dlatrlet ntld Or11er Pdr'rCYvt' 4+rllturx 1 certify that the above sewer agency Wom atlon fa true. This eertmc�ltlon shall be valid for one year from date of signature. Agency name ENGl.rdi? RTMG TECFINICIA14 IX WO-P acvrer evsllabillty form.dtm b c*rl. "mt•pdf LEM cor. MILT— SI. na€ory n 3� hale/wrq�. i BA$Ei ID 02-07-2002�� l i N Boundary.txt Parcel name: Boundary North: 9780.8869 East : 9265.7594 Line Course: N 89-08-55 W Length: 209.83 North: 9784.0048 East 9055.9525 Line Course: s 01-02-05 W Length: 100.00 North: 9684.0211 East 9054.1467 Line Course: S 89-08-55 E Length: 209.76 North: 9680.9043 East 9263.8835 Line Course: N 01-04-32 E Length: 100.00 North: 9780.8866 East 9265.7606 Perimeter: 619.59 Area: 20,980 sq. ft. 0.48 acres Mapcheck Closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0013 Course: S 77-50-19 E Error North:-0.00027 East : 0.00126 Precision 1: 476,607.69 EXPIRES: Page 1 RECEIVED DEC 2 9 2006 CITY OF FEDERAL WAY BUILDING DIEPT, Parcel name: Lot 2 North: 9780.8869 Line Course: N 89-08-55 w North: 9784.0048 Line Course: S 01-02-05 w North: 9762.0084 Line Course: S 89-08-55 E North: 9760.2253 Line Course: S 03-28-40 E North: 9682.1493 Line Course: S 89-08-55 E North: 9680.9070 Line Course: N 01-04-32 E North: 9780.8893 Lot2.txt East : 9265.7594 Length: 209.83 East 9055.9525 Length: 22.00 East 9055.5552 Length: 120.00 East 9175.5420 Length: 78.22 East 9180.2869 Length: 83.61 East 9263.8877 Length: 100.00 East 9265.7648 Perimeter: 613.66 Area: 11,380 sq. ft. 0.26 acres Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0060 Course: N 65-46-46 E Error North: 0.00244 East : 0.00543 Precision 1: 102,276.67 r XPfRES: ��LLAt�Sr Page 1 CI 3U11_DjfV(3 D p WAY Parcel name: Lot 1 North: 9760.2252 Line course: N 89-08-55 W North: 9762.0083 Line course: s 01-02-05 w North: 9684.0210 Line course: S 89-08-55 E North: 9682.1465 Line course: N 03-28-40 w North: 9760.2225 Lot 1.txt East : 9175.5407 Length: 120.00 East 9055.5539 Length: 78.00 East 9054.1454 Length: 126.15 East 9180.2815 Length: 78.22 East 9175.5365 Perimeter: 402.38 Area: 9,600 sq. ft. 0.22 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error closure: 0.0050 course: S 56-54-27 w Error North:-0.00271 East :-0.00416 Precision 1: 80,474.00 �C.�� (; Ate, '�O "I7669 L LAND$�� : vnIRES: —0% RECEIVED DEC 2 9 Z006 C BUILDING DEPOF FEDIERALT. Page 1 Ph.253-896-1011 Fx.253-896-2633 Ms. Janie Springall c/o Mr. Jerry Graham 32829 38" Ave. S. Federal Way, WA 9800' FIESUBMI`fT . APR 112007 r;iTy OF: FEDERAL WAY BUILDING DEPT. GeoResources, LLC 5007 Pacific Hwy. E, Suite 20 Fife, Washington 98424-2649 March 27, 2007 Geotechnical Consultation Stormwater Runoff Graham Short Plat 381h Avenue South Federal Way, Washington Job No:Springall.38'".L This letter summarizes our site observations and subsurface exploration results for the proposed Graham Short Plat located east of 38'" Avenue South in Federal Way. We understand that you propose to subdivide the site into two lots for residential development. The proposed layout of the site is shown on the Site Plan, Figure I. Soils mapped in the SCS for the site consist of Ag13, Alderwood soils. These soils are typically derived from glacial till and have a very low infiltration capacity. These soils are typically classified as a "D" soil. A copy of the SCS map for the area is included as Figure 2. We completed two test pits in the west portion of the site for driveway stormwater runoff, Figure 1. The soils encountered in the test pits consisted of approximately 3 to 5 feet of weathered medium dense glacial till over undisturbed very dense glacial till. Although no groundwater seepage was observed, localized mottling was observed in the lower portion of the weathered till. Copies of the test pit logs are included as Figure 3. It is therefore our opinion that infiltration of stormwater is not practical at this site. If required, very shallow systems can be utilized in the weathered soil horizons, however overflow systems should be included in the design, and discharge to the road side ditch that flows to the lake. Roof runoff may be dispersed via splash blocks. This will closely match the existing conditions at the site. We appreciate the opportunity to be of service to you on this project. Please do not hesitate to call with any additional comments or questions. Respectfully submitted, GeoResources, LLC BPB:bpb DOC1D:SPdngaLGrah am: urt W. Groescn, FL rincipal �,� W• 6 Cr�STO QNAL EXPIRES: 06 !! 4510 3/S6 TOPOGRAPHIC SURVEY AND TREE RETENTION PLAN Lei � 14 3 TP-2 I f I " p�L4, ` = EXISTIi O EVERGREEN TREE �5.. ;ram = EVERGREEN TREES TO BE SAVED NORTH SCALE 1' a 30' B.s.B.L. 30 0 30 60 APPROXIMATE LOCATION OF TEST PIT TP-1 ■ GeoResources, LLC 5007 Pacific Highway East, Suite 20 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site Plan Graham Short Plat 381h Avenue South Federal Way, Washington Job #. Springall.38th February 2007 1 Figure I TEST PIT LOGS SPRINGALL SFR 38th AVENUE SOUTH FEDERAL WAY, WA TP-1: Located in the NW portion of the site Depth Soil Type Soil Description 0.0 - 1.0 Topsoil/Fill (construction debris) 1.0 - 3.0 SM Brn silty SAND w/ occ gravel (dense, moist) 3.0 - 4.5 SM Brn/org silty SAND w/ gravel (med dense to dense, moist) (Weathered till) 4.5 - 9.0 SM Gry silty SAND w/ gravel and trace cobbs (dense, moist) (Glacial Till) No groundwater seepage observed No caving observed TP-2: Located in the SW portion of the site Depth Soil Type Soil Description 0.0 - 1.0 Topsoil/Fill (construction debris) 1.0 - 1.5 SM Brn silty SAND w/ occ gravel (dense, moist) 1.5 - 3.0 SM Brn/org silty SAND w/ gravel (med dense to dense, moist) (Weathered till) 3.0 - 8.0 SM Gry silty SAND w/ gravel and trace cobbs (dense, moist) (Glacial Till) No groundwater seepage observed No caving observed Logged by: DCB Date: 03/10/2007 F rt r 1 I n -A Ql�_ 1�0I arlhopholo - _ }'yY" D77 -- � � - .. .-F,OY_ �f 1 -.yam I f 1 I 1i V•„I , 1 i t 9 1 f�- , ^ 1 I 1 1 f IZ- '- 1 '- .I. 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I!' - �• : �I •®� III} - _' . 1�,- a m --i cn M.:_._..._.... �.:.:....... i .: 0 z v N D ch z N mcon II m � 2' MIN. —osrti� I 1 1 1� I I i 11 �. - ! I I I I 1 I I I } I I I I I I I I � l l-• { ! f mm I I i I I �mZ0'twe i I i v" j I a I - I m I,I 5f SITTS & HILL ENGINEERS, INC. Professional Engineers and Planners 2901 South 40th Street, Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253) 474-0153 December 29th, 2006 CITY OF FEDERAL WAY 33325 - 8th Avenue South Federal Way, Washington 98063-9718 TO: Ms. Ann Dower REFCEIVEFD DEC 2 9 2006 CITY OF FEDERAL WAY BUILDING D8PT SUBJECT: GRAHAM SHORT PLAT DRAINAGE ASSESSMENT LETTER FILE #06-102087-00-PC SITTS & HILL ENGINEERS, INC. PROJECT NUMBER 12,936 Dear Ms. Dower: ROBERT J. DAHMEN, P.E. BRENT K. LESLIE, P.E. ROBERT N. ERB, P.L.S. RANDALL C. HAYDON, P.L.S. KATHY A. HARGRAVE, P.E. LARRY G. LINDELL, P.E. The purpose of this Drainage Assessment Letter is to illustrate that this Short Plat falls under the "Small Site Drainage Requirements" as set forth under the 1998 King County Surface Water Design Manual (KCSWDM). EXISTING CONDITIONS The existing Parcel Number is 614360-0560 and is located at 32829 - 381h Avenue South. The total parcel area is 20,976 square feet (0.48 acres). The parcel will be divided into two separate lots, Lot 1 and Lot 2 being 9,600 square feet and 11,376 square feet respectively. The parcel is currently undeveloped with fourteen trees ranging from ten inches to 48 inches in diameter, of which 12 are considered "significant". The site slopes at approximately 5% from east to west towards 38th Avenue South. There is an existing pond within Tract B of the "Plat of Northlake Ridge Division 2". The pond discharges through a closed conveyance pipe through the Short Plat Parcel to an existing catch basin located along 38th Avenue South. See Sheet 2 of 2 of the attached Preliminary Plat for the location and Auditors Fee Number for the 15 foot wide storm drainage easement. PROPOSED CONDITIONS Lot 1 consists of 11,376 square feet. There is an existing gravel driveway of approximately 2,520 square feet. The proposed shared driveway will consist of 20 feet of pavement with a five foot buffer/landscape strip on both sides of the driveway up to Lot 2 and 12 feet of pavement and five feet of buffer/landscape strip thereafter. The total proposed driveway impervious area will be approximately 2,900 square feet. This includes the driveway approach and minor shoulder improvements along 38t" Avenue South. Lot 2 consists of 9,600 square feet. The total amount of impervious area for both lots will be approximately 9,440 square feet including a 50% credit for the existing gravel drive, which is less than the 10,000 square foot limit for a small site drainage review. See the breakdown of areas below. Civil, Structural and Surveying City of Federal Way December 291h, 2006 Page 2of3 PROPOSED IMPERVIOUS AREA BREAKDOWN Description Proposed Access (Lot 1) Proposed Access (Lot 2) Driveway - Lot 1 Driveway - Lot 2 House roof - Lot 1 House roof - Lot 2 Existing gravel driveway credit Area (S.F.) 2,900 850 600 850 3,000 2,500 50% of 2,520 S.F. (630 S.F./Lot) -1,260 Total 9,440' There are no existing sensitive areas on the site that we are aware of. Oro Per Figure C.2.A, Flowchart for Determining Small Site Flow Control Requirements, we propose to use perforated stub outs due to the existing site constraints. Per the Figure, the site is less than two acres, the Short Plat Lots or existing parcel is not larger than 22, 000 square feet and the soils appear not to be suitable for infiltration. Each lot does not lend itself to dispersion to provide a minimum of 50 feet for a vegetated flow path. Per the attached documentation, the Soil Conservation Service (SCS) maps this area as Alderwood gravelly sandy loam (AgB), a Class C soil. Due to the typical soil characteristics of Alderwood, we anticipate infiltration will not be feasible for this site. A soils report will be submitted once the initial Preliminary Plat review has been completed. Since the soils are Class C, some infiltration is expected. We proposed to use Perforated Tightlined trench connections to the existing storm drainage system for the driveway and roof areas. Each driveway and roof will have separate perforated tightlined trenches. The runoff from each driveway will sheetflow to a slotted drain or shallow swale across the driveway and be tightlined to the perforated trenches of approximately two feet wide by 15 feet in length, per Figure C.2.1 (Perforated Tightfine Connection), of the 1998 KCSW DM. A catch basin with a down turned elbow or tee structure will provide spill control for the driveways. Each perforated trench will discharge to the existing closed drainage system running through Lot 1. It will then be conveyed to the conveyance system in 38th Avenue South where it flows North and then West to North Lake. Since the runoff through the closed conveyance systems will be directly discharged to the existing 38th Avenue South conveyance system, overflow will not be a concern. At the downstream end of each driveway and roof trench system, a yard drain or catch basin with a grate will be provided as an emergency overflow device if the four inch to six inch closed conveyance system becomes clogged due to lack of maintenance. There are no offsite downstream structures or features that will be impacted by the additional flow that we are aware of. Each lot will be served by a separate sewer system. Both lots will have a grinder pump system that will discharge into the nearby sanitary sewer system. Therefore, there will be no potential impacts to on -site septic sewage disposal systems. City of Federal Way December 29th, 2006 Page 3 of 3 This Short Plat is a simple division of property with very little onsite and offsite improvements. Minimal grading is expected for the construction of the driveways. Several trees are expected to be removed in order to provide adequate building envelopes. Temporary Erosion and Sedimentation Control measures consist of a rock construction entrance, silt fence and catch basin protection. Due to the gentle slopes on the site, minimal migration of sediment is expected during construction. Please refer to the "Drainage and TESC Plan" attached. Sincerely, SITTS & HILL ENGINEERS, INC. Marty L. Merriott Project Manager enclosures p:12,936/pro doe/reports/Fed Way - 28 Dec 06 Graham Short Plat Drainage and TESC Assessment Supplemental Information Prepared for: Jerry Graham 32829 38th Avenue South Federal Way, Washington 98001 Contact: Mr. Jerry Graham Phone: (253) 536-4479 Prepared by: Sitts & Hill Engineers, Inc. 2901 South 40th Street Tacoma, Washington 98409 Phone: (253) 474-9449 Contact: Marty L. Merriott December 2006 Project Number 12,936 Drainage and TESC Assessment Table of Contents Contents Vicinity Map Soil Conservation Service (SCS) Information City of Federal Way Pre -application Conference Summary Letter dated May 18th, 2006 Excerpts from Appendix C of the King County Surface Water Design Manual Vicinity Map MapQuest: Maps Page 1 of 1 32829 38th Ave S Federal Way WA 98001-9665 US Notes: All rights re rvs�d�Use Subiect Lo LicenseL glgy i ht - �verr[ ff _ F 4th St ¢: Ith ,M L7 �31 s . ylrF�r. k* AVTEQ This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use. Soil Conservation Service (SCS) Information Scl7N.S.S 10 No Cif V'P Y.y_.. -• •A�¢,,/,{c, �'` 6f •': aSic - Ur ' � fir" � rN � ' • 3�.i I' : a' . rs . :r `�� Br p. nt- i S. . , v.�r •• I Sk f; is , .' . . J `�-•• .-y..'.. �'r� .. -� •'�.lr c- Ev -' •:'' n r - - n.� f21x v[ IAA ,[ram_ Us AkF ue FTI ■ L� AmB •' s� ?� _ • �'� .: - .v.'- ": ' . r=� ,;•' may; •• �..r {�§� . � Ur • - .a, � �,IY • Sk , Ur f r ., YL a • ., • r 1 �^ • •' • •i tl .' ¢ • C•!! , .: *• ,�•` �,• is �. ••. • • -M. r' .� _ - :� � •oaf• •�,�::' .rs • r ..- I r ' V F' Tu ` .. i-.f i ' �•�7'O7 LFl 'i 710 000 FEET �.= ¢ `�. • t •. t• �.br �,,•; rr r (SOUTH) ,�..,� :, • '� � _.11J ,�, ri. ' .. - 3.5 �..' � ; ' ash, ' .`-`'a - Yr' eC; r` • Ur Permeability is moderately .dpid in the surface layer and subsoil and very slow in the substratum. Roots penetrate easily to the consolidated substra- tum where they tend to mat on the surface. Some roots enter the substratum through cracks. Water moves on top of the substratum in winter. Available water capacity is low. Runoff is slow to medium, and the hazard of erosion is moderate. This soil is used for timber, pasture, berries, and row crops, and for urban development. Capability unit IVe-2; woodland group 3dl. Alderwood gravelly sandy loam, 0 to 6 percent slopes (AgB).--This soil is nearly level and undulating. It is similar to Alde-rwood gravelly sandy loam, 6 to 15 percent slopes, but in places its surface layer is 2 to 3 inches thicker. Areas are irregular in shape and range from 10 acres to slightly more than 600 acres in size. Some areas are as much as 15 percent included Norma, Bellingham, Tukwila, and Shalcar soils, all of which are poorly drained; and some areas in the vicinity of Enumclaw are as much as 10 percent Buckley soils. Runoff is slow, and the erosion hazard is slight. This Alderwood soil is used for timber, pasture, berries, and row crops, and for urban development. Capability unit IVe-2; woodland group 3d2. Alderwood gravelly sandy loam., 15 to 30 perceni slopes (AgA) .--Depth to the substratum in this soil varies within short distances, but is commonly about 40 inches. Areas are elongated and range from 7 to about 250 acres in size. Soils included with this soil in mapping make up no more than 30 percent of the total acreage. Some areas are up to 25 percent Everett soils that have slopes of 15 to 30 percent, and some areas are up to 2 percent Bellingham, Norma, and Seattle soils, which are in depressions. Some areas, especially on Squak Mountain, in Newcastle Hills, and north of Tiger Mountain, are 25 percent Beausite and Ovall soils. Beausite soils are underlain by sandstone, and Ovall soils by andesite. Runoff is medium, and the erosion hazard is severe. The slippage potential is moderate. This Alderwood soil is used mostly for timber. Some areas on the lower parts of slopes are used for pasture. Capability unit VIe-2; woodland group 3d1. Alderwood and Kitsap soils, very stee (AkF).-- This mapping unit is about 50 percent Alderwood gravelly sandy loam and 25 percent Kitsap silt loam. Slopes are 25 to 70 percent. Distribution of the soils varies greatly within short distances. About 15 percent of some mapped areas is an included, unnamed, very deep, moderately coarse textured soil; and about 10 percent of some areas is a very deep, coarse -textured Indianola soil. Drainage and permeability vary. Runoff is rapid to very rapid, .and the erosion hazard is severe to very severe. The slippage potential is severe. These soils are used for timber. Capability unit VIle-1; woodland group 2dl. 10 Areiits, Alderwood Material Arents, Alderwood material consists of Alderwood soils that have been so disturbed through urban- ization that they no longer can be classified with the Alderwood series. These soils, however, have many similar features. The upper part of the soil, to a depth of 20 to 40 inches, is brown to dark - brown gravelly sandy loam. Below this is a grayish - brown, consolidated and impervious substratum. Slopes generally range from 0 to 15 percent. These soils are used for urban development. Arents, Alderwood material, 0 to 6 percent slopes (AmB).--In many areas this soil is level, as a result of shaping during construction for urban facilities. Areas are rectangular in shape and range from 5 acres to about 400 acres in size. Representative profile of Arents, Alderwood material, 0 to 6 percent slopes, in an urban area, 1,300 feet west and 350 feet south of the northeast corner of sec. 23, T_ 25 N., R. 5 E.: 0 to 26 inches, dark -brown (10YR 4/3) gravelly sandy loam, pale brown (10YR 6/3) dry; massive; slightly hard, very friable, non - sticky, nonplastic; many roots; medium acid; abrupt, smooth boundary. 23 to 29 inches thick. 26 to 60 inches, grayish -brown (2.5Y 5/2) weakly consolidated to strongly consolidated glacial till, light brownish gray (2.5Y 6/2) dry; common, medium, prominent mottles of yellowish brown (10YR 5/6) moist; massive; no roots; medium acid_ Many feet thick. The upper, very friable part of the soil extends to a depth of 20 to 40 inches and ranges from dark grayish brown to'dark yellowish brown. Some areas are up to 30 percent included soils that are similar to this soil material, but either shallower or deeper over the compact substratum; and some areas are 5 to 10 percent very gravelly Everett soils and sandy Indianola soils. This Arents, Alderwood soil is moderately well drained. Permeability in the upper, disturbed soil material is moderately rapid to moderately slow, depending on its compaction during construction. The substratum is very slowly permeable. Roots penetrate to and tend to mat on the surface of the consolidated substratum. Some roots enter the substratum through cracks. Water moves on top of the substratum in winter. Available water capacity is low. Runoff is slow, and the erosion hazard is slight. This soil is used for urban development. Ca- pability unit IVe-2; woodland group 3d2. Arents, Alderwood material, 6 to 15 percent slopes (AmC).--This soil has convex slopes. Areas are rectangular in shape and range from 10 acres to about 450 acres in size. �l DESCRIPTIONS OF THE SOILS This section describes the soil series and map- ping units in the King County Area. Each soil series is described and then each mapping unit in that series. Unless it is specifically mentioned otherwise, it is to be assumed that what is stated about the soil series holds true for the mapping units in that series. Thus, to getfull information about any one mapping unit, it is necessary to read both the description of the mapping unit and the description of the soil series to which it belongs. An important part of the description of each soil series is the soil profile, that is, the sequence of layers from the surface downward to rock or other underlying material. Each series contains two descriptions of this profile. The first is brief and in terms familiar to the layman. The second, detailed and in technical terms, is for scientists, engineers, and others who need to make thorough and precise studies of soils. Unless it is otherwise stated, the colors given in the descriptions are those of a moist soil. As mentioned in the section lgiow This Survey Was Made," not all mapping units are members of a soil series. Urban land, for example, does not belong to a soil series, but nevertheless, is listed in alphabetic order along with the soil series. Following the name of each mapping unit is a symbol in parentheses. This symbol identifies the mapping unit on the detailed soil map. Listed at the end of each description of a mapping unit is the capability unit and woodland group in which the mapping unit has been placed_ The woodland desig- nation and the page for the description of each capability unit can be found by referring to the "Guide to Mapping units" at the back of this survey. The acreage and proportionate extent of each mapping unit are shown in table 1. Many of the terms used in describing soils can be found in the Glossary at the end of this sun'ey, and more de- tailed information about the terminology and methods of soil mapping can be obtained from the Soil Survey Manual (19) . Alderwood Series The Alderwood series is made up of moderately well drained soils that have a weakly consolidated to strongly consolidated substratum at a depth of 24 to 40 inches. These soils are on uplands. They formed under conifers, in glacial deposits. Slopes are 0 to 70 percent. The annual precipitation is 35 to 60 inches, most of which is rainfall, between October and May. The mean annual air temperature is about 50° F. The frost -free season is 150 to 200 days. Elevation ranges from 100 to 800 feet. In a representative profile, the surface layer and subsoil are very dark brown, dark -brown, and grayish -brown gravelly sandy loam about 27 inches thick. The substratum is grayish -brown, weakly consolidated to strongly consolidated glacial till that extends to a depth of 60 inches and more. Alderwood soils are used for timber, pasture, berries, row crops, and urban development. They are the most extensive soils in the survey area. Alderwood gravelly. sandy, loam, 6 to 15 percent Slopes (AgCT'.-__n.i3 soil is rolling. Areas are irregular in shape and range from 10 to about 600 acres in size. Representative profile of Alderwood gravelly sandy loam, 6 to 15 percent slopes, in woodland, 450 feet east and 1,300 feet south of the north quarter corner of sec. 15, T. 24 N., R. 6 E.: Al--0 to 2 inches, very dark brown (10YR 2/2) gravelly sandy loam, dark grayish brown (10YR 4/2) dry; weak, fine, granular struc- ture; slightly hard, friable, nonsticky, nonplastic; many roots; strongly acid; abrupt, wavy boundary. 1 to 3 inches thick. B2--2 to 12 inches, dark -brown (10YR 4/3) gravelly sandy loam, brown (10YR 5/3) dry; moderate, medium, subangular blocky structure; slightly hard, friable, nonsticky, nonplastic; many roots; strongly acid; clear, wavy boundary. 9 to 14 inches thick. B3--12 to 27 inches, grayish -brown (2.5Y 5/2) gravelly sandy loam, light gray (2.5Y 7/2) dry; many, medium, distinct mottles of light olive brown (2.5Y 5/6); hard, friable, non - sticky, nonplastic; many roots; medium acid; abrupt, wavy boundary. 12 to 23 inches thick. IIC--27 to 60 inches, grayish -brown (2.5Y 5/2), weakly to strongly consolidated till, light gray (2.5Y 7/2) dry; common, medium, distinct mottles of light olive brown and yellowish brown (2.5Y 5/6 and IOYR 5/6); massive; no roots; medium acid. Many feet thick. The A horizon ranges from very dark brown to dark brown. The B horizon is dark brown, grayish brown, and dark yellowish brown. The consolidated C horizon, at a depth of 24 to 40 inches, is mostly grayish brown mottled with yellowish brown. Some layers in the C horizon slake in water. In a few areas, there is a thin, gray or grayish -brown A2 horizon. In most areas, this horizon has been destroyed through logging operations. Soils included with this soil in mapping make up no more than 30 percent of the total acreage. Some areas are up to 3 percent the poorly drained Norma, Bellingham, Seattle, Tukwila, and Shalcar soils; some are up to 5 percent the very gravelly Everett and Neilton soils; and some are up to 15 percent Alderwood soils that have slopes more gentle or steeper than 6 to 15 percent. Some areas in New- castle Hills are 25 percent Beausite soils, some northeast of Duvall are as much as 25 percent Ovall soils, and some in the vicinity of Dash Point are 10 percent Indianola and Kitsap soils. Also included are small areas of Alderwood soils that have a gravelly loam surface layer and subsoil. Exhibit A-1: Hydrologic soil groups for United States soils AABAB 0 I AOAVEN C I AFIRE" E I ALDING D I ALSEA 8 AASEPG D I ADDICKS D I AMRNKL IN C I ALDINO C {; ALSPAUGH C A ARON C I ADD IELOU E I AHRS 6 J ALEDO C I ALSTAD C 4A STAD B I AD, A I AHTA NUM D I ALFGROS C J ALSTONY B AAZDAHL B 1 ADIK B I AE17ANUM. DRAINED C I ALEKNAGTK C I ALSUP C ABAC D I ADFL R I AHNAHNEE R C ALEMEDA C I ALTAMONT D ABA JO C I ADEL. NET D I AIEONITO C 1 ALEX B I ALTAPEAK B A B ALDBAOIAH 9 I ADELA ,OE D I AICG D I ALEXANDER C j ALTAR B A B ARCA B J ADELA1470 e[ AIKEN D I ALEXANDRIA C I ALTAVISTA C ABBAVE B l ADELINO B I ATKMAN D I ALFIA B 1 ALTDORF D ABBTE B I ADELINO. C I AIKMAN. 57 ONY C I ALFL ACK C 1 ALTHOUSE B ABBOTT D I SALINE -ALKALI I AILEY P i ALFORD B I ALTICREST B ABBOTTSTONN C I ADFLPHIA B/CI Ai.EL, 1N P I ALGANSEE P J ALTITA C ABCAL J I ADELA C I AINAKEA R I ALGARROSO A I ALTMAR B ABEGG B I ADENA C I AINSL-'Y B I ALGERITA B I ALTO C ABELA B I ADGER D I AINSWORTH E I ALGIERS C/DI ALTOGA C ABELL B I ADIEUX R I APWCNT C I ALGOA C AL TON A ABERDEEN C I ADILIS 6 I AIPPOFI D I ALGONA B/DI ALTOONA C A6ERONE B I ADIN D I HITS E I ALHAMBPA B }! ALTUDA D ARERSIT0 C I A D 1 0 S D I AJO C{ ALHARK B I ALTURA5 C A9ERT R I AD JUNTAS C I AJDL 170 D= ALICE B I ALTUS B AEES D I ADKINS 6 I AV.AD C I ALICEL B I ALTVAN B ABGESE 9 I ADKINS. ALKALI C I AKAKA A I ALICIA B I ALUF A ABILENE C I AOK INS. NET C I AKAN 6/DI ALIDA B F ALUM B AB17UA B I ADLEP C I AKASKA P S ALIKCHI B I ALUSA D AB10UA. FLOODED C I ADMAN C I ABELA D I ALINE A I ALVARADO B ARITA C I ADOBE C I AKE -CAN P I ALK]PIDGE C I ALV1N B AEC) C I ADOLPH B/Dj AA'EPUF r. l ALTO D; ALVIPA C A609 D I ADO$ C AKINA L I ALLA6ASH B I ALVISO D ABORIGINE D I ADRIAN A/DI AKL" D J ALLAHORE D I ALVODEST D ABOTEN C I ACVOKAY D I ALADDIN _ I ALLANTON B/01 ALVOP D AeRA 9 1 AECET C I ALACSH( F I ALLANTON, D I ALVCP. DRAINED C A6RAHAM S i AENEA$ 5 I ALAS A F DEPRESSIONAL I ALVOP. PROTECTED C A BR AZC D I nFFEv C I ALJELDA E I ALLARD H j ALVIL DA B ABPAZ0 C--AVELLY C I AFLFY E. I aLAGA I ALLDOWN e I AL Y AN C ABREU D I AF74DEN 9 1 ALA KAI ( I ALLEGMENY B I ALZAOA D A BRI' B I AFTON C/DI ALAMA I I ALLE MANDS D I nLZOLA C A6SAPOKEE C I AGA 5 1 ALAMADITAS [ I ALLEN B I AMADOR D AbSCOTA A I AGAIPAH D I ALAMANCf 1 ALLENDALE 8 I ARAGON - D AOSHER D I AGAN D I AL I')OF _ I ALLENOORF e I AHALIA B 4 BSTED C I AGAR B I ALAML^. C' I ALLENS PARK B I AMALU D ABSTEO. fLOJDFD D I AGASSIZ D I ALAMOGOPOO C I ALLENS PARK. STONY C I AMANA B AbS T ON C I AGATE C I IL-0-4 ( I ALLEN7IHE 0 1 AFIAN0A C A CAC 10 R I AGAT-A P I ALA F VISA. DPAINFD ( I ALLENW'OOD 6 I AMARILL0 6 ACADEMY C I AGAWAM I ALA M I:CHIC 11 1 AILEY T+ I AMASA B n CAOIA 0 I AGENCY C I AL ANCS I ALIHANOS D I AmSA. MODERATELY C A CAN D I AGEP D AL AF AMA D I ALLIANCE 0 1 NET. SANDY ACANOD C I AGFAYAN D I ALAPAI A I ALLIGATOR D I SURSTRATUM ACASC0 D I AGNAL 0 1 ALAZAN V I ALL1S D I AMBER B A CC a l ACNE TON E 1 AIPAK !' I ALL1$ON e I AMBIA D ILERAIOP ACE ITUNAS B ( AGNE S TON. COBBLY C I AL PA NO O I ALLKEP P I AMBOAT C ACEL C I SUBSTRATUM I ALFANY C I ALLOP B j A40 DY C ACH T MIN C I AGNE570N. COR6LV C I ALPATCN D I ALL OUEZ 9 I ANBRANT B ACKEF R I AGNE570N. C ALC If C I RLMAC B I AMBRAN B/D ACKERMAN A/01 N0NGRAVELLY I ALEE MA^LE P. 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(210-ti I-TR-55, Second Ed., June 1986) A-3 City of Federal Way Pre -application Conference Summary Letter dated May 18th, 2006 Cb.;�. * 112911 A�kCITY OF Federal May 18, 2006 Mr. Jerry L Graham 32829 38'h Avenue South Auburn, WA 98001-9664 CITY HALL Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. cityoffederalway.. com Re: , File #06-102087-00-PC, PREAPPLICATION CONFERENCE SUMMARY Graham Short Plat Dear Mr. Graham. - Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held May 11, 2006. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue_ Some sections of the Federal Way City Code (FWCC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWCC and other relevant codes; for all additional requirements that may apply to your project. The key contact for your project is Deb Barker, 253-835-2642, deb_barker@cityoffederalway_com. For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION Subdivision of a vacant 21,000 square -foot parcel into two lots. Parcel A is 9,600 SF, and Parcel B is 11,400 SF. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter_ Public Works Traffic Division Street frontage improvements are required without right-of-way dedication. Mr_ Graham Page 2 May 18, 2006 DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions, please contact the representative listed for that section. PLANNING DIVISION (Deb Barker, 253-835-2642, deb.barker@cityoffederalway.com) Short Plat Process— Pursuant to FWCC Chapter 20, Article I1, Division 5, "Short Subdivision Plats," short plat applications are administratively processed through the Department of Community Development Services under FWCC Section 20-83, et al. The administrative review process requires that the Director of Community Development issue a decision on the short subdivision request. Public notice of the complete short plat proposal is required per FWCC Section 20-90, and a 14-day public comment period is provided. However, no public hearing will be required. A master land use application, short plat handout, and code sections are enclosed. 2. State Environmental Policy Act (SEPA) —This proposal is exempt from environmental review under SEPA. Fees — The land use fees for a'short plat application are as follows (additional utility fees, school impact fees, and engineering plans review fees may apply): Short Plat Filing Fee: $2,131.50 4_ Lot Size — The zoning for the subject site is Residential Single -Family, RS-9.6_ Minimum lot size for all lots is 9,600 square feet_ As depicted, the proposed lots satisfy the minimum lot size requirements. Lot size, however, is calculated after any required right-of-way dedication. Please see comments below under Traffic Division headin . l 1 a k) O-Je - r r�-i =5 Y1 0 5_ Design Criteria — Pursuant to FWCC Section 2r152, all lots should be of ample dimensions to provide a regular -shaped building area that meets required setbacks; all lots should be designed to provide access for emergency apparatus; and all lots should abut a public street right-of-way. The proposed lots appear to satisfy these design criteria. Please be advised that the "flag lot" driveway on parcel B shall be a minimum of twenty-two feet 'in width to provide for a one-way driveway twelve feet in width with five-foot side yards on either side. Setbacks — Existing and future residences must conform to the following structural setback requirements of FWCC Section 22-631, "Detached Dwelling Units" (enclosed): front yard, 20 feet; side yard, five feet; and rear yard, five feet. The short plat must depict these typical building setback requirements. Lot coverage for residential uses is limited to 60 percent and includes al] impervious surfaces such as driveways, walkways, patios; and roof overhangs. 7. Driveways — Driveways must meet a five-foot setback from side property lines within the 20-foot front yard setback_ As noted above, dimensions for flag driveways are minimum 22 feet wide for one-way driveway and 30 feet for two-way driveway, and includes five-foot side yards. 8. Building Height — Single-family detached structures are allowed to a height of 30 feet. 06-102087 Doc ID 36110 Mr. Graham Page 3 May 18, 2006 9. Open Space — Based on recent state case law, the City has determined that the open space requirements of FWCC Section 20-155, do not apply to short plat applications. As such, no open space is required for this application. 10. Significant Trees — The plat drawing must indicate any significant trees on the site, and whether they are proposed to remain -or be removed_ Any trees and vegetation on the site meeting the definition of significant must be retained to the maximum extent possible in accordance with the City's subdivision ordinance (FWCC Section 20-179, enclosed). Significant trees are defined as 12 inches in diameter or 37 inches in circumference, measured 4%2 feet above the ground, in good health, and not detrimental to the community. Significant trees do not include red alder, cottonwood, poplar, or big leaf maples. Significant trees shall be flagged, and protection techniques for retained significant trees shall be identified in areas proposed to be disturbed. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com) Land Use Issues — Stormwater I _ Surface water runoff control and water quality treatment will be required per the 1998 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 1998 KCSWDM. Staff anticipates that Iess than 10,000 square feet of new impervious area Vvill be created with this proposal. If that is the case, this project will qualify for Small Site Drainage Review - Along with the relimina lat application,,the applicant will be required to submit a drainage review examining the site layout, topography, proposed impervious area, and soil conditions. Based on these factors, the application must propose both temporary erosion control measures to be used during construction, and permanent flow control methods for runoff generated by driveways and roofs. Best Management Practices (BMPs), outlined in Appendix C of the KCSWDM, may be used if all design criteria can be met_ 2. The project lies within a Level 1 flow control area and Basic Water Quality Area. If the project generates more than 10,000 square feet of new impervious area (including frontage improvements), or if BMPs cannot be used for this site, then flow control and water quality facilities must be designed to meet, this performance criteria. Detention and water quality facilities for short plats must be above ground (i.e. open pond). Underground facilities are allowed only with approval from the City of Federal Way Stormwater Management Division. 3. Infiltration is the preferred flow control method_ Sol] logs prepared by a licensed geotechnical engineer or septic designer must be provided to verify infiltration suitability - Right -of -Way Improvements See the Traffic Division comments from Maryanne Zukowski, Senior Traffic Engineer, for traffic related items_ Building (or EN) Permit Issues Engineered plans are required for clearing, grading, road construction, drainage, and utility work_ Plans must be reviewed and approved by the City. Engineering review fees are $730.00 for the first 12 hours of review, and $61 per hour for additional review time. 06-102097 Doc ID 36116 Mr. Graham Page 4 May 18, 2006 2. In addition to engineering approval, short plats and subdivisions are required to obtain a separate pen -nit for grading. Details and fees may be obtained from the Federal Way Building Department_ 3. The Federal Way Development Standards Manual (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at www.cityoffederalway.com to assist the applicant's engineer in preparing the plans and TIR_ 4. Bonding is required for all improvements associated with the project. The bond amount shall be 120 percent of the estimated costs of the improvements_ An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. 5. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities) and street systems during the two-year maintenance period. During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two-year maintenance period, the remainder of the bond will be released. Maintenance for public roads and subdivision drainage facilities then become the responsibility of the City. Maintenance for private roads and drainage facilities, including short plats, remain the responsibility of the individual property owners. 6. When topographic survey information is shown on the plans, the vertical datum block shall include the phrase "DATUM: N_G_V.D.-29" or "DATUM: K.C_A_S.," on all sheets where vertical elevations are called out. 7. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper_ All final approved drawings shall be drafted/plotted on 24" x 36" or 22" x 34" mylar sheet with permanent black ink. Site plans shall be drawn at a scale of 1 " = 20', or larger. Architectural scales are not permitted on engineering plans. 8. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per Appendix D, 1998 KCSWDM, must also be shown. 9. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. 10. The existing storm drainage pipe and associated easement must be shown on all short plat and engineering drawings. PUBLIC WoRKs TRAFFIC DIVISION (Maryanne Zukowski, PE, 253-835-2742, maryanne.zukowski@cityoffederalway.com) Street Frontage Improvements Per Federal Way City Code (FWCC) Section 22-1474, the applicant/owner would be expected to construct street improvements consistent with the planned roadway cross -sections as shown in Map 06-102097 Dec ID 16110 Mr. Graham Page 5 May 18, 2006 III-6 of the FWCP and Capital Improvement Program (CIP) shown as Table Ill-19. Based on the materials submitted, staff conducted a limited analysis to determine the required street improvements in meeting the FWCC. Based on the analysis and FWCC, the applicant would be expected to construct improvements on the following streets to the City's planned roadway cross -sections: 38'h Avenue South is planned as a Type "S" street, consisting of a 36-foot street with curb and gutter, four -foot planter strips with street trees, five-foot sidewalks, and street lights in a 60-foot right-of-way. No additional right-of-way is required. Staff will support a right-of-way modification based upon the existing pavement section not centered within the right-of-way. In lieu of frontage improvements the applicant will be required to improve the shoulder area for the continuous parking strip. Staff will support a right-of-way modification request application for the frontage improvements that includes improvements to the existing shoulder as the existing pavement is not centered within the existing right-of-way. The applicant must submit a right-of-way modification request form. LAKEHAVEN UTILITY DISTRICT (Brian Asbury, 253-946-5407, basbury@lakehaven.org) Water & Sewer To date, the owner/applicant has not submitted either a Service Connection, Pre -Development, Pre - Design, or Developer Extension Agreement application to Lakehaven. In lieu of the requirement for a developer extension agreement, sewer connections for the proposed single-family residences may be allowed under Lakehaven's "Temporary Service Policy" as part of a service connection. Such connections would be subject to owner's acquisition of the necessary private sewer easements on adjacent property and payment of earlycomer charges assessed with the side sewer permit(s). Further detail and/or design guidance and requirements regarding water and sanitary sewer facilities will be provided only after the owner/applicant has submitted the appropriate application to Lakehaven. General * Lakehaven's Capital Facilities Charges are calculated on the basis of Equivalent Residential Units (ERU). Residential equivalency for single-family use is calculated as 1.0 ERU per unit. Lakehaven's 2006 Capital Facilities Charges are $3,196/ERU for water and $2,768/ERU for sewer. * All comments herein are valid for one (1) year and are based on the proposal(s) submitted and Lakehaven's current regulations and policies. Any change to either the development proposal(s) or Lakehaven's regulations and policies may affect the above comments accordingly. SOUTH KING FIRE AND RESCUE , 253-946-7241, greg.brozek@southkinglire.org) Water Supplies for Fire Protection A Certificate of Water Availability. shall be provided indicating the fire flow available at the site. Fire hydrants shall be spaced 700 ft. or less apart. Every building lot shall have a fire hydrant within 350 ft. All measurements shall be made as vehicular travel distance. Fire hydrants shall be in service PRIOR to and during construction. 06-102087 Doc ID 36110 Mr. Graham Page 6 May 18, 2006 Fire Apparatus Access Roadway Fire apparatus access roadways shall be required for every building when any portion of an exterior wall of the first story is located more than 150 ft. from fire apparatus vehicle access. Fire apparatus access roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall be designed and maintained to support the imposed load of a 25-ton fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 20-foot inside turning radius and not less than a 40-foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac or Fire _Department approved alternative at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 15 percent. 6) Serving a single residential property which have a dead end in excess of 150 feet ui length shall be provided with a turn around approved by the chief. (KCFD #39 Administrative Policy Guideline No. 1006) EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, these provisions may be modified by the chief. Fire apparatus access road gates shall comply with KCFD #39 Administrative Policy Guideline No. 1001- Automatic Fire Sprinkler Systems An automatic fire sprinkler system shall be installed in Group R, Division 3 occupancies: 1) When the occupancy exceeds 2,500 square feet (including attached garages) without adequate fire flow. 2) Without approved fire department access. 3) When the occupancy exceeds 10,000 square feet. 4) When the building is classified as an over -water structure. Comments • The minimum fire flow for one- and two-family dwellings shall be 1,000 gallons per minute. If the slope of a building lot does not allow the building(s) on the site to comply with the "life safety/rescue access" requirement, the building(s) shall be provided with an approved automatic fire sprinkler system. Life safety/rescue access shall mean an unobstructed access to all floor levels and each roof level of a building on not less than 20 percent of the building perimeter by utilizing a 35-foot 06-102087 Doc ID 36110 Mr. Graham Page 7 May 18, 2006 ladder. An alternate method would be at least one stairway enclosure with exit doorways from each floor level and with a door opening onto each roof level which conforms to the requirements of the International Building Code. THESE FIRE DEPARTMENT COMMENTS ARE VALID FOR 180 DAYS FROM REVIEW AND ONLY FOR THE PLANS REVIEWED. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWCC Section 22-1657. As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application_ Comments provided in this letter are based on preapplication materials submitted_ Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWCC and other relevant codes carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment; please contact the appropriate department representative noted above_ Any general questions can be directed towards the key project contact, Deb Barker, 253-835-2642. We look forward to working with you. Sincerely, Deb Barker Associate Planner c: Ann Dower, Public Works Engineer Maryanne Zukowski, Senior Traffic Engineer Greg Brozek, South King Fire and Rescue Brian Asbury, Lakehaven Utility District enc: Preapplication Meeting Sign -in sheet Short Plat Handout FWCC Article 1, Chapter 20 - Subdivisions Master Land Use Application Lakehaven Map Lakehaven Service Application Form - 2005 06-I02087 Doc ID 36110 Excerpts from Appendix C of the King County Surface Water Design. Manual Appendix C Small Site Drainage Requirements King County, Washington Surface Water Design Manual �"Krr[c COUNTY %—A" Department of Natural Resources KING COUNTY, WASHINGTON, SL. DACE WATER DESIGN MANUAL 4 C.2 FLOW CONTROL BMPs There are four basic types of flow control BMPs required for small sites: open space retention on larger lots, dispersion, infiltration, and perforated tightline systems. Figure C.2 provides guidelines for determining appropriate BMPs for the proposed project. The type of system(S) used will depend on the lot size, soil type, setback requirements, and topography of the site. In addition, if an onsite sewage system will be used, flow control BMPs must be designed to maintain setbacks and proper functioning of that system. The BMPs in this appendix are designed to mitigate changes in surface water runoff. Flow control BMPs should not be connected to sub -surface drains (e.g., footing drains, French drains, etc.) as these connections may adversely affect the performance of the BMPs, and in some cases may cause reverse flow into the footing drains during storm events_ Note: Projects which require Targeted Drainage Review may be required to submit engineering plans (site improvement plans, erosion control plans, and a technical information report) signed and stamped by a professional engineer registered in the State of Washington to address drainage issues not covered by this appendix. Native growth open space BMPs are required for small site projects over 2 acres in size (see Section C.2.2, p. C-9). The open space shall be protected in a separate tract or through easement on individual lots. Projects that set aside open space may qualify for tax relief under the Public Benefit Rating System. Dispersion or infiltration BMPs are required for small site proposals applying for single family residential building permits or short plats except in the following case: If the existing lot is smaller than 22,000 square feet, or if the short plat creates lots less than 22,000 square feet, then infiltration is required if suitable soils are present. If soils will not support infiltration, then other flow control BMPs must be considered. If site constraints make dispersion and infiltration unfeasible, then the site may be connected to the storm drainage system with perforated tightline connection (see Section C.2.5, p. C-23). The intent of small site flow control requirements is to reduce runoff leaving the site to the greatest extent practical, given constraints of the site. For large single family residences on large lots, or rural short plats creating large lots, retaining open space with native vegetation combined with flow dispersion BMPs should be functional, inexpensive, and easy to construct and locate on the site. However, urban short plats creating small lots will likely not be able to meet design specifications for dispersion for all added impervious surface (e.g., driveways). In these cases, flow control BMPs are required to the extent achievable. In all cases, DDES review staff must approve the use of small site BMPs for the proposed project. If the project cannot incorporate the small site BMPi, or if there is a potential for impacts to a neighboring property, then additional drainage review and engineered mitigation may be required. C.2.1 DESIGN SPECIFICATIONS FOR SMALL SITE FLOW CONTROL BMPS The following sections contain detailed information on small site flow control BMPs. These are divided into four basic types: open space retention (for larger lots), dispersion, infiltration, and perforated tightline connections. Feasibility of dispersion and/or infiltration must be evaluated before use of a perforated tightline connection can be considered- If none of the BMPs can be effectively applied to the site or there are additional drainage concerns, a professional engineer may be required to provide a workable drainage design and plan. A geologist or geotechnical engineer must evaluate flow control BMPs proposed on - slopes greater than 20%. In addition, any proposed small site BMP within 50 feet of a slope greater than 20% may be subject to geotechnical review. In some cases, the DDES Geologist may perform these 0 evaluations. Small Site Drainage Requirements 9/l/98 C-7 - Y SECTION C.2 FLOW CONTROL BMPs FIGURE C.2.A FLOWCHART FOR DETERMINING SMALL SITE FLOW CONTROL REQUIREMENTS __] C Is the project site or YES Native Growth roperty 2 acres OpeBn^SPpace or greater NO /Shortplat Use Dispersion BMPs (1): lots or parcel YES YES sheet flow through larger than Dispersion vegetated areas � arge square Feasible? Rock Pads g Splash Blocks �,, feet? Dispersion Trenches NO NO Soils YES Use Infiltration BMPs: appropriate for Infiltration Trenches infiltration? (2) Dry Wells NO Use Dispersion BMPs if feasable: OR Use perforated Stub -Out (Only if flow paths not available) (1) Infiltration BMPs are also acceptable but are not required. (2) A soils report is required. See section C.5.4 - Submittal Requirements 0 911/98 Small Site Drainage Requirements C-8 C.2.5-1 _ FORATED TIGHTLINE CONNECTION C. • C.2.5 PERFORATED TIGHTLINE CONNECTION Perforated tightline connections convey flows directly to a downstream drainage system such as a ditch or roadway pipe system. They are a last resort, and are appropriate on sites so small or constrained that dispersion will be ineffective or will create problems on neighboring properties. Perforated tightline connections are intended to provide for some infiltration during drier periods (late spring through early fall). During the wet winter months, these BMPs may provide little to no flow control or water quality benefits. Typical Uses: Flows from impervious surfaces on small urban lots where vegetated flowpaths are not available for surface dispersion and where infiltration is not feasible. Design Specifications Connection to a storm drainage system with perforated pipe can be used for all types of impervious surface. Figure C-2.1(p. C-24) provides details on perforated tightline connections. Perforated tightline connections must be placed using the following constraints: • The perforated stub -out connection shall be placed in native soil to maximize infiltration and dispersion of water. • Setbacks from features other than septic systems shall be as listed in Reference Section B. Note: To facilitate maintenance, the perforated pipe portion of the system may not be located under impervious or heavily compacted (e_g., driveways and parking areas) surfaces. • Runoff discharge toward landslide hazard areas must be evaluated by a geotechnical engineer or a qualified geologist. The perforated portion of the pipe may not be placed on or above slopes greater than 20% or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and DDES approval. • For sites with septic systems, the discharge point must be downgradient of the drainfield primary and reserve areas. This requirement can be waived by DDES permit review staff if site topography will clearly prohibit flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. C.2.6 ENGINEERING ANALYSIS Projects that cannot comply with or elect not to use the small site drainage requirements and projects where DDES determines the small site BifVIPs will not adequately protect the downstream drainage path will be subject to Full Drainage Review. A drainage analysis and engineering plans may be required to be submitted by a professional engineer registered in the State of Washington. Small Site Drainage Requirements 9/ 1 /98 r,. C-23 SECTION C.2 FLOW CONTROL BMPs FIGURE C.2.I PERFORATED TIGHTLINE CONNECTION random fill v o 0o V A� 18"min °av° o a°ava O oQ p�eOaa Q � aD ° v O°v4 Q ° ° O °° ° q 40 O O° DV 40 a° A C O l-m- - 24" min �I TRENCH X-SECTION NTS PLAN VIEW OF ROOF NTS filter fabric 4" perf pipe 1112" - 3/4" washed rock slope 0. to road drainage system 2' X 10' level trench w/perf pipe 0 E 0) 9/l/98 C-24 Small Site Drainage Requirements RETURN ADDRESS: City of Federal Way Attn: Ann Dower 33325 8`h Ave S P.O. Box 9718 Federal Way, WA 98063-9718 CITY OF FEDERAL WAY LOCAL IMPROVEMENT DISTRICT WAIVER OF PROTEST COVENANT Grantor (s): Jerry L. Graham and Jane M. Graham, husband and wife Grantee(s): CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): NE 1/4 of SW 1/4, S. 15, T. 21N, R. 4E Assessor's Tax Parcel ID#(s): 614360-0560 S-T-R:15-21-04 Permit No: 06-106514-00-SU THIS COVENANT is made by Jerry L. and Jane M. Graham, husband and wife ("Property Owner"), in favor of the City of Federal Way, a Washington municipal corporation ("City"). A. The Property Owner owns certain real property commonly known as 328XX 38`h Avenue S, Federal Way, WA, 98001 and legally described as follows: The South 100 feet of the North 330 feet of the East 990 feet of the East half of the Southwest Quarter of Section 15, Township 21 North, Range 4 East, Willamette Meridian, in King County, Washington. Except the East 730 feet therof. (Also know as Lot 110, North Lake Shore Lands, according to the unrecorded plat therof.) Except from said Lot 110, that portion thereof lying within the right-of-way of 341h Avenue South (also know as Roy B. Misener Road), as established February 17. 1930 in Volume 30 of Commissioner's Records, at page 257. ("Property"). B. The Property Owner has submitted a request for a building permit under Permit No. 06- 106514-00-SU to short plat the Property which abuts a substandard City right-of-way known as 328XX 38`h Avenue S, which project will impact and derive special benefits from the public right of way. C. The City may, in the future, construct, reconstruct or improve 38`h Avenue S to City standards including, but not limited to, curbs, gutters, sidewalks, driveways across sidewalks, storm drains, retaining walls, street illumination, landscaping, slope protection, underground power, and necessary appurtenances consistent with good street construction ("Improvements"), so as to benefit the Property, through the formation of a Local Improvement District. NOW, THEREFORE, the Property Owner agrees as follows: 1. Permit. The Property Owner may obtain a building permit for short platting the Property without the installation of the Improvements so long as all other conditions of the permit, if any, are complied with to the City's satisfaction. 2. No Protest. Pursuant to RCW` 35.43.182 and in consideration of the City approving said permit, the Property Owner agrees to participate in and not protest the formation of a Local Improvement District pursuant to RCW 35.43.180. 3. Term. This Covenant shall be for a term of ten (10) years commencing on the date of execution hereof and terminating ten (10) years thereafter. 4. Improvements. Nothing in this Covenant shall in any way absolve the Property Owner of any underlying obligation to make any public improvements as a condition of permit approval under any application other than Permit No. BLD 06-106514-00-SU prior to the expiration date of this Covenant or upon eighty (80) days written notice from the City if such public improvements are required pursuant to the Federal Way City Code, any other permit application, or other applicable laws, rules, or regulations, as now existing or hereafter adopted or amended. The Improvements may be necessary to mitigate the effects of the development of the Property. This Covenant shall be construed only as providing an alternative means for payment for necessary public improvements through the formation of a Local Improvement District. 5. Binding Effect. This Covenant shall be construed to touch and concern the land, shall run with the land and bind the Property Owner, it's successors in interest, heirs and assigns. 6. Filing. This Covenant shall be recorded by the Property Owner with the King County Office of Records and the Property Owner shall pay all recording fees. 7. Limitation. Nothing in this Covenant shall be construed to waive the Property Owner's right to object to the Property Owner's individual assessment (including the determination of special benefits allocable to the Property), or to appeal to the Superior Court the decision of the Federal Way City ncil affirming the final assessment roll. DATED this 62o day of �` 20-d� PROPERTY 4� J ke. Graham 32826 38 h Ave. S Federal Way, WA 98001 253.536.4479 STATE OF WASHINGTON ) ) ss. COUNTY OF KING On this 3 b day of 2011, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jerry L. and Jane M. Graham, husband and wife, to me known to be the individuals who executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said individuals, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument. Witness my hand and official seal hereto affixed the day and year first above written. sup, 1,, :•'G iL1(jltifSti' IIr J -4le GAFORMSUDNOPRO.IMP Rev. 08/04 v (typed or printed name of notary) Notary Public in and for the State of Washington My commission expires 6 -6 " 6 7 Return Address: Kris Nelson Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 (425) 251-6222 Document Title(s): Assessors Property Tax Parcel/Account Number. Private Sanitary Sewer Easement 618141-0990 Reference Number(s) of Documents assigned or released if applicable: Additional reference numbers are on page of document. N/A Grantor(s) (Last name first, then first name and initials): 1. City of Federal Way 2. 3. Grantee(s) (Last name first, then first name and initials): 1. Springall, Mark J and Janine N 2. Haggai Homes, LLC, a Washington limited liability company 3. Legal Description (abbreviated: i.e., lot, block, plat or section, township, range): Additional legal is on page 6 of document. Tract B of Northlake Ridge Division 2 according to the plat thereof recorded in Volume 225 of plats, pages 20 through 25, under Recording No. 20041207000341, records of King County, Washington The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indeidng information provided herein. Page 1 of 8 11266.051.doc PRIVATE SANITARY SEWER EASEMENT City of Federal Way (the "Grantor), for and in consideration of $10.00 (ten and no/100 dollars), hereby dedicates, conveys, and grants to Mark J. and Janine N. Springall and Haggai Homes, LLC (the "Grantee") and their heirs, successors, and assigns a permanent non-exclusive easement for sewer lines and appurtenances thereto upon the following described property situated in King County, Washington, legally described as follows: Nature and Location of Easement: Grantors property (the "Real Property") is legally described in Exhibit A, attached hereto and incorporated herein by this reference. The easement granted by Grantor (the "Easement") herein shall be a permanent non-exclusive easement for the benefit of Grantee over, upon, across, through, and under the portion of Grantor's property as legally described in Exhibit B and as graphically depicted on Exhibit C, both attached hereto and incorporated herein by this reference. The Easement shall be for the purposes of installing, laying, constructing, maintaining, inspecting, repairing; removing, replacing, renewing, using, and operating sewer lines, together with all facilities, connectors, and appurtenances (the "Sewer Lines"), including the right of ingress and egress for said purposes. 2. Rig ht of Entry: Grantee shall have the right, without notice and without prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon said property and adjoining property owned by Grantor and its heirs, successors, and assigns to install, lay construct, renew, operate, and maintain lines and necessary facilities and other equipment for the purposes of searing the property and other properties with sewer service. Grantee agrees to restore the Easement area, as nearly as possible, to its condition prior to any disturbance from construction, operation, maintenance, repair, or replacement of the Sewer Lines. 3. Encroachment/Construction Activity: Grantor shall not undertake, authorize, permit, or consent to any construction or excavation, including, without limitation, digging, tunneling, or other forms of construction activity on or near the Easement which might in any fashion unearth, undermine, or damage the Sewer Lines or endanger the lateral or other support of the Sewer Lines without Grantee's prior written approval. Grantor further agrees that no structure or obstruction, including, without limitation,-fand rockeries, shall be erected over, upon, or within the Easement, and no trees, bushes or other shrubbery shall be planted or maintained within the easement. Grantor shall have full use of the surface of the Real Property within the Easement, so long as such use does not interfere with the Easement or the Sewer Lines. 4_ Binding Effect[Warran of Title: The Easement and the covenants, terms, and conditions contained herein are intended to and shall run with the Real Property and shall be binding upon Grantee and Grantor and their respective successors, heirs, and assigns. Grantor warrants that Grantor has good title to the Real Property and warrants the Grantee title to and quiet enjoyment of the Easement. 5. Recording: Upon its execution, the easement shall be recorded with the Department of Records and Elections, King County, Washington. Page 2 of 8 11266.051.doc Dated this day of GRANTOR: City of Federal Way Signature By Printed Name Its Title 31, 31 or GRANTEE: Mark J. Spring Signature GRANTOR: Haggai Homes, LLC Signature By Printed Name Its Title 2008. GRANT E: 1 Janine . Sprin II Page 3 of 8 11266.051.doc STATE OF WASHINGTON ) ss. COUNTY OF I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath stated that (he/she) was authorized to execute the instrument and acknowledged it as the of the City of Federal Way to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated STATE OF WASHINGTON ) ) ss. COUNTY OF KIN C, ) Notary Public in and for the State of Washington Printed Name Residing at: Appointment Expires: I certify that I know or have satisfactory evidence that Mark J. Springall is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. _ITT u� Dated O0001"NE M. O" a NOTARY n PU$LIC a 'FA ODD 7A 0. 1. ; 1100 j 4 L-� I (�&� - ---J Notary Publi in and for the State of Washington Oil Printed Name Residing at: Appointment Expires: Page 4 of 8 11266.051.doc STATE OF WASHINGTON ) ss. COUNTY OF K / C— I certify that I know or have satisfactory evidence that Janine N. Springall is the person who appeared before me, and said person acknowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in the instrument. IIo3 IDS'j—P Dated ApN;"' Notary ublic i and for the State of Washington 11 Printed Name !V 07ARY fi PUSUC Residing at: V��',?�r'�� 15 �pQAppointment Expires: �l /� Off-r15HlN� STATE OF WAS NGT ) ) ss. COUNTY OF ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that (helshe) signed this instrument, on oath stated that (he/she) was authorized to execute the instrument and acknowledged it as the of the Haggai Homes, LLC to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington Printed Name Residing at: Appointment Expires: Page 5 of 8 11266.051.doc EXHIBIT A Legal Description of Parent Parcel Tax Parcel No. 618141-0990 Tract B of Northlake Ridge Division 2 according to the plat thereof recorded in Volume 225 of plats, pages 20 through 25, under Recording No. 20041207000341, records of King County, Washington. Page 6 of $ 11266.051 _doc EXHIBIT "B" PRIVATE SANITARY SEWER EASEMENT LEGAL DESCRIPTION All that portion of Tract B of the plat of Northlake Ridge Division 2, as recorded under Recording Number 20D41207000341, records of King County, Washington, lying Southerly of the foilowing described line: COMMENCING at the Southwest corner of said Tract B; THENCE Northerly along the Westerly line thereof, a distance of 6.92 feet to the TRUE POINT OF BEGINNING of this line description; THENCE South 75' 00' 11 ° East, a distance of 36.24 feet to the Easterly line of said Tract B, said line also being the Westerly line of Tract E of said plat, and the terminus of this line. Containing 250 square feet, more or less. Project Name: Northlake Ridge Division 2 December 17, 2007 Page 1 of 1 JMSfjms 11266L.006.psse.doc P:\11000s\11266\survey\plats\11266exh01 sse.dwg 6.92'---- SCALE: 1" = 30' score_ fforizaolaf l "=30' V/erlieaf G1 }A(i 18215, 77Hb AVENUE SOMH 4 • S KENr, . WA 18032 o� '►� �� (475y251 -6222 For: N ORTHLAKE RIDGE DIVISION 2 .W..4 DE Job Number 11266 sheet Return Address: Kris Nelson Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 (425) 251-6222 Document Title(s): Assessors Property Tax Parcel/Account Number. Private Sanitary Sewer Easement 618141-0430 and 618141-0440 Reference Number(s) of Documents assigned or released if applicable: Additional reference numbers are on page of document. N/A Grantor(s) (Last name first, then first name and initials): 1. Mbugua, Stephen M. 2. Hay, Sophea 3. Grantee(s) (Last name first, then first name and initials): 1. Springall, Mark J and Janine N 2. Haggai Homes, LLC, a Washington limited liability company 3. Legal Description (abbreviated: i.e., lot, block, plat or section, township, range): Additional legal is on page 7 of document. Lots 43 and 44 of Northlake Ridge Division 2 according to the plat thereof recorded in Volume 225 of plats, pages 20 through 25, under Recording No. 20041207000341, records of King County, Washington, together with undivided interest in Tract C and in Tract E of said recorded plat The Auditor/Recorder will rely on the information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. Page 1 of 9 11266.052.doc PRIVATE SANITARY SEWER EASEMENT Stephen M. Mbugua and Sophea Hay (the "Grantor"), for and in consideration of $10.00 (ten and no/100 dollars), hereby dedicate, convey, and grant to Mark J. and Janine N. Springall and Haggai Homes, LLC (the "Grantee") and their heirs, successors, and assigns a permanent non-exclusive easement for sewer lines and appurtenances thereto upon the following described property situated in King County, Washington, legally described as follows: Nature and Location of Easement: Grantor's property (the "Real Property") is legally described in Exhibit A, attached hereto and incorporated herein by this reference. The easement granted by Grantor (the "Easement") herein shall be a permanent non-exclusive easement for the benefit of Grantee over, upon, across, through, and under the portion of Grantor's property as legally described in Exhibit B and as graphically depicted on Exhibit C, both attached hereto and incorporated herein by this reference. The Easement shall be for the purposes of installing, laying, constructing, maintaining, inspecting, repairing, removing, replacing, renewing, using, and operating sewer lines, together with all facilities, connectors, and appurtenances (the "Sewer Lines"), including the right of ingress and egress for said purposes. 2. Right of Entry: Grantee shall have the right, without notice and without prior institution of any suit or proceeding at law, at times as may be necessary, to enter upon said property and adjoining property owned by Grantor and their heirs, successors, and assigns to install, lay construct, renew, operate, and maintain lines and necessary facilities and other equipment for the purposes of serving the property and other properties with sewer service. Grantee agrees to restore the Easement area, as nearly as possible, to its condition prior to any disturbance from construction, operation, maintenance, repair, or replacement of the Sewer Lines. 3. Encroach ment/Construction Activity: Grantor shall hdt Undertake, authorize, permit, or consent to any construction or excavation, including, without limitation, digging, tunneling, or other forms of construction activity on or near the Easement which might in any fashion unearth, undermine, or damage the Sewer Lines or endanger the lateral or other support of the Sewer Lines without Grantee's prior written approval. Grantor further agrees that no structure or obstruction, including, without limitation, fences and rockeries, shall be erected over, upon, or within the Easement, and no trees, bushes or other shrubbery shall be planted or maintained within the easement. Grantor shall have full use of the surface of the Real Property within the Easement, so long as such use does not interfere with the Easement or the Sewer Lines. 4. Bindinq Effect/Warrant of Title: The Easement and the covenants, terms, and conditions contained herein are intended to and shall run with the Real Property and shall be binding upon Grantee and Grantor and their respective successors, heirs, and assigns. Grantor warrants that Grantor has good title to the Real Property and warrants the Grantee title to and quiet enjoyment of the Easement. Page 2 of 9 M66.052.doc STATE OF WASHINGTON ) ss. COUNTY OF -K, 4gi ) I certify that I know or have satisfactory evidence that Stephen M. Mbugua is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. o' - Dated Notary Public in and for the State of Washington Printed Name Residing at: 141-4 Pi- D -E. Appointment Expires: 0 l NWpry Public State of WaShlnpton STATE OF WASHINGTON ) WRINA L CHRISTENSEN ) ss. MyAppowtment Expires Oct 1, 2010 COUNTY OF I certify that I know or have satisfactory evidence that Sophea Hay is the person who appeared before me, and said person acknowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in the instrument. F-f-to. 2-2, Dated Public in and for the State of Washington Printed Name Residing at: ( £ Appointment Expires: Qa ,1 2Q 10 Notary Public State of Washington SABRINA L CHRISTENSEN My Appointment Expires Oct 1, 2010 Page 4 of 9 11266.052.doc 5. Recording: Upon its execution, the easement shall be recorded with the Department of Records and Elections, King County, Washington. Dated this U- day of w1A 2008. GRANTOR: GRANTOR: Stephen M. Mbugua Sophea Hay Signature Signature -� //j /0k GRANTEE: Mark J. Spri Signature GRANTOR: Haggai Homes, LLC Signature By ---L Printed Name Its Title Page 3 of 9 11266.052.doc STATE OF WASHINGTON ) ) ss. COUNTY OF I certify that I know or have satisfacto evidence that Mark J. Springall is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument. ,3 /,3 ,/OSL Dated "J4NE a6 U�Iss ON 0�(ypTRRYp'pfi^ {N n� PUBLICN�Lo V .op WAsN�� STATE OF WASHINGTON ) ) ss. COUNTY OF /VNG- ) JL- NotaryPugli+ and for the State of Washington v 0 L Printed Name Residing at: Appointment Expires: 9 LLI I certify that I know or have satisfactory evidence that Janine N. Springall is the person who appeared before me, and said person acknowledged that she signed this instrument and acknowledged it to be her free and voluntary act for the uses and purposes mentioned in the instrument. ,3 A3 AT - Dated y�,ssiaNA,�� E` ° NoTARY puiwc seR 0 ax Notary Public inland for the State of Washington ,S)�NL in. O'ZO- Printed Name Residing at:� Appointment Expires: 9 /S' X2 0 Page 5 of 9 11266.052.doc STATE OF WASHINGTON ) ) ss. COUNTY OF ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that (he/she) signed this instrument, on oath stated that (he/she) was authorized to execute the instrument and acknowledged it as the of the Haggai Homes, LLC to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Notary Public in and for the State of Washington Printed Name Residing at: Appointment Expires: Page 6 of 9 11266.052.doc EXHIBIT A Legal Description of Parent Parcels Tax Parcel Nos. 618141-0430 and 618141-0440 Lots 43 and 44 of Northlake Ridge Division 2 according to the plat thereof recorded in Volume 225 of plats, pages 20 through 25, under Recording No. 20041207000341, records of King County, Washington, together with undivided interest in Tract C and in Tract E of said recorded plat. Page 7 of 9 11266.052.doc Return Address: City of Federal Way Attn: Ann Dower P. O. Box 9718 Federal Way, WA 98063-9718 EXHIBIT 3 LICENSE Grantors: Jerry L. Graham and Jane M. Graham Grantee: CITY OF FEDERAL WAY, a Washington municipal corporation Property Legal Description (abbreviated): A portion of the NE'/4 of the SW % of S 15, T 21 N, R 4 E, W.M., King County, WA Easement Legal Description same as property description Assessor, s Tax Parcel ID#: 614360 0560 The undersigned owner of certain real property located in Federal Way, Washington and legally described as follows: The South 100 feet of the North 330 feet of the E 1/2 of the SW 1/4 of Section 15, Township 21 North, Range 4 East, WM., Except portion conveyed to King County for road; Also known as Tract 110 of North Lake Shore Lands, an unrecorded plat; situate in the County of King, State of Washington. ("Property") hereby grants an irrevocable license to the City of Federal Way ("City") and the City's agents, employees, contractors or representatives to enter upon the Property to inspect the construction of improvements, the performance of work or to allow the City to perform any necessary maintenance or work, all pursuant to that certain Assignment of Funds in Lieu of Bond of even date entered into between the City and the undersigned and incorporated herein by this reference. DATED this AI'day of�t� f.. STATE OF WASHINGTON ) ss. COUNTY OF KING ) -)An-I On this day personally appeared before me, Jerry L. Graham and Jane M. Graham to me known to be the individuals described in and who executed the foregoing License, and on oath swore that they executed the foregoing instrument as his/her/their free and voluntary act and deed for the uses and purposes therein mentioned. J GIVEN my hand and official seal this A III RTj� V' Iyy,�N FJfPIR�N',`••• Z 'pu ��y�L o; ❑ 4 F�� h , 0131 •• sFj07EM6Ea:•� �C1 Of 41foo (Typed/pnnted name of notary) Notary Public in and for the State of Washington. My commission expires: ! J � 06- SM SITTS & HILL ENGINEERS, INC. Professional Engineers and Planners 2901 South 4001 Street, Tacoma, WA 98409-5697 Telephone (253) 474-9449 pax (253) 474-0153 October 11t', 2006 CITY OF FEDERAL WAY P.O. Box 9718 Federal Way, Washington 98063-9718 TO: Mr. Appleton Director of Public Works SUBJECT: RIGHT OF WAY IMPROVEMENT MODIFICATION REQUEST Dear Mr. Appleton: ROBERT.J. DAHN1EN, RE BRENT K. LESLIE, P.E. ROBERT N. ERB, P.L.S. RANDALL C. HAYDON, RL_S, KATHY A. HARGRAVE. P.E. LARRY G. LINDELL. P.E. Jerry Graham Is proposing a two lot short plat off 381' Avenue South in Federal Way. We have assisted Mr. Graham in preparing for and attended a Pre -Application Conference on May 18'', 2006 (File #06- 102087-00-PC). At this meeting we talked to Maryanne Zukowski of the Traffic Division who suggested the Staff would support a right of way modification. In lieu of frontage improvements, we would be required to improve the shoulder adjacent to the property. You will notice by your site visit that there are no curb, gutters and sidewalks along this road in the nearby vicinity of this proposed development. Therefore, these improvements would not be harmonious with the existing street. If a sidewalk was provided in this location to encourage pedestrians to walk in this area, they would only walk approximately 80 feet and would be directed back onto 38"1 Street with very little shoulder and potentially unsafe situation. Therefore, as suggested by Maryanne Zukowske, we are requesting a waiver from this requirement. You prompt response would be appreciated. If I can provide you with additional information to assist you in making this decision, you may contact me at (253) 474-9449. Thank you for you assistance in this matter. Sincerely, SITTS & HILL ENGINEERS, INC. Larry Heires Project Manager p:12,936/pro doc/corr/Fed Way -11 Oct 06 enclosures cc: Jerry Graham RECEIVED OCT 1 2 2006 Civil, Structural and Surveying CITY OF FEDERAL WAIL BUILDING DEPT. OZ sa��,5 �O g3�.a3p g ■ ay9 � bR JIM Zm D "gy m m _ < m rs >�r0 CL HA li �j$p! rn ZD Ii Z { o (A 33 8 73 s� r$p°` ss q'sY�F3� R S � _SC Qi R O AAAAA+eA.ti�LA• E�F ro �'A 0 4 a O �pn �- MMMMMM MMNN � (2�yFI Q1 SC ikkkkkxxsk —Zi § � J m . s r� Jill m s g r b...,,III s u 4 0 s JAI litx v m Ji 3 �m All R s gay a !I D � �Z_ �Z� =N m _ 38TH AVE. S. W D 61 D ' I = v (A m I I 1z z o ru Z O � � *csiz � v, .ii vOL�P aGE Irn