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05-104500
FILE ` CITY OF CITY hL Federal Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way,WA 98063-9718 (253)835-7000 www.cityoffederal wa y.corn August 4, 2006 Guy Mahan 14241 Woodinville-Duvall Road Woodinville, WA 98072 RE: File#05-104500-00-UP; REQUEST FOR INFORMATION Mahan Duplexes, 2237 South 333rd Street,Federal Way Dear Mr.Mahan: The City received a resubmittal for the two Mahan Duplexes on March 2,2006. This project was previously assigned to Jim Harris,but due to his departure from the City of Federal Way,I have been assigned as the planner for this project.The resubmittal included a landscape modification request letter from your landscape architect, Jane Garrison.The landscape modification will be dealt with as part of the Use Process III(UP)approval, once the civil drawings are corrected. SEPA STATUS A SEPA Determination of Nonsignificance(DNS)was issued on May 24,2006, and no appeals were received. PLANNING DIVISION(Andy Bergsagel, 253-835-2644, andy.bergsagel@cityoffederalway.com) Per our discussion on the telephone,it appears that you have provided the Site Plan as part of the Civil Drawings(Sheet C.3.0)and you have provided the Zoning Code requirements and calculations on Sheet C.1.0. Pursuant to Federal Way City Code(FWCC)22-1570, the Director may grant landscape modifications due to special circumstances or unique conditions. You submitted a detailed Landscape Plan,prepared and stamped by Jane Garrison, a registered landscape architect. She provided a letter requesting a landscape modification,in accordance with the submittal requirements.I have red-lined a few changes on the landscape plan. I have done this so that you will not need to go to the added expense of revising the landscape plan. I have checked with the Director.The requested landscape modification will be approved as part of the Use Process III approval,based on the landscape plan I have red-lined.However, Ann Dower and I are requesting revisions to the civil plans. Please revise the civil plans to reflect what is shown on the enclosed red-lined landscape plan, including the following: 1. There are some proposed meters and catch basins that need to be moved because they are in proposed landscape areas where three trees must be planted. 2. On Sheet C.3.0,there are some dimensions missing. Please label one of the parking spaces in the front area as"8.5 x 18 feet typ."Revise as shown on the red-lined plans to allow for 18-foot stall �,ww tea?- Mr. Mahan August 4,2006 Page 2 depth and 25.5-foot aisle width, as required by City of Federal Way Parking Lot Design Criteria (Bulletin#042). 3. On Sheet C.3.0,please dimension the width and length of the existing and proposed buildings, and note that there are two-car garages(for parking calculation purposes). 4. There must be 25.5 feet between the west landscape strip and strips that project out from the garages. You may eliminate these strips altogether, if you wish. 5. In addition to revising the civil drawings,please provide basic floor plans to go with the elevations. There are no floor plans in the UP file that was turned over to me. PUBLIC WORKS DEVELOPMENT SERVICES(Ann Dower, 253-835-2732, ann.dower@cityoffederalway.com) We cannot approve the Use Process III land use review until the following issues are addressed and complete, stapled sets of the civil drawings are resubmitted for the UP review.For your information,the final, formal engineering drawings(EN)shall be submitted after you receive UP approval. Landscape Plan 1. Specify 2-1/2"caliper for the street trees. Technical Information Report 2. On Page 3, under Core Requirement No. 3, simply including portions of the manual does not explain how this project meets the criteria for Peak Flow Exemption. What flow control BMP's are being provided?Is the new impervious area non-pollution generating?Does the driveway comply with rural roadway dispersion requirements? Will the project significantly impact downstream properties?All of the criteria must be met for this exemption to apply. 3. The Vortfilter has not yet earned a General Use Level Designation.The City is willing to consider the use of the Vortfilter with another pre-settling device as a pilot if the applicant is willing to conduct testing in accordance with the DOE's TAPE evaluation protocols. Site Plan 4. Show street trees and streetlights,right-of-way dedication, area of site,impervious area, and easements on the site plan. 5. Correct the road section for South 333`d Street -20-foot travel lane, four-foot planter strip(including six-inch curb), six-foot sidewalk, and three-foot utility strip. 6. The engineer has not yet shown that this site meets all of the criteria for exemption from detention. The site plan cannot be approved until the engineer either shows a detention facility or shows that all of the criteria for exemption have been met.Flow control BMP's must be shown on the site plan as part of the criteria for exemption. File 405-104500-00-UP Doc.1.D.37489 1 Mr.Mahan August 4,2006 Page 3 7. The driveway section must be corrected to show the required curb around the perimeter of the driveway. 8. On Sheets C.3.0 and C.4.0, clearly show and label the location of the 36-inch culvert which is part of the Hylebos Creek system. CLOSING Your project is now on hold until we receive a resubmittal from you.Use the enclosed Resubmittal Form. Please submit four, stapled civil plan sets on 11 x 17-inch paper and four full size copies, folded to 8%x 11-inch size. Make sure that you submit complete plan sets. Please also submit two sets of the basic floor plans(first floor and second floor)to go with the elevation drawings that are in our file. (I do not need all of the technical building permit sheets for the UP file.)If you have any planning questions,please do not hesitate to call or email me. Please contact Ann Dower directly,pertaining to her comments. Sincerely, • LA/ , t---'ty_ Andy Bergsagel enc: Resubmittal Form Red-lined landscape plan c: Ann Dower,Engineering Plans Reviewer Sarady Long,Traffic Analyst Scott Sproul,Assistant Building Official Chris Ingham,South King Fire File #05-104500-00-UP Doc.I .37489 libk CITY of MEMORANDUM 401 . Federal Way Public Works Department DATE: 10/12/05 TO: Jim Harris FROM: Ann Dower JOT SUBJECT: MAHAN - (05-104500-00-UP) 2237 S 333RD ST; Public Works Technical Review The information provided on September 2, 2005 has been reviewed. The applicant must address the following comments: SEPA Checklist No Comments Title Report No comments Landscape Plan 1. Required frontage improvements, including street trees, must be shown on this plan. A street tree list is attached. Survey Map 2. The surveyor's stamp and signature must be included on this drawing. Technical Information Report 3. On Page 3,under Core Requirement No. 3,please explain how the project meets all of the criteria for Peak Flow Exemption. The 100-year peak flow rate is only part of the criteria. 4. The Stormfilter treatment system must be sized using 7.5 gpm. 5. Please explain how the 0.128 cfs water quality flow (quoted in the Stormwater Management, Inc. estimate) was determined. Site Plan 6. The Sadler Barnard site plan does not match the SDA site plan. Please consolidate all information onto one site plan, or into one set of drawings. Show all frontage improvements, including street trees and streetlights, area of site, impervious area, grading, easements, storm drainage, and utilities. January 20, 2006 To: Community Development Review Committee RE: Mahan 2 Duplexes/05-104500-UP/J. Harris On January 08, 2006, I received an e-mail with a modified plan for the above project. The applicant (Guy Mahan) was requesting that the Fire Department approve reducing the width of the fire access road and fire department turn around to sixteen feet. After reviewing the plan, I informed Mr. Mahan that I would approve reducing the fire access road and turn around width to sixteen feet provided all of the following conditions were complied with: 1) All new buildings to be constructed on the subject site will have automatic fire sprinkler systems installed in the buildings. 2) All of the other required elements of the fire access road and turn around shall be complied with including: Unobstructed vertical clearance of not less than thirteen feet six inches, designed and maintained to support the imposed load of a twenty-five ton fire apparatus, not less than twenty foot inside turning radius and not less than forty foot outside turning radius, etc. 3) The entire fire access road and turn around shall be marked as "No Parking Fire Lane" and no parking will be allowed. Mr. Mahan understood and agreed that all of the above conditions are acceptable. Considering that there is a new five foot walkway proposed from 5. 333 street to the front of the existing four unit building, it would make sense to eliminate the additional proposed five foot walkway on the east side of the fire access road (driveway) and provide twenty feet of road width in that area. This would provide for improved site access for the Fire Department and all concerned. Sincerely, Greg Brozek Assistant Fire Marshal iCI NEW 5' SIDEWALK 16' WIDE -Y-�� DRIVEWAY W/ 3' DEDICATION TO CITY PERMISSION - 7' BUFFER AVERAGED FROM FIRE IS IN THIS AREA 20' BUFFER DEPARTMENT 2S ,.j, BUFFER AVERAGING ADD 357.5 SF 25.5' BACKOUT- - 3S -NEW 5' MI - 26.35' BUFFER SPACE AS WALKWAY REQUIRED 4C SAVE EXIST. TREES PLANTER. 5C O 6C - PLAY AREA 1,600 SF. 3' WALKWAY A NI W LL 8 S EPS T❑ REMAIN RICYINCLUCLESES &WALKWAY OR SKATES FROM STREET TO REAR OF IS FENCED AREA FENCED ARE' PROPERTY - 34.4 TO 2 PARALLEL BLDG 1 ;,,' LANDSCAPEAREADR MOD. B(675ESF) STALLS 8'X23' 7S - UNITS 1-4 5.0' - "1 5' BUFFER 8S - 11. /�' '3' - STORAGE FOR - TRASH CANS. CANS WILL / -" 26' BLDG. SETBACK BE PLACED / C 400 SF PRIVATE YARD AT STREET l ,4 PER EA. DUPLEX UNIT ON PICK-UP DAY. (FENCED) BLDG B cTYP.) TRASH CANS FOz UNIT 1 `A' BLDGS, B & C 23'+ > '�r SAVE EXIST. TREES WILL BE STORE) I I �W� IN GARAGES & _ T.' `s' TAKEN TO STREE----- ON PICK-UP DA) UNIT 2 BY TENANT. NEW UNIT LOCATION 25' X 40' i'l10' BUFFER LANDSCAPE MODIFICATION REQUEST IS TO FIRE TRUCK HAMMERHEAD COMMON PLAY AREA REDUCE THE W/ 20 RADII. PAVED AREA MIN. 1,600 SF WEST PERIMETER OUBLES FOR TRICYCLES BUFFER BY 50% PER CODE ITEM adp 22-1570(E) ALLOWING - ADDITIONAL BUFFER - EAST OF BLDG. 1 BLDG C TO ❑BTAIN 75% STATE OF INGTON OF THE TOTAL UNIT 1 WEGISTERED REGISTERED REQ. BUFFER AREA. LANDSCAPE ARCHITECT A 4' FENCE WILL ( I BE INSTALLED ALONG THE WEST TWO CAR NEW UNIT JANE GARRISON PROPERTY LINE TO GARAGE W/ LOCATION CERTIFICATE No. 117 COMPLY WITH TWO STALLS 25' X 40' CODE ITEM OUTSIDE (TYP.) ,'; 10' SIDE YARD BUFFER 22 1570(C)(2). UNIT 2 7-10' REAR YARD BUFFER SITE PLAN L-1 MAHAN 4 UNIT ADDITION JANE GARRISON OF FEDERAL WAY, WA LANDSCAPE ARCHITECT 1 95 FRONT ST.N. SCALE: 1" = 20'-0' (425)ISSAQ ON, 23 N8027 (425)392-2394 Jga"risonea.est.net JANUARY 6, 06 12/1f/2005 14:01 FAX E1001 • FACSIMILE TRANSMITTAL SHEET 'I'O' FROM: Jun Harris Guy A.Mahan COMPANY: DATE: City of Federal Way 12/16/2005 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: 253.835.2609 2 PI-IONE NUMBER: SENTDI.R'S PHONE NUMBER: [Click hate and type phone nut aber] 425.256.2028 RE; YOUR RP,I1FI;RPNCE NUMBER: Mahan Four Unit Addition ❑ URGkN'I' ❑ FOR REVI W ❑ PLEASI; COMMENT ❑ PLEASE REPLY D PLEAS". RECYCLE NOTES/COMMENTS: Per, out discussion,please find a sketch which will accommodate the landscaping buffers, recreation space and parting.The 16'wide driveway width was discussed with Greg Brozek (Tire) last month and he felt he could work with.,that width.Thanks. DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 CITY OF /P^IIIIIIftroe Federal Way WA 98063-9718 Federal Alay253-835-7000; Fax 253-835-2609 www.citvoffederalway.com DECLARATION OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washington, that a: yl Notice of Land Use Application/Action ❑ Land Use Decision Letter ❑ Notice of Determination of Significance ❑ Notice of Public Hearing before the (DS) and Scoping Notice Hearing Examiner ❑ Notice of Environmental Determination ❑ Notice of Planning Commission Public of Nonsignificance (SEPA, DNS) Hearing ❑ Notice of Mitigated Environmental ❑ Notice of LUTC/CC Public Hearing Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Application for Shoreline Management Permit ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ Shoreline Management Permit ❑ FWCC Interpretation ❑ Adoption of Existing Environmental Document ❑ Other was 0 mailed 0 faxed e-mailed and/or 0 posted to or at each of the attached addresses on D c i , 2005. Project Name h\,\ O o r V r t 1c)1 ,-L->D,N File Number(s) 0 5" -Jo V 00' U� (� 5 -l b V SOS-- St - Signature ((� . Date 16 -/) -o S� K:\CD Administration Ries\Declaration of Distribution.doc/Last printed 12/22/2004 3:19 PM Gin'OF Federal \fIEy NOTICE OF LAND USE APPLICATION Name: Mahan Four Residential Unit Addition Description: Proposal to construct two new duplex buildings for a total of four new residential units at a parcel of property that is currently developed with a four-plex apartment. Applicant: Guy Mahan 425-486-6801 Location: 2237 South 333`d Street,Federal Way,WA King County tax parcel#797820-0184 Date Application Received: September 2,2005 Date of Notice of Application: October 15,2005 Date Determined Complete: September 30,2005 Comment Due Date: October 31, 2005 Permits Required by this Application: Project Approval(File#05-104500-00-UP)and Environmental Threshold Determination(File#05- 104505-00-SE) Relevant Environmental Documents are Available at the Address Below: X Yes No Development Regulations to be Used for Project Mitigation,Known at this Time: Federal Way City Code(FWCC)Chapter 18,"Environmental Protection;"Chapter 19,"Planning and Development;"Chapter 21,"Surface Water Management;"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 International/Uniform Building,Fire,and Mechanical Codes. The official project file is available for public review at the City Hall Department of Community Development Services(33325 8th Avenue South,PO Box 9718,Federal Way,WA 98063-9718).Any person may submit written comments on the land use application to the Director of Community Development Services by October 31,2005. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision,may appeal the Director's decision. City Contact: Jim Harris, Senior Planner,253-835-2641 Published in the Federal Way Mirror on October 15,2005. 05-104505 Doc.LD. 33574 Page 1 of Tamara Fix - Legal Notices From: Tamara Fix To: admin@fedwaymirror.com Date: 10/12/2005 11:56 AM Subject: Legal Notices CC: dgrigg@soundpublishing.com Please publish the following legal notices (Nam NOA#05-104739 and Mahan NOA 05-104505) in Saturday's (October 15, 2005) issue. Please furnish affidavits of publication. Thanks Tamara Fix Administrative Assistant City of Federal Way PO Box 9718 Federal Way, WA 98063-9718 253-835-2602 f e c e e g of c e g e CITY OF Federal Way NOTICE OF LAND USE APPLICATION Name: Mahan Four Residential Unit Addition Description: Proposal to construct two new duplex buildings for a total of four new residential units at a parcel of property that is currently developed with a four-plex apal tiuent. Applicant: Guy Mahan 425-486-6801 Location: 2237 South 333rd Street,Federal Way,WA King County tax parcel#797820-0184 Date Application Received: September 2, 2005 Date of Notice of Application: October 15,2005 Date Determined Complete: September 30,2005 Comment Due Date: October 31,2005 Permits Required by this Application: Project Approval(File#05-104500-00-UP)and Environmental Threshold Determination(File#05- 104505-00-SE) Relevant Environmental Documents are Available at the Address Below: X Yes No Development Regulations to be Used for Project Mitigation,Known at this Time: Federal Way City Code(FWCC)Chapter 18, "Environmental Protection;"Chapter 19, "Planning and Development;"Chapter 21, "Surface Water Management;"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 International/Uniform Building,Fire,and Mechanical Codes. The official project file is available for public review at the City Hall Department of Community Development Services(33325 8th Avenue South,PO Box 9718,Federal Way,WA 98063-9718). Any person may submit written comments on the land use application to the Director of Community Development Services by October 31,2005. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision, may appeal the Director's decision. City Contact: Jim Harris, Senior Planner,253-835-2641 Published in the Federal Way Mirror on October 15,2005. 05-104505 Doc.I . 33574 .41 .41 Mr. Mahan December 8,2006 Page 3 enc: Statement of Findings and Conclusions Red-lined landscape plan Approved Plans,date-stamped as received October 16,2006. c: Ann Dower,Public Works Development Services Division Raid Tirhi,Public Works Traffic Division Scott Sproul,Building Official's Office Brian Asbury,Lakehaven Utility District Chris Ingham,South King Fire&Rescue Kari Cimmer,Permit Counter • File#05-104500-00-UP - Doc.I.D.38939 FILE CITY OF Federal Way STATEMENT OF FINDINGS AND CONCLUSIONS MAHAN TOWNHOUSES File#05-104500-00-UP December 7, 2006 The following findings support the Director's conditional approval of the construction of four new townhouse units at 2237 South 333rd Street in Federal Way(Parcel No. 797820-0184). The Federal Way City Code is abbreviated as FWCC. 1. Zoning,Land Use, and Review Process. The zoning of the subject site is Residential Multi-Family (RM-2400). The zoning chart found in FWCC 22-667 allows multi-family housing, subject to Process II(Site Plan Review). However,because the project is also subject to the State Environmental Policy Act(discussed below)Process III applies instead of Process II.' Process III is an administrative decision by the Director of Community Development Services. The Director's decision can be appealed to the Federal Way Hearing Examiner. Building permits can be issued after Process III approval is granted. 2. State Environmental Policy Act(SEPA) [RCW 43.21.C].The proposed addition of two duplexes on the site results in a total of eight dwelling units on the site. This exceeds the SEPA categorical exemption of up to four dwelling units2 on the site. This assumes that the existing fourplex was not subject to or reviewed under SEPA(by King County)since it met the four-unit exemption.Because the current proposal will result in an aggregate total of more than four units on the site, SEPA review was required. On May 24, 2006,the Director of Community Development issued a Mitigated Determination of Nonsignificance (MDNS). No comments were received during the comment period, and the determination was not appealed. 3. Public Notice [FWCC Section 22-392]. On October 15, 2005, the public was notified of this project according to the public notice procedures.No written public comments were received.Also,notice of the SEPA threshold determination was mailed to all owners of property located within 300 feet of the site. 4. Site Conditions and Surroundings. The subject site is King County Parcel Number 797820-0184.The site is currently developed with one fourplex situated on the northerly portion of the lot. The lot is relatively flat. The site fronts on South 333rd Street. The site is surrounded by RM zoning in all directions. The surrounding sites are developed with either single-family or multi-family units. Thompson Park is across the street to the northwest. Pursuant to FWCC 22-361,any Process II application not categorically exempt from the State Environmental Policy Act,RCW Chapter 43.21.C,shall be reviewed pursuant to the procedural requirements of Process III. 2 WAC 197-11-800(l)(b)(i) b k'� 5. Zoning Chart [FWCC 22-667]. The proposal has been reviewed and found to meet the requirements of the zoning chart for attached dwelling units in an RM zone, as follows: a. Lot size: 7,200 square feet minimum. (No new lots are being created.) b. Building setbacks: 20 feet in front, 5 feet in rear, and 5 feet on sides minimum. c. Lot Coverage(impervious surface): 70 percent maximum. d. Height: 30 feet maximum(above average building elevation to midpoint of roof). e. Parking: 1.7 spaces per attached or stacked dwelling unit minimum. f. Special Regulations(as listed in the zoning chart): i. Density.The maximum number of dwelling units permitted on the site is based on the gross land area of the site following any required public dedications. The maximum density for the RM-2400 zone is one dwelling unit per 2,400 square feet of gross lot area following any required dedications. Based on a total lot area of approximately 28,600 square-foot lot size, a maximum of eleven units would be permitted, and the proposed total of eight units is consistent with maximum density. ii. Outdoor Play Area. The project must provide common recreational open space on the site in the amount of 400 square feet per unit. The open space must meet the design and dimensional requirements of the code,be usable for many activities, and at least 10 percent of the open space must be developed with children's play equipment. The open space must be in one or more pieces each having a length and width of at least 25 feet. Through the Community Design Guidelines(below), common recreational open space must be located and arranged so that windows overlook them. The landscape plan clearly shows that the proposal meets these requirements. iii. Building Façade Modulation. No façade of any structure may exceed 120 ft. in length.In addition, any façade of a structure that exceeds fifty feet in length must be modulated. Neither of these requirements apply. 6. Driveway Setbacks(FWCC 22-1135). The proposal meets the five-foot driveway setback from the property line. 7. Landscaping and Significant Trees [FWCC Chapter 22,Article XVII].The applicant submitted a landscape plan,prepared by a licensed landscape architect, Jane Garrison. The standard landscape requirements for this use in this zone are as follows: • Twenty-foot-wide strip of"Type III"landscaping along public rights-of-ways. • Along all remaining property lines, the project must provide a ten-foot-wide strip of Type III landscaping. • Fifteen square feet of interior lot landscaping per parking stall for common parking areas. The applicant submitted a Landscape Modification Request,prepared by Jane Garrison, dated March 2, 2006. The Director may grant modifications to the landscape regulations [FWCC 22-1570]. The letter provides justification of the landscape requests.The landscape modification is granted as part of this Process III approval, subject to the landscape plan, submitted March 2,2006, as red-lined (enclosed).The red-lined changes on the plan must be instituted prior to final inspection for the building permit. (A bond may be considered in rare instances.) Generally, at least 25 percent of the significant trees on site must be retained, or replacement trees will be required to be provided. There is one significant tree on the site, and it is being preserved. Statement of Findings and Conclusions File#05-104500-00-UP/o«.ID 39057 Mahan Townhouses Page 2 8. Site Nonconformance. Pursuant to FWCC Chapter 22, Article IV, "Nonconformance,"additions to existing developed sites must address existing nonconformances within the geographic portion of the site where the new structures and any related improvements are proposed or required [FWCC 22- 334(3)(b)]. In addition, pursuant to FWCC Chapter 22, Article XIX, "Community Design Guidelines,"proposals to remodel or expand an existing development must correct any existing nonconforming design aspects to the extent they are"geographically related to the area of expansion or remodeling." [FWCC 22-1632] Other, different nonconformance thresholds also apply to street frontage improvements and surface water quality,which have been addressed as part of the review by the Public Works Department. 9. Community Design Guidelines [FWCC Chapter 22,Article XIX]. Guidelines applicable to multi- family residential projects are listed in FWCC 22-1638(d)(2)and 22-1638 (a)(5)through(a)(17). These include,but are not limited to,the following: significant tree retention (as noted above); parking location beside or behind buildings that front on streets; breaking up parking rows of more than 10 stalls; pedestrian walkways;lighting height;principle entry design; recreational space location;private outdoor spaces; roof pitch; garage and carport location; facade treatment; building design (should include distinct base,middle, and top); and residential design features. Other applicable design guidelines pertain to general site design,pedestrian circulation, miscellaneous site. elements, and building design [FWCC 22-1634&22-1635]. The application included a completed "Crime Prevention through Environmental Design"(CPTED) checklist,pursuant to the Community Design Guidelines [FWCC 22-1632]. The proposal has been reviewed and found to meet the Community Design Guidelines. 10. Parking. In addition to the number of parking spaces required by the chart(as noted above),the project should meet the parking standards in the City of Federal Way Parking Lot Design Criteria, Bulletin#042. On Sheet C.3.0 of the Civil Drawings which were resubmitted on October 16, 2006, the northerly parking spaces do not meet the minimum width. The approved plans(enclosed)have been red-lined to show a minimum width of 8.5 feet instead of 8 feet. This will result in the loss of one parking space,but the number of spaces provided still meets the code requirement. As a condition of approval,prior to applying for the building permit, the applicant must submit a revised site plan, showing 8.5 feet minimum width for the northerly parking spaces and the removal of the northernmost parking space, in accordance with Bulletin#042. 11. Stream in Culvert. The west branch of the East Fork Hylebos Creek exists in a culvert on the subject property. The Critical Areas Article states that the City may require removing streams from culverts under certain circumstances [FWCC 22-1310]. However, the City will not require the stream to be removed from the culvert as part of this project, in part since King County approved placing the stream in a piped conveyance system(culvert)at the subject site in 1984. In addition,removal of the culvert in this location may only provide limited enhancement of ecological function and value, since the culvert continues off site. There is no required stream setback from a culvert, in terms of the Critical Areas Article. 12. Garbage and Recycling. The owners of the four new townhouses will each have their own trash can and recycling bins,which presumably will be kept in their garages. The existing building will have individual garbage cans, in an area which will be screened. A representative of Waste Management Statement of Findings and Conclusions File#05-104500-00-UP/o«.I.D.39057 Mahan Townhouses Page 3 • • has stated that WM will provide all garbage,recycling, and yard waste services at the curb for the existing fourplex and new townhouses. 13. Surface and Stormwater Management. A Technical Information Report(TIR), dated October 13, 2006,was resubmitted, in accordance with the 1998 King County Surface Water Design Manual (KCSWDM).The TIR was reviewed and approved by the Development Services Division of the Public Works Department.The project will provide perforated drain pipe and other Best Management Practices(BMPs)as appropriate. Water quality treatment requirements will be met using a storm- filter. This project is exempt from flow control requirements based on Exemption#3, "Peak Flow Exemption Using Flow Control BMPs,"as outlined in the KCSWDM. 14. Traffic Mitigation. Based on the Institute of Transportation Engineers Trip Generation, 7th Edition, the project is expected to generate fewer than ten peak-hour trips. Therefore, a Traffic Impact Analysis(TIA)was not required for this proposal. 15. Right-of-Way Improvements. The civil plans show right-of-way improvements. Sheet C 3.0 shows a Road Improvement Section. Pursuant to FWCC 22-1474, the applicant is expected to construct street improvements consistent with the planned roadway cross-sections as shown in Map III-6 of the Federal Way Comprehensive Plan (FWCP)and the Capital Improvement Program(CIP)shown in Table III-19.For this site,the applicant is expected to construct half-street improvements on South 333rd Street(a Type"R"street), consisting of a 40-foot-wide street with curb and gutter, four-foot- wide planter strips with trees, six-foot-wide sidewalks, and streetlights in a 66-foot-wide right-of-way. As depicted on the plan, a three-foot-wide strip of land along South 3331"d Street will be dedicated to the City.As a condition of approval,prior to issuance of a building permit, a statutory warranty deed for right-of-way dedication shall be submitted to the City, to be recorded with King County, at the expense of the applicant. As a condition of approval,prior to certificate of occupancy, the applicant shall construct the street frontage improvements shown on the plans. • 16. Access/Site Distance Analysis. A site distance analysis was submitted and approved by the Public Works Department.The driveway meets access management standards. 17. Utilities. Lakehaven Utility District(LUD)is the purveyor of both water and sanitary sewer at this site. LUD provided comments,which have been forwarded to the applicant.No outstanding water or sanitary sewer issues preclude approval of this Process III application. 18. South King Fire&Rescue. The Fire Marshall's Office has reviewed the plans and found them to be acceptable.Requirements include sprinklers in the new buildings, a turnaround(which is shown on the plans),and fire lane marking. 19. Building Permit. The proposal was routed to the Building Official's Office for review, and no issues were identified which would preclude approval of this Process III application. A building permit will be required for each new building. 20. School Mitigation Fee—A school impact mitigation fee of$950.50 per multi-family unit is required for each dwelling unit, and must be paid prior to issuance of building permits. School mitigation fee schedules are adjusted annually. Statement of Findings and Conclusions File#05-104500-00-UP/na.in.39057 Mahan Townhouses Page 4 Based on the findings listed above, and provided all conditions are met, the Director concludes that the proposal meets the following criteria for all Process III applications [FWCC Section 22-395(b)]: • It is consistent with the Federal Way Comprehensive Plan. • It is consistent with all applicable provisions of the FWCC, Chapter 22,Zoning. • It is consistent with the public health, safety, and welfare. • The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal. • The proposed access to the subject property is at the optimal location and configuration. These findings shall not waive compliance with future City of Federal Way codes,policies, and standards. The drawings submitted for building permit review will be reviewed for compliance with specific regulations, conditions of approval, and any applicable City requirements. Prepared by: Andy Bergsagel,Associate Planner Date: December 7, 2006 • Statement of Findings and Conclusions File#05-104500-00-UP/nog.I .39057 Mahan Townhouses Page 5 41116, CITY OF MEMORANDUM Federal Way Community Development Services Department DATE: October 18, 2006 TO: Ann Dower CC: Sarady Long, Public Works Traffic Division Brian Asbury, Lakehaven Utility District FROM: Andy Bergsagel ✓. '� SUBJECT: MAHAN DUPLEXES (05-104500-00-UP) 2237 S. 333rd Street Ann: Please review the resubmittal. You had some comments. Sarady: I don't think you have any outstanding comments. Please sign off your Amanda line if it is OK, and confirm via e-mail. Brian: I don't think you have any outstanding comments. Please confirm via e-mail. Thank you. Site Development Associates, LLC 10117 Main Street, Bothell, Washington 98011 www.sdaengineers.com 0 5 _ 1 04 5 ® O RESUBMITTED October 12, 2006 O C T 1 6 2006 Andy Bergsagel City of Federal Way CITY OF FEDERAL WAY 33325 8th Avenue South BUILDING DEPT. Federal Way, WA 98063-9718 RE: Mahan Duplexes — 2237 South 333rd Street, Federal Way File # 05-104500-00-UP - Response to Civil Design Comments Dear Andy: The following letter is in response to your comment letter dated August 4, 2006. Each item below addresses the corresponding comment in the letter: GENERAL COMMENTS ale( .Eit,-.> 1. There are some proposed meters and catch basins that need to be moved because they are in proposed landscape areas where three trees must be planted. The water meters have already been installed and are located just off of South 333'd Street. They will not conflict with the proposed landscaped areas located at the south end of the project. �')U4,� rt 1` >n f i. �(r. s£T /'�t wv rt t f 4 a tom. v ti 1, r c��S¢tiJ�Ei'�. dy, W:\tivhitt(, 2. On sheet C.3.0, there are some dimensions missing. Please label one of the parking' spaces in the front area as "8.5 x 18 feet typ." Revise as shown on the red-lined plans to f- u.t allow for 18-foot stall depth and 25.5-foot aisle width, as required by City of Federal Way W d ? Parking Lot Design Criteria (Bulletin #042). Comment accepted. The parking spaces have been dimensioned and the aisle width revised. A A;+yt . 3. On sheet C.3.0, please dimension the width and length of the existing and proposed buildings, and note that there are two-car garages (for parking calculation purposes). Comment accepted. The dimensions have been added, and a note added regarding the two-car garages. 4. There must be 25.5 feet between the west landscape strip and strips that project out from the garages. You may eliminate these strips altogether, if you wish. Comment accepted. The landscape strips have been removed in order to provide the 25.5 feet required. y iV Page 1 Office:425.486.6533 Fax 425.486.6593 5. In addition to revising the civil drawings, please provide basic floor plans to go with the elevations. There are no floor plans in the UP file that was turned over to me. These plans will be provided by the project applicant. LANDSCAPE COMMENTS 1. Specify 2-1/2" caliper for the street trees. (this comment to be addressed by others) TIR COMMENTS 2. On page 3, under Core requirement No. 3, simply including portions of the manual does not explain how this project meets the criteria for Peak Flow Exemption. What flow control BMP's are being provided? Is the new impervious area non-pollution generating? Does the driveway comply with rural roadway dispersion requirements? Will the project significantly impact downstream properties? All of the criteria must be met for this exemption to apply. The TIR has been updated in order to clarify how this project meets the criteria for the peak flow exemption. 3. The Vortfilter has not yet earned a General Use Level Designation. The City is willing to consider use of the Vortfilter with another pre-settling device as a pilot if the applicant is willing to conduct testing in accordance with the DOE's TAPE evaluation protocols. A storm filter system has been provided in lieu of the Vortfilter. The storm filter meets DOE criteria for storm water quality treatment. SITE PLAN COMMENTS 4. Show street trees and streetlights, right-of-way dedication, area of site, impervious area, and easements on the site plan. Street trees, the right-of-way dedication, areas, and easements have been added to the plan. Regarding the streetlight requirement, we request that a deviation is approved that eliminates the streetlight requirement for this project. The City is currently constructing the Cedar Grove Park on the 2200 block of S. 333 St. As part of the construction of the park, two streetlights are being installed. The nearest streetlight to this parcel will be across the street and only 40'west from our new driveway access road. The wattage of these new lights are 150 watts each. Since a new city streetlight will be installed so close to where we would have installed a light, we feel that by us installing a light will be too much illumination for a Local street. Please approve this deviation request and eliminate our requirement for a streetlight, Page 2 5. Correct the road section for South 333`d Street—20-foot travel lane, four foot planter strip (including six-inch curb), six-foot sidewalk, and three-foot utility strip. Comment accepted. The road section has been updated. 6. The engineer has not yet shown that this site meets all if the criteria for exemption from detention. The site plan cannot be approved until the engineer either shows a detention facility or shows that all of the criteria for exemption have been met. Flow control BMP's must be shown on the site plan as part of the criteria for exemption. The updated storm drainage report provided has more thoroughly addressed how the proposed project meets the flow control exemption. 7. The driveway section must be corrected to show the required curb around the perimeter of the driveway. Comment accepted. The section has been revised to show the required curb. 8. On sheets C.3.0 and C.4.0 clearly show and label the location of the 36-inch culvert which is part of Hylebos Creek system. Comment accepted. The 36-inch culvert has been labeled on the above mentioned sheets. Sheet C4.0 shows the culvert clearly. We have addressed and incorporated all your comments into the revised plan set and Technical Information Report. Please feel free to contact me if you have further questions. Sincerely, Site Development Associates, LLC "ViX te2:44 William Helsley, P.E. Senior Civil Engineer Page 3 COMMUNITY DEVELOPMENTPO MINCES CITY OF ��...f RESUBMITTED 33325AVENUE SOUTH 9OX9718svEt v 8 Federal VVay2609 453835 FAX -835.OCT 1 6 2006 ,vwwrialway.ann{ CITYUILFEDERAL ING DEPT.AY RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note:Additional or revised plans or documents for an active project wi/I not be accepted unless accompanied by.this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouragedto submit all ftems in person and to contact the Customer Service Counter prior to submitting if you are not sureabout the number of copies required! "* 0 C2- Project Tracking Number. Q -> - l ' 0 0 - 0 • Project Name: 144t Q/4�C`�-s Project Address: ZZ 'j 7 9 3 3 3 7 Project Contact: 647 0 ()41/7)/U Phone: 11 3/4' b 6 c0( Resubmitted Items: #of Copies** Detailed Description of Item . Y �B M 41 .ebv� /ai` !r o tJ C, A ae?r�/L.- z, g'Y is&4'tidv l� JS l.?:- / 441,A,it f4 zaDu/ iPI.,pas, y /i x n • • ** Submit the same number of copies as required for your initial application.** 0Resubmittal requested by/r ""A Me k4°44'47a, 4,etter Dated: /0 / r / 0,6 Bulletin#129—August 24,2004 Page 1 of 1 , k:\Handouts—Revised\Resubmittal Information wq_dev.pks Flow Frequency Analysis Time Series File:wq_dev.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.120 6 2/09/01 2:00 0.245 1 100.00 0.990 ' 0.095 8 1/05/02 16:00 0.146 2 25.00 0.960 0.145 3 2/27/03 7:00 0.145 3 10.00 0.900 0.100 7 8/26/04 2:00 0.127 4 5.00 0.800 0.122 5 10/28/04 16:00 0.122 5 3.00 0.667 0.127 4 1/18/06 16:00 0.120 6 2.1p 0.500 0.146 2 10/26/06 0:00 u.100 i 1.3 0.231 0.245 1 1/09/08 6:00 0.095 8 1.10 0.091 Computed Peaks 0.212 50.00 0.980 Page 1 Page 1 of 1 Scott Mesic From: Reidy,Joe[reidyj@contech-cpi.com] Sent: Tuesday, September 19, 2006 2:24 PM To: Scott Mesic Subject: Sizing-Mahan Attachments: cbsf3-sd-dtl.dwg Hi Scott- To treat 0.072 cfs calculated by KCRTS,you will need 3 filter cartridges. Based on the elevations that you provided, the most cost effective option is the deep steel catch basin StormFilter which is$12,600. I have attached a CAD drawing for your use. Also, is this the same project that you were working with Lora Leligdon on last year? Thank you, Joe Reidy Stormwater Design Engineer CONTECH Stormwater Solutions Inc. 12021-B NE Airport Way, Portland, OR 97220 T:800.548.4667 ext. 114 F: 800.561.1271 reidvje,contech-cpi.com contechstormwater.com The information contained in this message may be privileged and confidential, and protected from disclosure. If the reader of this message is not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient,you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited.If you have received this communication in error,please notify us immediately by replying to the message and deleting it from your computer. Thank you CONTECH Stormwater Solutions Inc. 10/12/2006 B el OUTLET STUB (SEE NOTES 445) WEIR WALL 10" 6" . . •e . • .. 4. r OVERLAP .. : .. 117411,Pi gtroll ..... .. - .- [orri.r 1 - ,urr:•:rwgimie:r.,:•:,...,, -.-4.,. . •?-1' LiZT: ,i !"//,' ,./ \!, :fir MEI SCUM BAFFLE �REINFORCINGBARS 6" INLET STUB (OPTIONAL) (SEE NOTE 6) (SEE NOTES 445) • 3-CARTRIDGE CATCHBASIN - PLAN VIEW e 4"0 OPENING (TYP) INLET GRATE OUTLET STUB ACCESS COVER L (SEE NOTES 445) (TYP) F 2 1/2" 6 . ..» 1-_i' } \_.CONCRETE COLLAR (SEE NOTE 6) 1 IL 1 _ . ,� 74_ ' . /41k,o/ Lu r 1 1 'ITS 1 t 1 0 STORMFILTER CLEANOUT CARTRIDGE(TYP) ACCESS PLUG (SEE NOTE 2) ON WEIR WALL • UNDERDRAIN 2' 28" MANIFOLD r---- 3'-8" INSIDE T INSIDE INSIDE 8'-5" OUTSIDE 3-CARTRIDGE CATCHBASIN -SECTION VIEW A THE STOR5tormFRItM�AG U.S.PATENT No.5,322,62929, 1 No.5,707,527,No.6,027,639 No.6,649,048,No.5,624,576, C2006 CONTECH Stommater Solutions AND O PATE U.S.AND FOREIGN PATENTS PENDING A4 VTCALI® DRAWING i'�1r��i =ten DEEP STEEL CATCHBASIN STORMFILTER STORMWAIFR PLAN AND SECTION VIEWS 1 LT1011�5= �. STANDARD DETAIL.- 3 CARTRIDGE UNIT 1/3 contechstonmvater.co, DATE:11/01/05 I.SCALE:NONE I FILE NAME.CBSF3SD-DTL I DRAWN:MJW I CHECKED:ARG PERMANENT POOL ELEVATION 4"0 OPENING I ._ 1'-5 1/4• ' • VARIES 3'-3 5/8"MAX. al I 3'3 5/8" 5 i- : . • INLET STUB (OPTIONAL) 2' OUTLET STUB ' (SEE NOTES 4*5) INSIDE N (SEE NOTES 4*5) 2'-0 I/2" 2"0 OUTLET PIPE OUTSIDE FROM UNDERDRAIN 3-CARTRIDGE CATCHBASIN - SECTION VIEW B 2 LIFTING EYE o, �r (TYP OF 4) Cli lal 4'-9" i `i PERMANENT /f I POOL ELEVATION 1 _6Fir=MIME. I-" CARTRIDGE (TYF) SUPPORT .__L I 3-CARTRIDGE CATCHBASIN - SECTION VIEW ( C 2 THE STORM WATER MANAGEMENT StormFilter® U.S.PATENT No.5,322,629, No.5,707,527,No.6,027,639 No.6,649,O45,No.5,624,576, AND OTHER U.S.AND FOREIGN 02006 CONTECH Stonnwater Solutions PATENTS PENDING alk4WV*CAV® DEEP STEEL CATCHBASIN STORMFILTER DRAWING sror�nyNA SECTION VIEWS 2 Epp ` STANDARD DETAIL - 3 CARTRIDGE UNIT conteclutonnwater.COR1. DATE:11/01/05 I SCALE:NONE I FILE NAME:CBSF3SD-DTL I DRAWN:MJW I CHECKED:ARG GENERAL NOTES I)STORMFILTER BY CONTECH STORMWATER SOLUTIONS; PORTLAND, OR(800)548-4667;SCARBOROUGH, ME(877)907-8676; ELKRIDGE, MD(866)740-33I 8. 2)FILTERS TO BE SIPHON-ACTUATED AND SELF-CLEANING. 3)STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. 4)STORMFILTER REQUIRES 3.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5)CBSF EQUIPPED WITH 4 INCH(APPROXIMATE) LONG STUBS FOR INLET(IF APPUCABLE)AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6)FOR H-20 LOAD RATING,CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY(2)#4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7)ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 3—CARTRIDGE DEEP CATCHBASIN STORMFILTER DATA STRUCTURE ID XXX WATER QUALITY FLOW RATE(cfs) X.XX PEAK FLOW RATE(<I.8 cfs) X.XX . RETURN PERIOD OF PEAK FLOW(yr5) XXX CARTRIDGE FLOW RATE(I 5 OR 7.5 gpm) XX MEDIA TYPE(CSF, PERLITE, ZPG) XXXXX RIM ELEVATION XXX.X( PIPE DATA: I.E. DIAMETER INLET STUB )0(X.)0C X0(■ OUTLET STUB XXX.)0' XX" CONFIGURATION OUT LET LET 00I �10 0 � 00 INLET INLET SLOPED LID YES\NO SOLID COVER YES\NO NOTES/SPECIAL REQUIREMENTS: INLET GRATE NNACCESS COVER •' .......4 •— ••. •:**• **. " ,• :-. o _ oo .•._......... : ••• .**.�.�.�4 .��� i�i�i�i�isi�i� ,. 2'4 u ����.��.�.�� io, • ...�.�.�.•.�.�.�.•�. INSIDE RIM :a a. ... .• . +, .;) 2'-4" 2'-4" 4' INSIDE RIM INSIDE RIM INSIDE RIM 8'-9" THE STORMWATER MANAGEMENT OUTSIDE RIM 5tormfilter® U.S.PATENT No.5,322,629, 3-CARTRIDGE CATCHBASIN -TOP VIEW ® �•s,7o7,s27.No.6,027,639 No.6,647,527 No 5,627,639 4,576, AND OTHER U.S.AND FOREIGN 02006 CONTECH Stomlwater Solutions PATENTS PENDING i Ar ALI® DEEP STEEL CATCHBASIN STORMFILTER DRAWING I V/Villf`a �U^ TOP VIEW, NOTES AND DATA sroRnnvi►A 3 Sfll#i10NS_ STANDARD DETAIL - 3 CARTRIDGE UNIT 3/3 contechstormwateccorn - DATE:11/01/05 I SCALE:NONE I FILE NAMECBSF3SD-DTL I DRAWN:MJW I CHECKED:ARG Ste Development Associates,LLC 16322601he7 Way NE.6o1h6n,Wallnpton 96011 0flu:426A866533 fax:425466-6593 --- ---- ---- Appendix D Maintenance and Operations Manual TIR MAHAN FOUR UNIT ADDITION October 13, 2006 11II III Site Development Associates,LLC 18.377 EIIHe1 way NE;MINA Wasnington 98011 atice.425486.6598.Fe425.486.6593. --- OPERATION & MAINTENANCE MANUAL NO. 1 -CLOSED DETENTION SYSTEMS (VAULTS) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Storage Area Plugged Air Vents One-half of the cross section of a vent is blocked at Vents free of debris and any point with debris and sediment sediment Debris and Accumulated sediment depth exceeds 10%of the All sediment and debris Sediment diameter of the storage area for%length of storage removed from storage area. vault or any point depth exceeds 15%of diameter. Example:72-inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than%length of tank. Joints Between Any crack allowing material to be transported into All joint between tank/pipe Tank/Pipe Section facility sections are sealed Tank Pipe Bent Out Any part of tank/pipe is bent out of shape more than Tank/pipe repaired or replaced of Shape 10%of it's design shape to design. Manhole Cover Not in Place Cover is missing or only partially in place.Any open Manhole is closed. manhole requires maintenance. Locking Mechanism cannot be opened by one maintenance Mechanism opens with proper Mechanism Not person with proper tools.Bolts into frame have less tools. Working than%inch of thread(may not apply to self-locking lids.) Cover Difficult to One maintenance person cannot remove lid after Cover can be removed and Remove applying 80Ibs of lift Intent is to keep cover from reinstalled by one maintenance sealing off access to maintenance. person. Ladder Rungs King County Safety Office and/or maintenance person Ladder meets design standards Unsafe • judges that ladder is unsafe due to missing rungs, allows maintenance person safe misalignment,rust,or cracks, access. Catch Basins See"Catch Basins"Standards No.3 See"Catch Basins"Standards No.3 • TIR Appendix D- 1 MAHAN FOUR UNIT ADDITION October 13, 2006 ■® Site Development Associates,LLC 183228othel way ram;lotholf,Wathittgle41 9801..... NO.2-CONTROL STRUCTURE/FLOW RESTRICTOR Maintenance Defect Condition When Maintenance is Needed Results Expected Component Maintenance Performed General Trash and Debris Distance between debris build-up and bottom of All trash and debris removed. (Includes Sediment) orifice plate is less than 1-1/2 feet. Structural Damage Structure is not securely attached to manhole wall Structure securely attached to and outlet pipe structure should support at least wall and outlet pipe. 1,000 lbs of up or down pressure. Structure is not in upright position(allow up to Structure in correct position. 10%from plumb). Connections to outlet pipe are not watertight and Connections to outlet pipe are show signs of rust. water tight;structure repaired or replaced and works as designed. Any holes—other than designed holes—in the Structure has no holes other structure. than designed holes. Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one Gate moves up and down easily maintenance person. and is watertight. Chain leading to gate is missing or damaged. Chain is in place and works as designed. Gate is rusted over 50%of its surface area. Gate is repaired or replaced to meet design standards. Orifice Plate Damaged or Missing Control device is not working properly due to Plate is in place and works as missing,out of place,or bent orifice plate. designed. Obstructions Any trash,debris,sediment,or vegetation Plate is free of all obstructions blocking the plate. and works as designed. Overflow Pipe Obstructions Any trash or debris blocking(or having the Pipe is free of all obstructions potential of blocking)the overflow pipe. and works as designed. Manhole See"Closed Detention Systems"Standards No. 1 See"Closed Detention Systems' Standards No.1 Catch Basin See"Catch Basins"Standards No.3 See'Catch Basins"Standards No.3 TIR Appendix D -2 MAHAN FOUR UNIT ADDITION October 13, 2006 W Site Development Associates,t.IC 18371E ll1 1 W y NE.&Met waino-pnx,98O1 NO. 3-CATCH BASINS Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed General Trash&Debris Trash or debris of more than 1/2 cubic foot which is No Trash or debris located (Includes Sediment) located immediately in front of the catch basin immediately in front of catch opening or is blocking capacity of the basin by basin opening. more than 10% Trash or debris(in the basin)that exceeds 1/3 the No trash or debris in the catch depth from the bottom of basin to invert the lowest basin. pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking Inlet and outlet pipes free of more than 1/3 of its height trash or debris. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within the catch basin. gases(e.g.,methane). Deposits of garbage exceeding 1 cubic foot in No condition present which volume would attract or support the breeding of insects or rodents. Structure Damage to Corner of frame extends more than 3/4 inch past Frame is even with curb. Frame and/or Top Slab curb face into the street(If applicable). Top slab has holes larger than 2 square inches or Top slab is free of holes and cracks wider than 1/4 inch(intent is to make sure cracks. all material is running into basin). Frame not sitting flush on top slab,i.e.,separation Frame is sitting flush on top of more than 3/4 inch of the frame from the top slab. slab. Cracks in Basin Walls/ Cracks wider than 1/2 inch and longer than 3 feet, Basin replaced or repaired to Bottom any evidence of soil particles entering catch basin design standards. through cracks,or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot No cracks more than 1/4 inch at the joint of any inlet/outlet pipe or any evidence wide at the joint of inlet/outlet of soil particles entering catch basin through pipe. cracks. Sediment/ Basin has settled more than 1 inch or has rotated Basin replaced or repaired to Misalignment more than 2 inches out of alignment. design standards. • • TIR Appendix D-3 MAHAN FOUR UNIT ADDITION October 13, 2006 III ' Site Development associates.LLC 18322$ I Way NE:eaThel,Waihinvon veO11 Mar 425 486.6533 Fox:425 466 6593 ----------- NO. 3-CATCH BASINS (CONTINUED) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed Fire Hazard Presence of chemicals such as natural gas,oil and No flammable chemicals gasoline. present. Vegetation Vegetation growing across and blocking more than No vegetation blocking opening. 10%of the basin opening. to basin. Vegetation growing in inlet/outlet pipe joints that is No vegetation or root growth more than six inches tall and less than six inches present. apart. Pollution Nonflammable chemicals of more than 1/2 cubic foot No pollution present other than per three feet of basin length. surface film. Catch Basin Cover Cover Not in Place Cover is missing or only partially in place.Any open Catch basin cover is closed catch basin requires maintenance. Locking Mechanism Mechanism cannot be opened by on maintenance Mechanism opens with proper Not Working person with proper tools.Bolts into frame have less tools. than 1/2 inch of thread. Cover Difficult to One maintenance person cannot remove lid after Cover can be removed by one Remove applying 80 lbs.of lift;intent is keep cover from maintenance person. sealing off amess to maintenance. Ladder Ladder Rungs Ladder is unsafe due to missing rungs,misalignment, Ladder meets design standards Unsafe rust,cracks,or sharp edges. and allows maintenance person safe access. Metal Grates Grate with opening wider than 7/8 inch. Grate opening meets design (If Applicable) standards. Trash and Debris Trash and debris that is blocking more than 20%of Grate free of trash and debris. grate surface. Damaged or Grate missing or broken member(s)of the grate. Grate is in place and meets Missing. design standards. NO.4 DEBRIS BARRIERS (E.G.,TRASH RACKS) Maintenance Defect Condition When Maintenance is Needed Results Expected When Components Maintenance is Performed. General Trash and Debris Trash or debris that is plugging more than 20%of Barrier dear to receive capacity the openings in the barrier. flow. Metal Damaged/Missing Bars are bent out of shape more than 3 inches. Bars in place with no bends more Bars. than 3/4 inch. Bars are missing or entire barrier missing. Bars in place according to design. Bars are loose and rust is causing 50%deterioration Repair or replace barrier to to any part of barrier. design standards. TIR Appendix D-4 MAHAN FOUR UNIT ADDITION October 13, 2006 II II III Ste Development Associates;LIC 163 2b6m6I Rbr NE;6ollWeq.Wo ingKn 9891 Once'425-486.6533 Fax 425.4136.6593 NO. 5-ENERGY DISSIPATERS Maintenance Defect Conditions When Maintenance is Needed Results Expected When Components Maintenance is Performed. External: Rock Pad Missing or Moved Only one layer of rock exists above native soil in Replace rocks to design Rock area five square feet or larger,or any exposure of standards. native soil. Dispersion Trench Pipe Plugged with Accumulated sediment that exceeds 20%of the Pipe cleaned/flushed so that it Sediment design depth. matches design. Not Discharging Visual evidence of water discharging at Trench must be redesigned or Water Properly concentrated points along trench(normal condition rebuilt to standards. is a"sheet flow"of water along trench).Intent is to prevent erosion damage. Perforations Over 1/2 of perforations in pipe are plugged with Clean or replace perforated pipe. Plugged. debris and sediment. Water Flows Out Maintenance person observes water flowing out Facility must be rebuilt or Top of"Distributor" during any storm less than the design storm or its redesigned to standards. Catch Basin. causing or appears likely to cause damage. Receiving Area Water in receiving area is causing or has potential No danger of landslides. Over-Saturated of causing landslide problems. Internal: Manhole/Chamber Worn or Damaged Structure dissipating flow deteriorates to 1/2 or Replace structure to design Post.Baffles,Side of original size or any concentrated worn spot standards. Chamber exceeding one square foot which would make structure unsound. Other Defects See"Catch Basins"Standard No.3 See"Catch Basins"Standard No. 3 } TIR Appendix D- 5 MAHAN FOUR UNIT ADDITION October 13, 2006 111111111 Site Development Associates,LLC 15322 Wa/NE;-RANK Waa :gin 98Ol Off ss:S.6.esia kw4zt.tss.assa. NO.6-FENCING Maintenance Defect Conditions When Maintenance is Needed Results Expected When Components Maintenance is Performed General Missing or Broken Any defect in the fence that permits easy entry to Parts in place to provide adequate Parts a facility. security. Erosion Erosion more than 4 inches high and 12-18 No opening under the fence that inches wide permitting an opening under a exceeds 4 inches in height. fence. Wire Fences Damaged Parts Post out of plumb more than 6 inches. Post plumb to within 1-1/2 inches. Top rails bent more than 6 inches. Top rail free of bends greater than 1 inch. Any part of fence(including post,top rails,and Fence is aligned and meets design fabric)more than 1 foot out of design alignment. standards. Missing or loose tension wire. Tension wire in place and holding fabric. Missing or loose barbed wire that Is sagging Barbed wire in place with less than more than 2-1/2 inches between posts. 3/4 inch sag between post. Extension arm missing,broken,or bent out of Extension arm in place with no shape more than 1 1/2 inches. bends larger than 3/4 inch. Deteriorated Paint or Part or parts that have a rusting or scaling Structurally adequate posts or Protective Coating condition that has affected structural adequacy. parts with a uniform protective Coating. Openings in Fabric Openings in fabric are such that an 8-inch- No openings in fabric. diameter ball could fit through. NO. 7-GATES Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed General Damaged or Missing Missing gate or locking devices. Gates and Locking devices in Members place. Broken or missing hinges such that gate cannot Hinges intact and lubed.Gate is be easily opened and dosed by a maintenance working freely. person. Gate is out of plumb more than 6 inches and Gate is aligned and vertical more than 1 foot out of design alignment. Missing stretcher bar,stretcher bands,and ties. Stretcher bar,bands and ties in place. Openings in Fabric See"Fendng"Standard No.6 See"Fendng"Standard No.6 TIR Appendix D - 6 MAHAN FOUR UNIT ADDITION October 13, 2006 III Site Development Associates,LLC 8322/allies Way NE: Washington?8O1I Oft 425466.653 Fox 425486.6593 ----- NO. 8-CONVEYANCE SYSTEMS (PIPES&DITCHES) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Maintenance Is Performed Pipes Sediment&Debris Accumulated sediment that exceeds 20%of the Pipe cleaned of all sediment and diameter of the pipe. debris. Vegetation Vegetation that reduces free movement of water All vegetation removed so water through pipes. flows freely through pipes. Damaged Protective coating is damaged;rust is causing Pipe repaired or replaced. more than 50%deterioration to any part of pipe. Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20%. Open Ditches Trash&Debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cleared from square feet of ditch and slopes. ditches. Sediment Accumulated sediment that exceeds 20%of the Ditch cleaned/flushed of all design depth. sediment and debris so that it matches design. Vegetation Vegetation that reduces free movement of water Water flows freely through through ditches. ditches. Rock Lining Out of Place Maintenance person can see native soil beneath Replace rocks to design or Missing(If the rock lining. standards. Applicable). Catch Basins See"Catch Basins:Standard No.3 See"Catch Basins"Standard No.3 Debris Barriers See"Debris Barriers"Standard No.4 See"Debris Barriers"Standard (e.g.,Trash Rack) No.4 NO. 9-GROUNDS (LANDSCAPING) Maintenance Defect Conditions When Maintenance is Needed Results Ex Component petted When Maintenance is Performed General Weeds Weeds growing in more than 20%of the landscaped Weeds present in less than 5% (Nonpoisonous) area(trees and shrubs only). of the landscaped area. Safety Hazard Any presence of poison ivy or other poisonous No poisonous vegetation vegetation. present in landscaped area. Trash or Litter Paper,cans,bottles,totaling more than 1 cubic foot Area clear of litter. within a landscaped area(trees and shrubs only)of 1,000 square feet. Trees and Shrubs Damaged 9 Limbs or parts of trees or shrubs that are split or Trees and shrubs with less than broken which affect more than 25%of the total 5%of total foliage with split or foliage of the tree or shrub. broken limbs. Trees or shrubs that have been blown down or Tree or shrub in place free of knocked over. injury. Trees or shrubs which are not adequately supported Tree or shrub in place and or are leaning over,causing exposure of the roots. adequately supported;remove any dead or diseased trees. TIR Appendix D - 7 MAHAN FOUR UNIT ADDITION October 13, 2006 1111 _ Site Development Associates,LLC 18322 838184 Way NE,3ONdl WWdlplor1 98011_ OfIce:435.486 ssas fox saseab ews NO. 10-ACCESS ROADS/EASEMENTS Maintenance Defect Condition When Maintenance Is Needed Results Expected petted When Maintenance is Performed General Trash and Debris Trash and debris exceeds 1 cubic foot per 1,000 Roadway free of debris which square feet i.e.,trash and debris would fill up could damage tires. one standards size garbage can. Blocked Roadway Debris which could damage vehicle tires(glass Roadway free of debris which or metal). could damage tires. Any obstruction which reduces clearance above Roadway overhead dear to 14 feet road surface to less than 14 feet. high. Any obstruction restricting the amPc.s to a 10 to Obstruction removed to allow at 12 foot width for a distance of more than 12 feet least a 12 foot access. or any point restricting access to less than a 10 foot width. Road Surface Settlement,Potholes, When any surface defect exceeds 6 inches in Road surface uniformly smooth Mush Spots,Ruts depth and 6 square feet in area.In general,any with no evidence of settlement, surface defect which hinders or prevents potholes,mush spots,or ruts. maintenance access. Vegetation in Road Weeds growing in the road surface that are more Road surface free of weeds taller Surface than 6 inches tall and less than 6 inches tall and than 2 inches. less than 6 inches apart within a 400-square foot area. Modular Grid Build-up of sediment mildly contaminated with Removal of sediment and disposal Pavement petroleum hydrocarbons. in keeping with Health Department recommendations for mildly contaminated soils or catch basin sediments. Shoulders and Erosion Damage Erosion within 1 foot of the roadway more than 8 Shoulder free of erosion and Ditches inches wide and 6 inches deep. matching the surrounding road. Weeds and Brush Weeds and brush exceed 18 inches in height or Weeds and brush cut to 2 inches in hinder maintenance access. height or cleared in such a way as to allow maintenance access. TIR Appendix D- 8 MAHAN FOUR UNIT ADDITION October 13, 2006 } al M Site Development Associates,LLC 16322 0.1111e1 Way✓E;Whet!, 9801 Office:425 465 6539 Fax 42S.466.ail NO. 11 —WATER QUALITY FACILITIES—BIOFILTRATION SWALE Maintenance Defect or Problem Condition When Maintenance is Recommended Maintenance to Correct Component Needed Problem Biofiltration swale Sediment Accumulation Sediment depth exceeds 2-inches Remove sediment deposits on grass on Grass treatment area of the bio-swale. When finished,swale should be level from side to side and drain freely toward outlet. There should be no areas of standing water once inflow has ceased. Standing water When water stands in the swale Any of the following may apply: remove between storms and does not drain sediment or trash blockages,improve grade freely. from head to foot of swale,remove clogged check dams,add underdrains or convert to a wet biofiltration swale. Flow spreader Flow spreader uneven or clogged so Level the spreader and dean so that flows that flows are not uniformly distributed are spread evenly over entire wale width. through entire swale width. Constant baseflow When small quantities of water Add a low-flow pea-gravel drain the length continually flow through the swale,even of the swale or by-pass the baseflow around when it has been dry for weeks,and an the swale. eroded,muddy channel has formed in the swale bottom. Poor vegetation When grass is sparse or bare or eroded Determine why grass growth is poor and coverage patches occur in more than 10%of the correct that condition. Re-plant with plugs swale bottom, of grass from the upper slope:plant in the swale bottom at 8-inch intervals. Or reseed into loosened,fertile soil. Vegetation When the grass becomes excessively Mow vegetation or remove nuisance tall(greater than 10-inches);when vegetation so that flow not impeded.Grass nuisance weeds and other vegetation should be mowed to a height of 3 to 4 starts to take over. inches. Remove grass clippings. Excessive shading Grass growth is poor because sunlight If possible,trim back over-hanging limbs, does not reach swale. remove brushy vegetation on adjacent slopes. Inlet Outlet Inlet/outlet areas dogged with Remove material so that there is no sediment and/or debris. dogging or blockage in the inlet and outlet area. Trash and Debris Trash and debris accumulated in the Remove trash and debris from bioswale. Accumulation bio-swale. Erosion/Scouring Eroded or scoured swale bottom due to For ruts or bare areas less than 12 inches flow channelization,or higher flows. wide,repair the damaged area by filling with crushed gravel. The grass will creep in over the rock in time. If bare areas are large, generally greater than 12 inches wide,the swale should be re-graded and re-seeded. For smaller bare areas,overseed when bare spots are evident,or take plugs of grass from the upper slope and plant in the swale bottom at 8-inch intervals. • TIR 9 MAHAN FOUR UNIT ADDITION O Appendix©- October 13, 2006 Water Quality Basins _. 4#Land Use Summary • • • Lrt PREDEV.pks Flow Frequency Analysis Time Series File:predev.tsf Project Location:sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.081 4 2/09/01 2:00 0.170 1 100.00 0.990 0.056 7 1/05/02 16:00 0.098 2 25.00 0.960 0.098 2 2/27/03 7:00 0.086 3 10.00 0.900 0.049 8 8/26/04 2:00 0.081 4 5.00 0.800 0.060 6 10/28/04 16:00 0.079 5 3.00 0.667 0.086 3 1/18/06 16:00 0.060 6 2.00 0.500 0.079 5 11/24/06 3:00 0.056 7 1.30 0.231 0.170 .1 1/09/08 6:00 0.049 8 1.10 0.091 Computed Peaks 0.146 50.00 0.980 Page 1 dev.pks Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.132 6 2/09/01 2:00 0.269 1 100.00 0.990 0.106 8 1/05/02 16:00 0.164 2 25.00 0.960 0.159 3 2/27/03 7:00 0.159 3 10.00 0.900 0.113 7 8/26/04 2:00 0.140 4 5.00 0.800 0.137 5 10/28/04 16:00 0.137 5 3.00 0.667 0.140 4 1/18/06 16:00 0.132 6 2.00 0.500 0.164 2 10/26/06 0:00 0.113 7 1.30 0.231 0.269 1 1/09/08 6:00 0.106 8 1.10 0.091 Computed Peaks 0.234 50.00 0.980 i Page 1 2. CONVEYANCE CALCULATIONS h Site Development Associates, LLC 18322 Bothell Way NE;Bothell,Washington 98011 Office:425.486.6533 Fax:425.48,6.6593 MAHAN FOUR UNIT ADDITION Storm Water Conveyance Calculations Criteria: The storm water conveyance system has been sized to convey the 25-year, 24 hour storm water event. The rational method was used for analysis utilizing StormCAD software. The software uses the standard step backwater method for this analysis. Scenario: Base • • u) ILI LARKS > FOUND BRASSY < ,N12 PUNCH MARKS DOWN 12 i (3.30-01) I- /I x ...< x r. X -ct- 0 CV /0229 -147 14... ,0 ., 7., S 89%%d 1333"E 1146.33 MEAS. WA22aV/ • .--Pr 892.0<1:\ / . ___.._.=4,. ., z"----41-4---.--P-7-1 13 to•yor>f).-I3L-T-:T:_a -...__. ___.FQ.UND REBAR AND CAP ___..e.„... . i , .„:.. -.• . . ‘., 'Is _. 111411irisime444 . - '..- .° .i . f i TO'BE GO.; \ 1 10108 ----,,,a „ f.,, I 1 i _ ----,— .._ •---,,p;tv, . —,...„• ,— 4.4 4 1 17= `4 • I,J,, r L.4.01,14 rtf____ ./). .; 13.00 STRIP ) 1 ITO BE DEDICATED fit 1 .IJ4'11 !t.4.---,---8i--- i I ITO CITY OF FEDERA L - • • I 1 HI.11 ' :.1 1 :--I- .: !WAY 330 SD FT. ; I . , I i i 1 i 1.: .I. CURBED kv-,:.. . .•,. lil . ! *IT:.,..!.! AREA i . I :-.L.:.27'1';•.:..: : -:- .3%_7- 2 3 4 , • •,, 11!!\ b 11 15'DRAINAGE i .i vi , I BLDG 1 1 ; N .•• .•EASEMENT .-..i . UNITS 1-4 1 \ I I EXISTING 4 FLEX PER KCSP q I I 1 i \l'. .••• 8110190295 c74 .• 01 ,r- ,,_--- i\ 1 .: •.• I \ 1111ri \ .• .• 1 i I , -': FOUND REBAR AND CAP I ;I. i ; 44 ..,-,„.—! a i - I LS 8 10708. • %15/0 1 •ilii...t7 1111.11 ,,-- 0.06 W i - . , y d i' co 0-) I(') Iir4111.11:-- •. ,- ! c c i : ,7.: .. r -, v w W 7,11; I: a ' - i I cc to / 11 I ,- 1. / •••Q / . . . I a•,t '... , . *.... -.<- 1 o , ;0 ' : 411 /,—..:7s„ ,. / ,..„ ; / POWER BOX : 0 0)-.V.9".7.4i-13.3 -370 L.--;In .• ; 11 FOUND REBAR AND CAP 1 / SMASHED '.. .P 1 _ .10'pEWER EASEMENT ;REDOR DING NO. 0,15 N AND 0.02 W 13581140305 BSB L . ;• 1 . \ I • PER KCSP . : ';'., :ASE MON 8110190295 i ASS CAP IN CONC i \ <'''' 90) ' ‘ 4 f 1 S.336TH ST. , , \ ' I •• -- \ . • • _ . j• S 89%%d1333 V,E 1146.20 PLAT : . _ S 89%%d131 7"E 1146.30 MEAS. ' CASED MON (6-14-00) i ..: i ..' . . . . . , . . . , . ,. • • • , . 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WATER QUALITY CALCULATIONS sue, - III-qo' Fnw= T LE- (tiv‘i0f"/cis /7.c g..` 7 \iv/L-12.e GI'Te z 60d1 CZ'Y -) 10 O.o7ZcFS Basin 1 k 4 Pervious Area 0.31 Acre Impervious Area 0.38 Acre Total Area 0.69 Acre 0.38 Acres Impervious 0.31 Acres Pervious //////�. Developed Basins Q Land Use Summary r , E ' II j j J �_._ dam, • I -g Predeveloped Basins Q Land Use Summary I<lEi� ,.. "Ta ' c 'k . r!}'#Y�x.v 'rod �`a 11 !i n E 1 ':,r e I ; qg'v„add .+} tw ,� a'. : 4712' tat'44',ViA01.14, i,i r ' �€-,„ �„ yam r T' .F u 0 `2I.aCres'''':',.,"A.';, ,tom �, V r Ca } ` 16 e,f ' I Red+ucei1 4\; predev r 1EiiK} fo Yrevious Henu 111� Site Development Associates,LLC 183718o1nel Way NE;loth ll.Washington 913011 ORre:425 4864533 fox.425 486 6593 • Appendix C Calculations 1. KCRTS Calculations 2. Conveyance Calculations 3. Water Quality Calculations TIR MAHAN FOUR UNIT ADDITION October 13, 2006 7 . KCRTS CALCULATIONS 4P4 SCALE: I ' 1°/ . � Basin 1 PaZPerv.31iousAcre Area • 0 Impervious Area 0.43 Acre Total Area 0.74 Acre 0.43 Acres Impervious 0.31 Acres Pervious rl 4 V A 11IS L t.f •• Yli • • rx- • k, zr #. t y :•Ft t t Rt xd &.`� Key pg, . ," +'• Yy 7 t }} pia. S. i f k .c z t •.4 .Y r � � `q't ,t • � �- t < to �r5 �� e� t ^t.! tr +. 4\r y,7r r,a /�y1�-./ I: �r ff. :t • • ,i tt`^Ci :s cat £C,. �` _ �s{ ` j4' ♦.•f.:". .• r9. F.. ,,,� o,*s • • "..r it` ay�* ?. f F 2 A F ,tit/. , {rt:^-,S.,'s • i. ,tt _"-k .s`*st.Yk47: : "b , t r Photo A— Looking North at West Branch of East Fork Hylebos Creek from S 333�d St. �� r a 1. o yam _ r R1 s • S /f fir' _ Q i i dt !`t 4-,,,,,1":1_ ! 1 ;-- . . .• .. ; • - €l i, . + r M....S F.., ,„ .... . . . y(I.*•$ .410°1' '''7,4'4.. " .....".., : ''''' , ., ' . .p,„-i•'.•,,.,,,t,i.„ria.l«p.' $ .,,1 f1 i,.4 , 4 k t i.1'-.-..••-1,•' ,•.,,•,1,.-i 4,t..S4.,, t'..-r,,.....,.. ,,, '..-. • ! 4. t / P ..... ... -" •. , t :i t Y;•••t .,` i ,.•.,• •ti : ,.....r, ,,, . ,. . .., ., .... ..:, . . .': _1 ;Lis„,....rir ., V - 1 3 d'F?E � .:'s O -..A. '"ram*S" '� �Mt,- ,,, fi.{ r rn -i, , ..„.. . Photo B — Inlets with trash rack to two 2�'4-inch CMP culverts at S 333rd St Site Photographs - March 10, 2005 A • . Photo C—West along S. 333w Street from Site Location. • .r5 s L 9 }i t r / a''•X `'.* ` is } 1( f t }K. GAP i,, ,l.{ F) ik ,r"� 1 '�'. k ri. ; .. 3Tt 49xy #°^J"- .;:t: 1w44•te i.@wfk r'S: -1:: *, s S 1 k+1 4°.j _.k ^4-'.&. y :.'` 3r1" Sr•N1 Cy ,. 3' Fryl Y .i. Y'.. 2 ) i : .f {s s3rX5 . T( �tq���� N.c+'4'{ `�1E $' k ,} '&S"'3< r h,' ,_�tt��.9 0t,- :Fd 1y.{":{ems"";:.-vub 4� ei + ` �, -rt, •4 $ ® �'/ Photo D —Catch basin inlet at north end of site. 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DOWNSTREAM ANALYSIS BASIN MAP Site Development Associates,LLC 1837280M M nay NE,BothefL Washk+9fon 9801- OR.u:425.486,6533 Fox:423 486 6593 Appendix B Downstream Analysis 1. Downstream Analysis Basin Map 2. Drainage System Table 3. Drainage Photograph Key Map 4. Drainage Photographs TIR MAHAN FOUR UNIT ADDITION October 13, 2006 49dr1k. M;ASvf N Crc 1 * LY °reef Mrht i F _ ^-�k SNOHOMISH COUNTY u H &r C h 4„.4. L,1 C -k Z �,yCnck \ \._N.sy„ -�mx E Y�'M1"V"1M1"�_ / ➢.,cr Crook Boor Creek �- f .� Basin Piart ° t V`r�S 's•` 4s Srrogwknie 8N, (-� G•ck J : ,.. a Srvo Hnrrn } Gnf A. 3V.st "•... Evans �k�,. +.a. W J•..,o, _. 7 OMIT sLtf L / i ✓L+rw h yQ l' 1 1 < t a r.<k 1 Eost �I - rnAr 4oke r N+.1 a Sammam}sh'+,,, } ,r Bonn Plan s. � lvart rork G«d Zn J"'�'o ! wa . �F amn Y G , i �/ ,,...4.\\ �` c mk D u msn \ ec , Basin Port n �;. _ 1 s s,o M,y. Issaquah Creek a✓ ,• •;.'4 ' 'CMa.., \L �..,t v OMk�ssg Baste)Plan h, f ..ta m tr o� ,� � � XY f .. �i A laws- � Aogvg gx ``' :, r `s" wesr a'� Aim aYRi 'k s ."P r r R ar 6,xY Csdor t :erh F. - 4t a, 1; ,7 ' ) R 5 eLer C ,o�+ - Sash •k lurid 11.u+er 6. 5•x,. f+«r V. C.rek L�sMa :N .J.,A/ �.� � �. x� I „e , a. � r ishrd t `s Creek j"i Cedar Plan° ,,,,a r s' 4 r j `' .a �.. eree4 ,, ' Basin Plan „ i,. , ds-w c SoasCreek ..s.�'. e' r •-r _ m' v se . 5u<nrt cz k t.1. Sown Plan/ ,m..r % h'. ' °4k } r.- Arver d r/I s k 'a r 8 - a ' � °Low ./�`x� \�,� xY *� + ri4 ; 4 4 Tx ��a-z - f8@ % otsr �' \.\\ A Pnr •,3 ive a« , t 5 ? r-'- e ,.i'. "1�, e 'F c .,. t i w.1 fir'. - a S � 1 - 1, .r: • atiddk 0� xi : ?P40 Rises -- -. /,--t��...w••' -7 �:' PIERCE ACE COUNTY C.c.k J Kin3r Cot-in jjjfff Ne ckrm , C ek Flow Control �� Applications Map .' � ® Basin Boundary(thicker line designates ,', areas with published Basin Plans) Basic Flow Control Areas „ --•--- Urban Growth Area Boundary111.1.® Conservation Flow Control Areas Major Receiving Waters Incorporated Area Flood Problem Flow Control Areas See Core Requirement Number 3 (Allen Inks,Inks Desire, Direct Discharge Cri lerio Mystic Inks,and Panther lake) Forest Production Zone Area CedorR er �. ali.2S hss/s,shRiverP 4das Nosh,Soerh. .d.Whie/5...k RharnR Midrib 4.Soo.N.5kykomisk R""' e.inks Sound 5.Toll Geer 9 Lake Washingron 6.Green/Duwamish River 10.lake Sammamtah King County bekrv.•RM 6 and oboe SR 1 e Department of Natural Resources and Parks Water and Land Resources Division 0 2 4 Miles An inturoctive version of this mop is avoilable on the k_ �= 1 ,^ � Stonnvvter Map Set,King Co J.1a m o"a"b"ny' p�..e..,:...��.....4r....,'�'"`•"• hnp_//.merrokc.go/gis/mapportol/ih1A➢mam.hm, ^'� w;:•+ a- „-.c.,�.,...�,,,.,•e.+w u�a uv u. Mddt M,AErf Yayv! Ly trnmy —mud, we v r SNO OMISH COUNTY 4- „, ,,,,,., S.n" t c,ly k ra Curb A,r. r .r..- o rsKk \\_,J# ...1 �... CA,ry V I .. , ++(�} s Ge A ` ,,,....,..,..., ?Inma fcr M ,.,.. Fe.,+ ¢g� ,,... m,h.; . \,„ cr-k bear Creek �'? Basin Plan �,d eSe 3., rot S.,rd fo•Be, ,, 4, B r..,,, rm a: Curb t J c .:k a lake _ j' ( i, \asfi. k.+ l �ivo..14"/ '9'' at.- ti Xalfey '5 -Irtt • East '�. ,fa t.,td c,,c''''' ,,v tot -, Gs:k r,, Fsemmami.? �a...»o ,. Basin Plan ' tom,_ i 1 5�-�Ih .tr E H £ ��jj ter`,,; E.: o,..e, y .,. JJJ s 4•a- , ''.....• E al s-k e C.zd y-fj R 5 J `/ ; lqz. i•We ka:m Ea ;• Y r�' 4''' .3 !1 t k /l lam`—t -_.z '`., °kv..• ",_.,.•.,,� tsar,,,,. ; x y''—.�",�� "' sarm-, ne,.,r,:::, `� `�� May Creek"'sa ._. th. s sa. ` it:,„...,, a..r.•r' C c�,l Rrv, t� `„ c Basin Plan s•.,,,.) o z \ @ ,. ti .f Issaquah f a..'-' :,^' -. I,. o Bo s qua Creek h �,,e, ^ ae`m Basin Plan '•y ,t r.<. g ,C a :u� s �y hag,5. i• t le '-�.,,,,,. <wrn F,•+ Judd fos• 'Th-^�� L 77 ^-c� . R,, le. ty:,r 0 '. IL S ', L. h t` '�(ia� Cedar River�J, r,..' -a �m>' `))).knJ�nsry Basin Plan lit'-3 .a '., ' }Cn•e-k � w'uma...o �` j) ? 3-. i° Spas Creek ('` i 4 �''`E...,q: CRiver eau y 3 la. �jC Rosin Plan / s ' \ ? (f a Green a V ,�i � , "` ..r, s &i er 'y: Cteiu:n. - .i,. - Meld. /...�7 jaw Reran _ C k 1 Lower Pug so nd� r<,d � � , ,,.r. R to : of } "`Z' v, L ``"'."�� qy C..a ....L..',.i r51n Meddle King GOGLN{ Y PIERCE COUNTY teak mo s Water Quality 3rrg- ;� �... Applications Map _- � ,.;aafiet re,v k Basin Boundary{thicker line designates _ areas with published Basin Plans Basic Water Quality Treatment Areas' ® Lake Management Plan Boundary MI SensitiveLake Treatment Areas' Sensitive Lakes: --•— Beaver Lakelper/Adopted Management Plan — Urban Growth Area Boundary with more protective WQ goals) Cottage Lake ISIdentified Sphagnum Bog Wetlands Incorporated Area Lake Desire Unincorporated King count'outside the Forest Production Zone Lake Garrett!Lake Hicks) Loke Sammomish North County East County Souls County Forest Production Zone Area Lake Sawyer Ames Lake 4 East Lake Sammamish 21,34,58 Covington Creek 12 Shadow Lake Big Bear Creek 23,53 }East Lake Sammamish 26,30 ICovirgton Creek 8 tOg Boor Creek 3,19,32,44,45,52 Issaquah Creek 18 East Voshon 3 • Evans Creek 27,39,51 a,b tjenkins Creek 27,66 Middle Green River 19 Enhanced Basic Water Quality tEvans Creek 6,21,23 Lower Cedar Ken 14.83 tSoos Creek 2 O King County Treatment Areas G R'"Creek 2 Cedarawe,eer River IS,16,28,33 wegvashan e,to High density single family,malli-family,commercial, Tot Rive`4 Ponenon Creek 17,18,24 flak,are subject kRiver 6 Raging Reer 2 and industrial uses,as well os most roods Department of Natural Resources and Parks I Note:BBC 53 is nansnorwt waging Ri.2ri Water and Land Resources Division to Enhanced Basic water Quality Treatment ae..»en a a^m bo Requirements.See the Manual For more specific criteria cord o poo•en g 0 2 4 Miles An interactive version of this map is vailable on the i bog ca,nn.mity appears a be limited to pan of wetland ��oer s emse.zoos Stornlwvter Mop Set,King County Mop at hnp://www.metrokc.go igis/mapportal/1MA7_m n.htm a,rs.u'-r,a Pogy1 k yenSwomp +,,,•,0 F ..r SNONOMISN COUNTY ( N souk oak No c k ( "�talc 1L✓�>f.. c k i \ 4- ..... 1 ( bJ f T o,,,, Ep,r. ` Z e•.:k Yyy let` p�,m.. Bear Creek Z '^�v ~' \ v.,e rs'Oi cam:/ i Basin Plan TS ir �< G»x� J DI ^a. { ‘\-'Atr'"k E �./'` '� \ ` s_� t' _ .. ) htk.;+F I.,,„ t.A } �j,`i..C ..ice; 21 .:w L� t f`•- ,. Z) e ) t \ 1 n East v s 1 ,3\�/ r Basin Plan Pure <., to ., ii>•i«t`, W.Po;hinglop ltrr„9 •y � •F ''",yY C n / A''+,� l ,cs r, rn9 Ma Creek.`:, xy r ... .:. .,..s 6es n Plan w ' r r' i—`� p. Y Q't°y 4"i9h'w ID O,.wa-+ii :.s i,l: :" Issaquah Creek `\ \ \_"x i ,`, Basin Plan f Cesk ° b i ,,. . K . r (j r.DAo,ro Rn c �.,- - z � G..,.b...wc 1_s 1 ,i .ovn< ^� y 34., ca ) ,1 l� Ec'n s � Km 4. h { sow 1 *'� -A? 9 d$ • a o +. Psa`Pxif< 4-'r£ � . c .a c .^ S t 8osinCPlan reek 4�Y ` • `e / ,,' R„' F Cet*e ( � "' 9 e Co 4 �„q <r `\�'Hylebos Cr GM J trt Y, v � �....,, \I ^ • nor v t e t i jBo ts °?dwcry a r be: on s tip;,. PIERCE COUNTY j� i { C' j KLN9 GOUN�/ ✓J , ��� 4 1 - Landslide Hazard �" tDraina a Areas Ma ili Basin Boundary(thicker line designates areas with published Basin Plans) landslide Hazard Area 4 —•—•— Urban Growth Area Boundary Landslide Hazard Drainage Th.bwMa�«d�,°Ied.Ld.hez.nd dr.�.vg.a.w,d;,pbyed rn M, Incorporated Area epproi''''''w,.r nn,;Mbd'b ,,,.i ,e.... a;ter.«Le.dr°�.....�n.e..la sed°ee,d,°a«wl,... n«'....,acwrb«.v.n vfiMn YI«.apd°n A�,mop i,. .thy.,Iw Unincorporated Area .^.Trans,Me vd.�wwdiiim„haYgown.Th..rr;,,.°.°y,;,,,» P th.n..,A,n,ate .. .,.i,T°;«an. bndn�d•hazed hnnld.n..n.I,j.cn ovnrdn d Y,.lad,l.e pn l. 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'I s:s :4: a4 i v g�. ;se � T 4 .d '' `oy'b,�. q„d-A -ar_i"a, :`_",,_,41 `St',. 4��yi �' , y,� }- 1`�4 ifilit_ g-, r t `gi'"`_ at s. 4 "t' a t ._ i`T q' t;. g a # �'u. �2 1;i'a�;ry ...z, r ;..._ ., � '# cS t^r "�. s-t c13t :.:s .fit , ; c ` - a.' .,..�_,: '. 4ti_ Sa.. �, s:�x �>�-. .,",�°• � ,�., _ hL_ E...+�.�_��.n4 �s;,b}i�__._ a�a1.3...#�. .r+":. © CHICAGO TI1 INSURANCE COMPANY 701 FIFTH AVENUE,#3400,SEATTLE,WA 98104 PHONE: (206)628-5623 FAX: (206)628-5657 RECEIVED ORDER NO: 001164806 YOUR NO: S.333RD ST.,F.W. SEP Q 2 2005 UNIT NO: 10 LOAN NO: CITY OF FEDERAL WAY BUILDING DEPT. SUPPLEMENTAL COMMITMENT w ORDER REFERENCE INFORMATION SUPPLEMENTAL NUMBER: 1 SELLER: PURCHASER/BORROWER: GUY MAHAN AND SUSAN M. MAHAN PROPERTY ADDRESS: 2237 SOUTH 333RD STREET FEDERAL WAY, WASHINGTON 98003 Our Title Commitment dated 05/13/05 at 8:00 A.M. is supplemented as follows: x THERE HAS BEEN NO CHANGE IN THIS COMMITMENT SINCE MAY 13, 2005. - AUGUST 11, 2005 AUTHORIZED BY: MIKE HARRIS SUPPLCOM/RDA/0999 CHICAGO TITLE INSURANCE COMPA. 3400 COLUMBIA CENTER, 701 5TH AVE SEATTLE, WA 98104 Order No.: 1164806 SHORT PLAT CERTIFICATE 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 KING 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 KING County,to-wit: SEE SCHEDULE A(NEXT PAGE) VESTED IN: GUY MAHAN, WHO ALSO APPEARS OF RECORD AS GUY A. MAHAN, AND SUSAN M. MAHAN, HUSBAND AND WIFE EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200 . 00 TAX: $ 17 .20 Records examined to May ] 2005 at 8 : 0'0 A.M. CI IIC:\(;o"Il"Il_I:I.sL RA CE(:O\7P.A\\ By HARRIS/EISENBREY Title Officer (206) 628-5623 SHPLA-I A/12-5-90/EK CHICAGO TITLE INSURANCE COMP A Order No.: 1164806 SHORT PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION LOT 2, KING COUNTY SHORT PLAT NUMBER 280049 REVISION, RECORDED UNDER RECORDING NUMBER 8110190295, IN KING COUNTY, WASHINGTON, SAID SHORT PLAT BEING A REVISON OF SHORT PLAT RECORDED UNDER RECORDING NUMBER 8009090741, IN KING COUNTY, WASHINGTON. • ('11l(':\(,() 11111 I\Sl;IL\\('I ( O\IN:\\1 CHICAGO TITLE INSURANCE COMPANY Order No.: 1164806 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. I. 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($1O(IO.00). sI-{NAM'03 tMa;sue ( I II(';AGO I II II'IVtil It\N( I:(O\lI.A.Nl 'HICAGO TITLE INSURANCE COMPA' Order No.: 1164806 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS A 1. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE SHORT PLAT RECORDED UNDER RECORDING NUMBER 8110190295. SAID SHORT PLAT IS A REVISION OF SHORT PLAT RECORDED UNDER RECORDING NUMBER 8009090741 s 2 . COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF STATE PLAT IN SN 16-21-04E, VOLUME 41 OF PLATS, PAGE 30. c 3 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: KING COUNTY WATER DISTRICT NO. 124 PURPOSE: WATER MAINS AREA AFFECTED: THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. RECORDED: SEPTEMBER 19, 1980 RECORDING NUMBER: 8009190898 D 4 . UNDERGROUND UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE : PUGET SOUND POWER & LIGHT COMPANY, A WASHINGTON CORPORATION PURPOSE: UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM AREA AFFECTED: AS CONSTRUCTED RECORDED: MARCH 14, 1983 RECORDING NUMBER: 8303140382 'CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT R OTHER AETIVITIES WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. s = . EASEMENT AND THE TERMS AND ONCITI NS THEREOF: GRANTEE : CABLE TV PUGET SOUND, INC. , A WAASHINGTON CORPORATION PURPOSE : CABLE FACILITIES AREA AFFECTED: THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. CHIC:A(i()"I I'I I.I. I\SL RAM]:(Y)\IP:A\Y ^_,HICAGO TITLE INSURANCE COMP"' Order No.: 1164806 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS RECORDED: DECEMBER 10, 1984 RECORDING NUMBER: 8412100552 F 6 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: LAKEHAVEN SEWER DISTRICT, A MUNICIPAL CORPORATION PURPOSE: SEWER MAINS AREA AFFECTED: SYSTEM PORTION OF SAID PREMISES RECORDED: MARCH 14, 1985 RECORDING NUMBER: 8503140305 c 7. RESTRICTIONS CONTAINED IN INSTRUMENT, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW: RECORDED: JULY 30, 1952 RECORDING NUMBER: 4258428 AS FOLLOWS: ACCORDING TO KING COUNTY RESOLUTION NUMBER 6496 AND SUBSEQUENT AMENDMENTS THERETO, THE ABOVE DESCRIBED TRACT HAS BEEN ZONED AS S-1 (SUBURBAN) USE AND NO TRACT OR PORTION THEREOF SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN 6000 SQUARE FEET AND LESS THAN 50 FEET IN WIDTH AT THE FRONT BUILDING LINE. x EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED FROM THE STATE OF W_ASHINGTON, WHEREBY THE GRANTOR EXCEPTS AND RESERVES ALL OIL, GASES, `JAL, ORES, MINERALS, FOSSILS, ETC. , AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY; RECORDED UNDER RECORDING NUMBER 4441595 . RIGHT OF STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION THEREFOR, TO ACQUIRE RIGHTS OF WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER PROPERTY, AS RESERVED IN DEED REFERRED TO ABOVE. x 9 . AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: SIIPLATI33'13-12 90/EK ('l 11( \(i() 1 Fri 1:IV'Sl l A\( 1:co\ll':1V' CHICAGO TITLE INSURANCE COMPA Order No.: 1164806 • SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS BETWEEN: LAKEHAVEN SEWER DISTRICT AND: HOLLY NORTHWEST DEVELOPMENTS, LTD. RECORDED: SPECIFICATION 03, 1980 RECORDING NUMBER: 8009030572 REGARDING: CONSTRUCTION OF SEWER FACILITIES AND COSTS RELATING THERETO a THE SEWER CHARGES PAYABLE IN LIEU OF ASSSESSMENT CREATED BY SAID INSTRUMENT HAVE BEEN SATISFIED AND DISCHARED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8412140703 . M 10. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: LAKEHAVEN SEWER DISTRICT AND: HOLLY NORTHWEST DEVELOPMENTS, LTD. RECORDED: JULY 28, 1983 RECORDING NUMBER: 8307280686 REGARDING: CONSTRUCTION OF SEWER FACILITIES AND COSTS RELATING THERETO N 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: WATER DISTRICT NO. 124 AND: HOLLY NORTHWEST DEVELOPMENTS RECORDED: MAY 30, 1984 RECORDING NUMBER: 8405300369 REGARDING: CONSTRUCTION OF WATER FACILITIES AND COSTS RELATING THERETO o i2 . AGREEMENT AND THE TERMS AND DONDITIONS THEREOF: BETWEEN: LAKEHAVEN SEWER DISTRICT AND: HOLLY NORTHWEST DEVELOPMENTS RECORDED: OCTOBER 17, 1994 RECORDING NUMBER: 8410170616 REGARDING: CONSTRUCTION OP SEWAGE FACILITIES AND COSTS RELATING THERETO P THE LIEN CREATED BY SAID AGREEMENT HAS BEEN RELEASED AND SATISFIED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8503140295, HOWEVER CONNECTION CHARGES MAY BE PAYABLE. SIIPIATF33/12-12'90!EK \SAIL\\('I CHICAGO TITLE INSURANCE COMA Order No.: 1164806 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS Q 13 . RELINQUISHMENT OF ACCESS TO STATE HIGHWAY NUMBER 1 AND OF LIGHT, VIEW AND AIR BY DEED TO THE STATE OF WASHINGTON: RECORDED: APRIL 17, 1959 RECORDING NUMBER: 5021321 x 14 . 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: 2005 TAX ACCOUNT NUMBER: 797820-0184-07 LEVY CODE: 1205 ASSESSED VALUE-LAND: $ 100, 100. 00 ASSESSED VALUE-IMPROVEMENTS: $ 153, 900.00 GENERAL & SPECIAL TAXES: BILLED: $ 3,213 .00 PAID: $ 1, 606 .50 UNPAID: $ 1,606 .50 s 15. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: GUY A. MAHAN AND SUSAN M. MAHAN TRUSTEE: TRANSNATION TITLE INSURANCE CO. BENEFICIARY: FRONTIER BANK AMOUNT: $ 224, 000 . 00 DATED: APRIL 25, 2003 RECORDED: APRIL 28, 2003 RECORDING NUMBER: 20030428003461 LOAN NUMBER: NOT DISCLOSED THE AMOUNT NOW SECURED BY SAID DEED OF TRUST AND THE TERMS UPON WHICH THE SAME AN BE DISCHARGED OR ASSUMED SHOULD BE ASCERTAINED FROM THE HOLDER OF THE INDEBTEDNESS SECURED. T 16 . THE LEGAL DESCRIPTION IN THIS SHORT PLAT CERTIFICATE IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS. THE PARTIES MUST NOTIFY THE TITLE INSURANCE COMPANY IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. v 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 . SHPLATB3113-13-90!HK ('O\(I'.\\' 'HICAGO TITLE INSURANCE COM"" Order No.: 1164806 SHORT PLAT CERTIFICATE SCHEDULE B (Continued) EXCEPTIONS SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: LOT 2, SHORT PLAT 8110190295, REVISION OF SHORT PLAT 8009090741 END OF SHORT PLAT CERTIFICATE SMIKA r113/12-12 Q0/EK (I II(':AG()TI I LI:ivSt-R.A\(i:COMP:AA} © CHICAGO Tit >v,L, INSURANCE COMPANY 701 FIFTH AVENUE, #3400,SEATTLE,WA 98104 PHONE: (206)628-5610 i FAX: (206)628=9717 IMPORTANT:This is not a Survey. It is furnished 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. SLer4 p((-f 8'( fo (762 tc c.+ v:s; e.. rr. SLecf- e (`tf 0090?0 4St( ? 11 tJ ac ) Srt-k-- P(..+` ;r) 5J 1.4 -7/ _pt( V./ t(1 of- ,) O/c.-1c (9�p�. 30 c� P 1' ,'S962 6 ,T9�60 ��Q-o y'1eo I _ r Z 8550 S :5000 s 2.669!.0 O�' 10434 ', 91yb a 1 q�� O 3 OL12 OAO ADO SF vl1 �.. AI... DU 7� _-i 245 544.3e f04 34 0o (�f 0��g0p00 S 3C - _. 1 4.-4 .'C30 _ f0019- - _ 1146.34 - Ri ' S 333883.ST. - -13i �` l - ;� DEO. KCSP 280049-80090- 748,5/9-13-32.8 E / 0 110 S i / u / R / a i ZC SP 280049REV 8110190291 e2° o / 1T..? LOTABfe° / • o LO 12 A �, k, w - I al oe (W I.(, ; / o �~ b 28 LOT 1 I. �!m 2so ti ! 286e0 SF 26667 s 1 •-: ti r oe, '/ 7. ' N - f Low ,4 ii 5.0 Aci 25ee2 SF 4 i' a� y, 0181 OEM 27f 02 H 186+. . 273.27 ;F.)No^ i--1 o c /. N E9-'=-29 N LOT 1°jo 2 �'} 19 1 O / 00' 13774 61=.' om 289760 N 89- 3-28 N 0210.-. ' GREENCREST VILLA condo ;` (REVJ e� 66 Zr . ti ^ 11 w.m7azafe ; P1}v 9PL S�O7 f.2665 I • ^' e e? n/ Sb04228082 JJ 02p tx j m m I ,b LDf 3tok G c•P �; z 2 1 N�1 P.E 5ee91 i I Q - \ 1, 2 ..zI .. �17338 SFF 28 ' ,,,Cr,,- �c V �I.n WM/ j�03 of I O. 3 rl N 29-__-2e M `:! o"I .LOT 4 ` L m i Z C a z, s ✓ o Al :C5 715 Sr 7 "I -AND 8575 SF 34.S35 SF +' _C -.S.P E. f 408 „ / . ,,, 7 92 4C ,, 00p^4280 ', — I 10'. 238,2 =_. / = 0 ... S 338TH 87 <.,N _-.— s,, '-"5"�{1�F�L,:;..,`.A_�w, 'y 1 E1 .L-o EJ 7 t 1c�n I- t., - 7.35T- • MAP RC)A 11.,99 RECEIVED MASTER LAND USE APPLICATION SEP 0 2 Z005 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES CITY OF SEP 33530 First Way South CITY OF FEDERAL WAY PO Box 9718 Federal Way O5�INpovsoo Q40 Federal Way WA 98063-9718 5 / cG 253 ederal 00;Fax 253-661-9718 0 — /a�!5a S ' 00 JE ` ww cityoffederalway con, APPLICATION NO(S) 6k1' 4" /194' /9IV Date eh 1 A r Project Name M`4) itiJ'll r'uv t/ i 1 1 4i) i l r/ 0 " Property Address/Location Z Z' ) 5. 3 3 ST' Parcel Number(s) '7 9 7 )Zo a/cil9 • Project Description / 1 b r 0 06 tip /'i'X "� 7-0 �yi S Fo04-P11/4toX f/1ee / . PLEASE PRINT Type of Permit Required Applicant Annexation _Binding Site Plan Name: At if /4• /I/4/MA/ Boundary Line Adjustment Address: l•gm k /g-1- /L/I-'`f/ &e c00 b -AH✓itii 0.1.1 Comp Plan/Rezone City/State: to 0 0 .A i.If d i (/P/ co il Land Surface Modification Zip: Lot Line Elimination y� � �65,D , • Preapplication Conference Phone: Process I(Director's Approval) Fax: y� c , vct -t./D fi Process II(Site Plan Review) Email: 4ly1i H4N ep todm L4 S 7-j i1`Q r 1 /Process III(Project Approval) Signature: Process IV(Hearing Examiner's Decision) Process V(Quasi-Judicial Rezone) Agent(if diffe t than Applicant) /Process VI V SEPA w/Project Name: SEPA Only Address: Shoreline: Variance/Conditional Use City/State: Short Subdivision Zip: .7 Subdivision Phone: Variance: Commercial/Residential Fax: Email: Required Information Signature: kPA 2 ,y 0 U Toning Designation Owner 2 Comprehensive Plan Designation Name: c>'r�-rl -r' ii- ta 6 v jP J 5-7t /o O Value of Existing Improvements Address: City/State: c'e OW Value of Proposed Improvements Zip: Uniform Building Code(UBC): Phone: Fax: Occupancy Type Email: Construction Type Signature: Bulletin#003—March 3,2003 Page I of I k:\Handouts—Revised\Master Land Use Application I II III III Site Development Associates, LLC 18322 Bothell Way NE;Bothell.Washington 98011 Office:425.486.6533 fox 425.486.6593 Mahan Four Unit Addition 2237 South 333rd Street; Federal Way, WA 98003 TECHNICAL INFORMATION REPORT (TIR) October 13, 2006 Prepared for Guy A. Mahan PMB 181 14241 NE Wood-Duvall Road Woodinville, WA 98072 Submitted by Site Development Associates, LLC 18322 Bothell Way NE Bothell,WA 98011 RESUBMITTED Job number: 122-004-05 O C T 1 6 2006 ).. CITY BUILDING OF FEDERAL DEPT.WAY This TIR was prepared for: Guy A. Mahan PMB 181 14241 NE Wood-Duvall Road Woodinville, WA 98072 Prepared by: Site Development Associates, LLC 18322 Bothell Way NE Bothell, WA 98011 October 13, 2006 Job number: 122-004-05 o •.'yFs, c ;. ` , dg�, • ./0 I• ��N may: -°•0/3" • S /ONALG.......e* JO' 12•oc EXPIRES 6/9/2007 RESUBMITTED 0 C T 1 6 2006 • CITY OF FEDERAL WAY BUILDING DEPT. NUM Site Development Associates,LLC 18322 BOtnd Kay NE Dothan,Wa*gton 9801': Once:425456.6533 Fa.:425 486 6593 Table of Contents Project Description 1 Review of Resources 1 Critical Drainage Area Map 1 Flood Plain/Floodway(FEMA) Maps 1 Sensitive Areas 1 Field Inspection 2 Review of the 8 Core Requirements and 5 Special Requirements 2 Core Requirement No. 1 3 Core Requirement No. 2 3 Core Requirement No. 3 3 Core Requirement No. 4 4 Core Requirement No. 5 4 Core Requirement No. 6 4 Core Requirement No. 7 4 Core Requirement No. 8 4 Special Requirement No. 1 5 Special Requirement No. 2 5 Special Requirement No. 3 5 Special Requirement No. 4 5 Special Requirement No. 5 5 Appendices Appendix A—Figures 1. Vicinity Map 2. Existing Site Survey 3. Proposed Site Plan 4. Existing Soils Map 5. Flood Insurance Rate Map 6. Flow Control Applications Map 7. Water Quality Applications Map 8. Landslide Hazard Drainage Areas Map Appendix B—Downstream Analysis 1. Downstream Analysis Basin Map 2. Drainage System Table 3. Drainage Photograph Key Map 4. Drainage Photographs Appendix C— Calculations 1. KCRTS Calculations 2. Conveyance Calculations 3. Water Quality Calculations Appendix D—Maintenance and Operations Manual • TIR MAHAN FOUR UNIT ADDITION October 13, 2006 III NI Site Development Associates;LLC 18371 Bothej W8y NE,e0111e0,W=Nn5ton 9881'; Office:425 486 6533 Fat 425 486 6693 Project Description The purpose of this report is to present a technical information report addressing the relevance of the project to the eight core and five special requirements of the King County Surface Water Design Manual. The Mahan Four Unit Addition lies in the southwest quarter of section 16, township 21 north, range 4 east, Willamette Meridian, in King County, Washington. The project is located at 2237 South 333`d Street, Federal Way. The site is compromised of one tax parcel, 7978200184, with a total project area of 0.66 acres. The site is bound by single family homes to the north, south and east, and apartments to the west. The analysis of the basin boundary indicates that the project is in the Hylebos Creek drainage basin within the Puyallup River Watershed. See Figure 1 for a vicinity map of the project and Figure 2 in (both in Appendix A)for an existing site survey of the project. Figure 3 in Appendix A shows the proposed site plan for the development. There is an existing fourplex and associated outbuildings on the parcel. The fourplex will remain. The proposed project will add two duplexes to the parcel. In addition to the roadways, the proposed project will include all utilities and other improvements necessary to accommodate the dwelling units. This project will be exempt from flow control (see Core Requirement No. 3 below). Water quality will be done with a stormfilter vault. This report addresses the storm drainage issues associated with the addition of the two proposed duplexes. The design standards addressed for this report are contained in Federal Way City Code (FWCC) and the 1998 King County Surface Water Design Manual(KCSWDM). Review of Resources Critical Drainage Area Map • Hylebos Creek Drainage Basin • Puyallup River Watershed • Puyallup-White WRIA (10) Flood plainifloodway(FEMA) Maps • There is not mapped floodplain in the immediate area per the available FEMA map. The site is located in Zone X per the Flood Insurance Rate Map (FIRM) map number 53033C1250 F. See Figure 5 in Appendix A for a copy of the FIRM map. The map also indicates that the area is outside of the 500 year flood plain. Sensitive Areas • Wetlands—There are no wetlands mapped in this area. • Streams and 100 Year Flood Plains—The west branch of the East Fork Hylebos Creek is currently in a culvert under the property. According to the City, FWCC states that the City may require removing streams from culverts under certain circumstances. However, the City will not require the stream to be removed from the culvert as part of this project, in part since King County TIR Page 1 MAHAN FOUR UNIT ADDITION October 13, 2006 11111 Site Development Associates,LLC 183228all1el Way NE,lWlld4 Womingron 9801, D8ce:425.4866533 Fox 425.486.6593 approved placing the stream in a piped conveyance system at the subject site in 1984. In addition, removal of the culvert in this location may only provide a limited enhancement of the ecological function and value since the culvert continues off the property. • Erosion Hazard Areas—There are no erosion hazard areas mapped in this area. • Landslide Hazard Areas—There are no landslide hazard areas mapped in this area. • Seismic Hazard Areas—The area is not mapped as a seismic hazard area. • Coal Mine Hazard Areas—None mapped in this area. U.S. Department of Agriculture, King County Soils Survey • The soils on the site are predominantly Vashon till (Qvt). Figure 4 in Appendix A presents the soil survey for the project area. Flow Control Applications Map • The site is located in a Level 1 area according to the City of Federal Way Flow Control Map. Water Quality Applications Map • The site is located in a Basic Water Quality Treatment Area. Landslide Hazard Draina9e Area Map • The site is not located in a landslide hazard drainage area. Field Inspection A representative of Site Development Associates, LLC (SDA) made a site visit to the property on March 10, 2005. The weather conditions were dry, 60 degrees and sunny. The existing site has a gentle gradient towards the south side of the property. The lot has an existing fourplex unit with a small paved parking area. The existing surface water from the site drains to catch basins on the property, where it enters an enclosed drainage system. From here the water is conveyed to a detention pond on the adjacent property to the south. This pond outlets to the west branch of the East Fork Hylebos Creek via a control structure. Review of the 8 Core Requirements and 5 Special Requirements of the 2005 King County Surface Water Design Manual SDA has reviewed the Core and Special Requirements in Chapter 1 of the King County Surface Water Design Manual,and addresses each of the requirements as follows: TIR Page 2 MAHAN FOUR UNIT ADDITION October 13, 2006 111111111. Site Development Associates,LLC 183228Mite(Way NE,901981l,WomIngtarl 9801? 31Ise 425 4(36 6533 Fox 425 486.6593 Core Requirement No. 1 - Discharge at Natural Location Currently the site discharges to the west branch of the East Fork Hylebos Creek, south of the property. This is a single natural discharge and a single threshold discharge area. The proposed project will continue to discharge to the same location. Core Requirement No. 2 - Offsite Analysis Runoff will exit the site via an enclosed drainage system. This system will tie into the existing culvert that contains the East Fork Hylebos Creek. This culvert discharges into the Creek channel approximately 115 feet south of the property. This creek has a well defined channel that flows to the south for approximately one-tenth of a mile, where it crosses beneath S 336th Street. The creek continues to the south beyond the limits of the offsite analysis basin area. Although wide and full of water, no problems of erosion or scouring were evident in this channel. See the attached off-site Analysis Drainage System Table, map, and associated site photographs for a more detailed description of the drainage system downstream of the proposed project. This information is presented in Appendix B of the report. Core Requirement No. 3 - Flow Control The proposed project is located in a Level 1 Flow Control Area. The Level 1 Flow Control is designed to control flood flows at their current levels and to maintain peak flows within the capacity of the conveyance system for most storm events. Specifically, Level 1 flow control requires maintaining the predevelopment peak flow rates for the 2- year and 10-year runoff events. This project is exempt from flow control based on KCSWDM Exemptions from core Requirement#3-Peak Flow Exemption Using Flow Control BMPs. The project meets all the criteria for this exemption (see text from KCSWDM below in italics and the discussion of how the project is compliant in bold). See Appendix C for KCRTS calculations. Any threshold discharge area within a proposed project is exempt if the project improvements within the threshold discharge area generate less than a 0.1 cfs increase in the existing site conditions 100-year peak flow rate, and all of the following criteria are met: a) If the project is a redevelopment project, flow control BMPs must be applied as specified in Section 5.2, and the project improvements must not significantly impact a "severe erosion problem"or"severe flooding problem", and must not be located within a Landslide Hazard Area, AND This is a redevelopment project according to the definition outlined in KCSWDM section 1.1. This project will apply perforated roof drain stub outs as our flow control BMP as outlined in KCSWDM Section 5.2 (Commercial and Redevelopment Projects). We have preformed a downstream analysis and did not discover any downstream erosion or flooding problems. This project is not located within a Landslide Hazard Area. TIR Page 3 • MAHAN FOUR UNIT ADDITION October 13, 2006 111 Site Development Associates,LLC 183228othel WUy NE:Behan,Wclnlnpton F8011 0fi9e:.425.486.6533 999:425 486 6593 b) If the project is a single family residential project, the runoff from the impervious surfaces must be infiltrated or dispersed using flow control BMPs specified in Appendix C, and any areas of native vegetation assumed to be cleared for the purposes of computing the increased in 100-year peak flow must be preserved within a tract or by covenant as described in Appendix C, AND NA. This is a redevelopment project. c) For projects other than redevelopment projects and single family residential projects, the new impervious surface within the threshold discharge area must be comprised of either non-pollution-generating roofs that comply with the roof downspout controls in Section 5.1, OR road trails, or driveways that comply with the rural roadway dispersion requirements in Section 5.2.1, AND NA. This is a redevelopment project. d) The manner in which runoff is discharged from the project site must not create a significant impact per Core Requirement#1 The proposed design would discharge stormwater to the natural discharge location. Core Requirement No. 4 — Conveyance System The site conveyance system was designed to convey the 25-year runoff calculated using the Rational Method. The calculations were performed using StormCAD software. Please see Appendix A for the calculations. Core Requirement No. 5 — Erosion and Sediment Control Drainage from this site is a tributary to the East Fork Hylebos Creek. Due to the proximity to this creek, silt-laden runoff could exit the site and enter downstream drainage courses if proper construction practices are not allowed. In order to protect the downstream conditions from sediments, several erosion control Best Management Practices (BMP's)from the King County Surface Water Design Manual will be utilized. During and after grading, and during house construction, the site will be stabilized with appropriate BMP's consisting of silt fencing, mulching and hydroseeding. A temporary construction entrance will be installed for construction related traffic. Filter fabric will be placed over catch basin grates. All yard areas will be landscaped. Additionally, limiting earthwork and utility construction activities to dry weather conditions, minimizing area and duration of soil exposure, construction of temporary storage basins and protective dikes to control storm runoff, and stockpiling and sheathing of strippings, will further reduce the potential for silt-laden runoff. Stockpiles will be covered with polyethylene sheathing. Methods for clean up of vehicles shall be performed as necessary to prevent vehicles from tracking soil away from the site. Construction entrance rock pads will be installed at the main entrance to the site. The entrance shall be maintained regularly to ensure proper functioning. If sediment is tracked off site, it shall be swept or shoveled from the TIR Page 4 MAHAN FOUR UNIT ADDITION October 13, 2006 I • Site Development Associates,LLC 153V39o1f l Way NE;eothen,watvngta,4801 Office:425:486.6533 fox:425.486.6593____.______._____ paved surface on a daily basis. Washing of the streets to remove the sediment is not allowed. Core Requirement No. 6 - Maintenance and Operations See Appendix D for the Maintenance and Operations Manual for the Tutino Subdivision. Core Requirement No. 7- Financial Guarantees and Liability The Financial Guarantees and Liabilities will be required prior to the project being finalized by King County. Core Requirement No. 8 -Water Quality The project will provide a Stormfilter with the goal of 80% removal of total suspended solids for the Water Quality design flow(60% of the Developed 2-year peak). The water quality calculations are contained in Appendix C. Special Requirement No. 1 - Other Adopted Area-Specific Requirements The project is located within the Puyallup-White Water Resource Inventory Area (WRIA) 10. Special Requirement No. 2 - Floodplain/Floodway Delineation This requirement does not apply. Special Requirement No. 3 - Flood Protection Facilities This requirement does not apply. Special Requirement No. 4- Source Controls This requirement does not apply because the project is located in the basic water quality treatment area. Special Requirement No. 5- Oil Control This requirement does not apply. TIR Page 5 MAHAN FOUR UNIT ADDITION October 13, 2006 Site Development Associates,LLC 183228a th I Way NE;:lott»q,Wa:Wingtoff P8Ofl Dtlxe:425.486.6533 Fax 425.486.6533 Appendix A Figures 1. Vicinity Map 2. Existing Site Survey 3. Proposed Site Plan 4. Existing Soils Map 5. Flood Insurance Rate Map 6. Flow Control Applications Map 7. Water Quality Applications Map 8. Landslide Hazard Drainage Areas Map a- TIR MAHAN FOUR UNIT ADDITION October 13, 2006 I I H I ) I I / / S MOTH ST \ a S \ 320TH ST 4 1 \I a $ S 1 PROJECT ' a "T ' s ° ` LOCATION __ 8>_ —N a aaorlt ,60. 0 c I / ) e North o I $ -11 a &ism ar i Ikti, a a . 1.-- / 18 � i I aura s 348TH ST s __/e_ WEST 'e Lake 1 HY 8 /Ar s MOTH G a ]� STATE PART II-� VICINITY MAP N.T.S. SAM MAHAN Design N.T.S. Drawn FOUR UNIT ADDITION scale 07/0?I05 Site Development Associates,LLC Date 10116 Man Sheet,Suite 106;Sahel Washington 98011 122-004-05 Office:42SAB6.6533 H 425.486.6593 wwwsdaenglneerscom VICINITY MAP Flame 01 Project No. Figure No. A Co ; MEAS. , . aft - I - . • . • 3 - M= 376.81 ' CON N/E IE= 372.31 5° -...4.4' ‘ ; A FOUND REBAR AN IIIIIIIIIMMIN1240, 0-2.--._411.6 , i . W 4`...A.31.__IG,..0,!, \n7".IIIIIIIIg . - 110. 00 X Illiii AP LS # 10708 TO BE GOOD 41.7— 111: 1 " wit 377.17 3.00 STRIP ; 1E= 372,07 I i ; ' - ' f TO BE DEDICATED IE= 372.07 8At.. 1 4, ,2.0' ' \ TO CITY OF FEDERA / UNABLE TO • . WAY 330 SQ. FT. . \ • CURBED * 1 1 ‹-tr‘ 12 _ CB RIM= 375.49 • ..f ri? --- - • E'CON S IE= 369.79 II I.41' 11111.111111.1116511111.1A I - 15' DRAINAGE - ---7 BLDG 1 -1 n EASEMENT -- , UNITS 1-4 EXISTING 4 P • PER KCSP rz) I 5.O . 1 8110190295 *a 1 (0 6 44., 1110 9-3 f-- ' ' • = 371.56 • hIll 941 \I IE=- 368.34 E IE=369,26 = . iiiii FOUND REBAR IE=368.36 701 , AND CAP 14 10708 3 .4 l'Q. si 1111111...8 111... 401' 0.- • CI) C.0 IN LS # 74.06 so - 11111e 'N Co cr) • ppp -..- , - .2,..., ',1 • , -,----1 1 r- , ( ",,'20 • est i_-.- [ ,l\Jr i' T. —1,1!' (J,-?: I • 1 ,, - jj., 60 o•--- / - ' .1 Yi ' .-• -) /- ,'j ,5,7 cf.?' \,,, c 7)1 / , -71 ,-- • ,'I T / „„. ,,, POWER BOX , 1 L/');• 'iv '-'' ' 's --/-1 I ! REC, NO. > 7'7 ''..--t-r)0/ • HER SIDE 0---- 89?13 "331 E 116. 0 8-*- y _, 1VEMENTS / , 73 0 / / FOUND REBAR AND CAP R REC NO. ' / u.) i i SMASHED THIS 1 --3 ; /10 SEWER EASEMENT O. 15 N AND O. 02 W I cp : \ '..i - IRE IRDING NO. 1NDER \ :-, i 850 T140305 ENOUGH \ \ 'S EXACT BSBL i , PER K1 SP SAM MAHAN Design GFR 1.,-...'.".• ._ "a--. FOUR UNIT ADDITION .NT.S. Scale 07/07/05 Site Development Associates,LLC Date 10116 Mdn Street Sutte 106;Both*Washington 98011 _ EXISTING 192-004-05 Office:42,5486.6533 Fox 425.486.6593 www_sdaengineerszom SITE SURVEY Figure 02 Figure No. Project No. ,:z.. * s 333RD ST:-: - ; ' '- --- .,..--. ...-- ..,' , . • - - -' -_. ,„-f•' .f„S :,,t s 12,7-(.;:..: t.,'.':.•7:,-, .--1 ---- :.--•',0. - -'-- - I ,.. _ _ _.'1111Wir: L ' ,.. I '. • _. E -J -"±:) ..,-; ; i-.,' ';-- : ,.. 1..„t_ ,.. ..,13 • k:.f;';:‘ ii ';- :' i :,, '1 \ ' ;',.. .. .... '; ' ' ' 1;2.-' ‘-''41-T?i: • . 1 ,, - \ ', . . . .- .„.:. . -6i\--— ,-- , L_..._.•:-_,=:.t...,-."‘.._ ..-:,..'s.,.,-:-.,i ' .-...'_-_,-.:".;:_,,,-,----.t..:,...-.:,.., . - _,,, (> i-I il ‘2--- \ \ q . . ,,., , ,,t, .... ..„, , ..-.. , ,, , , . 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',./., f-,1_tli-,-1:,, ,,•.. 7/1 '.--` s.•,.2. -->-" ,I., , , .:. . , _ .. ki . _ ..'-', .:_.. - .;,-:,.i ' „....t,.4.7.'--1- .-i T f'-° .-...,..1 DE I\/E ''''r..7.N i i:.,. ', ) . . . ! i---,' RC:fi'..", f`,1.CI. \ ... ,," : ' •. ,.., , 4'1 ! i ,_,!:,:;/ .,..:, ., : '' ?...!----; i0 ,... ; .!-,,,.'"-\ 4„ , \ • -',.'..,....:-. I' i r:X ''''k C-:T 2 ;K.:(ii.sS - SAM MAHAN Design FOURN.T.S. UNIT ADDITION Scale brawn ------------ 07/07/05 Site Development Associates,LLC Date 10116 Main Street,Suite 106;Bothell,Washington 98011 ._ PROPOSED Flours 03 122-004-05 Office:425A86.6533 Fax 425486.4593 vnwisdaengineers,com SITE PLAN Figure No. Project No. cp ,opm � �ommmm'� � , x J p m m J c H �z '' ommekr 0 C) Cy `�O. y J , k , � '! - O is 17' v ht Jo ,,, w 4 o m o o .o m •r,i p J �, o —� CD K 'Q Q. • ��.' � ..,,,.„PRfUgt�RP' " n �'M '�` b . o0 m - Cl `. I r 'w. 'v' bra, uu m mOmnn Q 0 = "' 4 :4 4 ,W Y3op 13�T*«VEt (D t ie3 a '� t A S o'er o 5 o m c 0 3 s y ° O er on� �nao _ 1 o �D liU �f (�Ca y� � �aiv� OOo N � ��g' .� � .P., C 3 o J o N D O W yIP - • - • S 2. m. .� a € s e a ` m nJ o off. + w . 't'. �. t Ii= /� O C C C 2N C -i ZEE -,� v 01 IH!-iII ' i1,....,,,..pr.,.,', khh �I s� il.kt „ �',. "RI N (D n,�t , 1N w ,�ttx�1�5 3 r t' Q O O Q N ' k,,, ,4ts n g y .+ ' ur s� E @ O co m o m o -rn07' -v m o m (T1 m> o M �> 0 as 0 _ N MetroScan / King (WA) Parcel # Owner Name Site Address YB Owner Phone 289760 0010 Tafoya Mona J 2210 S 336th St #101 Federa 1999 289760 0020 Carroll Barbara 2210 S 336th St #102 Federa 1999 289760 0030 Creson Dennis M 2210 S 336th St #103 Federa 1999 289760 0040 Schanzle Scott R 2210 S 336th St #104 Federa 1999 289760 0050 Bourg Steven/Theresa Pache 2210 S 336th St #105 Federa 1999 253-835-1141 289760 0060 Lockwood Desiree 2210 S 336th St #201 Federa 1999 289760 0070 Dicugno Yves L/Carolyn A 2210 S 336th St #202 Federa 1999 289760 0080 Chea Heang 2210 S 336th St #203 Federa 1999 289760 0090 Kingori Eunah 2210 S 336th St #204 Federa 1999 253-815-1222 289760 0100 Parris Lynda J/Sarah M 2210 S 336th St #205 Federa 1999 253-815-8761 289760 0110 Land Henrietta M 2210 S 336th St #301 Federa 1999 289760 0120 Estep Cheryl 2210 S 336th St #302 Federa 1999 289760 0130 Stephenson Hannah L 2210 S 336th St #303 Federa 1999 289760 0140 Clark Angela 2210 S 336th St #304 Federa 1999 289760 0150 Williams Terrence Javon 2210 S 336th St #305 Federa 1999 289760 0160 Rogers Pamela J 2210 S 336th St #401 Federa 1999 253-835-0860 289760 0170 Pascua Marlene C 2210 S 336th St #402 Federa 1999 289760 0180 Kim Nancy D 2210 S 336th St #403 Federa 1999 289760 0190 Kim Hae R 2210 S 336th St #404 Federa 1999 289760 0200 Ilar Cirilo V Jr/Arceli M 2210 S 336th St #405 Federa 1999 289760 0210 Trantina Steven 2210 S 336th St #501 Federa 1999 289760 0220 Miller Hyon Yun 2210 S 336th St #502 Federa 1999 253-838-4241 289760 0230 Diaz Juli D 2210 S 336th St #503 Federa 1999 289760 0240 Beatty Teresa A 2210 S 336th St #504 Federa 1999 289760 0250 Chang Roberta 2210 S 336th St #601 Federa 1999 289760 0260 Kirby Anne Marie 2210 S 336th St #602 Federa 1999 253-661-2565 289760 0270 Buck Betsy J 2210 S 336th St #603 Federa 1999 289760 0280 Lindsley Tammy M 2210 S 336th St #604 Federa 1999 289760 0290 Cooper Perry R 2210 S 336th St #605 Federa 1999 797820 0160 Moorehouse Donald W/Karen 2244 S 333rd St Federal Way 1967 797820 0161 Lucas/Lucas Ps *no Site Address* Federal W 797820 0162 City Of Federal Way 2202 S 333rd St Federal Way 797820 0166 Smith Edward Jr 2238 S 333rd St Federal Way 1968 797820 0167 Lyons Paul Jr/Robin C 33217 24th Ave S Federal Wa 1969 253-838-2887 797820 0168 Smith Edward Jr *no Site Address* Federal W 797820 0180 Tartaglia Michael/Maria S 2245 S 333rd St Federal Way 1948 797820 0180 Tartaglia Michael/Maria S 2245 S 333rd St Federal Way 1989 797820 0182 K C Housing Authority Admi 2217 S 333rd St Federal Way 1980 797820 0186 Wigginton Josephine 2253 S 333rd St Federal Way 1985 797820 0210 Carranza Juan C 2230 S 336th St Federal Way 1962 797820 0215 Carranza Juan C 2234 S 336th St Federal Way 1959 797820 0220 Singh Kamleshwar/Lalita D 2246 S 336th St Federal Way 1994 RECEIVED r f Fl/ln) SEP 0 2 2005 l CITY OF FEDERAL WAY BUILDING DEPT. 0S - !bt-1 500 00 -o Cl - Ia `/5os OO - Sc 3ov /0,1101 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. MetroScan / King (WA) Parcel # Owner Name Site Address YB Owner Phone 289760 0010 Tafoya Mona J 2210 S 336th St #101 Federa 1999 289760 0020 Carroll Barbara 2210 S 336th St #102 Federa 1999 289760 0030 Creson Dennis M 2210 S 336th St #103 Federa 1999 289760 0040 Schanzle Scott R 2210 S 336th St #104 Federa 1999 289760 0050 Bourg Steven/Theresa Pache 2210 S 336th St #105 Federa 1999 253-835-1141 289760 0060 Lockwood Desiree 2210 S 336th St #201 Federa 1999 289760 0070 Dicugno Yves L/Carolyn A 2210 S 336th St #202 Federa 1999 289760 0080 Chea Heang 2210 S 336th St #203 Federa 1999 289760 0090 Kingori Eunah 2210 S 336th St #204 Federa 1999 253-815-1222 289760 0100 Parris Lynda J/Sarah M 2210 S 336th St #205 Federa 1999 253-815-8761 289760 0110 Land Henrietta M 2210 S 336th St #301 Federa 1999 289760 0120 Estep Cheryl 2210 S 336th St #302 Federa 1999 289760 0130 Stephenson Hannah L 2210 S 336th St #303 Federa 1999 289760 0140 Clark Angela 2210 S 336th St #304 Federa 1999 289760 0150 Williams Terrence Javon 2210 S 336th St #305 Federa 1999 289760 0160 Rogers Pamela J 2210 S 336th St #401 Federa 1999 253-835-0860 289760 0170 Pascua Marlene C 2210 S 336th St #402 Federa 1999 289760 0180 Kim Nancy D 2210 S 336th St #403 Federa 1999 289760 0190 Kim Hae R 2210 S 336th St #404 Federa 1999 289760 0200 Ilar Cirilo V Jr/Arceli M 2210 S 336th St #405 Federa 1999 289760 0210 Trantina Steven 2210 S 336th St #501 Federa 1999 289760 0220 Miller Hyon Yun 2210 S 336th St #502 Federa 1999 253-838-4241 289760 0230 Diaz Juli D 2210 S 336th St #503 Federa 1999 289760 0240 Beatty Teresa A 2210 S 336th St #504 Federa 1999 289760 0250 Chang Roberta 2210 S 336th St #601 Federa 1999 289760 0260 Kirby Anne Marie 2210 S 336th St #602 Federa 1999 253-661-2565 289760 0270 Buck Betsy J 2210 S 336th St #603 Federa 1999 289760 0280 Lindsley Tammy M 2210 S 336th St #604 Federa 1999 289760 0290 Cooper Perry R 2210 S 336th St #605 Federa 1999 797820 0160 Moorehouse Donald W/Karen 2244 S 333rd St Federal Way 1967 797820 0161 Lucas/Lucas Ps *no Site Address* Federal W 797820 0162 City Of Federal Way 2202 S 333rd St Federal Way 797820 0166 Smith Edward Jr 2238 S 333rd St Federal Way 1968 797820 0167 Lyons Paul Jr/Robin C 33217 24th Ave S Federal Wa 1969 253-838-2887 797820 0168 Smith Edward Jr *no Site Address* Federal W 797820 0180 Tartaglia Michael/Maria S 2245 S 333rd St Federal Way 1948 797820 0180 Tartaglia Michael/Maria S 2245 S 333rd St Federal Way 1989 797820 0182 K C Housing Authority Admi 2217 S 333rd St Federal Way 1980 797820 0186 Wigginton Josephine 2253 S 333rd St Federal Way 1985 797820 0210 Carranza Juan C 2230 S 336th St Federal Way 1962 797820 0215 Carranza Juan C 2234 S 336th St Federal Way 1959 797820 0220 Singh Kamleshwar/Lalita D 2246 S 336th St Federal Way 1994 RECEIVED in/1tW/V) L/ /e ,c SEP 022005 l CITY OF FEDERAL WAY BUILDING DEPT. CAS S-00 - aU —up - Iovs-os - 00- Sty 3 ob ' d 03 4 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. N - 4-, O o cf.) czl } a" a 1a En Q W o Q� > W 0 W o oz 0 a-o W w 0 oD U f 0 ,,1:0., >. o o a c P sa c v;a o o s c a M @• f y O_ L 1A.a a ..^ " � A • Y c O E O 44 g' ` i f My' a:. Y n O C (/1 ' '''':4 (, VittiPAYT,.,'4:'::4,6''44'1.i'' :..'4 a. oco o °a �6 (� Srlt� a " � �. I— : U ° cam wE e a o a ti c a ! U) (n HUH! R co () Joao ° ° Q y a O co c w o o L E .,x k a ,' a � g o z N am NC O= (Q �i � ! N M Q lifl ! I tet'ir4aco I� o's, t` M o o v €F o N o0 IIH!11( �y 3L -r'ktitt ;'., psi 1.1, q $, [; V a. L co i !_ I 'us- -'' nE ° ltwa 7 y 0 C O C 3 O 2 O E S�A 1SL a x <.`. tI' z a. O ill c Fa c o E n b �.c ! - 08T�1bAlad" � _ -a V C o `o m'-m"-ct CA ::, p,..- i .-v, c Si ci Y lis,e : t2 . 3z '�" „,` ! !k ".E w ` Q �"' E O o O N O a yf � .S CO E � �° nN >y ° T RECEIVED SEP 0 2 2005 CITY OF FEDERAL WAY Guy A. Mahan BUILDING DEPT. PMB 181 14241 NE. Woodinville-Duvall Rd. Woodinville, WA 98072 August 31, 2005 Lori Michaelson City of Federal Way 33325 8 th Ave. South Federal Way, WA 98063 RE: File 304-104896-00-PC Dear Ms. Michaelson, Per our conversation last month regarding landscaping requirements for the above referenced project and your recommendation, I am requesting a modification to the landscape code as noted on my"proposed" Type III Landscape Plan. This plan was prepared by my surveyor however; once the modifications are agreed upon, a licensed Landscape Architect will prepare the final drawing for city review. The two areas which conflict with the code and need to be modified are; (1)the approximately 70' along the north side of the new replacement stalls and, (2)the west side of the property from the street to the end of the south property line. Both of these requested landscape modifications are a result of the redesign of the driveway access and parking.. Along the new replacement stalls, a 6' cedar fence is proposed. Also,per your recommendation, along the fence area I am proposing to landscape the dedicated 3' right of way which I understand will not be utilized for any other purpose than a vacant landscape strip. This landscape modification submittal is made part of my Process III application. Your consideration in this matter is greatly appreciated. Sincerely, Guy A. Mahan RECEIVED SEP 0 2 2005 Directional PhotographsclTY OF FEDERAL WAY BUILDING DEPT. Mahan Four Unit Addition ,w • •sf. yg ft • • p M � w ; ICH• :4shi 1. 5 . t I • 44. • c 0 Of-r/ IA) ( RECEIVED SEN 0 2 2005 OITY F OF EDEfiAL.WAY Directional Photographs BUILDING DEPT. Mahan Four Unit Addition 1. • e a'l 'VII A ,a t .,. . x 4 ! % , k.� 4� #a }jtl� \ 1. 4 . 4.14:' ,4'.it 1. .,:e ' i # :, , .1 1 i •„1„.._„, - i, ..., . ' n 33 , Xx 4• . - + , p A, 1 ,1 p 4 A ••,*•.- •0I .. } ,, '� ,e..i',e • ,i} i� roo, , ,.,,tau •' *.�l' u • e 4 .. 1 4 - o 7-4 al i ' ,1' ,^� ii Pi t • .al • I Ar ,f .:itili,„ ,- - Niir,140,4:, i 4 i ... IL ,Ct Ili%) .., 4. ; * 40-- - - -.IL. . , /k-Nt .. ,, ., _ i,..s... *-., . . _ s 404 a ;T '" ,- /VO4l1 Fie) Si MetroScan / King (WA) Parcel # Owner Name Site Address YB Owner Phone 289760 0010 Tafoya Mona J 2210 S 336th St #101 Federa 1999 289760 0020 Carroll Barbara 2210 S 336th St #102 Federa 1999 289760 0030 Creson Dennis M 2210 S 336th St #103 Federa 1999 289760 0040 Schanzle Scott R 2210 S 336th St #104 Federa 1999 289760 0050 Bourg Steven/Theresa Pache 2210 S 336th St #105 Federa 1999 253-835-1141 289760 0060 Lockwood Desiree 2210 S 336th St #201 Federa 1999 289760 0070 Dicugno Yves L/Carolyn A 2210 S 336th St #202 Federa 1999 289760 0080 Chea Heang 2210 S 336th St #203 Federa 1999 289760 0090 Kingori Eunah 2210 S 336th St #204 Federa 1999 253-815-1222 289760 0100 Parris Lynda J/Sarah M 2210 S 336th St #205 Federa 1999 253-815-8761 289760 0110 Land Henrietta M 2210 S 336th St #301 Federa 1999 289760 0120 Estep Cheryl 2210 S 336th St #302 Federa 1999 289760 0130 Stephenson Hannah L 2210 S 336th St #303 Federa 1999 289760 0140 Clark Angela 2210 S 336th St #304 Federa 1999 289760 0150 Williams Terrence Javon 2210 S 336th St #305 Federa 1999 289760 0160 Rogers Pamela J 2210 S 336th St #401 Federa 1999 253-835-0860 289760 0170 Pascua Marlene C 2210 S 336th St #402 Federa 1999 289760 0180 Kim Nancy D 2210 S 336th St #403 Federa 1999 289760 0190 Kim Hae R 2210 S 336th St #404 Federa 1999 289760 0200 Ilar Cirilo V Jr/Arceli M 2210 S 336th St #405 Federa 1999 289760 0210 Trantina Steven 2210 S 336th St #501 Federa 1999 289760 0220 Miller Hyon Yun 2210 S 336th St #502 Federa 1999 253-838-4241 289760 0230 Diaz Juli D 2210 S 336th St #503 Federa 1999 289760 0240 Beatty Teresa A 2210 S 336th St #504 Federa 1999 289760 0250 Chang Roberta 2210 S 336th St #601 Federa 1999 289760 0260 Kirby Anne Marie 2210 S 336th St #602 Federa 1999 253-661-2565 289760 0270 Buck Betsy J 2210 S 336th St #603 Federa 1999 289760 0280 Lindsley Tammy M 2210 S 336th St #604 Federa 1999 289760 0290 Cooper Perry R 2210 S 336th St #605 Federa 1999 797820 0160 Moorehouse Donald W/Karen 2244 S 333rd St Federal Way 1967 797820 0161 Lucas/Lucas Ps *no Site Address* Federal W 797820 0162 City Of Federal Way 2202 S 333rd St Federal Way 797820 0166 Smith Edward Jr 2238 S 333rd St Federal Way 1968 797820 0167 Lyons Paul Jr/Robin C 33217 24th Ave S Federal Wa 1969 253-838-2887 797820 0168 Smith Edward Jr *no Site Address* Federal W 797820 0180 Tartaglia Michael/Maria S 2245 S 333rd St Federal Way 1948 797820 0180 Tartaglia Michael/Maria S 2245 S 333rd St Federal Way 1989 797820 0182 K C Housing Authority Admi 2217 S 333rd St Federal Way 1980 797820 0186 Wigginton Josephine 2253 S 333rd St Federal Way 1985 797820 0210 Carranza Juan C 2230 S 336th St Federal Way 1962 797820 0215 Carranza Juan C 2234 S 336th St Federal Way 1959 797820 0220 Singh Kamleshwar/Lalita D 2246 S 336th St Federal Way 1994 RECEIVED 1-//)) L1 I e SEP 0 2 2005 CITY OF FEDERAL WAY BUILDING DEPT. Os Ib`( S-bv . Ou -op vS ` SOS- -- 00- S 3 ov` 1401 Information compiled from various sources.Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. FILE CITY OF Federal Way NOTICE OF LAND USE APPLICATION Name: Mahan Four Residential Unit Addition Description: Proposal to construct two new duplex buildings for a total of four new residential units at a parcel of property that is currently developed with a four-plex apartment. Applicant: Guy Mahan 425-486-6801 Location: 2237 South 333`d Street, Federal Way,WA King County tax parcel#797820-0184 Date Application Received: September 2, 2005 Date of Notice of Application: October 15, 2005 Date Determined Complete: September 30,2005 Comment Due Date: October 31, 2005 Permits Required by this Application: Project Approval(File#05-104500-00-UP)and Environmental Threshold Determination(File#05- 104505-00-SE) Relevant Environmental Documents are Available at the Address Below: X Yes No Development Regulations to be Used for Project Mitigation,Known at this Time: Federal Way City Code(FWCC)Chapter 18,"Environmental Protection;"Chapter 19, "Planning and Development;"Chapter 21,"Surface Water Management;"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 International/Uniform Building,Fire, and Mechanical Codes. The official project file is available for public review at the City Hall Department of Community Development Services(33325 88'Avenue South,PO Box 9718,Federal Way,WA 98063-9718).Any person may submit written comments on the land use application to the Director of Community Development Services by October 31,2005. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision, may appeal the Director's decision. City Contact: Jim Harris, Senior Planner, 253-835-2641 Published in the Federal Way Mirror on October 15,2005. 05-104505 Doc.1.D. 33574 Ma han Four Residential Unit Addition III III 4.,.) 1 1 , i (Cr 0) 4,. 5t4':' ' South 333rd Street (t. = ..,...,(1) (/) 1 Subject Site c 4) CZ) N a A e CO *op Vicinity Map FEDERAL WAY I M I \ I \ 11) I \ IDS 10) L (!) - 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-963 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 15th day of October. 2005 , and ending on the 15th day of October, 2005 , 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 $86.32 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 20th day of October, 2005. Notary Public in and for the State of Washington, • Residing at Federal Way onnutisio / 4 147f11-7L---- /„(<....‘\:06if.6"te.:P 's J-)-tt ? f c3TAR ' ' 97)` *f°414 Rati'`J" 1414 SO.324TH STREET,SUITE B210, FEDERAL WAY,WA 98003 • 253-925-5565 ■ FAX:253-925-5750 AA AY CE U v7 JitA I teem Mahan Four Residerttia Unit Addition Description: Proposal to construct two new duplex buildings for a total of four new resi- dential units at a parcel of property that is currently developed with a four-plex apart- ment. Applicant:Guy Mahan 425-486-6801 Location: 2237 South 333rd Street, Federal Way, WA King County tax parcel #797820- 0184 Date Application Received: September 2, 2005 Date of Notice of Application: October 15, 2005 Date Determined Complete: September 30, 2005 Comment Due Date:October 31,2005 Permits Required by this Application: Project Approval (File #05-104500-00-UP) and Environmental Threshold Determination (File#05-104505-00-SE) Relevant Environmental Documents are Available at the Address Below:X Yes No Development Regulations to be Used foi Project Mitigation,Known at this Time: Federal Way City Code (FWCC) Chapter 18 "Environmental Protection;" Chapter 19 "Planning and Development;" Chapter 21 _ "Surface Water Management;" and Chaptei 22,"Zoning." Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations, in- cluding the FWCC; King County Surface Wa- ter Design Manual and City amendments; and the International/Uniform Building, Fire, and Mechanical Codes. The official project file is available for public review at the City Hall Department of Com- munity Development Services (33325 8th Avenue South, PO Box 9718, Federal Way, WA 98063-9718). Any person may submit written comments on the land use application to the Director of Community Development Services by October 31, 2005. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision,may appeal the Director's decision. City Contact: Jim Harris, Senior Planner, 253-835-2641 FWM#-963 Date of publication:10/15/05 e n 9 q I ,, �•r • y I ry, SHORT PLAT NO c ', 0 '/i ;t ,zTr` 7 , S. T,: 1_ � , . R. — KING COUNTY, WASHINGTON .:'' A � .�. , Cr_ ' W This space reserved for APPROVAL :.t t & ,mot recorder's use � a ,_ Department of Planning and Community Development , , 'i Building and Land Development Division � Examined and approved this /C day of , i.; In Nno .News z- ,. - I AA e ` 'O4 H� 5� • sl 19Q Manager, Building i Land Development Divisio9' Al +rI ^ i O o x, Department of Public Works A Erdmir.'d and approved this 6� day of '` 19 � a ' r7 Filed for record at the _."_ rr 'ry2,..;, ,,:::,. request of: /i �r �` x' t- Director r k/ia,titr, A% t4A,teerl— Blilll.•la tlp2y5 R E RUC) F S,qi t t # 2 Name rpp-HcL ,:a:�»•S tltl r LDepartment of Assessment , . 22 g v Examined and approved this /G/ , day of ,_ k (.1;'/ , 19 J a t a Return to: �`�r7lZle ; _ : t a, Assessor X i 1 Building & Land Development 1•. ' 450 KC Administration Bldg r —" ,'LD_....--- „ t Seattle, Washington 98104 ,-- ' t� tt( ' put y Assessor li. L, _ . •• .! n LEGAL DESCRIPTION .. ., ,.,t Tract 26, State Plat in Section 16 T'F. 21 N., R. 4E, W.`?., according to the plat recorded in .. Volume 41 of Plats, pa'e 30, it; King County, Washington. Except that rorlion th,?re of con- f veyed to the. State of Washington, under Auditor's File `'o. 5021321. i LOT 1 The West 320 feet of Lot 26, State Plat in Section 16 TWF. '1 N., R. 4E, W.`:., accordin • s to the plat recorded in Volume 41 of Plats, page 30, in Kin- County, Washington. , i 1 i LOT 2 The East 110 feet of the forth 240 feet of the West 430 feet of Lot .Zt', State Plat l in Section 16 TWP. 21 N., R. 4E, W.M., according to the plat recorded in Volume Al of Flats, ,. ,,3 ;;5 page 30, in Kin County, Washington, stb = to easement. for drainage over the Westerly15 {1 � - h, P g feet. t LOT 3 The North 260 feet of Lot 26, State Plat in Section 16 TWP. 21 N., E. 4E, W.M., according . '' ,, ',. 1 to the plat recorded in Volume 41 of Plats, page 30, ir+. King County, Washington. Except ' ' ''t . s i_ the West 430 feet and except that portion of said Lot 26 lying Northeasterly of the arc of a 1 ' ? I circle having a radius of 25 feet which is tangent to the North and East lines of said ;r . ` _x �; , Lot 26, dedicated to King County for road purposes and except that portion of said Lot 26 X x� , '� Econveyed to the State of Washington, under Auditor's File 'o. 5021321. Subject to easement ';t r =i�, 1,- 24 feet in width for ingress, egress and utilities over the Easterly portion of said Lot 26 fx14 r ,', 3 as measured at right angles to the Westerly line of that portion conveyed to the State of tt� 'y Val a Washington, under Auditor's File Mo. 5021321. ti j p O , I =Si4 ' Vircet tv. LOT 4 Tract 26, State Plat in Section 16 TWP. 21 N., R. 4E, W.M., according to the plat @i '§ 3 r ; + . recorded in Volume 41 of Flats, page 30, in King County, Washington, Except that West 320 „ 4�`"�e`3. �, feet and except the North 260 feet and except that portion of said Lot 26 conveyed to the '� wI' State of Washington, under Auditor's File 5021321 lying Southerly of the North 260 feet. ` i "'Net I 3;a, .'1 , Together with an easement for ingress, egress and utilities 24 feet in width over the Easterly ,+ << , ' portion of the North 260 feet of said Lot 26 as measured at right angles to the Westerly line r .- of that portion conveyed to the State of Washington, under Auditor's File No. 5021321, subject t ;r, to easement for drainage over the Westerly 15 feet except the Southerly 40 feet and that portion of Lot 4 lying Southwesterly of a line beginning at a point 15 feet East and 40 feet irq, Map on File in Vault Page 1 of ...../., North of the Southwest corner of Lot 4 and ending at a point on the South line of Lot 4., 80 feet East of the Southwest corner of Lot 4. `z c c.i 4479747 aw pG bid i-' d o s#• 4 ;,, 1 _ :,4,A., I' ' 'L'.-'."7:.' 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J . .. . t:J _ _ s� �twA A Direction: z S z ,t:. ::;,. �a i i Scale: . • 0 ' SO /00 /SO 200 250 � t I 23J0419 RBVlslow Short Plat Net Page 2 of_a_ a taxi[ - �o ' 1 DECLARATION: 1 ,L KNOW ALL MEN By these presents, that we, the undersigned, owners in fee ; simple [and contract purchaser(s) J of the land herein described, do hero- ' , i by revise Short Subdivision Application No. 290049 as re- `i { r: corded under RecordingNo. 8009090741 , Records of .{inL " : E{ County, Washington, and by this Revised Short Subdivision thereof pursu- y'r t -' € ant to RCW 58.17.060 declare this revis.,d short plat to be the graphic "i t \4,-. representation of the same, and that said revised short subdivision isF, 'sf made with the free consent, and in accordance with the desire of the ' ; : 4 ' owners) . . "`'s" :- 4,.. 014. IN WITNESS WHEREOF We have set our hands and seals. x' 4. Holly thwest Development., Ltd. In Name Name :, N :. r O by �L�. , ti. Zs Name David M. Kelley, President\•%.Cfl 5 Name ii,, i. , sca 4 I. i. 0 fix,, 3 Yt Name Name g1 �` 03 t. t, .�y`j'. -` l STATE OF WASHINGTON• �� • ss. I - County of PA A114J.. 4. } 4 IIy On this day personally appeared before me David M. Kelley to me known to be the t ; PL president of the corporation described y toots soknowaxxboc 38erbdct and who executed the wi thin,nd foregoing f L, instrument, and acknowledged that„�k/� signed the same as free and voluntary a act and ;'ted, for the uses and purposes therein mentioned, for and of said con aorat ion, {u�, ' \Y 9,g Xi GIVEN under my hand and official seal this 'y day of ,19 (1. �p At ik.. Notary in an5for the St a of Washington, ';it'` `i c' V; residing at r °° seal n1 r 4 S>; t� ira �s STATE OF W ASH INGTON ) 5� t gQ k Q's ,� , 4,County of r -a v 4 i': On this day personally appeared before me ,y :keg; �? ,`` • to me known to be the individual described in and who executed the within and foregoing { ; �F�1" ` s4' . instrument, and acknowledged that signed the same as free and voluntary ,4P� �` 'k: act and deed, for the uses and purposes therein mentioned. • T4m ° GIVEN under my hand and official seal this day of , 19 �'�ks ¢{ I. Notary Public in and for the State of Washington, f.', $ s¢. ' A residing at :. n a seal ='i I. .a Short Plat Number 260ta! v ako Page 3 of 3 tA�y C ,�• 4 I , 5 `1df,,40 t ' 101P1 _Mr.Mahan October 27,2005 Page 2 4. As proposed,the residents of the proposed units would exit the rear of the dwelling units, directly into a required 10-foot-wide Type III,trees, shrubs, and groundcover landscape area.The proposed new four-plex units are located the minimum setback of 10 feet from the east property line as the 10- foot buffer standards dictate the setback,and the proposed units include rear slider doors adjacent to the ten-foot landscape buffer. In addition,FWCC Section 22-1638(a)(12)requires that ground floor units shall have private outdoor spaces,which exterior spaces are controlled by individual households. The site plan must be revised to meet applicable code requirements for providing ground floor outdoor private areas. I suggest the building depth be reduced,or the buildings be moved west,in order to provide a minimum of five feet depth private area at the rear of the units,which area must be in addition to the ten-foot Type III landscape area along the east property line. 5. The first three comments above are fairly significant site design issues that are related to and reliant upon granting of a landscape modification.As noted in item 7 of the Planning Division comments contained in the January 11,2005 preapplication letter,landscape requirements may be modified by the City pursuant to a written request that addresses the applicable landscape modification criteria in FWCC Section 22-1570.The 11/11/05 Landscape plan by Sadler Barnard and August 31,2005, cover letter do not meet the landscape modification criteria.Dedication of three feet of right-of-way and a six-foot cedar fence does not meet the landscape modification criteria. Please re-visit FWCC Section 22-1570 and address in writing how any requested landscape modifications meet the decisional criteria of FWCC Section 22-1570(b-g). Realistically,the proposed and requested landscape modifications exceed the modification standards of the code, and the site plan will need to be revised accordingly. At best,the City may be able to allow a 25 percent landscape buffer width reduction,per FWCC Section 22-1570(c),along the west property line if the criteria of the code is met.Modification of the required 20-foot-wide front landscape area probably will not meet applicable criteria and will likely not be supported by City staff. I suggest that you have a qualified landscape architect review the site plan and code requirements, and develop an overall landscape plan and landscape modification request that meets the code criteria and is conducive to the proposed residential development. I suggest that you retain the existing eight-inch diameter and seven-inch diameter fir trees in the northeast corner of the site,as a component of any landscape modification request,in accordance with FWCC Section 22-1570(b)(4) (retention of naturally occurring vegetation). In the case where a modification to the landscape standards is being requested, a site specific landscape plan must be developed to support the request and show how the proposal meets the applicable criteria. 6. The existing four-unit complex at the site must include 1,600 square feet of common recreational open space per FWCC Section 22-667 note 2.The site plan does not indicate the location of the common open space for the existing four units.Please identify on the site plan where the 1,600 square feet of recreation area is for the existing four units.Development of the site cannot result in creation of any non-conforming development on the site. 05-104505 • Doc.1.D.33715 F I LE Aii6, CITY OF CITY HALL 33325 Federal Way Feder Avenue South• Box 9718 • Federall Way,WA 98063-971718 (253)835-7000 www.cityofederal wa y.com October 27,2005 Guy Mahan PMB 181 14241 Woodinville-Duvall Road Woodinville,WA 98072 RE: File No.05-104505-000-00-SE;PLANNING DIVISION TECHNICAL REVIEW Mahan Four Units,2237 South 333`d Street,Federal Way Dear Mr.Mahan: This correspondence provides the Planning Division's technical review comments for the State Environmental Policy Act and Process III Site Plan review for the proposed Mahan four-unit development. At this time,the project review has been placed on hold at the City,pending the submittal of additional information identified below. In order for the City to further review the land use applications,please address each of the following comments. It is helpful to the City review staff if you can not only address each comment on the appropriate plans,but also provide a written response identifying how each comment has been addressed in accordance with applicable City code requirements. Please note there are some fairly significant aspects of the site plan that do not meet applicable requirements as proposed.Revisions to the site plan and accompanying plans may result in additional technical review comments as a result of revising the site plan. 1. The proposed parking for the existing four-unit building is proposed within the required 20-foot front yard landscape area per Federal Way City Code(FWCC)Section 22-1566(c)(2).The parking area must be revised and located outside the 20-foot landscape buffer. See additional comments below regarding the requested landscape modification. 2. The existing four units require a minimum of seven parking stalls on site.The proposed site plan shows only the four stalls as discussed in item one above.Please show a total of at least seven on- site parking stalls for the existing four units,designed in accordance with applicable FWCC requirements and dimensional standards. As discussed in item seven of the January 11,2005 preapplication meeting,a minimum of 15 square feet of interior parking lot landscaping must be incorporated into common parking areas. 3. The proposed driveway serving the existing four plex and the proposed four units is located within the required 10-foot perimeter landscape buffer along the west side of the site.The site plan must be revised to locate the driveway outside the 10-foot perimeter buffer area. See additional comments below regarding the requested landscape modification. 41( Mr.Mahan October 27,2005 Page 3 7. The proposed recreation open space plan must be revised/amended to assure a design conducive to recreation. In general,although it is not an optimal recreation area,the City is supportive of developing a basketball court on the fire department hammerhead,to fulfill approximately half of the required open space for the new units.Provide a plan for signage, striping, and design of the basketball court/fire lane,which will result in a functional recreation area,and usable fire apparatus turn-around. I suggest the turn-around be separated and delineated from the main driving aisle by a change in grade such as a mountable rolled curb and pavement marking. 8. Please address comment number nine in the Planning Division section of the January 11,2005 preapplication letter,regarding trash and recycling facilities.The site plan notes that curb-side pick- up will be used;please provide confirmation from Waste Management that this will be an acceptable means of trash disposal for the eight units. 9. Pursuant to FWCC Section 22- 1638(8)a pedestrian walkway six feet in width must be provided adjacent to the access roadway providing a pedestrian connection between all of the units and the public sidewalk on SW 333rd Street.The City may allow reduction of the width of the walkway based on overall design considerations for the site. 10. The landscape plan must be designed with consideration given to the existing storm drainage line along the west property line and sanitary sewer line along the south property line. Specifically,the plan will need to meet the Type III landscape requirements; however,trees cannot be planted over the utility lines. 11. Provide a completed Crime Prevention through Environmental Design(CPTED)checklist as identified in section 8 of the January 11,2005 preapplication letter. 12. Provide a copy of the recorded short plat for the property,KCSP number 8110190295. 13. Address the comments on the enclosed Public Works Development Services memorandum from Ann Dower,dated October 12,2005. 14. Address the comments on the enclosed Traffic Division memorandum from Sarady Long, dated September 28,2005. Please resubmit five sets of any revised plans.If the information requested in this correspondence is not submitted to the City within 180 days of the date of this letter,the pending applications will expire. If you have any questions regarding this letter or your development project,please contact me at 253-835- 2641 or jim.harris@cityoffederalway.com. Sincerely, d . ‘I/s-/s.1rris Senior Planner c: Ann Dower,Engineering Plans Reviewer Sarady Long,Traffic Analyst 05-104505 Doc.I.D.33715 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: September 8, 2005 TO: Will Appleton, Development Services Manager 2 copies Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Greg Brozek, Federal Way Fire Department Geri Walker, Federal Way School District Stacy Flores, Public Safety Officer FROM: Jim Harris FOR DRC MTG. ON: September 22, 2005 FILE NUMBER(s): 05-104505-00-SE and 05-104500-00-UP PROJECT NAME: MAHAN FOUR RESIDENTIAL UNIT ADDITION PROJECT ADDRESS: 2237 S 333RD ST ZONING DISTRICT: RM 2400 PROJECT DESCRIPTION: Proposal to add (2) duplex units to existing parcel with exisitng (4) plex on-site. LAND USE PERMITS: SEPA, Process III PROJECT CONTACT: GUY MAHAN 14241 WOODINVILLE-DUVAL RD 425 486-6801 MATERIALS SUBMITTED: September 5, 2005 Cover Letter from Guy Mahan Preliminary Elevations Preliminary Engineering Plans Preliminary TIR Site Plan Landscape Plan SEPA checklist Site Photos Vicinity Map Title Report 2 Sets mailing envelopes, with map and list RECEIVED MASTER LAND USE APPLICATION SEP 2 2UO DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES �, , V I 0 33530 First Way South CITY OF PO Box 9718 CITY OFEDERAL WAY Federal Way O �e �oo i 001.4, 253-ederal Federal Way00; WAFax253-66i-4129 98063 9718 OSI a /5o S —00 5E 1.1orvv.,rityaffederalway_com APPLICATION NO(S) ‘iii Mizit/64/ Date _ S h I A r Project Name p/4 /Ind fa 1.14, i ' 1 4-i) iro 't) Property Address/Location '2,- -3 ) 5' 3 3 r' Parcel Number(s)— •7 92 e )-® 0` c / Project Description t b -� 1 0 � y �' TO 9 r/al 5 Fo04—p I 'k p4 e / . PLEASE PRINT Type of Permit Required Applicant Annexation �J Binding Site Plan Name: 6/x'r 4- ' '"b! ,nAi c �j s� Boundary Line Adjustment Address: IN—Ai Q' /k1" / L/) le/ /0v woo b -P"4.11// 011 Comp Plan/Rezone City/State: to 0 0 iS /.t)y/, r/e, (4✓'1 Land Surface Modification Lot Line Elimination Zip: Preapplication Conference Phone: 0„„,5-� yal6 - (,g® Process I(Directors Approval) Fax: C ya --L%0 ci Process II(Site Plan Review) Email: 6"pi ly4N' ?o i" S r, Process III(Project Approval) Signature: Process IV(Hearing Examiner's Decision) 6 "--111 /1/1.4-16 Process V(Quasi-Judicial Rezone) Agent (if diffe a than Applicant) /Process VI / SEPA w/Project Name: SEPA Only Address: Shoreline: Variance/Conditional Use City/State: Short Subdivision Zip: Subdivision Phone: Variance: Commercial/Residential Fax: Email: Required Information Signature: • kPA ay®�Zoning Designation Owner 2 Comprehensive Plan Designation Name:) ' )/ aG Value of Existing Improvements Address: City/State: S¶0i U QU Value of Proposed Improvements Zip: Uniform Building Code(UBC): Phone: Fax: Occupancy Type Email: Construction Type Signature: Bulletin#003 —March 3,2003 Page I of I k:\Handouts—Revised\Master Land Use Application CITY OF MEMORANDUM Federal Way Public Works Department DATE: 10/12/05 TO: Jim Harris FROM: Ann Dower salt SUBJECT: MAHAN - (05-104500-00-UP) 2237 S 333RD ST; Public Works Technical Review The information provided on September 2, 2005 has been reviewed. The applicant must address the following comments: SEPA Checklist No Comments Title Report No comments Landscape Plan 1. Required frontage improvements, including street trees, must be shown on this plan. A street tree list is attached. Survey Map 2. The surveyor's stamp and signature must be included on this drawing. Technical Information Report 3. On Page 3, under Core Requirement No.3,please explain how the project meets all of the criteria for Peak Flow Exemption. The 100-year peak flow rate is only part of the criteria. 4. The Stormfilter treatment system must be sized using 7.5 gpm. 5. Please explain how the 0.128 cfs water quality flow (quoted in the Stormwater Management, Inc. estimate) was determined. Site Plan 6. The Sadler Barnard site plan does not match the SDA site plan. Please consolidate all information onto one site plan, or into one set of drawings. 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Z-+c.2 ro2af e,r Ea*Al/to P2 .tfL/n 1310.71 .�u.3o 70 vunry f.ere em�Nry . h A . 8605070407 A ✓_ au .. 0 I .- i /4 4, 7 /' �1- T - R- o d 9 5 /l e/i /c' . 12e (Iowd I'd Li ��- � - �o/®j �'0 z RECEIVED SEP a 2 2005 CITY OF FEDERAL WAY BUILDING DEPT, Guy A.Mahan PMB 181 14241 NE'Woodinville-Duvall Rd. Woodinville,WA 9:3072 September 5,2005 Lori Michaelson City of Federal Way 33325 8th Ave. South Federal Way,WA 98063 RE: File :304-1048 6-00PC Dear Ms„ Michaelson, your explanation of the requirements regarding Per our conversation last Friday and p elevations and the following brief Building Elevatio:ls,please find attached building plan narrative describing how the building elevations and other requirements comply with applicable Community Design Guidelines. The two duplexeE which comprise the Mahan Four Unit addition will l mIndeet in thesign criteria as detailed in the Community Design Guidelines manuarequirements but not limited too are the following;Façade modulation,He dm echanical restrictions,Roof pitch,Exterior materials,and colors,Roof-top and gr ounequipment screen details and Finish materials. The intent is and will be to conform to all building requirements. Sincerely,, 6' 1,4 / Guy A. Mahan RECEIVED SEP 0 2 2005 CITY OF FEDERAL WAY Significant Tree Report BUILDING DEPT. Mahan Four Unit Addition .2' . Number of significant trees on site Number of trees to be retained ---) Number of trees to be replaced _a_ Report revised 9/5/05 )6.)-9-'\ N 4-1 0 O bA cd >. a ® Q HJ o N <Lu 0 CO w c aLu z cn ° o_ Q 1.L1 w j- cc cr) m c U o jl � 3 Mi `( -h5F n _ to kkbI y c— o-- IPa' z, ,0 '{�n'(A.11(`a" 4 t .t. u„ �- - N co°:-p E d. �y� '� € t0'A z , tug 1 1 E 0.40 d�.- 1p N O --' j fvtp �i R (' IA 111. -' Y>n O E-C H ,; ,. ° n ' °. � lei - c c v•d m 4A s '{� ''. h^e . �i ,, ``I l 0 " 2 c = N=2 Ar !11 r ,, : ,,' €.F 1 r eI"e k: Q of c9 co w r. 7 e� ''. a, (n CO -0 m U E••E o E *� � .Gr ,t c mYati E r , x . 1 ill i 4q :,," CO Cr) o c c o 0 ii {" J E rz ,, .€ 5 y'" - - iIt" p cc) c.c N w o L �* 5 x , €" E at fsC : f. 1-10!,;:. n_. co O < .n y o p8 E i� k � '. , SI rs„ .. ,f ,,3 .' lm..-„ s, on N co Q -c y C U ^+ } k� r � r is ^ �' r` N O) .Z m c'_co m 'r3 -.: rn 1�y W l� 4,t h 3 11 t $ G 5 '�kr2:i _' E�O a N 7i N p C al r q� _ bi, i. O, IelrF.4 s � ` .." , er a1 0 oN°y = co Lo p "sae t K. � Nmt nQy to o j tL I aS ell et <4 i, 44 O O O <C � m 3 N v a-) aS 7.. , .s do : r , , ,."g I , Z 8 0 Q cN `oLoEa a e - # krRJadlr ' t 13 _a. >C a a� O)_N-a e cc: a ,. .€a� n .`4-. ,omy pia F'. ` Q N I— -as o•o o a8i aci o z. �� E r- eS w -o >. LP z. �.. -'„ {I `._�- `h1J'I ;,.,_ p, o o c N _ a)a -1-) , . < ", 6 Ub kc ? ^5' > ,rat * a *?- r cZ)Nc@y-aa a AMP t �'� n°� c c c� Mahan Four Residential Unit Addition 1111 I 0 0 . i .s st° ' 0) 4. South 333rd Street tb C C cn 8 Subject Site CD N 4 0 ...„ 42, Vicinity Map DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 CITY OF "� Federal Way WA 98063-9718 4.11 253-835-7000;Fax 253-835-2609 r I WaY www.citvoffederalway.com DECLARATION OF DISTRIBUTION )s 2 1111454 hereby declare, under penalty of perjury of the laws of the State of Washington, that a: d'C Notice of Land Use Application/Action ❑ Land Use Decision Letter ❑ Notice of Determination of Significance ❑ Notice of Public Hearing before the (DS) and Scoping Notice Hearing Examiner ❑ Notice of Environmental Determination ❑ Notice of Planning Commission Public of Nonsignificance (SEPA, DNS) Hearing ❑ Notice of Mitigated Environmental ❑ Notice of LUTC/CC Public Hearing Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Application for Shoreline Management Permit ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ Shoreline Management Permit ❑ FWCC Interpretation ❑ Adoption of Existing Environmental Document ❑ Other was ❑mailed 0 faxed 0 e-mailed and/or 0 posted to or at each of the attached addresses on /d /4( , 2005. ,-gc �S Gd-r u{ /4J 637-11, Project Name •4l ✓) °e-.rxde iI I 0.44 Adeh 170-1 File Number(s) � ' U41.6'00 oP ,. vs-lo t5oS- S Signature Date /0/A`/6)5— K:\CD Administration Files\Declaration of Distribulion.doc/last printed 04/28/2005 12:05 PM Posting Sites: Federal Way City Hall—33325 8th Avenue Federal Way Regional Library—34200 1 S`Way South Federal Way 320th Branch Library—848 South 320th Street 22 37 So,Yh 3)34-2 S144_, CITY OF Federal ay NOTICE OF LAND USE APPLICATION Name: Mahan Four Residential Unit Addition Description: Proposal to construct two new duplex buildings for a total of four new residential units at a parcel of property that is currently developed with a four-plex apartment. Applicant: Guy Mahan 425-486-6801 Location: 2237 South 333`d Street, Federal Way, WA King County tax parcel#797820-0184 Date Application Received: September 2, 2005 Date of Notice of Application: October 15,2005 Date Determined Complete: September 30,2005 Comment Due Date: October 31,2005 Permits Required by this Application: Project Approval (File#05-104500-00-UP)and Environmental Threshold Determination(File#05- 104505-00-SE) Relevant Environmental Documents are Available at the Address Below: X Yes No Development Regulations to be Used for Project Mitigation,Known at this Time: Federal Way City Code(FWCC)Chapter 18, "Environmental Protection;"Chapter 19, "Planning and Development;"Chapter 21,"Surface Water Management;"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 International/Uniform Building,Fire, and Mechanical Codes. The official project file is available for public review at the City Hall Department of Community Development Services(33325 8th Avenue South,PO Box 9718,Federal Way,WA 98063-9718).Any person may submit written comments on the land use application to the Director of Community Development Services by October 31,2005. Only persons who submit written documents to the Director of Community Development Services, or specifically requests a copy of the original decision,may appeal the Director's decision. City Contact: Jim Harris, Senior Planner,253-835-2641 Published in the Federal Way Mirror on October 15,2005. 05-104505 Doc.I . 33574 , , Mahan Four Residential Unit Addition -., ,,,,„ I ___ .. , 0,,,,,: ,..,,,,,,.., ,y I '� ,, 4 04, !..tf.*..:- !I _ ! i 611.,:fil:;:'I" ;gam'' ggear'�o"v.- € s �f qs 4 1 ..� � _,—...� .--_r.. ... . ...>s:, ...,,�.r;.,.. 1 ,.. �4c i.„. .._.._ xo �^ t 4 `o`r_xf9 Subject Site ' Y .~ 'NW VI / 3 _s n s 4k x r;,SE•tor 1.01 F.10 N ° I. us 15,440 I q.• �`era '` P a r s 4 �, .r' * T Vicinity Map DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 CITY OF V"."'"Illftwire Federal Way WA 98063-9718 Federal 1Alay253-835-7000;Fax 253-835-2609 www.cityoffederalway.com DECLARATION OF DISTRIBUTION I, J \ )7\c hereby declare, under penalty of perjury of the laws of the State of Washington, that a: Notice of Land Use Application/Action ❑ Land Use Decision Letter ❑ Notice of Determination of Significance ❑ Notice of Public Hearing before the (DS) and Scoping Notice Hearing Examiner ❑ Notice of Environmental Determination ❑ Notice of Planning Commission Public of Nonsignificance (SEPA, DNS) Hearing ❑ Notice of Mitigated Environmental 0 Notice of LUTC/CC Public Hearing Determination of Nonsignificance (SEPA, MDNS) ❑ Notice of Application for Shoreline Management Permit ❑ Notice of Land Use Application & Anticipated DNS/MDNS ❑ Shoreline Management Permit ❑ FWCC Interpretation ❑ Adoption of Existing Environmental Document ❑ Other was mailed 0 faxed 0 e-mailed and/or 0 posted to or at each of the attached addresses on G 1 y , 2005. Project Name 1, 1 a.F\ Vt)kr (3n,t File Number(s) 0 5 - 'by so D -o P , O S—Ib y s os S Signature C C,rvu- Date - ILi- K:\CD Administration Flles\Declaration of Distribution.doc/Last printed 12/22/2004 3:19 PM AIL 4011111166._se*Ni*re CITY OF Federal VIa NOTICE OF LAND USE APPLICATION Name: Mahan Four Residential Unit Addition Description: Proposal to construct two new duplex buildings for a total of four new residential units at a parcel of property that is currently developed with a four-plex apartment. Applicant: Guy Mahan 425-486-6801 Location: 2237 South 333`d Street, Federal Way,WA King County tax parcel#797820-0184 Date Application Received: September 2, 2005 Date of Notice of Application: October 15, 2005 Date Determined Complete: September 30,2005 Comment Due Date: October 31, 2005 Permits Required by this Application: Project Approval(File#05-104500-00-UP)and Environmental Threshold Determination(File#05- 104505-00-SE) Relevant Environmental Documents are Available at the Address Below: X Yes No Development Regulations to be Used for Project Mitigation,Known at this Time: Federal Way City Code(FWCC)Chapter 18, "Environmental Protection;"Chapter 19, "Planning and Development;"Chapter 21,"Surface Water Management;"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 International/Uniform Building, Fire,and Mechanical Codes. The official project file is available for public review at the City Hall Department of Community Development Services(33325 8th Avenue South,PO Box 9718,Federal Way, WA 98063-9718). Any person may submit written comments on the land use application to the Director of Community Development Services by October 31,2005. Only persons who submit written documents to the Director of Community Development Services,or specifically requests a copy of the original decision, may appeal the Director's decision. City Contact: Jim Harris, Senior Planner, 253-835-2641 Published in the Federal Way Mirror on October 15, 2005. 05-104505 Doc.I . 33574 Mahan Four Residential Unit Addition tit e,�w South 333rd Street CD tip 6 Subject Site Vicinity Map