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04-100506
CITY OF ozek,., Federal August 3, 2004 Mr. Travis Ness Helix Architecture 6021 12"' Street East, Suite 201 Tacoma, WA 98424 PY Way CITY HALL335307 stWay South • PO Box 9718 Federal Way, WA 98063-9718 (253) 661-4000 www. C'tYoffederal way.. com RE: File No: 04-100506-000-00-UP; USE PROCESS III APPROVAL Northshore Retail, 34029 Hoyt Road SW, Federal Way Dear Mr. Ness: The City of Federal Way has completed the administrative review and hereby issues approval of the Proposal to develop a 4,100 square foot retail building with 21 parking stalls, landscaping, stormwater conveyance, detention facilities, and water quality facilities on a 20,000 square foot lot. The site plan application, submitted on February 13, 2004, and revisions submitted on March 23, 2004 and June 24, 2004, is hereby approved per the enclosed Findings For Project �Ipproval. The remainder of this letter outlines future review processes required, gives a brief summary of the process under the Stale Environmental PolicyAcl (SEPA) to date, and Outlines procedures relating to appeals and approval periods for this decision. Additional requirements will be provided as City departments review the building permit (File #04-10I053-00-CO). REVIEW PROCESSES REQUIRED The site is located in a Neighborhood Business (BN) zoning district. Office and Retail uses are permitted in this zone subject to Federal Way City Code (FWCC) Section 22-721, and is reviewed through the Process IiI, ProjeclApproval, process, when SEPA review is required. project approval does not grant license to begin any type of site work. SEPA PROCESS The responsible official of the City of Federal Way issued a Determination of Nonsignifieance (DNS) on July 3, 2004, pursuant to SEPA (File #04-100507-00-SE). The comment period ended on July 19, 2004, '� Street , NE with one written comment received by the City from Mr. and Mrs Jeff Aldrich, 4593 43 Tacoma, WA 98422. The appeal period for the determination was completed on August 2, 20 et with no corrections to the City's initial determination. PROCEDURAL INFORMATION The applicant must begin construction, or submit to the City a complete building permit application for the development activity, within one year after the final decision on the matter, or the decision becomes void. The applicant must substantially complete construction for the development activity within five years after the final decision of the City, or the decision becomes void. An extension may be granted, pursuant to FWCC Section 22-409, through a written request submitted to the Department of Community Mr. Ness August 3, 2004 Page 2 Services (33530 First Way South, PO Box 9718, Federal Way, WA 98063-9718), at least Development 30 days prior to the expiration of the decision. Any person who received a copy of this decision may appeal this decision. The appeal must be in the form of a letter delivered to the Department of Community Development etffectiv Services date of the decision. The and accompanied by the established fee, within 14 calendar y effective date of decision is August 6, 2004. The appal letter Gott lusons of the Dcontain a must ireference matter rectorof Community being appealed and a statement of the factual findings Development disputed by the person filing the appeal. policies, and standards This decision shall not waive complie adr a s performance e witl, future City of Federal Way a d maintenance bonds may be relating to this development. Also, bvi advised that eaust be completed prior to issuance required for the project. Any bands or etheragreements deposit s a o required ed to cover the City's potential expenses, of any related construction permits. A cash degas if necessary, for obtaining and using the proceeds rornitissuance.d. The cash deposit e cash deposit swill be refunded r up to five percent ($100 mtntmum) prior to building permit following satisfactory completion of all bond requirements. se call Jane Gamble, Associate Planner, at 253- you ou have any questions regarding this decision, plea 661-4120. Sincerely, QQ Kathy McC-lun4, Director Community Development Services enc: Findings for Project Approval Redline Landscape Plan Approved Site Plan c: Jane Gamble, Associate Planner Kevin Peterson, l;ngineering plans Rev ie-N er Sarady Long, Traffic Analyst Grant Whitley, Tacoma Water, 3628 South 35'�' Strcet, "facoma, WA 98449-3192 Greg B ozek, Federal Way Fire Department Mr. and Mrs. Jeff Aldrich, 4593 4P Street NE. Tacoma, WA 99422 Mr. and Mrs. Mart: Ramstad, 4565 440, Street NE, Tacoma, WA 98422 Doc. I-D. 28281 04-100506 CITY OF � Federal April 22, 2004 �U CITY HALL Way 33530 1st Way South • PO Box 9718 Federal Way, WA 98063-9718 (253) 661-4000 www.cityoffederalway.com Mr. Travis Ness Helix Architecture 6021 121h Street East, Suite 201 Tacoma, WA 98424 RE: File NO: 04-100506-000-00-UP; Second Request for Technical Information: NORTHSHORE RETAIL; 34029 Hoyt Road SW, Federal Way Dear Mr. Ness: On February 13, 2004, the City of Federal Way Department of Community Development Services received your application to develop a new 4,100 square foot retail building with 20 parking stalls on a 20,000 square foot lot located at 34029 Hoyt Road. On March 9, 2004, the Department of Community Development Services issued a Notice of Complete Application. The following technical comments are based on the revised architectural and civil plans submitted March 23, 2004. In order for the City to continue on your project, the following technical comments must be addressed: The resubmitted site plan is showing the required nine feet of right-of-way dedication; however, it is not labeled on the site plan. Please revise accordingly. 2. It appears that a six-foot deep canopy is proposed along the east fagade. Based on the building's current location on the east property line, this canopy would extend into the right-of-way. According to Kevin Peterson, Engineering Plans Reviewer, no structure can extend beyond the property line. Please revise accordingly. The original submitted site and landscape plans indicated the required five feet of perimeter landscaping along the east property line. The revised site plan now shows the building adjacent to the east property line, with approximately four feet of perimeter landscaping located in the right-of- way. The site and landscape plan must be revised so that the required five feet of perimeter landscaping is located within property lines. 4. The City's March 9, 2004, Notice of Complete Application and Request for Additional Information, item D (4), indicated that landscape islands must be located at the end of all parking rows, specifically at the eastern end of the parking row abutting the public sidewalk. The resubmitted landscape plan shows a five-foot wide planting area to the east of the end -parking row; however, as stated above, a portion of this planting area is located within the right-of-way. Be aware that perimeter landscape requirements cannot be used to satisfy the requirements for landscape islands at the end of parking rows. Please revise accordingly. 5. Please verify that no mechanical rooftop equipment will be visible from the east and west elevations. .,' Mr. Travis Ness Page 2 April 22, 2004 Please be aware that the City has received one written comment and one phone call from adjacent neighbors to the west. Both of these comments concerned potential visual impacts of the development. The submitted landscape plan shows 15 feet of Type I landscaping along the west property line, adjacent to the residential uses to the west. In this area, the applicant has proposed planting Incense Cedars approximately 10 feet on center in a staggered pattern, along with additional Type I landscaping. While this planting will provide complete screening within three years, thus meeting the definition of Type I landscaping, the applicant may consider augmenting the proposed landscaping in this area to help assuage neighbors' concerns. Upon receipt of the requested information, the City will recommence review of your project. Please include the enclosed Resubmittal Information form with any resubmittals. Additionally, please note that technical comment letters from Sarady Long, Traffic Division, and Kevin Peterson, Engineering, will be forthcoming under separate cover. Sincerely, YJ Jane Gamble Associate Planner enclosure c Kevin Peterson, Engineering Review Sarady Long, Traffic Review 04-100506-000-00-UP Doc I.D. 26860 i CITY OF CITY HALL Ak Fe d e ra I Way Feder 1 st Way South • Box 9718 Federal Way, WA 98063-9-9718 (253) 661-4000 www.cityoffederalway.com March 9, 2004 Mr. Travis Ness Helix Architecture 6021 12`" Street East, Suite 201 Tacoma, WA 98424 Re: File #04-100506-00-UP; Notice of Complete Application & Request for Additional Information Northshore Retail; 34029 Hoyt Road SW, Federal Way Dear Mr. Ness: On February 13, 2004, the Department of Community Development Services received your application to develop a new 4,100 square foot retail building with 20 parking stalls on a 20,000 square foot lot at 34029 Hoyt Road SW. Pursuant to the requirements of the Federal Way City Code (FWCC) Section 22-389, the City has 28 days to determine whether an application is complete. COMPLETE APPLICATION Please consider this letter as a Notice of Completeness. Pursuant to the FWCC, the application is deemed complete as of March 4, 2004, based on the submittal requirements for State Environmental Policy Act (SEPA) and Process III project approval. A 120-day time line for reviewing the project has started as of this date. The City has 120 days from the date that an application is deemed complete to take action on the application. However, the 120-day time line can be stopped at any time that the City requests additional information. Having met the submittal requirements pursuant to the FWCC, a Notice of Application will be published in the Federal Way Mirror within 14 days and other public notice will be given based on City procedures. Please refer to the technical comments from the Planning Division identified below, and other comments referenced in the memorandum of various Development Review Committee members (enclosed). With this request for additional information, the 120-day time line is stopped and will recommence 14 days after the City receives the requested information. ADDITIONAL INFORMATION REQUESTED While your application has been determined to meet the completeness criteria identified in FWCC Section 22-33, the following technical items must be addressed in order for the City to continue its review of your proposal: Mr. Travis Ness Page 2 March 9, 2004 A) Required Dedication —Please be aware that the submitted site plan does not provide for the required nine feet of right-of-way dedication along Hoyt Road SW. Please revise the site plan to show the required dedication, as stated in Sarady Long's May 28, 2003, Preapplication Conference Traffic Division memorandum (enclosed). B) Easements — Please provide a copy of the non-exclusive easement for vehicular and pedestrian ingress and egress as created by instruments recorded under Recording Numbers 8910031149, 8910031150, and 9712241904, identified in the submitted title report. C) Color and Materials Board —The submitted exterior materials color board must be augmented with a colored elevation of the project in order for staff to evaluate the design component of the project. Please note that further comments regarding building and materials and colors may be forthcoming after review of this requested information. D) Landscape Plan — Pursuant to FWCC Section 22-1564(fl, at least 25 percent of new landscaping materials (i.e., plants, trees, and groundcover) shall consist of drought -tolerant species. This calculation must be shown on the landscape plan. 2. Pursuant to FWCC Section 22-1564(i), shrubs used in Type III landscaping areas must measure a minimum of 24 inches in height. Please revise accordingly. Pursuant to FWCC Section 22-1567(c), landscape islands shall be a minimum size of 64 square feet and a maximum of 305 square feet. The submitted landscape plan must show the square footage of each landscape island. In addition, pursuant to FWCC Section 22-22-1567(b), 20 feet per parking stall of Type IV surface parking landscape must be provided; this calculation must also be shown on the landscape plan. 4. Pursuant to FWCC Section 22-1567(c), landscape islands must be located at the end of all parking rows. Please revise the site and landscape plan to provide a landscape island at the eastern end of the parking row abutting the public sidewalk. 5. Pursuant to FWCC Section 2271564, all landscaped areas must be planted with groundcover (as a component of all types of required landscaping). Groundcover shall be planted and spaced using a triangular planting arrangement, and to result in total coverage of a landscaped area within three years of planting. No groundcover is provided in the submitted landscape plan. Please revise accordingly. 6. Pursuant to FWCC Section 22-1564(d), all trash enclosures shall be screened from abutting properties by a 100 percent sight -obscuring fence and appropriate landscape screen. The submitted landscape plan shows leatherleaf sedge planted along the south fagade of the proposed garbage enclosure. Please revise to provide greater landscape screening. The west fagade of the garbage enclosure meets this code requirement. E) Community Design Guidelines — Please provide the following information in order for the City to assess design -related issues: File N04-100506-00-UP Doc. M 26256 Mr. Travis Ness Page 3 March 9, 2004 South Facade: The south facade, measuring 120 feet in length, will be visible from Hoyt Road. As such, it is subject to the same screening/modulation requirements of FWCC Section 22-1635(b). While the south facade is providing structural modulation, a second screening/modulation option, as identified in FWCC Section 22-1635(b)(14), is required for this facade. One option would be to continue the proposed canopy along this facade for a length that equals at least 50 percent of the facade length. Staff suggests that the canopy might be effectively extended over the walkway proposed around the south perimeter of the building. Please submit a revised elevation that provides for a second modulation/screening option of your choosing. The back portion of the metal sloping equipment screen on the north elevation appears to be visible from the south elevation. Please provide details of the appearance of the rear of this north facade equipment screen, in that is will be visible from the south. West Facade: The west facade, measuring 35 feet in length, is not visible from a right-of- way or public area, and as such, is exempt from the building articulation and scale requirements. However, pursuant to FWCC Section 22-1565(u), because this facade is greater than 240 square feet in area and is uninterrupted by window, door, or other architectural feature, the facade must either be screened by landscaping or otherwise articulated as identified in FWCC Section 22-1636(2)(a-h). Extending the canopy feature shown on the north facade would be one way to satisfy this requirement. Additional comments from other Development Review Committed Members are enclosed with this letter or will be forthcoming. Please include the enclosed Resubmittal Information form with any resubmittals. Upon receipt of the requested information, the City will continue its review process. The 120-day review clock will begin on the 14ih day following your resubmittal. If you should have any questions regarding this letter or your development project, please feel free to call me at 253-661-4120. Sincerely, 4wow( Jane Gamble Associate Planner enc: Resubmittal Information Form Ann Dower, Public Works, March 5, 2004, Memorandum Sarady Long, Public Works, May 28, 2003, Preapplication Conference Summary Memorandum Mary Young, Lakehaven Utility District, March 4, 2004, Memorandum c: Ann Dower, Engineering Plans Reviewer Sarady Long, Traffic Analyst File File #04--1005064)0-UP Doc. I.D. 26256 �►J Helix architecture MEMO total pages including this page: Date: March 22, 2004 To: Jane Gamble Associate Planner City of Federal Way 33530 1 st Way South _ Federal Way, Washington 98063 Project: Northshore Plaza Retail From: Travis Ness RE: File #04-100506-00-UP; Notice of Complete Application & Request for Additional Information on Northshore Plaza Retail; 34029 Hoyt Road SW, Federal Way Dear Mrs. Gamble; This memo is in response to the request for additional information pertaining the to the Land Use and SEPA review for the Northshore Plaza Retail Project. Your memo is attached, along with revised drawings and support information. Comment "A"; Required dedication - architectural and civil plans have been revised to show the correct street frontage improvement widths. ■ Comment "B"; Easements - a copy of the non-exclusive easement for vehicular and pedestrian ingress and egress has been attached. • Comment "C"; Color and Materials Board - a rendering has been attached showing the colors and materials proposed to be used for this project. • Comment "D"; Landscape plan - all comments have been addressed by the revised landscape plans attached with this memo. • Comment "E"; Community Design Guidelines - • South Facade: the revised elevations show canopies added to this facade for 50% of the overall length of the building. The material for the back of the HVAC screen has been labeled as well. • West Facade: as discussed, the CMU wall has been revised to include horizontal 6021-12th St E banding of split -face and ground -face CMU to add detail to this wall. Suite 201 Tacoma, WA 98424-1376 253.922.9037. T=:,.203-021 340th & Hovr.C?9 - Fr:c. .memo 04-22-04 ON ^t Federai v.', y,c of 253.922.6499. F • Memo From Ann Dower, The civil engineering plans have been revised per discussions with Ann Dower. The attached memos to Ann Dower and Paul Bucich are in response to the original memo and further phone conversations between Ann and the civil engineers for this project. As discussed earlier, comments from Sarady Long are to be faxed to us for review. The Resubmittal Information form has been attached along with revised drawings and above mentioned memos. If I can provide any further information please don't hesitate to call. Sincerely, Travis Ness Hexlix Architecture enc: resubmittal form City of Federal Way Memo dated March 9, 2004 elevation rendering access easement Ann Dower memo Paul Bucich memo revised architectural drawings revised civil drawings revised landscape drawings CITY OF Federal Way March 9, 2004 Mr. Travis Ness Helix Architecture 6021 12`h Street East, Suite 201 Tacoma, WA 98424 CITY HALL 33530 1 st Way South • PO Box 9718 Federal Way, WA 98063-9718 (253)661-4000 www.cityoffederalway.com RECEIVED 1 12004 H-eliX architectwe Re: File #04-100506-00-UP; Notice of Complete Application & Request for Additional Information Northshore Retail; 34029 Hoyt Road SW, Federal Way Dear Mr. Ness: On February 13, 2004, the Department of Community Development Services received your application to develop a new 4,100 square foot retail building with 20 parking stalls on a 20,000 square foot lot at 34029 Hoyt Road SW. Pursuant to the requirements of the Federal Way City Code (FWCC) Section 22-3 89, the City has 28 days to determine whether an application is complete. COMPLETE APPLICATION Please consider this letter as a Notice of Completeness. Pursuant to the FWCC, the application is deemed complete as of March 4, 2004, based on the submittal requirements for State Environmental Policy Act (SEPA) and Process III project approval. A 120-day time line for reviewing the project has started as of this date. The City has 120 days from the date that an application is deemed complete to take action on the application. However, the 120-day time line can be stopped at any time that the City requests Additional information. Having met the submittal requirements pursuant to the FWCC, a Notice of Application will be published in the Federal Way Mirror within 14 days and other public notice will be given based on City procedures. Please refer to the technical comments from the Planning Division identified below, and other comments referenced in the memorandum of various Development Review Committee members (enclosed). With this request for additional information, the 120-day time line is stopped and will recommence 14 days after the City receives the requested information. ADDITIONAL INFORMATION REQUESTED While your application has been determined to meet the completeness criteria identified in FWCC Section 22-33, the following technical items must be addressed in order for the City to continue its review of your proposal: Mr. Travis Ness Page 2 March 9, 2004 A) Required Dedioadon —Please be aware that the submitted site plan does not provide for the required nine feet of right-of-way dedication along Hoyt Road SW. Please revise the site plan to show the required dedication, as stated in Sarady Long's May 28, 2003, Preapplication Conference Traffic Division memorandum (enclosed). B) Easements — Please provide a copy of the non-exclusive easement for vehicular and pedestrian ingress and egress as created by instruments recorded under Recording Numbers 8910031149, 8910031150, and 9712241904, identified in the submitted title report. C) Color and Materials Board —The submitted exterior materials color board must be augmented with a colored elevation of the_project iri, order for staff to evaluate the design component of the project.: Please note that further domments regarding building and materials and colors may be forthcoming after review of this requested information. D) Landscape Plan — 1. Pursuant to FWCC Section 22-1564(fl, at least 25 percent of new landscaping materials (i.e., plants, trees, and groundcover) shall consist of drought -tolerant species. This calculation must be shown on the landscape plan. 2. Pursuant to FWCC Section 22-1564(i), shrubs used in Type III landscaping areas must measure a minimum of 24 inches in height. Please revise accordingly. 3. Pursuant to FWCC Section 22-1567(c), landscape islands shall be a minimum size of 64 square feet and a maximum of 305 square feet. The submitted landscape plan must show the square footage of each landscape island. In addition, pursuant to FWCC Section 22-22-1567(b), 20 feet per parking stall of Type IV surface parking landscape must be provided; this calculation must also be shown on the landscape plan. 4. Pursuant to FWCC Section 22-1567(c), landscape islands must be located at the end of all parking rows. Please revise the site and landscape plan to provide a landscape island at the eastern end of the parking row abutting the public sidewalk. 5. Pursuant to FWCC Section 22-1564, all landscaped areas must be planted with groundcover (as a component of all types of required landscaping). Groundcover shall be planted and spaced using a triangular planting arrangement, and to result in total coverage of a landscaped area within three years of planting. No groundcover is provided in the submitted landscape plan. Please revise accordingly. Pursuant to FWCC Section 22-1564(d), all trash enclosures shall be screened from abutting properties by a 100 percent sight -obscuring fence and appropriate landscape screen. The submitted landscape plan shows leatherleaf sedge planted along the south fagade of the proposed garbage enclosure. Please revise to provide greater landscape screening. The west fagade of the garbage enclosure meets this code requirement. E) Community Design Guidelines — Please provide the following information in order for the City to assess design -related issues: File #04-100506-00-UP Doc. LD. 26256 Mr. Travis Ness Page 3 March 9, 2004 South Facade: The south facade, measuring 120 feet in length, will be visible from Hoyt Road. As such, it is subject to the same screening/modulation requirements of FWCC Section 22-1635(b). While the south facade is providing structural modulation, a second screening/modulation option, as identified in FWCC Section 22-1635(b)(1-4), is required for this facade. One option would be to continue the proposed canopy along this facade for a length that equals at least 50 percent of the facade length. Staff suggests that the canopy might be effectively extended over the walkway proposed around the south perimeter of the building. Please submit a revised elevation that provides for a second modulation/screening option of your choosing. -- The back portion of the metal sloping equipment screen on the north elevation appears to be visible from the south elevation. Please provide details of the appearance of the rear of this north facade equipment screen, in that is will be visible from the south. West Facade: The west facade, measuring 35 feet in length, is not visible from a right-of- way or public area, and as such, is exempt from the building articulation and scale requirements. However, pursuant to FWCC Section 22-1565(u), because this facade is greater than 240 square feet in area and is uninterrupted by window, door, or other architectural feature, the facade must either be screened by landscaping or otherwise articulated as identified in FWCC Section 22-1636(2)(a-h). Extending the canopy feature shown on the north facade would be one way to satisfy this requirement. Additional continents from other Development Review Committed Members are enclosed with this letter or will be forthcoming. Please include the enclosed Resubmittal Information form with any resubnuttals. Upon receipt of the requested information, the City will continue its review process. The 120-day review clock will begin on the 14'h day following your resubmittal. If you should have any questions regarding this letter or your development project, please feel free to call me at 253-661-4120. Sincerely, "�Z� Jane Gamble Associate Planner enc: Resubmittal Information Form Ann Dower, Public Works, March 5, 2004, Memorandum Sarady Long, Public Works, May 28, 2003, Preapplication Conference Summary Memorandum Mary Young, Lakehaven Utility District, March 4, 2004, Memorandum c_ Ann Dower, Engineering Plans Reviewer Sarady Long, Traffic Analyst File File #04-100506-00-UP Doe. LD. 26256 MEMORANDUM .CITY.OF Federal Way DATE: 3/05/04 TO: Jane Gamble FROM: Ann Dower 60- SUBJECr: NORTHSHORE RETAIL - (04-100506-00-UP) 34029 HOYT RD SW; Compieteness/Technical Review Public Works Depattment The information provided on February 13, 2004 is complete for Public Works Department review. The following technical corr'unents must be addressed prior to land use approval: Plans 1. Show the width of Hoyt Road SW and the required nine -foot right-of-way dedication. 2. Provide a cross-section view of required improvements to Hoyt Road SW.11 3. List the impervious area as a percentage of gross area. ✓ how the designated sight distance areas indicated in the title report. Technical Information Report 5. Although the site discharges to two sub -basins, the TIR proposes that all the storm water runoff be routed to-Ersingle basin. The TIR must state how far downstream the two basins merge. If they merge less than 1/4 mile downstream, the proposal may proceed as planned. If they merge further downstream, the applicant must submit an application for a Stormwater Adjustment. 6. The downstream analysis must include a map delineating the flow path for at least one mile downstream of the site. The tributary area both upstream and downstream of the site must be included. City of Federal Way has contour and drainage maps at 1"=100' and 1"=200' scale available for the engineer's use. 7. The off -site drainage system table provided covers only one subbasin, and doesn't appear to follow the one that is proposed for this site's discharge. Provide an analysis of both and clarify where this discharge will be routed. The flow control standard cited in section 4.1.3 of the report is incorrect. The site will be required to meet the Level 1 Flow Control Standard described in the 1998 King County Surface Water Design Manual. 9. Although this doesn't require attention during the land use review, the applicant should be aware that vaults within the parking lot must meet structural stability and loading requirements. Cast -in -place vaults must be designed by a structural engineer and will be reviewed by an outside review agency at additional cost. Pre -cast vaults do not require outside review. CITY OFF t �Qr �l �' 33.30 1 ST WAY SOUTH DATE: May 28, 2003 TO: Deb Barker, Associate Planner FROM: Sarady Long --�efe —) MEMORANDUM Public Works Department SUBJECT: 340TH & HOYT RETAIL - (03-101637-00-PC) 34029 HOYT RD SW This memorandum provides review comments from the Traffic Division on the Hoyt at #40`h Office Retail proposal to construct a one story 3,475 square foot office/retail building with 800 sq. ft. fast food restaurant with drive through. After reviewing the materials submitted and visiting the site, Public Works Traffic Division has the following comments and findings to be addressed prior to developing of the site: Transportation Impact Analysis Federal Way City Code (FWCC) Section 22-1475 authorizes the requirement of Transportation Impact Analyses to identify transportation impacts of development and identify appropriate mitigation measures. The applicants would be expected to contribute pro -rate shares towards TIP projects impacted by more than 10 peak hour trips. Mitigation improvements necessary beyond those identified in the TIP to meet the City's adopted level -of -service standard would be expected to be provided by the applicant. Based on the Institute of Transportation Engineers Trip Generation 6ch Edition, the proposal is_ estimated to generate more than 10 Weekday PM peak hour trips. This exceeds the 10 evening peak hour trip thresholds for requiring a Transportation Impact Analysis (TIA). However, since the project's trips would not impact key intersections by more than 10 trips, a full TIA is not required for the project. Please note, safety and queuing analysis may be needed for the project. ITE Land Use.Code 814 (Specialty Retail) Avg. Trip Rate @ 2.79 PM Peak hour trips per 1,000 sq. ft. = 8 Trips Weekday @ 40.67 trips per 1,000 sq. ft.= 110 trips Weekday Saturday @ 42.04 trips per 1,000sq ft. = 113 Daily trips. ITE Land Use Code 834 (Fast Food Restaurant with Drive through) Avg. Trip Rate @ 33.48 PM Peak hour trips per 1,000 sq. ft. x 0.8 = 27-Trips Pass -by Rate of 50% x 27 = 13 new PM peak hour trips Assuming, the proposed 800 sq. ft. is a fast food restaurant this portion of the project would generate approximately 13 PM Peak hour trips. LAKEr _EVEN UTHATY IBIS __dCT 316271st Avenue South ♦ P. O. Box 4249 ♦ Federal Way, WA 98063 AGENDA OF: ATTN: SUBJECT: COMMENTS: COMMUNITY DEVELOPMENT REVIEW COM1 VITTTEE FOR THE CITY OF FEDERAL WAY March 4, 2004 Ms. Jane Gamble Associate Planner Agenda Item No. 1 -- Northshore Retail ^ 04-100506-00-UP Water: This property is located within the water service area boundary of the City of Tacoma. Sewer: A developer extension agreement will be required to extend mainline sewer facilities to serve the site. Owner should apply separately to the District for this process as soon as possible to avoid delays. in construction. Please allow 3 to 4 months for plan review and approval. A side sewer permit is required. A monitoring manhole is required for all commercial side sewer connections. Owner/Tenants will be required to complete a Sewer Use Survey (SUS); with pretreatment requirements, if any, to be determined upon review of said SUS. General: The District's Capital Facilities Charges are calculated on the basis of Equivalent Residential Units (ERU). Residential equivalency will be estimated based on anticipated water use. A minimum of one (1) full ERU will be assessed. Owner will be required to provide water consumption information from a similar facility or a reliable estimate of the anticipated water use. Actual water consumption will be monitored and additional charges may be assessed within five years of original connection. The District's current Capital Facilities Charge is $2,702/ERU for sewer. SEPA: Construction activities have not been described as required in Section 16.b of the checklist. Utility purveyors also need to be identified in this section. Date: p Mary F./ Y Development Services Supervisor Direct Line: (253) 946-5400 FAX: (253) 529-4081 E-mail: myoung@lakehaven.org AFTER RECORDING MAIL TO: William E. Holt Attorney at Law Gordon, Thomas, Honeywell, et a P.O. Box 1157 Tacoma, WA 98401-1157 �23iqa-i1FATci�� �. Me. I n • Grantor'=' Grantee; Legal Descnption (abbreviated): 'Tract 75. Hanrton'S Half Acres. Vol. 16 28 and ortion Government of 1 S 23, T 21 N. R 3 E Kin Coun , Waslzin on Additional Iegal(s) on page 8. Assessor's Tax Parcel 1D#: 3098900-0385-03 and 308900-0.355-09 Refcrer,ce Nos_ of Documents Released or Assigned; �2003121000176 FIRST AITRICAN EAS 24.00 PAGF001 OF 008 12/1012008 12:38 ICING COUNTY, WA ACCESS EASEMENT AGREEMENT This Declaration of Access Ea.4emeat Agreement is executed as the �" �y Q December 2003, by EBFRTH VENTURES, LLC, a Washington limited liability company ("Declarant") for the 7. benefit of AIEWpcannan and Parcel 3, as deSned below" *Development Group, LLC;; a Washington liu►ited BACKGROUND dompaay Neclarant owns the real property located in Federal Way, King County, Washington, hereinafter referred as Parcels 1 and 2_ These parcels are more particularly described on Exhibit A hereto- Parcel 1 has a fuel station_ and convenience store, and Parcel 2 has a car wash and vacuum building. B. Declarant also owns an adjacent parcel of property, referred to herein as Parcel 3 and legally described on Exhibit A hereto. C. Declarant is in the process of selling Parcel 3 to Alex Spearman or his assif'-s ("Spearman"). Spearman is unwilling to purchase Parcel 3 without the easements described herein. NOW, THEREFORE, for valuable consideration, including the purchase of Parcel 3 by Spearman, Declarant established the following easements and covenants affecting Parcels 1, 2, and 3. AGREEMTNT 1. access Easzmmt. Declarant dots hereby grant to Spearman a nonexclusive easement fQr the- purpose of ingress and egress over and across -'that portion of Parcels 1 and 2 That are not [1240"7 v2.doc] Z00� 3IZI1; NI'vaI S' LS�iI� 9ZRi TL9 C5Z YVd L'9 9T 11009/9Z/Co yy currently being used, or are not hereafter used, for a building, walkways or areas reserved for automobile or truck parking, ?. Ten-morary Construction Easement. Declarant does further hereby grant to Spearman a temporary easement for purposes of constructing a new three lane entranceway &oral Royt Road Southwest onto .Parcel 2. The entrance will be located at the approximate location shown on the drawings attached as Exhibit B hereto. As. part of its construction easement, Spearman will have the right to remove the e.Yistirig fence and wall separating Parcel 3 from Parcel ? and to insert such Iandscaping as Spearman may deem reasonably appropriate. As part of its construction easement. Spearman is also authorized to remove the existing entranceway, curbs, and landscaping and to construct new curbs and Iandscaping in the locations identified on Exhibit B hereto. Spearman will construct the new entranceway, -the abutting curbs, and landscaping in compliance with the applicable requirements of the City of Federal Way and will pave or re -pave the entranceway and the parking lot on Parcel 2 to the extent it has been created or damaged as a result of the construction activities described herein_ Once the construction Im beer. completed and approved-by-dac-applicable officials of the City of federal Way, this construction easement will ternlinate- 3_ Obstructions. Declarant will not permit any buildings to be constructed or permit any obstructions to remain that would interfere with ingress or egress .from the critranceway from Hoyt Road Southwest to Parcel 3- Without limiting the foregoing, no parking will be permitted within this area that night interfere with such access. 4. Maintenance. Once completed, Declarant will maintxr- the access easement areas, at its sole expense. 5. Landscape Easement. Declarant does hereby further grant to Spearman an exclusive easement for the purpose of maintaining the hatched areas shown on Exhibit B abutting Parcel 3. As part of that easement, Spearman may thin or remove trees and shrubs that are currently located or hereafter are located on that easement area and may install and maintain other landscaping as he deems appropriate. 6. No Liens. Spearman agrees that it will not permit any mechanics, materialmen's or other liens against any portion of Parcels 1 and 2 arising by or through Spearman, including those for work or materials used in connection with the construction activities described in paragraph 2 above, and Spearman agrees to indemnify and hold Declarant harmless from the same- 7. Easements Running With tho Land. The easements granted herein and the rights and obligations of the parties hereto shall be binding upon the parties hereto and the properties iderlti fed herein, provided, however, Spearman will have no obligations hereunder if he or his assigns do not purchase Parcel 3. Once Spearman, or his assigns, purchase Parcel 3, the obligations of Spearman will run for the benefit of Parcel 3 and will be binding upon subsequent owners of Parcel 3, It is the intent once Spearman purchases Parcel 3 the covenants contained herein will run with the land in perpetuity. 8. Applicable Law. This Agreement will be governed by and interpreted in accordance with the laws of the State of Washington. Any litigation arising out of or in connection with this Agreement will be conducted in: King'County, Washington. [1240467 v2.U60] -2- WEII. 10I2.2103 EUOe 3IZIZ x5'oI?I31yV ZS2II3 9Z85 TL9 tSZ MI ES:91: MVZZ/to 9. Successors and Assigns. This Agreement will be binding upon and inure to the benefit of the successors and assigns of the respective parties. Recording a deed or conveyance of any property identified herein will constitute an agreement by the new owner that the provisions of this Agreement are accepted and ratified and binding upon, the new owner. The prior owner shall thereafter be fully released from all obligations and liabilities imposed or arising after the conveyance. 10. Waiver. No delay in exercising any right or remedy of any of the parties hereunder shall constitute a waiver thereof, and no waiver of the breach of any provision of this Agreement shall be construed as a waiver of preceding or succeeding breach of the same or any other covenant or condition of this Agreement, 11. Readings. The headings in this Agreement are for convenience only and do not in any way limit or affect the terms and -provisions hereof. 121. sevzrz�bi'sirv. If any term, cavrnarnr or condition o. this Agreement is ?geld to be. invalid or unenforceable in any respect, such invalidity or unmforceability shall not affect any other provision hereof and this Agreement shall be construed as if such invalid or unenforceable provision had never been contained herein. 13. Entire Easement. This Agreement and all exhibits attached hereto is the entire agreement of the parties with respect to the subject matter contained hereof, and all prior understandings and agreements of the parties relating thereto are merged herein. This Agreement may not be modified in any manner whatsoever except by written instrument signed by all of the parties. Grantor: EBSERTH VENTURES, LLC, a Washington limited liability company By: Its: AO 7-7;J Grantee: SPEARMAN DEVE GROUP, LLC, a, ida at a ty company BY. Alex Spe , -its Manager [1240467 v2.Aoa] roo [2 TIszs NVDIHaXv ISHId 9Z85 TL9 C5Z yVd f: 9T b00Z/ZZ/SO t STATE OF WASH NGTON ) ss. County of King ) I certify that I know or havc sativfaotory evidence that Raymond A , E€zerth is the parson who appeared bcfore me, and said person acknowledged that he signed this mstru nca ort oath stated that he is authorized to execute the instrument and m1mowiedged it as the ManecLing partner of EBERTH VEN7 RES, I.LLC, a Washington limited liability company, to be the free and voluntary act of such party for the uses arad purposes n=tioned in the imstm=ent. DATED this 2nd day of December pQa, eed -;yS1fl141'p-4�I�r Patz zcia R . a �1G7ARl• �, : �i (TyDe/PrintName) u i Notary Public in and for the S to Washington, : J$L G residing at Redmond ►+'� y'-.. 9_2_06 •' My Appointment Expires: y STATE OF WASUINGTON ) ss_ County of I certify that I know or have satisfactory evidence that ALEX SPEARMAN is the person who appeared before mc, and said parson acknowlcdged that be signed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes m�entioned in' the iniimmen- -'- - DATEla this 23 day of (Jr --4AA(--- 2003_ by N. Aso �/i��. /�^ �i�.Sd �► . PUBOOIp Z �X 7-4-2007 �a OF [1240467 Q.dejc) ype nn ame) Notary Public in anti for the State of Washington, residing at My Appointnlmr Expires:_ 7 !Y-ZG4 -1 _ -4- YIM . L0/2Zl03 2001� aaij, mvoium isai3 9982 7L9 C29 XVd i'2:9T t009/99/C0 STATE OF WASHNCTTON } SS. County of PIERCE } I certify thm i know or have sadsfactozy evidence that Aleunder A. Spearman is the person who appeared before me, and said person acknowledged that he signed this iustrnment, on oath stated that (he islsha is Ahoy are) authorized to execute the iml3=eut and aclmowledgcd it as the Manager of Spe m32n DCvelopmeut Group, -LLC- to be the free -- and -saluntary act of-scaehpart;.laz,11W uses and purposea mentioned in this bsmanmt — DATED, December 9, 2003 N�imj(ryped or printed): ' iYQT 4itY P d rar tine of Wasbingran �Eappoftmm= expires: JA�tN I)AV%50" ��TAI� �PUtiB� �o STATE �€�s COM�MII SjC) 2006 0 900Em allIL NVOIUMV ISHId 9Z85 TL9, m: T mg/ZZ/E0 EXHIBIT A Legal Descripiiona Parcel 1- - Lot 1 of Hoyt koad Chevron Binding Site Plan, recorded —S-eptemoer 25;-2007 u` cTeir R=dFdingNo:70D1'Q925MT905, in - ---- - - - King -County, Nashington. Parcel 2: Lot 2 of Hoyt Road Chevron Binding Site Plan, recorded September 25, 2001 under recording No. 20010925001806, in King County, Washington. Parcel 3! The North 100 feet of Tract 75 of Hannon's Half Acres, measured along the East line of said Tract 75, according to the plat recorded in Volume 16 of Plats at Page 28, in King County, Washington. [12&Qd57 v2_uoc] L00Q� d'IZII NVDIUaWV ISUId 9z8S- r-,9 �9Z -Fd fi 79T `000Z/ZZ/CO Project Memo TO: Ann Dower, Public Works Department City of Federal Way FROM: Matt Weber, PE, AHBL DATE: 03/18/04 PROJECT: Northshore Plaza Retail Center OUR FILE NO.: 203517.10 _- SUBJECT: Response Memo to Completeness/Technical Review Below is a list of our responses to your Completeness/Technical Review Memo to Jane Gamble of the City of Federal Way, dated March 5, 2004. Plans: 1. The plans have been revised to show the width of Hoyt Road SW and the required 9-foot ROW dedication (see sheets C3.0 and C4.0). 2. A cross-section view of Hoyt Road has been added to sheet C4.1. 3. The impervious area as a percentage of the gross are has been added to sheet C1.0. 4. We are unsure of what you are referring to as the sight distance areas indicated in the title report. We have designed the site to be free from sight distance obstructions that would interfere with ingress and egress from the driveway entrance at Hoyt Road SW. Technical Information Report: 5. The Technical Information Report has been revised to address this item. 6. The Technical Information Report has been revised to address this item. 7. The Technical Information Report has been revised to address this item. 8. Per our discussions with you, we have attached a memo to you and Mr. Paul Bucich describing the options for controlling stormwater runoff from this site. Please review the memo and inform us of the City's final decision on this item. 9. A structural design of the cast -in -place detention/sand filter vault is included with this submittal. 10. Noted. TACOMA 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 253.383.2422 TEL 253.383.2572 FAX www.ahbLcom k:\civil\yr_2003\203517\517memo-dowe r_031904. doc Mnr17 Vq MUN ul:5d FM HELIX ARCHITECTURE FAX:2539226499 Ax otMk. FederalWay DATE: 3105/04 TO: Jane Gamble FROM: Ann Dower'' SUBJECT: NORTHSHORE RETAIL - (04-100506-00-UP) 34029 HOYT RD SW; Completeness/Technical Review PAGE 2 1 MEMORANDUM Public Works DePartment The information provided on February 13, 2004 is complete for Public Works Department review. The following technical comments must-be-addressedprior to land use approval: Plans � 1 ��«� n---c s W,�r)-,� o(d1r.e4L(w A. T�,-9 �U\VDisi4k� 1. Show the width -of Hoyt Road $W and the required nine -foot rig4t-of-way dedication.' E" �eII�2�� 1-� a•k 2. Provide a cross-section view of required improvements to Hoyt Road S'W'." er.4~V e ) 3. List the irnpm. ous area as a percentage of gross area. DV .A k 5i•�o 4. Show the designated sight distance areas indicated in the title report. Technical )f -formation Renort 5. .AJthoughE the site discharges to two sub -basins, the TIR proposes that all the storm water runoff be routed to -&-single basin. The TIR must state how far downstream the two basins merge. If they merge less than'/4 mile downstream, the proposal may proceed as planned. If they merge further downstream, the applicant must submit an application for a Stormwater Adjustment. 6. The downstream analysis must include a map delineating the flow path for at least ones' - mile downstream of the site. The tributary area both upstream and downstream of the site must be included. City of Federal Way has contour and drainage maps at 1 "W 100' and 1"=200' scale available for the engineer's use. 7. The off -site drainage system table provided covers only one subbasin, and doesn't appear V w to follow the one that is proposed for this site's discharge. Provide an analysis of both and J -.Ck- clarify where this discharge will be routed. I S. The flow control standard cited in section 4.1.3 of the report is incorrect. The site will be - required to meet the Level 1 flow Control Standard described in the 1998 King County Surface Water Design Manual, l � t, 5. i kLk 9. Although this doesn't require attention during the land use review, the applicant should be aware that vaults within the parking lot must mcet structural stability and loading, v requirements. Cast -in -place vaults must be designed by a structural engineer and will be reviewed by an outside review agency at additional cost. Pre -cast vaults do not require outside review_ 03/15/04 MON 14:08 [TX/RX NO 77891 ,ull� 1.) ulr ,nwv V1;70 rin MLLIA RhUMITECTUAE FAX;2539226499 PAGE 3 10. For your information, the City has recently approved . hei use of Compost Leaf.Filters with a.pfesettiing device as a sta�.xd-alazie option to meet the Resource Stream Protection Menu. SEPA Chec Wst 11. B.3.c. L ]Describe source of runof'and where storm water runoff will flow, including Joe's Creels. The answer provided belongs in section d, along with a statement about control measures. 12. B.14c, The site plan does not show 20 new parking spaces. This answer should match the site plan, 03/15/04 MON 14:08 [T%/R% NO 77891 Helm arcnifleCTUre MEMO total pages including this page:2 Date: May 10, 2004 To: Kevin Peterson Engineering Plans Reviewer City of Federal Way 33530 1 st Way South = Federal Way, Washington 98063 Project: Northshore Plaza Retail From: Travis Ness RE: File #04-100506-00-UP; Technical Review Comments/Request for Additional Information, 34029 Hoyt Road SW, Federal Way Dear Mr. Peterson; This memo is in response to the request for additional information pertaining the to the Land Use and SEPA review for the Northshore Plaza Retail Project. Your memo is attached, along with revised drawings and support information. • Comment #1: Sight Distance and View Easement issues; a. The building has been moved to the west to clear the view and sight distance easement by approximately 1'-0". b. While the building itself clears the easement, the canopy along the east facade does overhang into the easement. A traffic engineer is reviewing this as requested and _.analysis will be provided to the City as soon as it is available. C. Per conversation with Jane Gamble on 05-06-04 landscaping will be allowed in the easement area. Trees will be limbed to allow sight distances. • Comment #2: Sight Distance and View Easement on site plan; Sheet A001 attached shows the location of the sight distance and view easement. • Comment #3: City's Traffic Division March 18, 2004 memo; a. Attached is the updated Traffic Impact Analysis for the project. Within this analysis our engineer supports the design of the full access driveway. In. The current street light has been shown relocated at the southeast corner of this site. c. Vehicle storage length for both developments at the driveway has been provided. 6021-12th St E 6021 Sj2t $0 Suite Ucloma, WA Tacor% J41376 98424-1376 253.9Qj379T337 . T 253.9�- §WA99 F P:� 03-021 Northshore Plaza\09 Correspondence memo 05-10-04 04, of edaral iJa;.dot • Comment #4: Summit Ash Street Trees; Summit Ash street trees have been specified as 2" caliper. Section 22-1564 General Landscaping Requirements - All Zones, paragraph (g) states trees should be at least 1.5" caliper. Please advise if the larger size is required. Comment #5: Flow control for this project is being revised per your memo to AHBL pertaining to the building permit review and will be submitted under that review letter. I believe this answers all comments from your review letter. The Resubmittal Information form has been attached along with revised dravyings and the above mentioned memo. If I can provide any further information please don't hesitate'to call. Sincerely, Travis Ness Hexlix Architecture enc: resubmittal form City of Federal Way Memo dated April 27, 2004 architectural site plan A001 cc: Jane Gamble, Associate Planner, City of Federal Way file CITY OF Federal April 27, 2004 Mr. Travis Ness Helix Architecture 6021 12th Street E, Suite 201 Tacoma, WA 98424 CITY HALL Way 33530 1st Way South • PO Box 9718 Federal Way, WA 98063-9718 (253)661-4000 www.cityoffederalway.com RE: Permit #04-100506-000-00-UP; Technical Review commentsJrequest for additional information— Northshore Retail 34029 Hoyt Rd SW Dear Mr. Ness, This letter is in response to the March 25, 2004 material submittal for the above -referenced project. The following items must be addressed, prior to final Land Use Approval: 1) Several items included in the current (March 25, 2004) plans are affected by the existing Sight Distance and View Easement (included in the Title Report, King County Recording Number 8608220362): a. No obstructions are allowed in the sight distance easement that are higher than 2-feet above the adjacent (Hoyt Road) roadway centerline. The building must be moved to the west, out of the Sight Distance and View Easement. b. The eastern building canopy and/or roof overhang cannot encroach into the Hoyt Road right-of-way, nor should it encroach within the sight distance easement. However, due to the height of the canopy and roof overhang, this may not be an issue within the Sight Easement. An engineer, licensed in the State of Washington, can provide a sight -distance analysis to address this issue. c. In order to adhere to limited -height obstructions within the Sight Easement, as noted in the Sight Distance Easement language, the landscaping within that easement may need to be modified. 2) The above -referenced sight distance easement should be shown on the site plan. 3) Per the City's Traffic Division March 18, 2004 memo: a. The existing Gas Station driveway on Hoyt Road SW is restricted to right-in/out and left -in with no left -out. The submitted site plan shows this driveway as full access. This is incorrect. Please revise the plan to show left -out restriction. b. A Streetlight is needed on Hoyt Road, and should be shown on the site plan. c. Adequate vehicle storage length should be provided at the driveway. At a minimum, storage pocket should be 50'. Mr. Ness April 27, 2004 Page 2 4) The Summit Ash Street trees must be 2 1/2" caliper. 5) In response to the March 18, 2004 memo from Matt Weber of AHBL, Option # 1, proposed to utilize the Northshore Chevron detention system, will not be allowed. Flow Control for this project will need to be provided on -site. Please address these items (including the items as required in Jane Gamble's April 22, 2004 letter), and include in your next re -submittal for this project. Additional Technical Review comments regarding the building permit application will be sent directly to the Engineer. If you have any questions, please call me at (253) 661-4037. Sincerely, Kevin Peterson Engineering Plans Reviewer KP:su cc: Matt Weber, P.E., AHBL, 2215 N 30"' Street, Suite 300, Tacoma WA 98403 Jane Gamble, Associate Planner Sarady Long, Traffic Engineer Project File Day File I: \csdc\dots\save\12662937079. doc CITY OF Federal Way DATE: March 18, 2004 TO: Jane Gamble FROM: Sarady Long SUBJECT: NORTHSHORE RETAIL - (04-100506-00-UP) 34029 HOYT RD SW MEMORANDUM Public Works Department The information provided on February 17, 2004 is complete for Public Works Traffic Division review. The following technical comments must be addressed prior to land use approval: 1. Provide land use break -down and trip generation for each proposed use. Ifmore than 10 trips impact key intersections, a TIA would be required. Show right-of-way dedication of 9' along the property frontage on Hoyt Road SW 3. Streetlight is needed on Hoyt Road and should be shown on the site plan. The existing Gas Station driveway on Hoyt Road SW is restricted to right-in/out and left -in L/ with no left -out. The submitted site plan shows this driveway as full access. This is incorrect. Please revise the plan to show left -out restriction. Adequate storage length should be provided at the driveway. At a minimum, storage pocket should be 50'. L:\CSDC\DOCS\SAVE\9627720021.DOC E7 {-' NO P" 0 V L R\ r i V Q 00 . V) ` y I :. 0 z z 1 w H P-4 it A V , Lj HEATH & ASSOCIATES, INC. Transportation and Civil Engineering HOYT RETAIL TRAFFIC IMPACT ANALYSIS FEDERAL WAY, WA RESUBMITTED MAY 1 1 2004 Prepared for: Helix Architecture c/o Bruce McKean 6021 12th Street East Fife, WA 98424 MAY 2004 I 2214 Tacoma Road • Puyallup, WA 98371 • (253) 770-1401 • Fax (253) 770-1473 HOYT RETAIL TRAFFIC IMPACT ANALYSIS TABLE OF CONTENTS I. Introduction..................................................................................................................3 II. Project Description.......................................................................................................3 III. Existing Conditions......................................................................................................3 IV. Future Traffic Conditions.............................................................................................9 V. Conclusions and Mitigation........................................................................................14 Appendix LIST OF TABLES 1. Existing Level of Service .............................................................................................8 2. Trip Generation............................................................................................................9 3. Future Level of Service..............................................................................................10 LIST OF FIGURES 1. Vicinity Map & Roadway System................................................................................4 2. Site Plan ........................................................................................................................5 3. 2004 Existing PM Peak Volumes.................................................................................7 4. Trip Distribution & Assignment................................................................................11 5. 2005 PM Peak Volumes Without Project...................................................................12 6. 2005 PM Peak Volumes With Project........................................................................13 2 W HOYT RETAIL TRAFFIC IMPACT ANALYSIS I. INTRODUCTION This study serves to investigate traffic impacts related to the accesses of the proposed Hoyt retail building. The primary goals of this study concentrate on the assessment of existing roadway conditions and intersection congestion, forecasts of newly generated project traffic, and estimations of future delay. Preliminary tasks include the collection of roadway information, road improvement information, and peak hour traffic counts. A detailed level of service analysis of the existing volumes is then made to determine the present degree of congestion on the network. Based on this analysis, forecasts of future traffic levels on the surrounding street system are determined. Following this forecast, the future service levels for the key intersections are investigated. As a final step, applicable conclusions and possible mitigation measures are defined. II. PROJECT DESCRIPTION The proposed project is a single story, 4,100 square foot building consisting of 1,400 square feet of a teriyaki restaurant and the remaining 2,700 square feet as specialty retail. The building is located in the Federal Way just northeast of the Tacoma. The project site is located on the west side of Hoyt Road and south of 340th Street by one parcel. Access is to be provided by an existing driveway on the neighboring gas station property and revamped from right in/right out to full service. The driveway will also be relocated southerly from its current location. Nearby land uses are mostly retail developments with residential to the south and away from Hoyt Road. Figure 1 on the following page shows the site location and roadway map while Figure 2 shows the site plan and access configuration for the office project. IIL EXISTING CONDITIONS A. Surrounding Street Network The street network serving the proposed project consists of a variety of roadways. Primary streets serving the site are two-lane arterials and multi -lane state routes. Characteristics for most roadways vary with respect to lane widths, grades, speeds, and function. Differences are based on specific roadway designations and proximity to major employment areas to the north. The major roadways and arterials surrounding the site are listed and described on page 6. 5Y5TEM 9GURE I J HEATH & ASSOCIATES, INC Transportation and Civil Engineering I South 340th Street is an east -west arterial that lies north of the project and has a posted speed limit of 35 mph. Lanes are 11 to 12 feet wide, and shoulders are curb/gutter/sidewalk. Grades in the vicinity are level to rolling with 5 percent slopes. At the intersection with SR-99, 348th Street becomes SR- IS. Hoyt Road is a north -south arterial which lies to the east of the project. The posted speed limit along this road is 35 mph, while lane widths are each approximately 11 to 12 feet. A two-way left -turn lane is also available. The treatment adjacent to the street are sidewalk/curb sections or gravel shoulders. Grades are generally level along the corridor with slopes ranging from 0 to 2 percent. B. Roadway Improvements A review of the 2004 to 2009 City of Federal Way Road Improvement Program does not indicate any projects scheduled in the project vicinity. The majority of Federal Way's TIP projects focus nearer the downtown core C. Peak Hour Volumes Field counts for this study were taken during the evening peak period between the hours of 4 PM and 6 PM. The PM peak hour was used for analysis purposes since it generally represents the worst case scenario for most commercial developments with respect to traffic conditions. This is primarily due to the common 8 AM to 5 PM work schedule and the greater number of recreation and shopping trips associated with the late afternoon period. Workers typically return home during the same general time period of the day, which results in a natural peak in evening traffic when combined with traffic oriented toward the project. Shown in Figure 3 are the weekday PM peak hour volumes for the primary intersections of Hoyt/340th St and the existing access/Hoyt. D. Level of Service Description Existing peak hour delays were determined using the Highway Capacity Manual. ' Capacity analysis is used to determine level of service (LOS) which is an established j measure of congestion for transportation facilities. LOS is defined for a variety of facilities including intersections, freeways, arterials, etc. A complete definition of level of service and related criteria can be found in the HCM. The methodology for determining the LOS at signalized intersections strives to determine the volume to capacity (v/c) ratios for the various intersection movements as well as the average control delay for those movements. Delay is generally used to measure the degree of driver } discomfort, frustration, fuel consumption, and lost time. Control delay, in particular, J includes movements at slower speeds and stops on intersection approaches as vehicles move up in queue position or slow down upstream of an intersection. Aside from the overall quantity of traffic, three specific factors influence signalized intersection LOS. _ r These include the type of signal operation provided, the signal phasing pattern, and the specific allocation of green time. W J I J HEATH & ASSOCIATES, INC Transportation and Civil Engineering 2004 EX15TING PM PEAK VOLUME5 FIGURE 3 The methodology for determining the LOS at unsignalized intersections strives to determine the potential capacities for the various vehicle movements and ultimately determines the average total delay for each movement. Total delay is described as the elapsed time from when a vehicle stops at the end of a queue until the vehicle departs from the stop line. Average total delay is simply the mean total delay over the entire stream. A number of factors influence potential capacity and total delay including the availability/usefulness of gaps. The range for intersection level of service is LOS A to LOS F with the former indicating the good conditions and the latter indicating the worst conditions with heavy control delays. Detailed descriptions of intersection LOS are given in the 2000 Highway Capacity Manual. Existing LOS is shown in Table 1. Level of service calculations were made using the Signal 2000 computer analysis program for the signalized intersection and HCS-2000 for the access. TABLE 1 Existing Level of Service Intersection Control Geometry LOS Delay Hoyt/340th St Signal Southbound B 17.2 Westbound C 26.1 Northbound C 23.9 Eastbound B 12.0 Overall C 21.2 Access/Hoyt Stop Eastbound B 12.8 Northbound A 8.5 As shown in the table, only moderate to low delays are currently found at the key intersection approaches. E. Non -Motorist Traffic Volumes Observations for pedestrian and bicycle activities were made at several road segments serving the site. Minor amounts of non -motorist activity were noted during peak hour counts and during other visits to the area. Based on the location of the proposed development in relationship to areas that might attract non -motorist traffic, some pedestrian traffic may be expected along the area roadways but will most likely be minimal. 8 J F. Transit Service The 187 route of Metro Transit serves the site via Hoyt Road. For a conservative analysis, no trip reductions were used in forecasting future traffic conditions due to transit service. See King County Metro schedule for details on route stops and times. G. Sight Distance at Access Driveways An examination of the proposed access driveways was made to determine whether adequate entering and stopping sight distance could be provided for inbound and outbound project traffic. A minimum entering sight distance of 445 feet is typically required for a 40 mph design speed assuming an eight second viewing time. Based on general field reviews, the newly located access on Hoyt Road will have adequate sight distance with no major obstacles and will be further situated from 340th Street than currently exists. IV. FUTURE TRAFFIC CONDITIONS A. Trip Generation Trip generation is used to determine the magnitude of project impacts on the surrounding street system. This is usually denoted by the specific number of trips, which enter or exit a site during a designated time period. Generation data was taken from the well-known Institute of Transportation Engineers publication Trip Generation, Sixth Edition. The specific land uses for this site are Specialty Retail Center (LUC 814) and High Turnover (Sit Down) Restaurant (LUC 832). ITE average rates were used as directed by the City of Federal Way. Table 2 below gives a summary of project traffic for the project. Average Daily Traffic and AM and PM peak hour volumes are given. TABLE 2 Project Trip Generation 1, 400 sf 2,700 sf Total Time Period Restaurant Specialty Retail Volume AWDT 182 vpd 110 vpd 292 vpd AM Peak Inbound 7 vph 0 vph 7 vph AM Peak Outbound 6 vph 0 vph 6 vph AM Peak Total 13 vph 0 vph 13 vph PM Peak Inbound 9 vph 3 vph 12 vph PM Peak Outbound 6 vph 4 vph 10 vph PM Peak Total 15 vph 7 vph 22 vph 9 B. Trip Assignment and Distribution The destination and origination of future project traffic primarily dictates how trips will disperse at nearby intersections. Trips generated by the project are expected to follow the general pattern shown in Figure 4 on the following page. The distribution is based on the traffic volumes of the adjacent roadway, Hoyt Road. C. Future Traffic Volumes The owners of the project anticipate a completion date for the build out of this project by 2005. The year 2005 was used as the horizon study year. Future 2005 traffic volumes without the project were derived by applying a 2.3 percent annual growth rate to the volumes of Figure 3. The 2.3 percent rate is an anticipated rate provided by the City of Federal Way and is based on modeling, anticipated growth in regional land development, and traffic patterns. Future 2005 PM peak hour volumes without the project are shown in Figure 5. Future 2005 PM peak hour volumes with Hoyt Retail traffic included are shown in Figure 6. D. Future Level of Service The results of the future level of service analysis are given in Table 3 shown below. These results were again determined using the Signal 2000 and HCS-2000 analysis programs. TABLE 3 2005 Level of Service Delays given in Seconds Per Vehicle Without Project With Proiect Intersection Control Geometry LOS Delay LOS Delay Hoyt/340th St Signal Southbound C 21.8 C 21.6 Westbound C 26.3 C 26.7 Northbound C 26.4 C 26.5 Eastbound B 15.9 B 16.1 Overall C 23.5 C 23.7 Shared Access/Hoyt Stop Eastbound B 12.9 B 14.0 Northbound A 8.5 A 8.6 As shown in the table, the addition of project traffic is expected to have little effect on project delays. 10 N INBOUND PM PEAK VOWME5 = 12 VPM OUTBOUND PM PEAK VOWME5 = 10 VPH HEATHti ASSOCIATES, Lill TRIP D15TRI13UTION AND A551GNMENT FIGURE 4 N HEATH & ASSOCIATES, INC 2005 PM PEAK VOLUME5 WITHOUT PROJECT Transportation and Civil Engineering FIGURE 5 HEATH & ASSOCIATES, INC Zoos PM PEAK VOLUMES WITH PROJECT Transportation and Civil Engineering FIGURE 6 J V. CONCLUSIONS AND MITIGATION The Hoyt Retail project is located on the west side of Hoyt Road and southerly of 340th Street. The project consists of a total 4,100 square feet of space to be used for a teriyaki restaurant and specialty retail. Roughly 292 daily trips would be created on a typical weekday of which approximately 22 trips are expected into and out of the site during the PM peak hour. During the AM peak hour, 13 total trips are expected to be generated. Pedestrian/bicyclist traffic along the both Hoyt and 340th Street is presently minor to moderate. Transit service is provided adjacent to the site via route 187 of Metro Transit. Future delay conditions in the area are outlined in Table 3. With added project -related trips, only minor increases in intersection delay would be realized at the nearby 340th/Hoyt intersection and at the entrance and Hoyt Road. The access is proposed to be located across Hoyt from a small neighborhood commercial area. The availability of accessing directly to 340th Street via the gas station will allow on -site existing and new traffic to balance. Based on the above, the following mitigations are proposed: 1. Restripe Hoyt Road in front of the project access to provide two way left turn capabilities for the entrance. 2. Reconstruct the existing entrance serving the gas station to the south and provide for full movements. 14 __J 1 HOYT RETAIL TRAFFIC IMPACT ANALYSIS APPENDIX LEVEL OF SERVICE The following are excerpts from the 2000 Highway Capacity Manual - Transportation Research Board Special Report 209. Quality of service requires quantitative measures to characterize operational conditions within a traffic stream. Level of service (LOS) is a quality measure describing i operational conditions within a traffic stream, generally in terms of such service measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Six LOS are defined for each type of facility that has analysis procedures available. Letters designate each level, from A to F, with LOS A representing the best operating conditions and LOS F the worst. Each level of service represents a range of operating conditions and the driver's perception of those conditions. Level -of -Service definitions The following definitions generally define the various levels of service for arterials. Level of service A represents primarily free -flow operations at average travel speeds, usually about 90 percent of the free -flow speed for the arterial classification. Vehicles are seldom impeded in their ability to maneuver in the traffic stream. Delay at signalized intersections is minimal. Level of service B represents reasonably unimpeded operations at average travel speeds, usually about 70 percent of the free -flow speed for the arterial classification. The ability to maneuver in the traffic stream is only slightly restricted and delays are not bothersome. Level of service C represents stable operations; however, ability to maneuver and change lanes in midblock locations may be more restricted than in LOS B, and longer queues, adverse signal coordination, or both may contribute to lower average travel speeds of about 50 percent of the average free -flow speed for the arterial classification. Level of service D borders on a range in which small increases in flow may cause substantial increases in approach delay and hence decreases in arterial speed. LOS D may be due to adverse signal progression, inappropriate signal timing, high volumes, or some combination of these. Average travel speeds are about 40 percent of free -flow speed. Level of service E is characterized by significant delays and average travel speeds of one- third the free -flow speed or less. Such operations are caused by some combination of adverse progression, high signal density, high volumes, extensive delays at critical intersections, and inappropriate signal timing. 16 J Level of service F characterizes arterial flow at extremely low speeds, from less than one- third to one -quarter of the free -flow speed. Intersection congestion is likely at critical signalized locations, with long delays and extensive queuing. These definitions are general and conceptual in nature, and they apply primarily to uninterrupted flow. Levels of service for interrupted flow facilities vary widely in terms of both the user's perception of service quality and the operational variables used to describe them. For each type of facility, levels of service are defined based on one or more operational parameters that best describe operating quality for the subject facility type. While the concept of level of service attempts to address a wide range of operating conditions, limitations on data collection and availability make it impractical to treat the full range of operational parameters for every type of facility. The parameters selected to define levels of service for each facility type are called "measures of effectiveness" or "MOE's", and represent available measures that best describe the quality of operation on the subject facility type. Each level of service represents a range of conditions, as defined by a range in the parameters given. Thus, a level of service is not a discrete condition, but rather a range of conditions for which boundaries are established. The following tables describe levels of service for signalized and unsignalized intersections. Level of service for signalized intersections is defined in terms of average control delay. Delay is a measure of driver discomfort, frustration, fuel consumption and lost travel time, as well as time from movements at slower speeds and stops on intersection approaches as vehicles move up in queue position or slow down upstream of an intersection. Level of service for unsignalized intersections is determined by the computed or measured control delay and is determined for each minor movement. Signalized Intersections -Level of Service Control Delay per Level of Service Vehicle (sec) A <10 B >10and <_20 C >20 and <_35 D > 35 and _<55 E >55 and :580 F > 80 17 Unsignalized Intersections - Level of Service Level of Service A B C D E F Average Total Delay per Vehicle (sec) <_10 >10and <_15 >15and <_25 > 25 and <_35 > 35 and :550 > 50 As described in the 2000 Highway Capacity Manual, level of service breakpoints for all - way stop controlled (AWSC) intersections are somewhat different than the criteria used for signalized intersections. The primary reason for this difference is that drivers expect different levels of performance from distinct kinds of transportation facilities. The expectation is that a signalized intersection is designed to carry higher traffic volumes than an AWSC intersection. Thus a higher level of control delay is acceptable at a signalized intersection for the same level of service. AWSC Intersections - Level of Service Level of Service A B C D E F Average Total Delay per Vehicle (sec) <_10 >10and<_15 >15and <_25 >25and <_35 >35and <_50 > 50 18 Summary of Trip Generation Calculation For 1.4 Th.Gr.Sq.Ft. of High Turnover (Sit -Down) Restaurant May 04, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 130.34 43.77 1.00 182 7-9 AM Peak Hour Enter 4.82 0.00 1.00 7 7-9 AM Peak Hour Exit 4.45 0.00 1.00 6 7-9 AM Peak Hour Total 9.27 7.46 1.00 13 4-6 PM Peak Hour Enter 6.52 0.00 1.00 9 4-6 PM Peak Hour Exit 4.34 0.00 1.00 6 4-6 PM Peak Hour Total 10.86 9.83 1.00 15 AM Pk Hr, Generator, Enter 7.16 0.00 1.00 10 AM Pk Hr, Generator, Exit 7.46 0.00 1.00 10 AM Pk Hr, Generator, Total 14.62 10.49 1.00 20 PM Pk Hr, Generator, Enter 10.66 0.00 1.00 15 PM Pk Hr, Generator, Exit 8.72 0.00 1.00 12 PM Pk Hr, Generator, Total 19.38 14.39 1.00 27 Saturday 2-Way Volume 158.37 0.00 1.00 222 Saturday Peak Hour Enter 12.60 0.00 1.00 18 Saturday Peak Hour Exit 7.40 0.00 1.00 10 Saturday Peak Hour Total 20.00 16.54 1.00 28 Sunday 2-Way Volume 131.84 0.00 1.00 185 Sunday Peak Hour Enter 10.15 0.00 1.00 14 Sunday Peak Hour Exit 8.31 0.00 1.00 12 Sunday Peak Hour Total 18.46 13.74 1.00 26 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1997. TRIP GENERATION BY MICROTRANS Summary of Trip Generation Calculation For 2.7 T.G.L.A. of Specialty Retail Center May 04, 2004 Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2-Way Volume 40.67 13.70 1.00 110 7-9 AM Peak Hour Enter 0.00 0.00 1.00 0 7-9 AM Peak Hour Exit 0.00 0.00 1.00 0 7-9 AM Peak Hour Total 0.00 0.00 1.00 0 4-6 PM Peak Hour Enter 1.11 0.00 1.00 3 4-6 PM Peak Hour Exit 1.48 0.00 1.00 4 4-6 PM Peak Hour Total 2.59 1.74 1.00 7 AM Pk Hr, Generator, Enter 3.08 0.00 1.00 8 AM Pk Hr, Generator, Exit 3.33 0.00 1.00 9 AM Pk Hr, Generator, Total 6.41 0.00 1.00 17 PM Pk Hr, Generator, Enter 2.81 0.00 1.00 8 PM Pk Hr, Generator, Exit 2.12 0.00 1.00 6 PM Pk Hr, Generator, Total 4.93 0.00 1.00 13 Saturday 2-Way Volume 42.04 13.97 1.00 114 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2-Way Volume 20.43 10.27 1.00 55 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 0.00 1.00 0 Sunday Peak Hour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1997. TRIP GENERATION BY MICROTRANS Heath & Associates Inc. Transportation Division 2214 Tacoma Road Puyallup, WA 98371 HOYT RD SW 340TH ST f Southbound W estbour Start Time Right I Thru Left Right I Thru Factor 1.0 1.0 1.0 1.011 1.0 04:00 PM 14 40 21 38 114 04:15 PM 26 39 16 27 104 04:30 PM 32 32 25 26 119 04:45 PM 19 54 18 32 139 Total 91 165 80 123 476 05:00 PM 23 38 19 29 138 05:15 PM 30 43 17 30 148 05:30 PM 32 53 23 35 138 05:45 PM 42 32 24 23 161 161 _ Total 127 166 83 117 585 Grand Total 218 331 163 240 1061 Apprch % 30.6 46.5 22.9 13.9 61.7 Total % 4.9 7.5 3.7 5.4 24.0 File Name : untitled1 Site Code : 00002069 Start Date : 02/05/2004 Page No : 1 Printed_- Unshifted V HOYT RD SW 340TH ST SW Northbound Eastbound Left Right Thru Left Ri ht I Thru Left Int. Total 1.0 1.0 1.0 1.0 1.0 50 35 29 31 24 73 11i 480 56 41 38 37 16 68 10j 478 48 43 35 45• 29 96 15' 545 48 50 34 27 80 ; 561 202 169 _ 13a _49_ 162J 96 317 _11 471 2064 64 45 32 48 17 77 7 537 60 47 50 46 35 72 11 589 47 52 57 67 32 85 20 641 47 49 50 24 99 16 598 218 193 _31 170 211 108 3- 3 3 54T 2365 4201 362 306 373j 204 650 101 4429 24.4 34.8 29.4 35.8 21.4 68.1 10.6 9.5 8.2 6.9 8.4 4.6 14.7 2.3 HRD SW Out In Total "Thru 59 '+ ID T 05. *�-aO V.C. c,p ~ N NOfth ? ? V3 n 1 = C °0 m 2 -} 512004 4:00;00 PM 4 o F 512004 5:45:00 PM 0 c j UrkshIfted N �� O tD +-1Lefl TIv Rl ht 373 30B 362 955 t041 1996 Out In Total HOYT R€} SW Heath & Associates Inc. Transportation Division 2214 Tacoma Road Puyallup, WA 98371 i HOYT RD SW 340TH ST SW HOYT RD SW Southbound Westbound Northbound Start Time _ Right LTIru LLeft App Total Right I Thru Left App. Total Right Thru Left Peak Hour From 04:00 PM to 05:45 PM - Peak 1 of 1 Intersection 05:00 PM Volume 127 166 83 376 117 585 218 920 193 170 211 Percent 33.8 44.1 22.1 12.7 63.6 23.7 33.6 29.6 36.8 05:30 32 53 23 108 35 138 47 220 52 57 67 Volume Peak Factor High Int. 05:30 PM 05:15 PM 05:30 PM Volume 32 53 23 108 30 148 60 238 52 57 67 Peak Factor 0.870 0.966. File Name : untitled1 Site Code : 00002069 Start Date : 02/05/2004 Page No : 2 340TH ST SW Eastbound APP. Right I Thru Left APP• ; Int. Total Total-_ Total 574 108 333 54 495 2365 21.8 67.3 10.9 176 32 85 20 137641 0 922 05:45 PM 176 24 99 16 139 0.815, 0.890 HOYT RD SW Out In Total 341 717 127 166 83 R ht Le 1 L+ ° T 6 North fO N= r t215P2DD4 5:00:00 PM i z r ~ 512004 5:45:00 PM o - C? UmMed C 0�1 Y � C HE F+ Left Thru Riaht 211 170 193 492 574 1066 Out In Total HOYT RD SW Heath & Associates I nc. Transportation Division 2214 Tacoma Road File Name : untitled1 Puyallup, WA 98371 Site Code : 00002069 Start Date : 05/03/2004 Page No : 1 Groups Printed- Unshifted HOYT RD SW HOYT RD SW ENTRANCE Southbound Northbound Eastbound —� Start Time Right Thru Left Right Thru Left Right Thru Left I Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 8 116 0 0 113 7 6 0 0' 250 04:15 PM 15 106 0 0 114 2 10 0 1 248 04:30 PM 10 126 0 0 111 4 14 0 1 266 04:45 PM 10 99 0 0 126 7 10 0 2 254 Total 43 447 01 0 464 20 j as 0 4 1018 05:00 PM 9 112 0 0 124 3 5 0 1 254 05:15 PM 8 127 0 0 140 3 4 0 0 282 05:30 PM 6 101 0 0 162 3 4 0 1 277 05.45 PM 7 99 0 0 133 0 5 0 0 244 - Total 3D 439 0 0 559 9 18 0 2 1057 Grand Total 73 886 0 0 1023 29 58 0 6 2075 Apprch % 7.6 92.4 0.0 0.0 97.2 2.8 90.6 0.0 9.4 Total % 3.5 42.7 0.0 0.0 49.3 I 1.4 2.8 0.0 0.3 WRDSW Out In Total 1029 9S 1988 73 888 Right Thru 4 1 o� Uj m North x e a:00:00 IM 5:45:00 PM w tK i ` ur>shitted 0 T Left Thru Out 1n Total 1{O'rf W HOYT RD SW Southbound Start Time Right Thru FLeft Peak Hour From 04:00 PM to 05:45 PM - Peal Intersection 04:45 PM Volume 33 439 0 Percent 7.0 93.0 0.0 05:15 Volume 8 127 0 Peak Factor High Int. 05:15 PM Volume 8 127 0 Peak Factor Heath & Associates Inc. Transportation Division 2214 Tacoma Road Puyallup, WA 98371 File Name : untitled1 Site Code : 00002069 Start Date : 05/03/2004 Page No : 2 HUY I KU bVV I CN I KANL.t Northbound I Eastbound App' Right Thru Left App' Right I Thru Left Total _. Total of 1 472 0 552 16 568: 23 0 4 0.0 97.2 2.8 85.2 0.0 14.8 135 0 140 3 1431 4 0 0 05:30 PM 04:45 PM 135 0 162 3 165� 10 0 2 0.874 0.861 HOYT Out In Total ® 472 1 1028 33 439 Right Thru *j 1 �n I T w � � North ; 2 cl�' — -- n z 04 4:45:00 PM 530:00 PM En'sf>i[fed � g v O 4-1 I Left Thru iB 552 462 56B 1030 Out In Total HQYT App' Int. Total Total 27 1067 4 282 0.946 12 0.562 HOYT RETAIL 340TH STREET & HOYT ROAD EXISTING PM PEAK HOUR VOLUMES SIGNAL2000/TEAPAC[Ver 1.10.101 - HCM Input Worksheet Intersection # 0 - i I I II i 127 1 166 1 83 II 112.0 1 12.0 1 12.0 11 1 1 -- ------------- I/ I \ ----`�54 12.0 1 / ------------------- 333 12.0 1 -- ------------------- 108 12.0 1-------------------- \ I I I Heavy veh, %HV Pk-hr fact, PHF Pretimed or Act Strtup lost, 11 Ext eff grn, e Arrival typ, AT --------------- Ped vol, vped Bike vol, vbic Parking locatns Park mnvrs, Nm Bus stops, NB Grade, %G \ I 05/04/04 11:52:55 Area Location Type: NONCBD Key: VOLUMES -- > I WIDTHS v LANES -------------------- 117 0.0 0 ------------------- 585 12.0 1 ------------------- 218 12.0 1 / --------------- I I I I 1 II 211 I 170 1 193 1 II 12.0 { 12.0 112.0 1 II 1 1 1 1 1 1 II I l I SB RT TH LT 1.0 1.0 1.0 .87 .87 .87 A A A 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 -------------- 0 NO 0 1 .0 WB RT TH LT 1.0 1.0 1.0 .97 .97 .97 A A A 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 -------------- 0 NO 0 0 .0 Phasing: NB RT TH LT 1.0 1.0 1.0 .82 .82 .82 A A A 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 -------------- 0 NO 0 1 .0 /I\ I I North I SEQUENCE 15 PERMSV N Y N Y OVERLP N N N N LEADLAG LD LD EB RT TH LT 1.0 1.0 1.0 .89 .89 .89 A A A 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 -------------- 0 NO 0 0 .0 Sq 15 1 Phase 1 1 Phase ^2 1 Phase 3 1 Phase 4 1 Phase 5 1 Phase 6 1 **/** --------------------------------_-------------------------------------------------- I+++ I I ^ I I I I I I v I ****I ++++1 ++++1 I 1 I I 1++++ v I v I++++ v I f I North 1 <* ++>I I 1++++> I I I I I *++ I I 1++++ I I ! 1 *++ I 1 I v I I I ----- - --- - - -- --------- - ---- - C= 60"1 G= 17.1" I G= 5.1" I G= 0.0" 1 G= 25.8" 1 G= 0.0" 1 G= 0.0" I I Y+R= 4.0" I Y+R= 4.0" I Y+R= 0.0" I Y+R= 4.0" 1 Y+R= 0.0" I Y+R= 0.0" I HOYT RETAIL 340TH STREET & HOYT ROAD EXISTING PM PEAK HOUR VOLUMES SIGNAL2000/TEAPAC[Ver 1.10.101 - HCM Volume Adjust & Satflow Worksheet Volume SB Adjustment RT TH LT Volume, V 102 166 83 Pk-hr fact, PHF .87 .87 .87 Adj my flow, vp 117 191 95 Lane group, LG RT TH LT Adj LG flow, v 117 191 95 Prop LT, PLT .000 .000 1.00 Prop RT, PRT 1.000 .000 .000 Saturation ,SB Flow Rate RT TH LT Base satflo, so 1900 1900 1900 Number lanes, N 1 1 1 Lane width, fW 1.000 1.00 1.00 Heavy veh, fHV .990 .990 .990 Grade, fg 1.000 1.00 1.00 Parking, fp 1.000 1.00 1.00 Bus block, fbb .996 1.00 1.00 Area type, fa 1.000 1.00 1.00 Lane util, fLU 1.000 1.00 1.00 Left -turn, fLT 1.000 1.00 .571 Right -turn, fRT .850 1.00 1.00 PedBike LT,fLpb 1.000 1.00 1.00 PedBike RT,fRpb 1.000 1.00 1.00 Local adjustmnt 1.000 1.00 1.00 Adj Satflow, s 1593 1881 1074 Prot LT fLT Prot LT Satflo 05/04/04 11:52:55 WB NB EB RT TH LT RT TH LT RT TH LT 117 585 218 193 170 211 83 333 54 .97 .97 .97 .82 .82 .82 .89 .89 .89 121 603 225 235 207 257 93 374 61 RT+TH LT RT TH LT RT TH LT 724 225 235 207 257 93 374 61 .000 1.00 .000 .000 1.00 .000 .000 1.00 .167 .000 1.000 .000 .000 1.000 .000 .000 WB NB EB RT TH LT RT TH LT RT TH LT 1900 1900 1900 1900 1900 1900 1900 1900 1 1 1 1 1 1 1 1 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 .990 .990 .990 .990 .990 .990 .990 .990 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 .996 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 .377 1.000 1.00 .597 1.000 1.00 .155 .975 1.00 .850 1.00 1.00 .850 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1834 709 1593 1881 1123 1599 1881 292 .000 .950 .000 .000 .950 0 1787 0 0 1787 HOYT RETAIL 340TH STREET & HOYT ROAD EXISTING PM PEAK HOUR VOLUMES SIGNAL2000/TEAPAC[Ver 1.10.101 - HCM Capacity and LOS Worksheet Capacity Analysis Lane group, LG Adj Flow, v Satflow, s Lost time, tL Effect green, g Grn ratio, g/C LG capacity, c v/c ratio, X Flow ratio, v/s Crit lane group --------------- Permitted Phases Adj Flow, v Satflow, s Lost time, tL Effect green, g Grn ratio, g/C LG capacity, c v/c ratio, X Flow ratio, v/s Crit lane group --------------- Sum crit v/s,Yc Crit v/c, Xc Delay and LOS Lane group, LG Adj Flow, v LG capacity, c v/c ratio, X Grn ratio, g/C Unif delay, dl Incr calib, k Incr delay, d2 Queue Delay, d3 Unif delay, dl* Prog factor, PF Contrl delay, d Lane group LOS Final Queue,Qbi --------------- Appr delay, dA Approach LOS Appr flow, vA --------------- Intersection: SB RT TH LT RT TH LT 117 191 95 1593 1881 1074 4.0 4.0 4.0 17.1 17.1 17.1 .286 .286 .286 455 537 307 .257 .356 .309 .073 .102 .088 WB RT TH LT RT+TH LT 724 151 1834 1787 4.0 4.0 25.8 5.1 .430 .085 788 151 .919 1.00 .395 .084 * of Compound Left Turns -------------- 0.658 .822 SB RT TH LT RT TH LT 117 191 95 455 537 307 .257 .356 .309 .286 .286 .286 16.5 17.0 16.8 .11 .11 .11 .3 .4 .6 .0 .0 .0 .0 .0 .0 1.00 1.00 1.00 16.8 17.4 17.4 B B B 0 0 0 -------------- 17.2 B 403 -------------- Delay 21.2 74 709 .0 29.8 .496 352 .210 .104 NB RT TH LT RT TH LT 235 207 257 1593 1881 1123 4.0 4.0 4.0 17.1 17.1 17.1 .286 .286 .286 455 537 321 .516 .385 .801 .148 .110 .229 * Total lost, L 12.0 WB RT TH LT RT+TH LT 724 225 788 503 .919 .447 .430 .581 16.1 6.9 .44 .11 15.8 .6 .0 .0 .0 .0 1.00 1.00 31.9 7.5 C A 0 0 26.1 C+ 949 -------------- LOS C+ NB RT TH LT RT TH IT 235 207 257 455 537 321 .516 .385 .801 .286 .286 .286 18.0 17.2 19.8 .12 .11 .34 1.0 .5 13.5 .0 .0 .0 .0 .0 .0 1.00 1.00 1.00 19.0 17.7 33.3 B B C 0 0 0 -------------- 23.9 C+ -------------- 699 05/04/04 11:52:55 EB RT TH LT RT TH LT 93 374 61 1599 1881 1787 4.0 4.0 4.0 25.8 25.8 5.1 .430 .430 .085 687 808 151 .135 .463 .404 .058 .199 .034 * 0 292 4.0 25.8 .430 125 .000 .000 EB RT TH IT RT TH LT 93 374 61 687 808 276 .135 .463 .221 .430 .430 .514 10.4 12.2 10.5 .11 .11 .11 .1 .4 .4 .0 .0 .0 .0 .0 .0 1.00 1.00 1.00 10.5 12.6 10.9 B+ B+ B+ 0 0 0 -------------- 12.0 B+ 528 HOYT RETAIL 340TH STREET & HOYT ROAD EXISTING PM PEAK HOUR VOLUMES SIGNAL2000/TEAPAC[Ver 1.10.10] - Evaluation of Intersection Performance Intersection # 0 - . ------------------------------------------------- Sq 15 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 **/** ------------------------------------------------- 1+++ 1 I I AI /!\ I<+ + +> 1 I <++++! <****1 I I v IA ****I ++++1 ++++1 I I 1++++ v I v I++++ v I North I <* + +>I 1 I++++> 1 I I *++ 1 I I++++ ! 1 *++ I I I v I ------------------------------------------------- I G/C=0.286 I G/C=0.085 I G/C=0.000 I G/C=0.430 I I G= 17.1" I G= 5.1" 1 G= 0.0" 1 G= 25.8" 1 I Y+R= 4.0" 1 Y+R= 4.0" 1 Y+R= 0.0" 1 Y+R= 4.0" 1 1 OFF-- 0.0% 1 OFF=35.2% I OFF=50.4% I OFF=50.4% I ------------------------------------------------- C= 60 sec G= 48.0 sec = 80.0% Y=12.0 sec = 20.0% MVMT TOTALS Param:Units AdjVol: vph Wid/Ln:ft/# g/C Rqd@C:% g/C Used: % SV @E: vph Svc Lvl:LOS Deg Sat:v/c HCM Del:s/v Tot Del:min # Stops:veh Queue l:veh Queue 1: ft APPR TOTALS Param:Units AdjVol: vph Svc Lvl:LOS Deg Sat:v/c HCM Delis/v Tot Del:min # Stops:veh Queue l:veh Queue 1: ft 05/04/04 11:52:55 Ped= 0.0 sec = 0.0% SB Approach WB Approach NB Approach EB Approach Int RT TH LT RT TH LT RT TH LT RT TH LT Total 117 191 95 121 603 225 235 207 257 93 374 61 2579 12/1 12/1 12/1 0/0 12/1 12/1 12/1 12/1 12/1 12/1 12/1 12/1 11 14 13 0 42 0 19 15 28 9 24 0 29 29 29 0 43 8 29 29 29 43 43 8 455 537 307 0 788 503 455 537 321 687 808 276 5674 ---------------- ----- ----------------------------------- ----- B B B C A B B C B+ B+ B+ C+ 0.26 0.36 0.31 0.00 0.92 0.45 0.52 0.38 0.80 0.14 0.46 0.22 0.58 16.8 17.4 17.4 0.0 31.9 7.5 19.0 17.7 33.3 10.5 12.6 10.9 21.2 8 14 7 0 96 7 19 15 36 4 20 3 229 23 38 19 0 171 32 49 42 60 14 67 8 523 3 5 2 0 24 4 6 5 8 2 8 1 24 72 120 61 0 600 106 159 132 213 45 209 28 600 Int SB Approach WB Approach NB Approach EB Approach Total 403 949 699 528 2579 ---------------------------------------------------------- ----- B C+ C+ B+ C+ 0.32 0.81 0.58 0.38 0.58 17.2 26.1 23.9 12.0 21.2 29 103 70 27 229 80 203 151 89 523 5 24 8 8 24 120 600 213 209 600 HOYT RETAIL 340TH STREET & HOYT ROAD 2005 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL2000/TEAPAC[Ver 1.10.101 - HCM Input Worksheet Intersection # 0 - . I I I I I 130 1 170 1 85 11 112.0 1 12.0 { 12.0 II 1 1 1 1 1 11 I I I I I \ --------------- 55 -12.0 1 / ------------------- 341 12.0 1 -- ------------------- 110 12.0 1-------------------- \ 1 I 1 05/04/04 11:56:30 Area Location Type: NONCBD Key: VOLUMES -- > I WIDTHS v LANES -------------------- 120 0.0 0 -------------------- /I\ 598 12.0 1 i ----------------------- I 223 12.0 1 North II 216 1 174 I 197 I Phasing: SEQUENCE 15 II 12.0 112.0 { 12.0 I PERMSV N Y N Y II 1 I 1 I 1 I OVERLP N N N N II I I I LEADLAG LD LD SB WB NB EB RT TH LT RT TH LT RT TH LT RT TH LT Heavy veh, %HV- 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Pk-hr fact, PHF .87 .87 .87 .97 .97 .97 .82 .82 .82 .89 _89 .89 Pretimed or Act A A A A A A A A A A A A Strtup lost, 11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Ext eff grn, a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival typ, AT 3 3 3 3 3 3 3 3 3 3 3 3 - Ped vol, vped 0 0 0 0 Bike vol, vbic 0 0 0 0 Parking locatns NO NO NO NO Park mnvrs, Nm 0 0 0 0 Bus stops, NB 1 0 1 0 Grade, %G .0 .0 .0 .0 ------------------------------------------------------------------------- Sq 15 I Phase 1 I Phase 2 I Phase 3 I Phase 4 I Phase 5 I Phase 6 I **/**------------------------------------------------------------------------- 1+++ I I l I I I + + + { I ++++I ****I I I /1\ I<+ + +> I I <++++1 <****I 1 1 I 1 v 1 ****I ++++1 ++++{ I I I I I++++ v I v 1++++ v North { <* + +>I i 1++++> 1 I I I *++ I I I++++ I I I I *++ I I I v ------------------------------------------------------------------------- C= 90"I G= 30.8" I G= 5.2" I G= 0.0" I G= 42.0" I G= 0.0" I G= 0.0" I I Y+R= 4.0" I Y+R= 4.0" I Y+R= 0.0" I Y+R= 4.0" I Y+R= 0.0" I Y+R= 0.0" I HOYT RETAIL 340TH STREET & HOYT ROAD 2005 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL2000/TEAPAC[Ver 1.10.101 - HCM Volume Adjust & Satflow Worksheet Volume SB Adjustment RT TH LT Volume, V 105 170 85 Pk-hr fact, PHF .87 .87 .87 Adj my flow, vp 121 195 98 Lane group, LG RT TH LT Adj LG flow, v 121 195 98 Prop LT, PLT .000 .000 1.00 Prop RT, PRT 1.000 .000 .000 Saturation SB Flow Rate RT TH LT Base satflo, so 1900 1900 1900 Number lanes, N 1 1 1 Lane width, fW 1.000 1.00 1.00 Heavy veh, fHV .990 .990 .990 Grade, fg 1.000 1.00 1.00 Parking, fp 1.000 1.00 1.00 Bus block, fbb .996 1.00 1.00 Area type, fa 1.000 1.00 1.00 Lane util, fLU 1.000 1.00 1.00 Left -turn, fLT 1.000 1.00 .546 Right -turn, fRT .850 1.00 1.00 PedBike LT,fLpb 1.000 1.00 1.00 PedBike RT,fRpb 1.000 1.00 1.00 Local adjustmnt 1.000 1.00 1.00 Adj satflow, s 1593 1881 1027 Prot LT fLT Prot LT Satflo 05/04/04 11:56:30 WB NB EB RT TH LT RT TH LT RT TH IT 120 598 223 197 174 216 85 341 55 .97 .97 .97 .82 .82 .82 .89 .89 .89 124 616 230 240 212 263 96 383 62 RT+TH LT RT TH LT RT TH LT 740 230 240 212 263 96 383 62 .000 1.00 .000 .000 1.00 .000 .000 1.00 .168 .000 1.000 .000 .000 1.000 .000 .000 WB NB EB RT TH LT RT TH IT RT TH LT 1900 1900 1900 1900 1900 1900 1900 1900 1 1 1 1 1 1 1 1 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 .990 .990 .990 .990 .990 .990 .990 .990 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 .996 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 .384 1.000 1.00 .569 1.000 1.00 .115 .975 1.00 .850 1.00 1.00 .850 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1834 723 1593 1881 1071 1599 1881 216 .000 .950 .000 .000 .950 0 1787 0 0 1787 HOYT RETAIL 340TH STREET & HOYT ROAD 2005 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL2000/TEAPAC[Ver 1.10.101 - HCM Capacity and LOS Worksheet Capacity SB WB Analysis RT TH LT RT TH LT Lane group, LG RT TH LT RT+TH LT Adj Flow, v 121 195 98 740 103 Satflow, s 1593 1881 1027 1834 1787 Lost time, tL 4.0 4.0 4.0 4.0 4.0 Effect green, g 30.8 30.8 30.8 42.0 5.2 Grn ratio, g/C .342 .342 .342 .467 .057 LG capacity, c 545 644 351 856 103 v/c ratio, X .222 .303 .279 .864 1.00 Flow ratio, v/s .076 .104 .095 .404 .058 Crit lane group Permitted Phases of Compound Left Turns Adj Flow, v 127 Satflow, s 723 Lost time, tL •0 Effect green, g 46.0 Grn ratio, g/C .511 LG capacity, c 370 v/c ratio, X .343 Flow ratio, v/s .176 Crit lane group Sum crit v/s,Yc 0.684 Total lost, L Crit v/c, Xc .789 Delay and LOS Lane group, LG Adj Flow, v LG capacity, c v/c ratio, X Grn ratio, g/C Unif delay, dl Incr calib, k Incr delay, d2 Queue Delay, d3 Unif delay, dl* Prog factor, PF Contrl delay, d Lane group LOS Final Queue,Qbi --------------- Appr delay, dA Approach LOS Appr flow, vA --------------- Intersection: SB RT TH LT RT TH LT 121 195 98 545 644 351 .222 .303 .279 .342 .342 .342 21.1 21.7 21.5 .11 .11 .11 .2 .3 .4 .0 .0 .0 .0 .0 .0 1.00 1.00 1.00 21.3 22.0 22.0 C+ C+ C+ 0 0 0 -------------- 21.8 C+ 414 -------------- Delay 23.5 WB RT TH LT RT+TH LT 740 230 856 473 .864 .486 .467 .569 21.4 11.5 .39 .11 9.2 .8 .0 .0 .0 .0 1.00 1.00 30.6 12.3 C B+ 0 0 26.3 C+ 970 LOS C+ NB RT TH LT RT TH LT 240 212 263 1593 1881 1071 4.0 4.0 4.0 30.8 30.8 30.8 .342 .342 .342 545 644 366 .440 .329 .719 .151 .113 .246 * 12.0 NB RT TH LT RT TH LT 240 212 263 545 644 366 .440 .329 .719 .342 .342 .342 22.9 21.9 25.8 .11 .11 .28 .6 .3 6.7 .0 .0 .0 .0 .0 .0 1.00 1.00 1.00 23.5 22.2 32.5 C+ C+ C 0 0 0 -------------- 26.4 C+ -------------- 715 05/04/04 11:56:30 EB RT TH LT RT TH LT 96 383 62 1599 1881 1787 4.0 4.0 4.0 42.0 42.0 5.2 .467 .467 .057 747 879 103 .129 .436 .602 .060 .204 .035 * 0 216 4.0 42.0 .467 101 .000 .000 EB RT TH LT RT TH LT 96 383 62 747 879 204 .129 .436 .304 .467 .467 .524 13.6 16.1 15.8 .11 .11 .11 .1 .3 .8 .0 .0 .0 .0 .0 .0 1.00 1.00 1.00 13.7 16.4 16.7 B+ B B 0 0 0 -------------- 15.9 B 541 HOYT RETAIL 340TH STREET & HOYT ROAD 2005 PM PEAK HOUR VOLUMES WITHOUT PROJECT SIGNAL2000/TEAPAC[Ver 1.10.101 - Evaluation of Intersection Performance Intersection # 0 - . ------------------------------------------------- Sq 15 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 **/** ------------------------------------------------- I+++ 1 I I AI /11 1<+ + +> 1 I <++++I <****1 I I v I ****I ++++I ++++I I I I++++ v i v I++++ v 1 North I <* + +>I i I++++> 1 I I *++ *++ i I f v i ------------------------------------------------- G/C=0.342 I G/C=0.057 J G/C=0.000 J G/C=0.467 1 I G= 30.8" 1 G= 5.2" I G= 0.0" i G= 42.0" J Y+R= 4.0" I Y+R= 4.0" I Y+R= 0.0" J Y+R= 4.0" J I OFF= 0.0% J OFF=38.7% I OFF=48.9% J OFF=48.9% 1 ------------------------------------------------- C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% MVMT TOTALS Param:Units AdjVol: vph Wid/Ln : ft/# g/C Rqd@C:% g/C Used: % SV @E: vph Svc Lvl:LOS Deg Sat:v/c HCM Del:s/v Tot Del:min # Stops:veh Queue 1:veh Queue 1: ft APPR TOTALS Param:Units AdjVol: vph Svc Lvl:LOS Deg Sat:v/c HCM Del:s/v Tot Del:min # Stops:veh Queue l:veh Queue 1: ft 05/04/04 11:56:30 Ped= 0.0 sec = 0.0% SB Approach WB Approach NB Approach EB Approach Int RT TH LT RT TH LT RT TH LT RT TH LT Total R121 195 98 124 616 230 240 212 263 96 383 62 2640 12/1 12/1 12/1 0/0 12/1 12/1 12/1 12/1 12/1 12/1 12/1 12/1 17 19 19 0 45 0 23 20 33 16 28 1 34 34 34 0 47 6 34 34 34 47 47 6 545 644 351 0 856 473 545 644 366 747 879 203 6253 C+ C+ C+ C B+ C+ C+ C B+ B B C+ 0.22 0.30 0.28 0.00 0.86 0.49 0.44 0.33 0.72 0.13 0.44 0.30 0.54 21.3 22.0 22.0 0.0 30.6 12.3 23.5 22.2 32.5 13.7 16.4 16.7 23.5 11 18 9 0 94 12 23 20 36 5 26 4 258 22 36 18 0 165 34 46 39 57 14 64 9 504 4 7 3 0 31 7 9 7 11 3 12 2 31 101 166 85 0 771 167 216 182 282 64 292 44 771 Int SB Approach WB Approach NB Approach EB Approach Total N 414 970 715 541 2640 C+ C+ C+ B C+ 0.27 0.77 0.51 0.37 0.54 21.8 26.3 26.4 15.9 23.5 38 106 79 35 258 76 199 142 87 504 7 31 11 12 31 166 771 282 292 771 HOYT RETAIL 340TH STREET & HOYT ROAD 2005 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL2000/TEAPAC[Ver 1.10.101 - HCM Input Worksheet Intersection # 0 - ! I I I I 130 I 172 1 85 II 12.0 ! 12.0 1 12.0 11 I 1 1 1 1 1 11 --------------- / I \ Heavy veh, %HV Pk-hr fact, PHF Pretimed or Act Strtup lost, 11 Ext eff grn, e Arrival typ, AT --------------- Ped vol, vped Bike vol, vbic Parking locatns Park mnvrs, Nm Bus stops, NB Grade, %G 05/04/04 11:57:43 Area Location Type: NONCBD Key: VOLUMES -- > I I WIDTHS I v LANES -------------------- 120 0.0 0 ------------------- /I\ 598 12.0 1 I ------------------- 1 226 12.0 1 North \ I / 11 218 I 176 1 199 1 Phasing: SEQUENCE 15 11 12.0 1 12.0 1 12.0 1 PERMSV N Y N Y I I 1 1 1 1 1} OVERLP N N N N II [ I 1 LEADLAG LD LD SB RT TH LT 1.0 1.0 1.0 .87 .87 .87 A A A 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 -------------- 0 NO 0 1 .0 WB RT TH LT 1.0 1.0 1.0 .97 .97 .97 A A A 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 -------------- 0 NO 0 0 .0 NB RT TH LT 1.0 1.0 1.0 .82 .82 .82 A A A 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 -------------- 0 NO 0 1 .0 EB RT TH LT 1.0 1.0 1.0 .89 .89 .89 A A A 2.0 2.0 2.0 2.0 2.0 2.0 3 3 3 -------------- 0 NO 0 0 .0 ------------------------------------------------------------------------- Sq 15 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 Phase 5 1 Phase 6 1 **/** ------------------------------------------------------------------------- 1+++ I ^ I I I I /[\ I<+ + +> 1 1 <++++1 <****I I I I { v 1 ****I ++++1 ++++1 1 ! I++++ v 1 v I++++ v I I l North I <* ++>I I I++++> 1 I I I I *++ I I I++++ 1 I I I *++ I ! I v I I I ------- C= 90"1 G= 31.0" I G= 5.2" 1 G= 0.0" 1 G= 41.8" 1 G= 0.0" 1 G= 0.0" I I Y+R= 4.0" 1 Y+R= 4.0" I Y+R= 0.0" 1 Y+R= 4.0" 1 Y+R= 0.0" 1 Y+R= 0.0" 1 HOYT RETAIL 340TH STREET & HOYT ROAD 2005 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL2000/TEAPAC[Ver 1.10.101 - HCM Volume Adjust & Satflow Worksheet Volume SB Adjustment RT TH LT Volume, V 105 172 85 Pk-hr fact, PHF .87 .87 .87 Adj my flow, vp 121 198 98 Lane group, LG RT TH LT Adj LG flow, v 121 198 98 Prop LT, PLT .000 .000 1.00 Prop RT, PRT 1.000 .000 .000 Saturation SB Flow Rate RT TH LT Base satflo, so 1900 1900 1900 Number lanes, N 1 1 1 Lane width, fW 1.000 1.00 1.00 Heavy veh, fHV .990 .990 .990 Grade, fg 1.000 1.00 1.00 Parking, fp 1.000 1.00 1.00 Bus block, fbb .996 1.00 1.00 Area type, fa 1.000 1.00 1.00 Lane util, fLU 1.000 1.00 1.00 Left -turn, fLT 1.000 1.00 .543 Right -turn, fRT .850 1.00 1.00 PedBike LT,fLpb 1.000 1.00 1.00 PedBike RT,fRpb 1.000 1.00 1.00 Local adjustmnt 1.000 1.00 1.00 Adj satflow, s 1593 1881 1022 Prot LT fLT Prot LT Satflo 05/04/04 11:57:43 WB NB EB RT TH LT RT TH LT RT TH LT 120 598 226 199 176 218 87 341 55 .97 .97 .97 .82 .82 .82 .89 .89 .89 124 616 233 243 215 266 98 383 62 RT+TH LT RT TH LT RT TH LT 740 233 243 215 266 98 383 62 .000 1.00 .000 .000 1.00 .000 .000 1.00 .168 .000 1.000 .000 .000 1.000 .000 .000 WB NB EB RT TH LT RT TH LT RT TH LT 1900 1900 1900 1900 1900 1900 1900 1900 1 1 1 1 1 1 1 1 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 .990 .990 .990 .990 .990 .990 .990 .990 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 .996 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 .383 1.000 1.00 .566 1.000 1.00 .112 .975 1.00 .850 1.00 1.00 .850 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1.000 1.00 1.00 1834 720 1593 1881 1065 1599 1881 211 .000 .950 .000 .000 .950 0 1787 0 0 1787 HOYT RETAIL 340TH STREET & HOYT ROAD 2005 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL2000/TEAPAC[Ver 1.10.101 - HCM Capacity and LOS Worksheet Capacity SB WB Analysis RT -------------- TH LT RT TH LT ----------------- Lane group, group, LG RT TH LT RT+TH LT Adj Flow, v 121 198 98 740 102 Satflow, s 1593 1881 1022 1834 1787 Lost time, tL 4.0 4.0 4.0 4.0 4.0 Effect green, g 31.0 31.0 31.0 41.8 5.2 Grn ratio, g/C .345 .345 .345 .465 .057 LG capacity, c 549 648 352 853 102 v/c ratio, X .220 .306 .278 .868 1.00 Flow ratio, v/s .076 .105 .096 .404 .057 Crit lane group Permitted Phases of Compound Left Turns Adj Flow, v 131 Satflow, s 720 Lost time, tL .0 Effect green, g 45.8 Grn ratio, g/C .509 LG capacity, c 367 v/c ratio, X .357 Flow ratio, v/s .182 Crit lane group -------------- --------------- ------------------ Sum crit v/s,Yc 0.688 Total lost, L Crit v/c, Xc .794 Delay and LOS Lane group, LG Adj Flow, v LG capacity, c v/c ratio, X Grn ratio, g/C Unif delay, dl Incr calib, k Incr delay, d2 Queue Delay, d3 Unif delay, dl* Prog factor, PF Contrl delay, d Lane group LOS Final Queue,Qbi --------------- Appr delay, dA Approach LOS Appr flow, vA Intersection: SB RT -------------- TH LT RT TH LT 121 198 98 549 648 352 .220 .306 .278 .345 .345 .345 20.9 21.6 21.4 .11 .11 .11 .2 .3 .4 .0 .0 .0 .0 .0 .0 1.00 1.00 1.00 21.1 21.9 21.8 C+ C+ C+ 0 0 0 21.6 C+ 417 -------------- Delay 23.7 WB RT TH LT RT+TH LT 740 233 853 469 .868 .497 .465 .567 21.6 11.8 .40 .11 9.5 .8 .0 .0 .0 .0 1.00 1.00 31.1 12.7 C B+ 0 0 26.7 C+ 973 -------------- LOS C+ NB RT TH LT RT TH LT 243 215 266 1593 1881 1065 4.0 4.0 4.0 31.0 31.0 31.0 .345 .345 .345 549 648 367 .443 .332 .725 .153 .114 .250 * 05/04/04 11:57:43 EB RT TH LT RT TH LT 98 383 62 1599 1881 1787 4.0 4.0 4.0 41.8 41.8 5.2 .465 .465 .057 743 875 102 .132 .438 .608 .061 .204 .035 * 0 211 4.0 41.8 .465 98 .000 .000 ---------------------------- 12.0 NB RT TH LT RT TH LT 243 215 266 549 648 367 .443 .332 .725 .345 .345 .345 22.8 21.8 25.8 .11 .11 .29 .6 .3 7.0 .0 .0 .0 .0 .0 .0 1.00 1.00 1.00 23.4 22.1 32.7 C+ C+ C 0 0 0 -------------- 26.5 C+ -------------- 724 EB RT TH LT RT TH LT 98 383 62 743 875 200 .132 .438 .310 .465 .465 .522 13.7 16.2 16.0 .11 .11 .11 .1 .4 .9 .0 .0 .0 .0 .0 .0 1.00 1.00 1.00 13.8 16.5 16.9 B+ B B 0 0 0 -------------- 16.1 B 543 HOYT RETAIL 05/04/04 340TH STREET & HOYT ROAD 11:57:43 2005 PM PEAK HOUR VOLUMES WITH PROJECT SIGNAL2000/TEAPAC[Ver 1.10.10] - Evaluation of Intersection Performance Intersection # 0 - . --------------------------------------------------- Sq 15 1 Phase 1 1 Phase 2 1 Phase 3 1 Phase 4 1 **/** --------------------------------- --------------- + + + t I t +> i I <++++i <****1 I i v i ****I ++++I A++++1 i I 1++++ v 1 v I++++ v 1 North I <* + +>I I I++++> 1 I I *++ I I I++++ 1 *++ I I I v ------------------------------------------------- 1 G/C=0.345 1 G/C=0.057 1 G/C=0.000 1 G/C=0.465 1 1 G= 31.0" i G= 5.2" I G= 0.0" 1 G= 41.8" 1 I Y+R= 4.0" i Y+R= 4.0" I Y+R= 0.0" I Y+R= 4.0" 1 I OFF= 0.0% I OFF=38.9% I OFF=49.1% I OFF=49.1% 1 ------------------------------------------------- C= 90 sec G= 78.0 sec = 86.7% Y=12.0 sec = 13.3% Ped= 0.0 sec = 0.0% MVMT TOTALS SB Approach WB Approach NB Approach EB Approach Int Param:Units RT TH LT RT TH LT RT TH LT RT TH LT Total AdjVol: vph 121 198 98 124 616 233 243 215 266 98 383 62 2657 Wid/Ln:ft/# 12/1 12/1 12/1 0/0 12/1 12/1 12/1 12/1 12/1 12/1 12/1 12/1 g/C Rqd@C:% 17 19 19 0 45 0 24 20 33 16 28 1 g/C Used: % 34 34 34 0 46 6 34 34 34 46 46 6 SV @E: vph 549 648 352 0 853 469 549 648 367 743 875 199 6252 Svc Lvl:LOS C+ C+ C+ C B+ C+ C+ C B+ B B C+ Deg Sat:v/c 0.22 0.31 0.28 0.00 0.87 0.50 0.44 0.33 0.73 0.13 0.44 0.31 0.54 HCM Del:s/v 21.1 21.9 21.8 0.0 31.1 12.7 23.4 22.1 32.7 13.8 16.5 16.9 23.7 Tot Del:min 11 18 9 0 96 12 24 20 36 6 26 4 262 # Stops:veh 21 36 18 0 166 35 47 40 58 14 64 9 508 -------------------------------------------------------------------------- ------ Queue l:veh 4 7 3 0 31 7 9 7 11 3 12 2 31 Queue 1: ft 101 168 85 0 775 171 218 184 286 66 293 45 775 APPR TOTALS Int Param:Units SB Approach WB Approach NB Approach EB Approach Total AdjVol: vph 417 973 724 543 2657 ----------------------------------------- ---------------------------- ----- Svc Lvl:LOS C+ C+ C+ B C+ Deg Sat:v/c 0.27 0.78 0.51 0.37 0.54 HCM Del:s/v 21.6 26.7 26.5 16.1 23.7 Tot Del:min 38 108 80 36 262 # Stops:veh 75 201 145 87 508 Queue l:veh 7 31 11 12 31 Queue 1: ft 168 775 286 293 775 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co. Date Performed al 'isTime Period 51412004 Intersection Jurisdiction atysis Year ENTRANCE & HOYT ROAD ro'act Descri bon EXISTING 2004 PM PEAK astNVest Street: ENTRANCE North/South Street: HOYT Intersection Orientation: North -South Stud Period hrs : 0.25 Vehicle Volumes and Ad'ustments Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R 'Volume 16 552 0 0 439 33 eak-Hour Factor. PHF 0.87 0.87 0.87 0.87 0.87 0.87 -iouriy Flow Rate, HFR 18 634 0 0 504 37 Percent Heavy Vehicles 0 — 0 — — Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 1 1 0 0 1 0 Configuration L T TR Upstream Si nal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 4 0 23 Peak -Hour Factor, PHF 0.87 0.87 0.87 0.56 0.87 0.56 4ourly Flow Rate, HFR 0 0 0 7 0 41 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 'Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Del!L Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR (vph) 18 48 (m) (vph) 1i 1038 512 1/c 0.02 0.09 35% queue length 0.05 0.31 Control Delay 8.5 12.8 LOS A B Approach Delay — 12.8 Approach LOS - B Rights Reserved HCS2000m+ Copyright 0 2003 University of Florida, All Rights Reserved Version 4 Id Version 4 Id TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co. Date Performed Time Period 51412004 intersection Jurisdiction Analysis Year ENTRANCE & HOYT ROAD escri tion 2005 PINT PEAK VOLUMES WITHOUT'PROJECT st Street: ENTRANCE North/South Street: HOYT on Orientation: North•South p Stud Period hrs : 0.25 Volumes and Ad ustments 'Maor Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 16 565 0 0 449 34 Peak -Hour Factor. PHF 0.87 0.87 0.87 1 0.87 0.87 0.87 sourly Flow Rate, HFR 18 649 0 0 516 39 'ercent Heavy Vehicles 0 -- 0 — 1Aedian Type Two Way Left Turn Lane RT Channelized 0 0 I-anes 1 1 0 0 1 0 figurabon L T TR tream Si nal 0 0 or Street Vovement Westbound Eastbound 7 8 9 10 11 12 L T R L T R Volume 0 0 0 4 0 24 Peak -Hour Factor, PHF 0.87 0.87 0.87 0.66 0.87 0.56 Hourly Flow Rate, HFR 0 1 0 1 0 7 1 0 42 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 lared Approach N N torage 0 0 T Channelized lonfiguration 0 0 anes 0 0 0 0 0 0 I I I I LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 -ane Configuration L LR (vph) 1//C 18 49 (m) (vph) 1026 503 0.02 0.10 35% queue length 0.05 0.32 Control Delay 8.6 12.9 LOS A 8 Approach Delay — 12.9 Approach LOS — B Rights Reserved HCS2000m- Copyright m 2003 University of Florida, All Rights Reserved Version 4.1d Version 4 Id TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Agency/Co. Date Performed al sis Time Period 51412004 Intersection Jurisdiction Analysis Year ENTRANCE & HOYT ROAD Prdect Descri lion 2005 PM PEAK VOLUMES WITH PROJECT ast/West Street: ENTRANCE NorthlSouth Street: HOYT Intersection Orientation: North -South [Study Period hrs : 0.25 ehicie Volumes and Ad'ustments Major Street Northbound Southbound (Movement 1 2 3 4 5 6 L T R L T R Volume 21 565 0 0 449 41 (Peak -Hour Factor, PHF 0.87 0.87 0.87 0.87 0.87 0.87 Hourly Flow Rate, HFR 24 649 0 0 516 47 (Percent Heavy Vehicles 0 — -- 0 Median Type Two Way Leff Turn Lane IRT Channelized 0 0 Lanes 1 1 0 0 1 0 Configuration L T TR stream Signal 0 0 Minor Street Westbound Eastbound lovement 7 8 9 10 11 12 L T R L T R ✓olume 0 0 0 10 0 28 Peak -Hour Factor, PHF 0.87 0.87 0.87 0.56 0.87 0.56 Hourly Flow Rate, HFR 0 0 0 17 1 0 49 Percent Heavy Vehicles 0 0 0 0 0 0 3ercent Grade (%) 0 0 Flared Approach N N Storage 0 0 IRT Channelized 0 0 (Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound lMovement 1 4 7 8 9 10 11 12 Lane Configuration L LR ✓ (vph) 24 66 C (m) (vph) 1019 467 ✓lc 0.02 0.14 .95% queue length 0.07 0.49 Control Delay 8.6 14.0 LOS A B Approach Delay — -- 14.0 Approach LOS — B Rights Reserved HCS2000111 Copyright :� 2003 University of Nor idn. All Rights Reserved Version 4 Id Version 4 Id I m Project Memo TO: Paul Bucich, PE, Surface Water Manager City of Federal Way Ann Dower, Public Works Department City of Federal Way FROM: Matt Weber, PE, AHBL DATE: 03/18/04 PROJECT: Northshore Plaza Retail Center OUR FILE NO.: 203517.10 SUBJECT: Stormwater Control & Treatment Options Flow Control Standard The Northshore Retail Center project proposes to construct a 4,100 square -foot retail building on a half -acre site located at 34029 Hoyt Road SW in the City of Federal Way, Washington. Off -site improvements to Hoyt Road will also be constructed as part of this development. Please see the attached Site Location Map for the project site location. The project site is located in the Level One Flow Control area per the City of Federal Way Flow Control Map. The site is also located within the South Lower Puget Sound Sub -Basin. The western portion of the site lies in an area of this sub -basin known as SPJ8 subcatchment as shown in the attached Figure 4.5.1 from the Executive Proposed Basin Plan for Hylebos Creek and Lower Puget Sound for the sub -basin delineation. In addition, the attached map from the Stormwater Management Division of the City of Federal Way shows that the western half of the project site lies within an area known as the SPJ6 subcatchment. Although it differs from the subcatchment number given in Figure 4.5.1, the SPJ6 subcatchment, like the SPJ8 subcatchment, is subject to supplemental onsite detention known as the Stream Protection Standard (BW-3) per the Executive Proposed Basin Plan for Hylebos i Creek and Lower Puget Sound. i y TACOMA 2215 North 30th Street Suite 300 Tacoma, WA 98403-3350 253.3832422 TEL 253.3832572 FAX www.ahbLcom k:\civil\yr_2003\203517\517memo-bucich-031504.doc The BW-3 standard requires that the post -developed, 100-year flow rate be released at 70- percent of the predeveloped, 2-year flow rate. This standard is a more stringent standard than the Level One Flow Control standard and would result in a much greater volume of detained runoff. Project Basin Delineation During several site visits and our review of the recent topographic survey information of the project site, it appears that the entire project site drains to the west as shown in the attached Existing Conditions Map, ultimately discharging into the lower branches of Joe's Creek. Based on these findings, our conclusion is that the entire project site is within the South Lower .vJ Puget Sound Sub -basin in subcatchments SPJ6 and/or SPJ8 and would, therefore, be subject entirely to the BW-3 supplemental-onsite detention standard. Y With regards to the off -site portion of the project development (sidewalk in Hoyt Road SW), it appears from our site visits and review of the survey information that runoff from the off -site improvements does not flow onto the project site. Instead, the off -site runoff flows southerly to a catch basin located on the western side of Hoyt Road SW approximately 165 feet south of the southern end of the project site. This catch basin is part of the conveyance system for the SW 340'h Street Regional Storage facility as shown in the attached map of the Total Project area for the detention facility. The onsite and offsite portions of the project improvements are, therefore, located in two separate sub -basins. In our discussions with Ann Dower of the City of Federal Way Public Works Department, the City would like to see that the runoff from the on -site and off -site portions of the project remain in their respective sub -basins and not be combined. We propose, therefore, that the runoff generated from the off site improvements be allowed to flow as it currently does in the existing condition to the conveyance system of the SW 340t' Street Regional Storage Facility. This option is the most feasible option for the control and treatment of this runoff particularly since the total area of the offsite improvements is quite small. In fact, the total area is less than the 5,000-sf threshold for the requirement to provide both flow control and treatment. On -site Runoff Control and Treatment Options Option 1: Per our discussion with Ann Dower, the City considers the Level One Flow Control Standard to be a sufficient means of controlling stormwater runoff from the project site. � In reviewing the design of the properties surrounding our project site, we noted that the detention vault for the Northshore Chevron to the north was sized at the higher BW-3 detention standard. '1 If we were to apply the Level One Flow Control Standard as an acceptable means of providing stormwater control and treatment for the project area as a whole, including the Northshore Chevron property, it would be clear that the existing detention vault on the Northshore Chevron property was oversized. 131303 m Using the King County Runoff Time Series (KCRTS), we performed a Level One calculation including both our project site and the Northshore Chevron project site. We determined that the existing detention vault was capable of providing detention capacity for both project sites. According to the Technical Information Report for the Northshore Chevron and Car Wash, the actual storage provided by the detention vault is 21,824 cf. The total volume needed for both project sites under the Level One Flow Control standard is 16,171 cf, which is a difference of over 5,000 cf of extra storage capacity. Treatment would be provided in the form of an underground Strg-PM Filter device. The treated runoff would be conveyed by a 12-inch pipe along the westernmost edge of the Northshore Chevron property and would discharge into the existing detention vault. We have already reached an agreement with the Northshore Chevron property owner for use of his property for the placement of the 12-inch conveyance pipe and for use of his detention vault should this option be allowed by the City. Option 2: If we were to use the BW-3 Standard, the Northshore Chevron detention vault would be incapable of providing the quantity of detention storage required for both the Northshore Chevron property and our property. We would, therefore, need to provide our own flow control and treatment facility on -site. We would do so by providing a combination detention/sand filter vault that would detain and treat the on -site stormwater runoff. With the cooperation of the Northshore Chevron property owners, we would release the runoff to a 12-inch conveyance pipe that would extend along the westernmost edge of the Northshore Chevron property. The 12-inch conveyance pipe would discharge at the same discharge location as the Northshore Chevron property into the City system within SW 340`h Street, which ultimately drains to Joe's Creek. Conclusion The civil construction documents that we are submitting today along with this memo show Option 2 as the civil design concept for the project at this time. However, in our discussion with Ann Dower at the City, it appears that the City may be satisfied with the Level One Flow Control Standard and with Option 1 as described above. Option 1 is our preferred method of providing flow control and treatment of the stormwater runoff. Not only is it more cost-effective, but it eliminates the need for an additional detention facility in this rather small project area. Please let us know which of the two options is preferable to the City for the provision of stormwater runoff control and treatment for the Northshore Plaza Retail Center project. o©ao in *AHHLx � SW 320TH S -` o N SHORE PKWY o CID �n SW 340TH ST S 348 ST S 356TH ST u SIT =G L^ L NOT TO SCALE s� _sue m' K:•��:.e: rn��t Cmmw1{b�� TACOMA SEATTLE 2215 ream wOn SimK Skdp Xa, Yam.. WA 984M 25]]fl72472 TEL aisacdcdA— South, swe=,5mlkWA95iw 206372425m NORTHSHORE PLAZA RETAIL SITE LOCATION FIG. 2 _ + m j � .-- .. • - .� ..___ . 1 1. G c.� OD 21` C �C, SC�zC ca cr) n }cn \\\ C? U U m �`\ 1 cn cn ccz U w n a] c w Eno > ca C z m Cn U) co w c Y of U U . r--f i • s �, E 1 • .t t ca 1 MI -t� • r� ' \4 I, '�`'•1- _ ,; :-s- ^' ---Y_. \mow *�\,�c---J i � ' � � _ :, . _\ !tom -• G 't C � d.ti� . ePtig — ti 71.9 LZ .40 I X— e-.yl _ _.i _.i-•i� V 1 _._ as LLJ il;• u - —oil Ar Al' LU LU _LL cc G in u= rn rn - , OOD 4-43 337t, , -71 f .�1r : i sa�� - iN dgerlood Pat9� IOR 4223 ! % ;n ss ` �;+851; *.lrr' l�/WES :ov0. 1 ti r. , f d259 C� �1.� ti/ p A7 � • �fif 3 i I� V Ga 3� e I `` % (S' eN I 34401 b p n b I l4�IJll' 34029- � - HANNONS —� HALF -ACRES ADD 74 l� `... � n 775 �. T:.•. Gz ryry♦♦ f , 1L o � ui w o � 1 Ciao a TS 7f OF PLAN I "V6, :50 2-4 0 Kens ): ,),I- N -1-f wAHBLE 111=50' V) SE 36- T �..[ F - -_ _ A 31Y �Al-lwll 2%, -` D ©=� QNORTHSHORE PLAZA RETAIL TACOMA - SEATTLE _ FIG. 3 2215 North 301h StmrL SuOW 300, Tf, WA 903 2533UI'22 TEL 316 Difttsl A— S..Ch. SUI. 320. Smft. WA 95104 2DS-167.2425 ML EXISTING CONDITIONS MAP ' 7-J] II L L r Control Structure 7 -E Lz) 0-1 1.3 Acre-F Storage N 0 50' 100' 150' 200' 250' ST. 0) r w > < Ll Cl) L-r U, Li r—.. L El LJ 75 ri I 77 0 e`Lj.S.W. 34( City of Federal Way Figure 5. KCM SW 340TH STREET ALTERNATIVE 2B 1917FirstAvenue Seattle, Washington 98101 REGIONAL STORAGE FACILITY ANALYSIS ST 203517.10: 340th & Hoyt Retail Building Retention/Detention Facility Sizing, including Northshore Chevron Property O1/16/04 Type of Facility: Detention Pond Side Slope: 3.00 H:1V Pond Bottom Length: 71.59 ft Pond Bottom Width: 35.79 ft Pond Bottom Area: 2562. sq. ft Top Area at 1 ft. FB: 6684. sq. ft 0.153 acres Effective Storage Depth: - 4.00 ft Stage 0 Elevation: 100.00 ft Storage Volume: 16171. cu. ft <� ,2/, 82 0.371 ac-ft Riser Head: 4.00 ft Riser Diameter: 18.00 inches Number of orifices: 2 Full Head Pipe Orifice ## Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 1.82 0.180 2 2.70 1.52 0.071 4.0 Top Notch Weir: None `2 571 1� Outflow Rating Curve: None Stage Elevation Storage Discharge Percoli �� �U�►�'r`'� (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 100.00 0. 0.000 0.000 0.00 Y 0.02 100.02 51. 0.001 0.012 0.00 ec 0.04 100.04 103. 0.002 0.018 0.00 2588. 0.06 100.06 155. 0.004 0.021 0.00 2601. 0.08 100.08 207. 0.005 0.025 0.00 2614. 0.09 100.09 233. 0.005 0.028 0.00 2620. 0.11 100.11 286. 0.007 0.030 0.00 2634. 0.13 100.13 339. 0.008 0.033 0.00 2647. 0.15 100.15 392. 0.009 0.035 0.00 2660. 0.25 100.25 661. 0.015 0.045 0.00 2726. 0.35 100.35 937. 0.022 0.053 0.00 2792. 0.45 100.45 1219. 0.028 0.060 0.00 2859. 0.55 100.55 1509. 0.035 0.067 0.00 2927. 0.65 100.65 1805. 0.041 0.073 0.00 2996. 0.75 100.75 2108. 0.048 0.078 0.00 3066. 0.85 100.85 2418. 0.056 0.083 0.00 3136. 0.95 100.95 2735. 0.063 0.088 0.00 3207. 1.05 101.05 3059. 0.070 0.092 0.00 3278. 1.15 101.15 3391. 0.078 0.097 0.00 3351. 1.25 101.25 3730. 0.086 0.101 0.00 3424. 1.35 101.35 4076. 0.094 0.105 0.00 3498. 1.45 101.45 4429. 0.102 0.108 0.00 3572. 1.55 101.55 4790. 0.110 0.112 0.00 3647. 1.65 101.65 5159. 0.118 0.116 0.00 3723. 1.75 101.75 5535. 0.127 0.119 0.00 3800. 1.85 101.85 5919. 0.136 0.122 0.00 3877. 1.95 101.95 6310. 0.145 0.126 0.00 3955. 2.05 102.05 6710. 0.154 0.129 0.00 4034. 2.15 102.15 7117. 0.163 0.132 0.00 4114. 2.25 102.25 7533. 0.173 0.135 0.00 4194. 2.35 102.35 7956. 0.183 0.138 0.00 4275. 2.45 102.45 8388. 0.193 0.141 0.00 4357. 2.55 102.55 8827. 0.203 0.144 0.00 4439. 2.65 102.65 9275. 0.213 0.147 0.00 4522. 2.70 102.70 9503. 0.218 0.148 0.00 4564. 2.72 102.72 9594. 0.220 0.149 0.00 4581. 2.73 102.73� 9640. 0.221 0.151 0.00 4589. 2.75 102.75 9732. 0.223 0.153 0.00 4606. 2.76 102.76 9778. 0.224 0.157 0.00 4615. 2.78 102.78 9870. 0.227 0.162 0.00 4631. 2.79 102.79 9917. 0.228 0.167 0.00 4640. 2.81 102.81 10010. 0.230 0.172 0.00 4657. 2.83 102.83 10103. 0.232 0.173 0.00 4674. 2.93 102.93 10575. 0.243 0.184 0.00 4759. 3.03 103.03 11055. 0.254 0.192 0.00 4845. 3.13 103.13 11544. 0.265 0.200 0.00 4931. 3.23 103.23 12041. 0.276 0.207 0.00 5019. 3.33 103.33 12547. 0.288 0.213 0.00 5107. 3.43 103.43 13062. 0.300 0.220 0.00 5196. 3.53 103.53 13587. 0.312 0.226 0.00 5285. 3.63 103.63 14120. 0.324 0.231 0.00 5375. 3.73 103.73 14662. 0.337 0.237 0.00 5466. 3.83 103.83 15213. 0.349 0.242 0.00 5558. 3.93 103.93 15773. 0.362 0.247 0.00 5650. 4.00 104.00 16171. 0.371 0.251 0.00 5715. 4.10 104.10 16747. 0.384 0.718 0.00 5809. 4.20 104.20 17333. 0.398 1.570 0.00 5903. 4.30 104.30 17928. 0.412 2.670 0.00 5998. 4.40 104.40 18532. 0.425 3.970 0.00 6094. 4.50 104.50 19147. 0.440 5.440 0.00 6190. 4.60 104.60 19771. 0.454 6.870 0.00 6288. 4.70 104.70 20404. 0.468 7.400 0.00 6385. 4.80 104.80 21048. 0.483 7.900 0.00 6484. 4.90 104.90 21701. 0.498 8.360 0.00 6583. 5.00 105.00 22364. 0.513 8.810 0.00 6684. 5.10 105.10 23038. 0.529 9.220 0.00 6784. 5.20 105.20 23721. 0.545 9.630 0.00 6886. 5.30 105.30 24415. 0.560 10.010 0.00 6988. 5.40 105.40 25119. 0.577 10.380 0.00 7091. 5.50 105.50 25833. 0.593 10.740 0.00 7195. 5.60 105.60 26558. 0.610 11.080 0.00 7299. 5.70 105.70 27293. 0.627 11.420 0.00 7404, 5.80 105.80 28039. 0.644 11.740 0.00 7510. 5.90 105.90 28795. 0.661 12.060 0.00 7617. 6.00 106.00 29562. 0.679 12.370 0.00 7724. Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft) (Ac-Ft) 1 1.16 ******* 0.91 4.12 104.12 16879. 0.387 2 0.58 ******* 0.36 4.02 104.02 16300. 0.374 3 0.58 0.25 0.25 4.00 104.00 16168. 0.371 4 0.61 ******* 0.24 3.85 103.85 15330. 0.352 5 0.69 ******* 0.21 3.30 103.30 12391. 0.284 6 0.36 0.15 0.15 2.66 102.66 9313. 0.214 7 0.52 ******* 0.12 1.66 101.66 5215. 0.120 8 0.47 ******* 0.12 1.65 101.65 5152. 0.118 ----------------------------------- Route Time Series through Facility Inflow Time Series File:postdev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1.16 CFS at Peak Outflow Discharge: 0.910 CFS at Peak Reservoir Stage: 4.12 Ft Peak Reservoir Elev: 104.12 Ft Peak Reservoir Storage: 16879. Cu-Ft 0.387 Ac-Ft Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.356 2 2/09/01 19:00 0.116 8 1/05/02 18:00 0.211 5 3/06/03 21:00 0.116 7 8/24/04 0:00 0.147 6 1/05/05 10:00 0.243 4 1/18/06 22:00 0.251 3 11/24/06 7:00 0.909 1 1/09/08 9:00 Computed Peaks 6:00 on Jan 9 in Year 8 9:00 on Jan 9 in Year 8 --Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) (ft) Period 0.909 4.12 1 100.00 0.990 0.356 4.02 2 25.00 0.960 0.251 4.00 3 10.00 0.900 0.243 3.85 4 5.00 0.800 0.211 3.30 5 3.00 0.667 0.147 2.66 6 2.00 0.500 0.116 1.66 7 1.30 0.231 0.116 1.65 8 1.10 0.091 0.725 4.10 50.00 0.980 -pFCEIVE® �tB 13 Z004 = OF FEDERAL W a BUILD NG DEPT. AY d yl - ia)50G " q .pc;t-- D 1 3 )004 CITYBU Lp DING DEP EDERALWAY r Lq0E ■ i TACOMA SEATTLE Preliminary Technical Information Report PREPARED FOR: The Northshore Plaza Retail Building Federal Way, Washington PROJECT., The Northshore Plaza Retail Building 203517.10 PREPARED FOR: Helix Architecture 3601 20th Street East Fife, WA 98424 PREPARED BY: Jenelle Coye Project Engineer REVIEWED BY. J. Matthew Weber, P.E., Senior Project Manager Sean Comfort, P.E., Principal February 2004 Civil Engineers • Structural Engineers • Landscape Architects • Community Planners • Land Surveyors • Neighbors S. I hereby state that this Preliminary Technical Information Report for the Northshore Plaza Retail Building has been prepared by me or under my supervision and meets the standard of care and expertise that is usual and customary in this community for professional engineers. I understand that the City of Federal Way does not and will not assume liability for the sufficiency, suitability, or performances of drainage facilities prepared by me. Preliminary Technical Information Report PREPARED FOR: The Northshore Plaza Retail Building Federal Way, Washington PROJECT. The Northshore Plaza Retail Building 203517.10 PREPARED FOR: Helix Architecture 3601 20th Street East Fife, WA 98424 PREPARED BY., Jenelle Coye Project Engineer REVIEWED BY., J. Matthew Weber, P.E., Senior Project Manager Sean Comfort, P.E., Principal February 2004 TABLE OF CONTENTS SECTION PAGE ProjectOverview 1.1 .........................................................................................................................................3 Purpose and Scope.................................................................................................................................3 1.2 Existing Conditions................................................................................................................................3 1.3 Post -Development Conditions.............................................................................................................4 2. Conditions and Requirements Summary.................................................................................................4 2.1 Core Requirements.................................................................................................................................4 2.1.1 C.R. #1 - Discharge at the Natural Location............................................................................4 2.1.2 C.R. #2 — Off -site Analysis.............................................................................. 4 2.1.3 C.R. #3 - Flow Control................................................................................................................5 2.1.4 C.R. #4 - Conveyance System.....................................................................................................5 2.1.5 C.R. #5 - Erosion and Sediment Control. ................................................................................. 5 2.1.6 C.R. #6 - Maintenance and Operations.....................................................................................6 2.1.7 C.R. #7 - Financial Guarantees and Liability............................................................................6 2.1.8 C.R. #8 - Water Quality................................................................................................................6 3. Off -Site Analysis..........................................................................................................................................6 3.1 Downstream Analysis............................................................................................................................ 6 3.1.1 Task 1— Study Area Definition and Maps................................................................................6 3.1.2 Task 2 — Resource Review........................................................................................................... 6 3.1.3 Task 3 — Field Inspection.............................................................................................................7 3.2 Upstream Analysis.................................................................................................................................. 7 4. Flow Control and Water Quality Facility Analysis and Design .......................•.• ...... ........ 7 4.1 Flow Control........................................................................................ 1 4.1.1 Existing Site Hydrology 10 4.1.2 Developed Site Hydrology......................................................................................................... 11 4.1.3 Flow Control System..................................................................................................................11 4.2 Water Quality.........................................................................................................................................12 5. Conveyance System Analysis and Design............................................................................................... 8 5.1 Analysis Data........................................................................................................................................... 8 5.2 Analysis Results.......................................................................................................................................9 6. Special Reports And Studies.......................................................................................................................9 7. TESC Analysis and Des 9 8. Operations and Maintenance Plan............................................................................................................9 9. Conclusion----.—..........................................................................................................................................9 Appendices AppenkcA* Exhibits Figure 1 - Figure 2 — Figure 3 - Figure 4 - Figure 5 - Figure 6 - Figure 7 - Figure 8 - TIR Worksheet Site Location SCS Map Existing Conditions Map Developed Conditions Map Lower Puget Sound Basin Map Federal Way Sub -Basin Map SW 340t' Regional Detention Facility Basin Map Appendix B Downstream Analysis Figure 1- Level 1 Downstream Drainage Analysis by Barghausen Consulting Engineers, July 1996 Appendix C Hydrologic Analysis Exhibit 1 - Rainfall Regions and Regional Scale Factors* Exhibit 2 - Peak Flow Calculations Exhibit 3 - Flow Control Calculations Exhibit 4 - Water Quality Calculations Exhibit 5 - Conveyance Calculations* Appendix D Geotechnical Report* Appendix E Site Improvement Bond Quantity Worksheet* Appendix F Maintenance Requirements* * To be included in Final Technical Information Report 1. PROJECT OVERVIEW 1.1 Purpose and Scope 1 The Northshore Plaza Retail Building project proposes to construct a 4,100 square -foot retail building and associated parking on a half -acre site located south of SW 340`h Street and west of Hoyt Road SW in the City of Federal Way, Washington. Off -site improvements to Hoyt Road SW along the project site frontage will also be constructed as part of this development. This report, which accompanies the preliminary grading and utility plans, describes the analysis and i design of the stormwater facilities. The stormwater facility design conforms to the criteria outlined in the City of Federal Way Addendum to King County Surface Water Design Manual (KCSWDM). The King County Runoff Time Series (KCRTS) program developed by King County Department of Natural Resources and the StormShed® program were used to calculate stormwater runoff and design stormwater facilities. 1.2 Existing Conditions The project site is comprised of a half -acre of previously developed land located south of SW 340`h Street and west of Hoyt Road SW in the in the City of Federal Way (see Figure 2, Appendix A for the Site Location Map). Surrounding uses include the Northshore Chevron Gas Station and Car Wash to the north, the SW 340'h Regional Detention Facility across Hoyt Road SW to the east and single-family residences to the west and south. The existing site consists of two abandoned single-family homes with a shared asphalt paved driveway. The remainder of the site consists of grass and brush. The SCS Soils Map indicates that Alderwood gravelly sandy loam (AgB) soils exist on -site (see Figure 3, Appendix A for the SCS Soils Map). AHBL conducted a topographic survey of the site. This survey was used as a base map to delineate the on -site drainage basins. It is included as Figure 4, Existing Conditions Map, in Appendix A. A north -south trending ridge divides the site into two drainage sub -basins as shown in Figure - i 4 in Appendix A. Runoff from the west half of the site moves as sheet and subsurface flow onto the residential properties to the west of the project site. The downstream drainage path for our property is coincident with the downstream for the Northshore Chevron Gas Station and Car Wash located to the north of our project site. Barghausen Consulting Engineers prepared a detailed Level 1 Downstream Drainage Analysis that describes the current downstream drainage path as field -verified by AHBL. We have included the Barghausen report in Appendix B for reference. The ultimate discharge location is Joe's Creek. ".2m-a-. • Runoff from the east half of the site moves as sheet and subsurface flow to a low point in the _) southeast corner of the project site at the boundary with the property to the south, as evidenced by moist ground and minor ponding. It appears that runoff from this small ponding area flows to the west along the boundary between the project site and the property J vJ to the south. As the runoff flows to the west, it coincides with the runoff from the west basin, Ultimately discharging into Joe's Creek. It appears that some upstream runoff also discharges in this location. At approximately 165 feet south of the southeast corner of the project site along the western side of Hoyt Road SW, an existing catch basin is located. This catch basin receives stormwater runoff from catch basins directly to the east and to the south, both of which collect runoff from portions of Hoyt Road SW. The collected runoff is then conveyed to the north towards the project site by a 12-inch diameter concrete pipe. We were unable to determine the outlet of this pipe, but it appeared from the pipe alignment that it could quite possibly be discharging in the southeast corner of the project site, where evidence of minor ponding is visible. This issue is being investigated further and will be discussed in more detail in the Final Technical Information�_Fr Report. p �7 1.3 Post -Development Conditions Upon completion of construction, the Northshore Plaza Retail Building will include the following constructed facilities: a 4,100-square foot retail building, improvements along Hoyt Road SW, parking and landscaping. As part of this construction, stormwater flow control and water quality facilities will be designed and constructed to mitigate the impacts of the project on the downstream systems. Refer to Figure 5 in Appendix A for the Developed Conditions Map. Public street improvements are also required as part of the development. Hoyt Road SW will be improved to a three -lane road with a 6-foot wide planter and an 8-foot wide sidewalk along the project site frontage. Stormwater runoff from the new public street improvements will be routed through the project's water quality facility for treatment. In addition, upstream runoff from portions of Hoyt Road SW that appear to be discharging onto the southeast corner of the project site will be intercepted by a french drain system that will convey the runoff through the site to the site discharge point at the connection to the public storm drainage system on the Northshore Chevron Gas Station and Car Wash, bypassing the proposed on -site water quality facility. 2. CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Core Requirements 2.1.1 C.R. #1-Discharge at the Natural Location j Currently, the site discharges to two sub -basins, as described above. However, runoff from the east sub -basin eventually merges with flow from the west sub -basin, effectively creating a single basin that ultimately discharges to Joe's Creek. We propose, therefore, that the stormwater runoff from the entire project site be detained on -site and released to the public J storm drain system within SW 340`h Street, whose ultimate discharge point is at Joe's Creek. 2.1.2 C.R. #2 — Off -site Analysis J In January and February 2004, AHBL staff conducted two field reviews of the project site in order to verify the findings of the Level 1 Downstream Drainage Analysis as described by Barghausen Consulting Engineers, Inc. in their report dated July 1996. The downstream drainage path as described by Barghausen was verified. Theft report is included in Appendix B for reference. 2.1.3 C.R. #3 - Flow Control The project site is located in a Level 1 Flow Control area per the City of Federal Way Flow Control map and pre -application correspondence with City staff. Level 1 Flow Control requires that detention be provided for excess stortnwater runoff, such that flows from the developed site match flows from the existing site for the 2- and 10-year storms. Further investigation revealed that the west sub -basin of the project site lies within the Lower Puget Sound Basin and is tributary to the lower branches of Joe's Creek as shown in Figure 6, Appendix A. According to the Executive Proposed Basin Plan for the Hylebos Creek and Lower Puget Sound prepared by King County Surface Water Management in July 1991, the Stream Protection On -Site Detention Standard (BW-3) must be applied to development on the west portion of the project site. This standard requires that the post -developed, 100-year flow rate be released at 70-percent of the predeveloped, 2-year flow rate. The east sub -basin of the project site lies outside the Lower Puget Sound Basin as shown in Figure 7, Appendix A, which eliminates the need for supplemental detention requirements. The east portion of the site was instead accounted for in the design of the SW 340'h Regional Detention Facility as shown in Figure 8, Appendix A. Our field reviews, however, indicate that runoff from the east sub -basin eventually merge with the runoff from the west sub -basin, ultimately discharging into the lower branches of Joe's Creek. It is our conclusion at this time that the entire project site lies within the Lower Puget Sound Basin and is tributary to the lower branches of Joe's Creek. Flow control for the entire site, therefore, was designed to meet the Stream Protection On -site Detention Standard (BW-3) per the Executive Proposed Basin Plan for the Hylebos Creek and Lower Puget Sound. This standard is proposed to be met by a detention vault. Please see Section 4 for detention vault design information. 1 2.1.4 C.R. #4 - Conveyance System J The new conveyance systems will be designed to convey and contain the 25-year peak flow for the proposed development. In addition, the 100-year peak flow will be conveyed and contained within the proposed system. The design for the proposed conveyance system will be included in the Final Technical Information Report. 2.1.5 C.R. #5 - Erosion and Sediment Control J An erosion and sediment control plan will be developed for this site in accordance with the Cary of Federal Way Amendment to the King County Surface Water Design Manual. Measures will include limiting the area to be disturbed, silt fencing, catch basin inlet sediment barriers and 1) �1 proper cover practices. The full erosion and sediment control plan will be included in Section 7 of the Final Technical Information Report. 2.1.6 C.R. #6 - Maintenance and Operations 7 A sample Maintenance and Operations Manual will be included in Appendix F of the Final Technical Information Report. 2.1.7 C.R. #7 - Financial Guarantees and Liability This project will comply with the City of Federal Way financial guarantee requirements. 2.1.8 C.R. #8 - Water Quality The project site is subject to "Resource Stream Protection" water quality treatment according the City of Federal Way Water Quality Area map and discussions with city staff. This treatment requirement is proposed to be met with a sand filter vault, which will treat on -site and off -site runoff by filtration through sand media. Water quality facility design is discussed further in Section 4. 3. OFF -SITE ANALYSIS 3.1 Downstream Analysis 3.1.1 Task 1— Study Area Definition and Maps The Northshore Plaza Retail Building project proposes to construct a 4,100 square -foot retail building and associated parking on a half -acre site located south of SW 340`' Street and west of Hoyt Road SW in the City of Federal Way, Washington. Off -site improvements to Hoyt Road SW along the project site frontage will also be constructed as part of this development. i The project site lies within the Lower Puget sound Basin and is tributary to the lower branches of Joe's Creek (see Section 2.1.3). AHBL staff conducted filed reviews of the project site in January and February 2004. The downstream drainage path for our property is coincident with the downstream for the Northshore Chevron Gas Station and Car Wash located to the north of our project site. 1 Barghausen Consulting Engineers prepared a detailed Level 1 Downstream Drainage Analysis that describes the current downstream drainage path as field -verified by AHBL. We have included the Barghausen report in Appendix B for reference. The ultimate discharge location is Joe's Creek. l 3.1.2 Task 2 — Resource Review The following resources were reviewed to discover any existing or potential problems in the study area: -J 1. Adopted Basin Plans: AHBL staff reviewed the Executive Proposed Basin Plan for 7 Hylebos Creek and Lower Puget Sound to discover any documented existing or potential drainage problems and to check for additional detention and water quality standards. This plan, which was prepared by King County Surface Water Management Division staff in 1991, requires that supplemental detention requirements be applied to the development of the project site as described in Section 2.1.3 above. 2. Off --site analysis reports: The Level 1 Downstream Drainage Analysis for McDonald's/Chevron prepared by Barghausen Engineers in July 1996 was also reviewed. This commercial development is located directly north of the project site, off of South 341" Street. The downstream drainage path of our project site is coincident with the downstream of the Chevron property. AHBL staff field -verified the findings of Barghausen. Their repor is included in Appendix B for refernce. 3. FEMA Map: A FEMA map was consulted and the site does not he within a floodplain. 4. Critical Areas Map and Wetlands Inventory Map: A sensitive area review was conducted for the project site, which revealed that the project site does not lie within a critical area nor does it contain any wetlands. 5. Soils Information: The SCS Soils Map indicates that Alderwood gravelly sandy loam (AgB) soils exist on -site (see Figure 3, Appendix A for the SCS Soils Map). A geotechnical report will be prepared for the project site and will be included in Appendix D of the Final Technical Information Report. 3.1.3 Task 3 —Field Inspection AHBL staff conducted filed reviews of the project site in January and February 2004. The downstream drainage path for our property is coincident with the downstream for the Northshore Chevron Gas Station and Car Wash located to the north of our project site. Barghausen Consulting Engineers prepared a detailed Level 1 Downstream Drainage Analysis that describes the current downstream drainage path as field verified by AHBL. We have included the Barghausen report in Appendix B for reference. The ultimate discharge location is Joe's Creek. 3.2 Upstream Analysis The upstream area contributing runoff to the site consists of approximately 0.2 acres of existing roadway along Hoyt Road SW. A french drain system will intercept the upstream j runoff and will convey the runoff through the site to the site discharge point at the connection to the public storm drainage system on the Northshore Chevron Gas Station and Car Wash _l property, bypassing the proposed on -site water quality facility. J 4. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.1 Flow Control 4.1.1 Existing Site Hydrology J The project site drains approximately 0.58 acres of on -site and off -site area. Of this area, approximately 0.41 acres is vegetated while 0.17 is impervious. The soils in this area are Alderwood association, which is classified as "till" for modeling purposes. 4.1.2 Developed Site Hydrology ' The developed area consists of 0.19 acres of landscaping and 0.39 acres of } impervious surface, including both on -site and off -site area. Detention and water quality treatment for runoff will be provided by a combination detention and sand filter vault. 4.1.3 Flow Control Flow control will be provided by a detention vault sized pet the Stream Protection On -Site Detention Standard (BW-3) as specified by the Executive Proposed Basin Plan for the Hylebos Creek and Lower Puget Sound prepared by King County Surface Water Management in July 1991. This standard requires that the post - developed, 100-year flow rate be released at 70-percent of the predeveloped, 2-year flow rate. Additional information will be provided in the Final Technical Information Report. See Appendix C for detention vault sizing calculations. 4.2 Water Quality The project site is subject to "Resource Stream Protection" water quality treatment according the City of Federal Way Water Quality Area map and discussions with city staff. This treatment requirement is proposed to be met with a sand filter vault, which will treat on -site and off -site runoff by filtration through sand media. Additional information will be provided in the Final Technical Information Report. See Appendix C for sand filter vault sizing calculations. 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN _1 The on -site stormwater network will be sized to adequately convey the 25-year storm event, as stipulated by the KCSWDM. If necessary, the system will be further analyzed to predict the capacity and backwater effects of the 100-year, 24-hour storm event using the KCBW J computer modeling program. The analysis will be included in the Final Technical Information Report. 5.1 Analysis Data For the purposes of on -site conveyance system analysis, the site, including the off -site improvements, will be divided into contributing sub -basins, and the KCRTS and KCBW programs will be used to compute runoff volumes from these sub -basins. The basins will be WJ analyzed for the Sea-Tac region with a regional factor of 1.0. Fifteen -minute time steps will be used for the sub -basin analysis. __1 5.2 Analysis Results See Exhibit 4, Appendix B of the Final Technical Information Report for the conveyance and backwater calculations. 6. SPECIAL REPORTS AND STUDIES A Geotechnical Engineering Report will be prepared for the project site and will be included in Appendix D of the Final Technical Information Report. 7. TESC ANALYSIS AND DESIGN } The proposed development shall comply with guidelines set in the Federal Way 1998 Surface Water Design Manual. The plan will include erosion/sedimentation control features designed to prevent sediment -laden runoff from leaving the site or adversely affecting critical water resources during construction. The following measures will be used to control sedimentation/erosion processes: • Clearing limits — all areas to remain undisturbed during the construction of the project will be delineated prior to any site clearing or grading. y a Cover measures — disturbed areas shall be covered as required in Section D.4.2 of the KCSWDM. ! • Construction entrances - stabilized construction entrances consisting of quarry spalls will be used during construction of the project. ■ Perimeter protection - filter fabric fences for ditch and site runoff protection will be provided at the downstream site perimeter. • Catch basin inlet sediment protection — filter fabric protection will be provided J on all new and existing catch basins downstream of construction activities. __J $. OPERATIONS AND MAINTENANCE PLAN Operations and maintenance will be the responsibility of the owner. All drainage facilities --� shall be maintained and operated in compliance with the City of Federal Way and King County maintenance standards. Maintenance requirements for the privately -maintained drainage facilities will be included in Appendix F of the Final Technical Information Report. 9. CONCLUSION J This site has been designed to meet Federal WafWraaterDesign Manual guidelines - _a for stormwater management. The site incorporates water quantity and quality facilities for J stormwater flows. Flow calculations/modeling utilized the Federal Way standards for sizing stormwater conveyance networks and treatment facilities. It was determined utilizing these criteria. that: Detention facilities are required for the project. • Water quality facilities are required at the Stream Protection Level. • Pipe networks are to be of adequate size to effectively convey the 25-year storm event. : Pipe networks will have the capacity to hold runoff from storms greater than the 100-year storm without the HGL elevation exceeding any of the on -site rim elevations in a backwater scenario. This analysis is based on data and records either supplied to, or obtained by, AHBL, Inc. These documents are referenced within the text of the analysis. The analysis has been prepared utilizing procedures and practices within the standard accepted practices of the industry. We conclude that this project, as proposed, will not create any new problems within the existing downstream drainage system. This project will not noticeably aggravate any existing downstream problems due to either water quality or quantity. AHBL, Inc. JEC/lak February 2004 517tir040204.doc APPENDIX A - Exhibits Figure 1— TIR Worksheet Figure 2 — Site Location Figure 3 — SCS Map Figure 4 — Existing Conditions Map Figure 5 — Developed Conditions Map Figure 6 - Lower Puget Sound Basin Map Figure 7 - Federal Way Sub -Basin Map Figure 8 - SW 340' Regional Detention Facility Basin Map APPENDIX B Downstream Analysis Figure 1— Level 1 Downstream Drainage Analysis for McDonald's/Chevron, prepared by Barghausen Engineers, Inc., July 1996 .i OUR JOB NO. 5869 JULY 1996 Prepared By: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (206) 251-6222 EXPIRES 41W CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES ��% SEE I MAP - =i ' '•i:i : y. 7 .�tTa .•u :z: :E, - • _ _ - - �g1 HIM ST K m+ •J IN296T51 i SI a • r a : W mrm Si `r 7GIE1171 • Dr 9 m si S H Snr n t r J' iJ �Y D asr `r r sr MTV ►iat ; �w 5 r IA[=: • - I sv ARM IT = 1 MaTu ~ 1, LAK € •fP'`� r ae xils 5, als. n d S "P'fi1N T, 5Y 1 '° 551 r Sr ! 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" a� 1 " 340311 a M_ : _ xe d} 19 • u. 3iions 4 `, Kamw1os �I Si rE W KIT}1 5T 91 3111N y' r'� 'ti 21 -. •� �` dg�� 7acw r ' �� 2: $ W K6TH ST 1>fTM �� A 9r� n >• ii 51r r r n o.l Poor LS . e - al Wrr n ■ 11m _ esy KTRi ST ]t4Ssl tl • SEC FNP McDONALUS/CHEVRON FEDERAL WAY, WA SITE LOCATION MAP T' = 2400' BCE 5869 7/01/96 I. INTRODUCTION/GENERAL INFORMATION The proposed 2.1-acre McDonald's/Chevron site is located in the northeast quarter of Section 23, Township 21 North, Range 3 East, W.M., King County, Washington. The site lies at the southwest corner of S.W. 340th Street and Hoyt Road S.W. within the City of Federal Way. The site is bordered to the south and west by residential properties. The southwest property line forms the boundary between Federal Way in King County and the City of Tacoma in Pierce County. The site is bordered to the east by Hoyt Road S.W., which runs roughly along a north/south ridge. Hoyt Road S.W. and S.W. 340th Street (North Shore Parkway in Tacoma/Pierce County) prevent any off- site/upstream drainage from entering the site. II. EXISTING CONDITIONS The grades on the relatively flat site generally fail to the west at approximately 0.5 percent to 3 percent. Topography traps indicate runoff from a small portion (0.20 acres t) of the southeast corner of the site flows toward the south property line and/or Hoyt Road S.W. Runoff from the remainder of the property clearly flows west and exits the site along the southwest property line. A copy of the topographic survey showing on -site flow characteristics has been included in the appendix of this report. The site is currently undeveloped and contains no structures or impervious area. Existing ground cover consists of heavy brush and grasses with widely scattered significant trees. The soils consist of Alderwood gravelly sandy loam according to the King County Soils Survey. Most on -site drainage sheet flows to the west and is collected by a 2- to 3-foot wide shallow ditch running from the southwest property corner along the property line to the northwest for approximately 200 feet. At this point, runoff f tends to spread out and flow west off the property. The northeast corner of the site contains one small i' closed depression. overflow from this depression would sheet flow to the west. No other defined drainage courses are apparent on site. The site investigation was performed on Saturday, June 29, 1996, between 12:00 and 2:00 p.m. under mostly sunny skies and warm temperatures. M. DOWNSTREAM ANALYSIS 1- As drainage exits the site across the west property line, it actually leaves the City of Federal Way and enters the City of Tacoma. All points described ira the following paragraphs are located within the City of Tacoma. Site runoff sheet flows over the property line to the west into a portion of a residential plat currently nearing the completion of construction located at the east end of 45th Street N.E. The new plat is called -� Hawthorne Hills and appears to have no provisions to intercept upstream runoff and route the runoff through the site or bypass the runoff around the site. Prior to the development of Hawthorne Hills, drainage would generally flow to the west by means of sheet or shallow concentrated flow through brushy l ; and forested conditions. It would ultimately reach the low area now occupied by a lake on the Northshore Golf Course that will be described in detail later in this report. In current conditions, our site inspection revealed that flow would continue toward the west between t houses fronting 44th Street N.E. and 45th Street N.E. within the Hawthorne Hills plat. Although there were no defined drainage ditches or conveyance systems found along the eastern most 200 f feet of the 5869.001 KWI/Wesl plat, it is apparent that runoff sheet flows at approximately 2 percent between the homes, stepping down approximate 3-foot slopes between lots. It did not appear that the minimal flow expected dudug storm events would pose a threat to the newly constructed homes, due to the nature of the grades sloping away from the homes. The ground is currently bare due to recent grading, but appears to have been prepared for planting of grass. PIease refer to Sections A and B in the appendix for a profile representation of this area. A ditch has been constructed between the homes approximately 300 feet west of the property line that appears to catch the site flow as well as roof and yard drainage from the new plat. The ditch flows approximately 10o to 150 feet west before bending to the northwest and discharging into a low manmade closed depression. The ditch is 2 to 4 feet wide and shallow. The closed depression appears to be a temporary retention pond and is currently dry. The pond has no outlet structure. A 6-inch PVC pipe discharges over the newly constructed southern curb and gutter of 45th Street N.E. The 6-inch pipe s to be a pond overflow pipe. The inlet end of the pipe is the pond, however, is buried, and was appear not found during the site investigation. Drainage continues to the west down the south gutter of 45th Street N.E. at a grade leveling from approximately 10 to 2 percent for 200 f feet before dropping into a catch basin and being tightlined into a 12-inch storm drainage system approximately 300 feet west to 45th Avenue N.E. At 45th Avenue N.E., the drainage is turned and runs approximately 350 feet in a series of pipes an locked -cover manholes toward 44th Street N.W. The conveyance system consists of a 12-inch concrete pipe, at approximately 1 percent, which serves 45th Street N.E. and a small portion of 45th Avenue N.E. i At 44th Street N.E. the conveyance system turns toward the northwest and runs in a storm drainage easement through the east portion of the On -the -Green Apartment complex. By this time, the conveyance system also serves over 2,000 lineal feet of 45th Avenue N.E. as well as several side streets to the east of 45th Avenue N.E. The system consists of a 21-inch concrete pipe and Type H catch basins with solid locked lids. Slopes range from 2.5 to 16 percent. Aber crossing through the apartments, the drainage is conveyed due north in a 24-inch concrete pipe beneath a fairway of Northshore Golf Course, at a slope of approximately 1 percent. This system discharges into the south end of a lake located on the golf course. This discharge into the take is approximately 2,000 feet downstream of the proposed Chevron/McDonald's site. The lake is irregularly shaped, approximately 700 feet long and 50 feet to 150 feet wide. The lake also is discharged functions as a detention pond for the On -the -Green Apartment complex. Controlled release I No vi from the north end of the lake into a 15-inch concrete pipe flowing roughly northeast at f percent. construction or visible problems were observed at the inlet end or outlet end of the lake. Drainage continues to be conveyed northeasterly beneath Northshore Parkway in a 15-inch concrete pipe. The pipe size is increased to 21-inch concrete at a manhole located within the street. The 21-inch --1 i concrete pipe outfalls north of the right-of-way into a well-defined creek channel. -� The outlet into the creek channel is by means of a double -concrete head wall. A second 21-inch pipe The t discharges at the same head wall. It appears this pipe is from Northshore Parkway to the northwest. 21-inch concrete pipe from the lake has no sediment buildup at the outlet. The second 21-inch concrete pipe however, is approximately one-half silted at the outlet. i 5869.001 IKWLfWcsl Fj i IV. CONCLUSIONS/RECOWAENDATIONS Based on our field investigation and research of downstream drainage systems, we feel the only potential problem runoff from the site is to the east portion of the Hawthorne Hills plat where flow currently exits the site. To avoid this potential problem following construction, we recommend that drainage be tightlined to the existing storm drainage conveyance system located in Northshore Parkway, if this system contains sufficient capacity. The site is located within the south lower Puget Sound sub -basin. Retention requirements in this sub -basin consist of releasing water from the site at a peak rate of 70 percent of the 2-year pre -developed peak ninoff rate and providing storage to detain the 100-year storm event. Due to these restrictions, the impact on downstream systems following development should be minimal, if not insignificant. 5869.001 [Icwl/Wesl �J J ANALYSIS OF SEVEN CORE REQUIREMENTS 1. Discharge at the Natural Location The site will continue to drain into the same drainage basin that it currently does after the development occurs. However, because of the absence of an immediate defined downstream drainage course, the overflow discharge point is to an existing storm drain in S.W. 340th Street. The low level storms will be infiltrating into the sub -soils as required by the City, with the additional overflow discharge into the existing pipe system within S.W. 340th Street. 2. Off -site Analysis An off -site analysis has been completed per the Level I Drainage Study. 3. Runoff Control The mnoff from the developed area of this project is being controtled per the approval of the stormwater control plans. This will include storing the 100-year storm event while releasing no more than 70 percent of the 2-year pre -developed peak flows. 4. Conveyance System s A conveyance system has been proposed to collect and route all the developed stormwater flows into the ' stormwater discharge system. 5. Temporary Erosion and Sedimentation Control Prior to construction plan approval, a detailed erosion control plan will be prepared in conformance to City standards. 6. Maintenance and Operation In the final drainage report, requirements for the maintenance and operation of the stormwater systems will be identified. 7. Bonds and Liability Required bonds necessary for construction plan approval will be done in conformance to City standards. 5869.001 [KWUkVcsl P. ANALYSIS OF SPECIAL REQUIREMENTS 1. Critical Drainage Areas The site is located within the Executive Proposed Basin Plan for Hylebos Creek and Lower Puget Sound. The design of the detention system is in conformance with this plan. 2. Compliance with an Existing Master Drainage Plan As mentioned above, the proposed design of the system meets the criteria established in the Master Drainage Plan. 3. Conditions Requiring a Master Drainage Plan This section is not applicable due to the size of the project. 4. Adopted Basin or Community Plans The proposed project is within an RS9600 zone. However, it has been proposed to be redesignated to a BN designation. 5. Special Water Quality Controls This project does not meet the threshold requiring special water quality controls. 6. Coalescing Plate Oil/Water Separators This project does not meet the threshold requiring this installation. 7. Closed Depression This project does not have a closed depression located on -site and does not meet the threshold requiring this analysis. 8. Use of Lakes, Wetlands, or Closed Depressions for Runoff Control This project does not meet the threshold requiring this analysis. 9. Delineation of the 100-Year Flood Plain The proposed project does not lie within or near a 100-year flood plain associated with a stream or body of water. 5869.001 [KW1J r-S] 'l 10. Flood Protection Facilities for Type 1 and 2 Streams This project does not meet the threshold requiring analysis or special facilities to be built. 1 11. Geotechnical Analysis and Report ,-, A geotechnical report has been prepared for the project and is being submitted for information. 12. Soils Analysis and Report This project does have a soils report prepared for the project even though the threshold for this condition does not necessitate the requirement. i' J i i J J. i- J� • J�. l r 1' 5869.001 [KWLIk CSI E-� w V1 3� 7 F•�i W C/Z EM u up h w o. O U .7y o 5 N 043 z u vi oo o U U Cd g ti u b y ca 3 CA ci � A q° u 3 IE a O u z F c Q u F+ F f•� U x :a E w i 43 �. o o u a •y 'rn 0 � O Q p •��•� o z° ri w" z A o z � � a a a a yo ° b " a a '& O V V u ~O N G G b q C Q q b .� i c y ►� o z o z o z Z z z z z z � ob z oa S S O O in N N S S g W O OW, 8 ,.,,� N N N N M M M M [+l - LZ r' O v�i tk 7A o p O 0 h O C Ow ` ii tR N V .+ V9 } 4p3 VA. + N N (`1 O N V . + vl N � e� z p 'U W' U N o a b 73 N + b U euo :a 4: 'd p0 N O N N end O O N p u obo u P 8 p u w bo a u 00 A a Ii ld �3 ry N ~ V bO v.l � o �'o u ti o d Ou a $ v� v'ai v3i A o c7 04 a. a a `/' a cd N M M to �O 00 Q\ —4cn r• u APPENDIX C Hydrologic Analysis Exhibit 1— Rainfall Regions and Regional Scale Factors Exhibit 2 — Peak Flow Calculations Exhibit 3 — Flow Control Calculations Exhibit 4 — Water Quality Calculations Exhibit 5 — Conveyance Calculations Northshore Plaza Retail Building Basin Area Calculations Existing Event Summary: BasinlD Peak Q Peak T Peak Vol Area Method Raintype Event (cfs) (hrs) (ac-ft) ac /Loss Existing 0.10 8.00 0.0494 0.58 SBUH/SCS TYPE1A 2 yr Existing 0.18 8.00 0.0821 0.58 SBUH/SCS TYPEIA 10 yr Existing 0.33 8.00 0.1475 0.58 SBUH/SCS TYPEIA 25 yr Existing 0.29 8.00 0.1301 0.58 SBUH/SCS TYPEIA 100 yr Drainage Area: Existing Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.4100 ac 81.00 0.50 hrs Impervious 0.1700 ac 98.00 0.03 hrs Total 0.5800 ac Supporting Data: Pervious CN Data: Brush, trees, etc. 81.00 0.4100 ac Impervious CN Data: Houses, pavement. 98.00 0.1700 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed TC 0.00 ft 0.00% 30.0000 30.00 min Impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed TC 0.00 ft 0.00% 2.0000 2.00 min Developed Event Summary: BasinlD Peak Q Peak T Peak Vol Area Method Raintype Event (cfs) (hrs) (ac-ft) ac /Loss Developed 0.22 8.00 0.0755 0.58 SBUH/SCS TYPEIA 2 yr Developed 0.33 8.00 0.1140 0.58 SBUH/SCS TYPE1A 10 yr Developed 0.53 8.00 0.1861 0.58 SBUH/SCS TYPEIA 25 yr Developed 0.48 8.00 0.1673 0.58 SBUH/SCS TYPEIA 100 yr Drainage Area: Developed Hyd Method: SBUH Hyd Loss Method: SCS CN Number Peak Factor: 484.00 SCS Abs: 0.20 Storm Dur: 24.00 hrs Intv: 10.00 min Area CN TC Pervious 0.1900 ac 86.00 0.17 hrs Impervious 0.3900 ac 98.00 0.08 hrs Total 0.5800 ac Supporting Data: Pervious CN Data: Landscaping 86.00 0.1900 ac Impervious CN Data: Buildings, pavement. 98.00 0.3900 ac Pervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed TC 0.00 ft 0.00% 10.0000 10.00 min 1 impervious TC Data: Flow type: Description: Length: Slope: Coeff: Travel Time Fixed TC 0.00 ft 0.00% 5.0000 5.00 min 203517.10: Northshore Plaza Retail Building Preliminary Detention Vault Calculations Running K:\Civil\Yr-2003\203517\storm\RLPOOL Report.pgm on Wednesday, February 04, 2004 100 yr Match Q: 0.0722 cfs Peak Out Q: 0.0712 cfs - Peak Stg: 390.00 ft - Active Vol: 3004.76 cf Summary Report of all RLPool Data Project Precips [2 yr] 2.10 in 15 yr] 3.10 in [10 yr] 2.95 in [25 yr] 4.50 in [100 yr] 4.10 in [Other] 1.27 in HYDLIST SUMMARY [Existing - 2 yr] [Developed - 100 yr] LSTEND HydID Peak Q Peak T ------- (cfs) (hrs) Existing - 2 yr 0.10 8.00 Developed - 100 yr 0.48 8.00 OUT 0.07 15.67 STORLIST [VAULT] LSTEND Node ID: VAULT Desc: Manhole structure Start El: 387.0000 ft Contrib Basin: Length Width 50.0000 ft 20.0000 ft DISCHLIST [Multiple Orifice] LSTEND [OUT] Peak Vol (ac-ft) 0.0494 0.1673 0.1352 Max El: Contrib Hyd: Void Ratio 100.00 Cont Area (ac) 0.5800 0.5800 0.5800 390.0000 ft Control Structure ID: Multiple Orifice - Multiple Orifice Structure Descrip: Multiple Orifice Start El Max El Increment 387.0000 ft 390.0000 ft 0.10 Orif Coeff: 0.62 Bottom El: 380.00 ft Lowest Diam: 1.2305 in 1 RLPCOMPUTE [RLPOOL] DETAILED 100 yr event Time 11 12 2S Sum 1+2S 01 O2S Elev 50.00 0.00 0.00 0.00 0.01 0.00 0.01 387.00 60.00 0.01 0.01 0.01 0.02 0.00 0.02 387.00 70.00 0.01 0.01 0.02 0.04 0.00 0.04 387.00 80.00 0.01 0.01 0.03 0.07 0.00 0.06 387.01 90.00 0.02 0.02 0.06 0.10 0.01 0.10 387.02 100.00 0.02 0.02 0.09 0.14 0.01 0.13 387.03 110.00 0.03 0.03 0.12 0.18 0.01 0.17 387.04 120.00 0.03 0.03 0.16 0.23 0.01 0.22 387.05 130.00 0.03 0.03 0.21 0.27 0.01 0.26 387.06 140.00 0.03 0.03 0.25 0.32 0.01 0.31 387.08 150.00 0.04 0.04 0.30 0.38 0.01 0.37 387.09 160.00 0.04 0.04 0.35 0.43 0.01 0.42 387.11 170.00 0.04 0.04 0.40 0.49 0.01 0.47 387.12 180.00 0.04 0.04 0.46 0.54 0.02 0.52 387.14 190.00 0.04 0.04 0.51 0.59 0.02 0.58 387.15 200.00 0.04 0.04 0.56 0.65 0.02 0.63 387.17 210.00 0.04 0.04 0.62 0.71 0.02 0.69 387.18 220.00 0.05 0.05 0.67 0.76 0.02 0.75 387.20 230.00 0.05 0.05 0.73 0.83 0.02 0.81 387.22 240.00 0.05 0.05 0.79 0.89 0.02 0.87 387.24 250.00 0.05 0.05 0.85 0.96 0.02 0.94 387.25 260.00 0.06 0.06 0.92 1.03 0.02 1.01 387.27 270.00 0.06 0.06 0.99 1.11 0.02 1.09 387.30 280.00 0.06 0.06 1.07 1.19 0.02 1.17 387.32 290.00 0.07 0.07 1.15 1.28 0.02 1.26 387.34 300.00 0.07 0.07 1.23 1.38 0.02 1.35 387.37 310.00 0.07 0.07 1.32 1.47 0.03 1.45 387.40 320.00 0.08 0.08 1.42 1.58 0.03 1.55 387.43 330.00 0.08 0.08 1.52 1.68 0.03 1.66 387.46 340.00 0.08 0.08 1.63 1.80 0.03 1.77 387.49 350.00 0.09 0.09 1.74 1.92 0.03 1.89 387.52 360.00 0.09 0.09 1.85 2.04 0.03 2.01 387.56 370.00 0.09 0.09 1.98 2.17 0.03 2.14 387.59 380.00 0.10 0.10 2.10 2.31 0.03 2.28 387.63 390.00 0.11 0.11 2.25 2.47 0.03 2.43 387.67 400.00 0.11 0.11 2.40 2.63 0.03 2.60 387.72 410.00 0.12 0.12 2.56 2.82 0.04 2.78 387.77 420.00 0.14 0.14 2.75 3.02 0.04 2.98 387.82 430.00 0.14 0.14 2.94 3.23 0.04 3.19 387.88 440.00 0.15 0.15 3.15 3.47 0.04 3.43 387.95 450.00 0.17 0.17 3.39 3.73 0.04 3.69 388.02 460.00 0.17 0.17 3.64 4.12 0.04 4.08 388.09 470.00 0.31 0.31 4.04 4.81 0.05 4.77 388.21 480.00 0.46 0.46 4.72 5.66 0.05 5.61 388.42 490.00 0.48 0.48 5.56 6.41 0.05 6.36 388.67 500.00 0.37 0.37 6.30 6.92 0.06 6.87 388.89 510.00 0.25 0.25 6.81 7.30 0.06 7.25 389.04 520.00 0.24 0.24 7.19 7.64 0.06 7.58 389.16 530.00 0.21 0.21 7.52 7.91 0.06 7.85 389.26 540.00 0.18 0.18 7.79 8.14 0.06 8.08 389.34 550.00 0.18 0.18 8.02 8.35 0.06 8.29 389.40 560.00 0.16 0.16 8.22 8.51 0.06 8.45 389.47 570.00 0.14 0.14 8.38 8.65 0.07 8.59 389.52 580.00 0.13 0.13 8.52 8.78 0.07 8.72 389.56 590.00 0.13 0.13 8.65 8.90 0.07 8.83 389.60 600.00 0.12 0.12 8.77 9.01 0.07 8.94 389.63 610.00 0.12 0.12 8.88 9.11 0.07 9.04 389.66 620.00 0.11 0.11 8.98 9.20 0.07 9.13 389.69 630.00 0.11 0.11 9.06 9.28 0.07 9.21 389.72 640.00 0.11 0.11 9.14 9.36 0.07 9.29 389.74 650.00 0.10 0.10 9.22 9.42 0.07 9.35 389.77 660.00 0.10 0.10 9.28 9.48 0.07 9.41 389.79 670.00 0.10 0.10 9.35 9.54 0.07 9.47 389.80 680.00 0.10 0.10 9.40 9.60 0.07 9.53 389.82 690.00 0.09 0.09 9.46 9.65 0.07 9.58 389.84 700.00 0.09 0.09 9.51 9.70 0.07 9.63 389.85 2 710.00 0.09 0.09 9.56 9.74 0.07 9.67 389.87 720.00 0.09 0.09 9.60 9.78 0.07 9.71 389.88 730.00 0.09 0.09 9.64 9.82 0.07 9.75 389.89 740.00 0.09 0.09 9.68 9.86 0.07 9.79 389.90 750.00 0.09 0.09 9.72 9.89 0.07 9.82 389.91 760.00 0.09 0.09 9.75 9.92 0.07 9.85 389.92 770.00 0.08 0.08 9.78 9.94 0.07 9.87 389.93 780.00 0.08 0.08 9.80 9.97 0.07 9.90 389.94 790.00 0.08 0.08 9.82 9.99 0.07 9.92 389.95 800.00 0.08 0.08 9.85 10.01 0.07 9.94 389.95 810.00 0.08 0.08 9.87 10.03 0.07 9.96 389.96 820.00 0.08 0.08 9.89 10.05 0.07 9.98 389.97 830.00 0.08 0.08 9.91 10.07 0.07 10.00 389.97 840.00 0.08 0.08 9.93 10.08 0.07 10.01 389.98 850.00 0.08 0.08 9.94 10.10 0.07 10.02 389.98 860.00 0.08 0.08 9.95 10.11 0.07 10.04 389.99 870.00 0.08 0.08 9.97 10.12 0.07 10.05 389.99 880.00 0.08 0.08 9.98 10.13 0.07 10.06 389.99 890.00 0.08 0.08 9.99 10.14 0.07 10.07 390.00 900.00 0.07 0.07 10.00 10.14 0.07 10.07 390.00 910.00 0.07 0.07 10.00 10.15 0.07 10.08 390.00 920.00 0.07 0.07 10.01 10.15 0.07 10.08 390.00 930.00 0.07 0.07 10.01 10.16 0.07 10.09 390.00 940.00 0.07 0.07 10.01 10.16 0.07 10.09 390.00 950.00 0.07 0.07 10.02 10.16 0.07 10.08 390.00 960.00 0.07 0.07 10.01 10.15 0.07 10.08 390.00 970.00 0.07 0.07 10.01 10.15 0.07 10.08 390.00 980.00 0.07 0.07 10.00 10.14 0.07 10.07 390.00 990.00 0.07 0.07 10.00 10.14 0.07 10.07 390.00 1000.00 0.07 0.07 10.00 10.13 0.07 10.06 390.00 1010.00 0.07 0.07 9.99 10.13 0.07 10.06 390.00 1020.00 0.07 0.07 9.99 10.12 0.07 10.05 390.00 1030.00 0.07 0.07 9.98 10.12 0.07 10.05 389.99 1040.00 0.07 0.07 9.98 10.11 0.07 10.04 389.99 1050.00 0.06 0.06 9.96 10.09 0.07 10.02 389.99 1060.00 0.06 0.06 9.95 10.08 0.07 10.01 389.99 1070.00 0.06 0.06 9.94 10.05 0.07 389.98 1080.00 0.06 0.06 9.93 10.05 0.07 9.98 9.98 389.97 1090.00 0.06 0.06 9.91 10.02 0.07 9.95 389.97 1100.00 0.06 0.06 9.90 10.02 0.07 9.95 389.96 1110.00 0.06 0.06 9.88 10.00 0.07 9.93 389.96 1120.00 0.06 0.06 9.86 9.98 0.07 9.91 389.96 1130.00 0.06 0.06 9.84 9.96 0.07 9.89 389.95 1140.00 0.06 0.06 9.82 9.94 0.07 9.87 389.94 1150.00 0.06 0.06 9.79 9.91 0.07 9.84 389.94 1160.00 0.06 0.06 9.77 9.89 0.07 9.82 389.93 1170.00 0.06 0.06 9.74 9.86 0.07 9.79 389.92 1180.00 0.06 0.06 9.72 9.83 0.07 9.76 389.91 1190.00 0.06 0.06 9.69 9.80 0.07 9.73 389.91 1200.00 0.06 0.06 9.66 9.77 0.07 9.70 389.90 1210.00 0.06 0.06 9.63 9.74 0.07 9.67 389.89 1220.00 0.06 0.06 9.60 9.71 0.07 9.64 389.88 1230.00 0.06 0.06 9.57 9.68 0.07 9.61 389.87 1240.00 0.06 0.06 9.54 9.65 0.07 9.58 389.86 1250.00 0.06 0.06 9.52 9.63 0.07 9.56 389.85 1260.00 0.06 0.06 9.49 9.60 0.07 9.53 389.85 1270.00 0.06 0.06 9.46 9.57 0.07 9.50 389.84 1280.00 0.06 0.06 9.43 9.54 0.07 9.47 389.83 1290.00 0.06 0.06 9.41 9.52 0.07 9.45 389.82 1300.00 0.06 0.06 9.38 9.49 0.07 9.42 389.81 1310.00 0.06 0.06 9.35 9.46 0.07 9.39 389.81 1320.00 0.06 0.06 9.33 9.44 0.07 9.37 389.80 1330.00 0.06 0.06 9.30 9.41 0.07 9.34 389.79 1340.00 0.05 0.05 9.27 9.38 0.07 9.31 389.78 1350.00 0.05 0.05 9.24 9.34 0.07 9.27 389.77 1360.00 0.05 0.05 9.21 9.31 0.07 9.24 389.76 1370.00 0.05 0.05 9.17 9.27 0.07 9.20 389.75 1380.00 0.05 0.05 9.14 9.24 0.07 9.17 389.74 1390.00 0.05 0.05 9.10 9.21 0.07 9.14 389.73 1400.00 0.05 0.05 9.07 9.17 0.07 9.10 389.72 3 1410.00 0.05 0.05 9.04 9.14 0.07 9.07 389.71 1420.00 0.05 0.05 9.00 9.11 0.07 9.04 389.70 1430.00 0.05 0.05 8.97 9.07 0.07 9.00 389.69 1440.00 0.05 0.05 8.94 9.04 0.07 8.97 389.68 1450.00 0.05 0.05 8.91 8.98 0.07 8.92 389.67 1460.00 0.03 0.03 8.85 8.88 0.07 8.82 389.66 1470.00 0.00 0.00 8.75 8.75 0.07 8.69 389.62 1480.00 0.00 0.00 8.62 8.62 0.07 8.56 389.59 1490.00 0.00 0.00 8.49 8.49 0.07 8.43 389.55 1500.00 0.00 0.00 8.36 8.36 0.07 8.30 389.51 1510.00 0.00 0.00 8.23 8.23 0.06 8.17 389.47 1520.00 0.00 0.00 8.10 8.10 0.06 8.04 389.43 1530.00 0.00 0.00 7.97 7.97 0.06 7.91 389.39 1540.00 0.00 0.00 7.85 7.85 0.06 7.79 389.35 1550.00 0.00 0.00 7.72 7.72 0.06 7.66 389.32 1560.00 0.00 0.00 7.60 7.60 0.06 7.54 389.28 1570.00 0.00 0.00 7.47 7.47 0.06 7.41 389.24 1580.00 0.00 0.00 7.35 7.35 0.06 7.29 389.21 1590.00 0.00 0.00 7.23 7.23 0.06 7.17 389.17 1600.00 0.00 0.00 7.11 7.11 0.06 7.05 389.10 1610.00 0.00 0.00 6.99 6.99 0.06 6.93 389.06 1620.00 0.00 0.00 6.87 6.87 0.06 6.81 389.3 1630.00 0.00 0.00 6.75 6.75 0.06 6.70 38 1640.00 0.00 0.00 6.64 6.64 0.06 6.58 388..99 1650.00 0.00 0.00 6.52 6.52 0.06 6.46 388.96 1660.00 0.00 0.00 6.41 6.41 0.06 6.35 388.92 1670.00 0.00 0.00 6.29 6.29 0.06 6.24 388.89 1680.00 0.00 0.00 6.18 6.18 0.06 6.13 388.85 1690.00 0.00 0.00 6.07 6.07 0.06 6.02 388.82 1700.00 0.00 0.00 5.96 5.96 0.05 5.91 388.79 1710.00 0.00 0.00 5.85 5.85 0.05 5.80 388.76 1720.00 0.00 0.00 5.74 5.74 0.05 5.69 388.72 1730.00 0.00 0.00 5.64 5.64 0.05 5.58 388.69 1740.00 0.00 0.00 5.53 5.53 0.05 5.48 388.66 1750.00 0.00 0.00 5.42 5.42 0.05 5.37 388.63 1760.00 0.00 0.00 5.32 5.32 0.05 5.27 388.60 1770.00 0.00 0.00 5.22 5.22 0.05 5.16 388.56 1780.00 0.00 0.00 5.11 5.11 0.05 5.06 388.53 1790.00 0.00 0.00 5.01 5.01 0.05 4.96 388.50 1800.00 0.00 0.00 4.91 4.91 0.05 4.86 388.47 1810.00 0.00 0.00 4.81 4.81 0.05 4.76 388.44 4 Project ✓`JG ��29 Project No. Subject fZ0f05/4zr 1aC /5 Phone With/To Fax # Address # Faxed Pages_ 02/03/oq J�r� Date By S//yule S zany ti1P�foc� :'srvbM� �_ .sew TRc ,�in•�iI1 ,� ior, ❑ Page of_ ❑ Calculations ❑ Fax ❑ Memorandum ❑ Meeting Minutes ❑ Telephone Memo 3 fj'J,�X Vtzir�/' plP�o�h r-�'�ve 5�.�yjl.� c1 -•3 9. -50/1 �f - - Il T = o- 3y / 9 k � - 0.7 Cs CT-4, r Tty "' 9/9J 7 Sc� �h� r�d�rr�rQ.� �.�.•� c��cu lq��. 7.irl II f ,� = 0 - a 3q . Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors VaVa,gf I�Iii/lt�79`, V.0 AF (2o' %' O - TyJ ❑ TACOMA 2215 N. 30th St. Suite 300 8® �, f Tacoma, WA 98403-3305 VaZwne o F D1ief/p o o 75 Ile Q,, 253.383.2422 =Q - 7-6-C6 BO, 253.383.2572 FAX o c7' I� y x 20' wie-IC ❑ SEATTLE 316 Occidental Ave. S. Suite 320 Seattle, WA 98104-4421 If this does not meet with your understanding, please contact us in writing within seven days. THANK YOU 206.267.2425 206.267.2429 FAX 203517.10: Northshore Plaza Retail Building Underdrain Pipe Preliminary Sizing Calculations Manning Pipe Calculator Given Input Data: Shape........................... Circular Solving for ..................... Depth of Flow Diameter ........................ 6.0000 in Flowrate ............ ............ 0.2200 cfs Slope ........................... 0.0100 ft/ft Manning's n ..................... 0.0130 Computed Results: Depth ........................... 2.6096 in Area ............................ 0.1963 ft2 Wetted Area ..................... 0.0820 ft2 Wetted Perimeter ................ 8.6418 in Perimeter ....................... 18.8496 in Velocity ........................ 2.6844 fps Hydraulic Radius ................ 1.3656 in Percent Full .................... 43.4939 % Full flow Flowrate .............. 0.5611 cfs Full flow velocity .............. 2.8577 fps Critical Information Critical depth .................. 2.8251 in Critical slope .................. 0.0076 ft/ft Critical velocity ............... 2.4205 fps Critical area ................... 0.0909 ft2 Critical perimeter .............. 9.0748 in Critical hydraulic radius ....... 1.4423 in Critical top width .............. 5.9898 in Specific energy ................. 0.3295 ft Minimum energy .................. 0.3531 ft Froude number ................... 1.1639 Flow condition .................. Supercritical APPENDIX D Geotechnical Report APPENDIX E Site Improvement Bond Quantity Worksheet APPENDIX F Maintenance Requirements 03/12/M4 15: 07 FAX 253 471 6232 COrOT.7-.(,IAL EXAM R 002 Form No. 14 Subdivision Guarantee lssued by Guarantee No.. NCS-73469-WA3 Fist American 7W7'e' InsuranCP COMpany 3866 South 74th W reet, Tacoma, WA 98409 Title :'�r; .Doug .weborg Phone f"',25-3) 471-1234 FAX: 471-6232 RECEIVE[ I FEB 1 3 1004 G1TY'OF FEDERAL WAY BUILDING DEPT. 0'r�-((Do5CxOJ`-Y UL,./12/GU'U4 15:07 FAX 253 471 6232 C0112'E:_:CIAL EXAM R003 Form No. 14 Subdivision Guarantee (4-10-757 Guarantee No.: NCS-73469 WA3 Page No.: i First.4merican 11155r71'e Insurance Company Mudiwnd Commercialservices 3866 South 74th Street, Tacoma, WA 98409 (253) 471.-1;234 •- FAX (253) 471-6232 SUBI)1'VIS10N GUARANTEE VABILITY $ 1,000.011 ORDER NO.; NCS-73469-WA3 FEE $ 200.00 TAX $ 17.80 YOUR REF.: First American Title Insurance Company a Corporation, herein called the Company Subject: to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Hil.113c Architecture herein called the Assured, against loss not: e:c1;E4=ding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXC,L.USIONS AND LIMITATIONS 1. No guarantee is given nor liability a:--s, cried with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon d'ia assurance herein iset forth, but in no event shall the Company's liability exceed the liabilitli .Amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction ,affecting title to said property. Dated; February 06, 2004 at 7:30 A.M. 0Pa/12/2004 15:07 FAX 253 471 6232 COROKEIRICIAL F.XA1 1M004 Form No.14 Subdivision Guarantee (4-10-75) ;SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Guarantee No.: NCS-73469-WA3 Page No.: 2 Spearman Development Group, LLC, a Washington Limited Liability Company B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any portion thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water, 3. 'fax Deeds to the State of Washington, 4. Documents pertaining to mineral estrtin. DESCRIPTION: Parcel A: The North 100 feet of Tract 75 of Hannon's Half Acres, measured along the East line1 of said Tract 75, according to plat recorded in lfolurne 16 of Plats at Page 28, in King County, Washington. Parcel B: A non-exclusive easement for ingress and egress as conveyed by document recorded under Recording No. 1.0031210001763, in i(ing County, Washington. APN: 308900-0385-03 UZdIZ/ZUU4 11D:U8 N'A1 L53 4'!1 bZZZ CUD11 EIE.UTAL EA" M UUa Form No. 14 subdivision Guarantee (4-10-75) RECORD MATTERS: 1. General Taxes for the year 2004. Tax Account No.: ,t:;S?00-0385-03 Amount Billed. i5 1,489.58 Amount Paid: 0.00 Amount Due: 1,489.58 Assessed Land Value: $ 1_L5,000.00 Assessed Improvement Value: $ 0.00 Said taxes are not payable until Fdb-uary 15, 2004. Guarantee No.: NCS-73469-WA3 Page No.: 3 2. Deed of Trust and the terms and cone. -I tions thereof. Grantor/Trustor: Spear -rian Development Group, LLC, a Washington Limited Liabilit)r Company Grantee/Beneficiary: Ban�7e:r Bank Trustee: First: Arnefican Title Insurance Company Amount: $ 2:43,I)D0-.00 Recorded: 12/ 1.0,12003 Recording Information: 20031210001765 3. Easement, including terms and prravi:sians contained therein: Recording Information: 8601322.0362 In Favor of: King County For: site distance with slopes and cuts and removal of vegetation, materiais or obstructions thereto Affects: refer- to said instrument for the exact location 4. A document entitled "Access Easernffit Agreement", executed by and between Eberth Ventures, LLC and Spearman Development Group, LLC recorded December 10, 2003, as instrument no. 20031210001763 of Official Recon1s„ IN FOI,11MrATIONAL All6 E �..,...... --- ---- �1,.....,`ur,,.,:.: ..... a.:.,....N....�.:-._...:-...--.-..,:..v .:... �. ..._ A. Any sketch attached hereto is done �,o as a courtesy only and is not part of any title commitment or policy. It is furnished solely for t:h-:-urpose of assisting in locating the premises and First American expressly disclaims any liabilit>t which may result from reliance made upon it. UZJ1Z/ZUU4 10:U6 VA.l Z03 411 6232 CUICLM.hs:41AL hAAII1 cpJ000 Form No. 14 Guarantee No.: NCS-73469-WA3 Subdivision Guarantee (4-10-75) Page No.: 4 SCHEDULE OF EXCLLIHIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that speclfk assurance are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against: the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies tuxes o• assessments on real property; or, (2) Proceedlr.gs by a public agency which may result In taxe or assessments, or nodcrs of such proceedings, whether or not the salters arcluded under (1) or (2) are shown by the records of the taxing authority or by the pubil records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or In Ads authorizing the Issuance thereof; (3) water rights, claims or title to water, whethe or not the matters excluded under (1), (2) or (3) are shown by the public r=_coros. 2. Notwithstanding any specific assurances which are provided In Schedu e A of this Guarantee, the Company assumes no liability for loss or damage by reason of th following: (a) Defects, liens, encumbrances, adverse claims or other matters affr:ctnq the title to any property beyond the lines of the land expressly described In the description se forth in Schedule (A), (C) or In Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therel vaults, tunnels, ramps, or any structure or improvements; or any rights or ea:.ements therein, unless such property, rights or easements are expressly and specifically setfort In said description. (b) Defects, liens, encumbrances, adverse claims or other matters, wh=_thel or not shown by the public records; (1) which are created, suffered, assumed or agreed to b one or more of the Assurms• (2) which result in no loss to the Assured; or (;) which do not result in the Invalidity or potential Invalidity of any judicial or non-judldt proceeding which Is wlthln the scope and purpose of the assurances prowl=h. (c) The identity of any party shown or rc rerred to in Schedule A. (d) The validity, legal effect or priority o: any matter shown or refo-red to In thls Guarantee. GUARANTEE CU NDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used In the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Gl- rantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referrer) to in Schedule (A) (C) or in Par: 2, and Improvements affixed thereto which by law constitute real property. The term "land` does not Include any property beyond the lines of the area described or referred to in Schedule (A) (C) or in Part 2, nor any right, title, interest, estate or easement In abutting streets, roads, avenues, alleys, lanes, ways or waterways, (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument (d) "public records" : records established under state statutes a: Date of Guarantee for the purpose of Imparting constructive notice of matters relatir _a real property to purchasers for value and without knowledge. (e) "date": the effective date, 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly In writing In case kr,:,wlec-qu shall come to an Assured hereunder of any claim of title or interest which is advi:l:; ° to the title to the estate or Interest, as stated herein, and whldi might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If proinlrt notice shall not be given to the Company, then all liability of the Company shall I ardnate with regard to the matter or matters for which prompt no! ice Is required; provided, however, that failure to notify the Company shall in no case prejudice: to rghts of any Assured under this Guarantee unless the Company shall be prejudfi:ac by Ithe failure and then only to the extent of the pre;udice. 3. No Duty to Defend or Prasecote. The Company shall have no duty to defend or prosecute any action or prna'=ding to which the Assured Is a party, notwithstanding the nature of any alleclati: ri In such action or proceeding. 4. Companys Option to Defend or Prosecute Actions; Duty of .Aassared Claimant to Cooperate, Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at Its sole option and cost, to inetilute and prosecute any action or proceeding, Interpose a defense, as limited in (tii, or to do any other act which In its opinion may be necessary or desirable to establish the title to the estate or Interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or cur: il; shall be liable hereunder, and shall not thereby concede liability or waive any prinvision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently, (b) If the Company elects to exercise its options as stated In Paragraph Wa) the Company shall have the right to select counsel of Its choice (subject W the right of such Assured to object for reasonable muse) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the 0,rnpary pay any fees, costs or expenses incurred by an Assured in the defense of those Causes C action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defers as permitted by the provisions of this Guarantee, the Company may pursue an litigation to final determination by a court of competent jurisdiction and express! reserves the right, in its sole discretion, to appeal from an adverse judgment or ordei (d) In all cases where this Guarantee permits the Company to prosecute c provide for the defense of any action or proceeding, an Assured shall secure to th Company the right to so prosecute or provide for the defense of any action c proceeding, and all appeals therein, and permit the Company to use, at its option, th name of such Assured for this purpose. Whenever requested by the Company, a Assured, at the Company's expense, shall give the Company all reasonable aid In an action or proceeding, securing evidence, obtaining witnesses, prosecuting c defending the actlon or lawful act which In the opinion of the Company may b necessary or desirable to establish the title to the estate or Interest as stated herelr or to establish the lien rights of the Assured. If the Company is prejudiced by th (allure of the Assured to furnish the required cooperation, the Company's obligation to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions an Stipulations have been provided to the Company, a proof of loss or damage slgne and sworn in by the Assured shall be furnished to the Company within ninety (9C days after the Assured shall ascertain the facts giving rise to the loss or damage. Th proof of loss or damage shall describe the matters covered by this Guarantee whfc constitute the basis of loss or damage and shall stater to the extent possible, th basis of calculating the amount of the loss or damage. If the Company Is prejudice by the failure of the. Assured to provide the required proof of loss or damage, th Company's obligal �cn to such Assured under the Guarantee shall terminate. I addition, the Assured may reasonably be required to submit fo examination unde oath by any acRhorized representative of the Company and shall produce fc examination, Inspection and copying, at such reasonable times and places as may b designated by any authorized representative of the Company, all records, book. - ledgers, checks, correspondence and memoranda, whether bearing a date befure c after Date of Guarantee, which reasonably pertain to the loss or damage Further, requested by any authorized representative of the Company, the Assured shall grar its permission, In writing, for any authorized representative of the Company t examine, inspect and copy all records, hooks, ledgers, checks, correspondence an memoranda in the custody or control of a third party, which reasonably pertain to th Loss or Damage. All information designated as confidential by the Assured provide to the Company, pursuant to this Section shall not be disclosed to others unless, I the reasonable judgment of the Company, it is necessary in the administration of th claim_ Fallure of the Assured to submit for examination under oath, produce othe reasonably requested information or grant permission to secure reasonably necessar Information from third parties as required In the above paragraph, unless prohibite by law or governmental regulation, shall terminate any liability of the Company unde this Guarantee to the Assured for that calm. Form No, 1282 (Rev. 12/15/9: UZ/TJZ/ZUU4 1b:U9 PAX 253 471 6232 COIRM. :'e:G1AL 1 1AM 6. Options to Pay or Otherwise 5ettfe Claims: Termination of Link; IKy,. In case of a claim under this Guarantee, the Company shall have Ilie f-c1lowing additional options: (a) To Pay or Tender Payment of the Amount of Llabllty or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or In he name of the Assured any claim which could result In loss to the Assured within -:ne coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee Is Issued for the benefit of a holder of a mortgage or a 1'renholder, the Company shall have the option to purchase the Indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attomr:ys' fees and expenses Incurred by the Assured claimant which were authorized by the Company up to the time of purchase_ Such purchase, payment or tender of payment of the full amount of tho r;:uarantee shall terminate all liability of the Company hereunder. In the event afi:ar notice of calm has been given to the Company by the Assured the Company ofii=_rs b7 purchase said Indebtedness, the owner of such indebtedness shall transfer and assion said indebtedness, together with any collateral s=_curi y, to the Company upon rmyrnent of the purchase price, Upon the exercise by the Company of the option provided for In Paragraph (a) the Company's obligation to the Assured under this Guarantee for the riaiined loss or damage, other than to make the payment required in that paragraph, shz I ImmInate, Including Any obligation to continue the defense or prosecution of arty Rklabon for which the Company has exerclsed Its options under Paragraph 4, and the- Guarantee shall be surriendered in U-,e Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured cr With the Assured Claimant. To pay or otherwise settle with other parties for or In the name of an Awured claimant any claim Assured against under this Guarantee, together with any cost:, ettnrneys' fees and expenses incurred by the Assured claimant which were authorzeA by the Company up to the time of payment and which the Company is obligated b. ;pay. Upon the exercise by the Company of the option provided for In Paragraph (b) the Company's obligation to the Assured under this Guarantee for the dBirrr_cl loss or damage, other than to make the payment required in that paragraph, shall terminate, Including any obligation to continue the defense or prosecution of ary L'tl(ladon for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee Is a contract of Indemnity against actual monetary lass or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Caverll2 of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not: exceed the least of: (a) the amount of liability stated in Schedule A or In Parr. 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section G of these Conditions and Stipulations or as reduced under Section 9 a(' these Conditions and Stlpulalfr,rrs, at the time the loss or damage Assured against by this Guarantee occurs, totledler with interest thereon; or (c) the difference between the value of the estate or interest covered I-ineby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. S. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defier":. Ilen or encumbrance, or cures any other matter Assured against by this Guarantee In a reasonably dllgent manner by any method, Including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with mspe,:t to diat matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any Iltigation by the Company or with the Company's consent. the Company shall have no liability for loss or damage until there has tneen a final determination by a court of competent jurisdiction, and disposition of ail appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not be liable for loss or damage to any Assured for lab voluntarily assumed by the Assured in settling any claim or suit without prior written consent of the Company. 4. Reduction of Llablllty or Termination of Liability. All payments under this Guarantee, except payments made for costs, attomeys' f and expenses pursuantm Paragraph 4 shall reduce the amount of liability pro tanta I.C. Payment of Loss, -- (a) No payment shall bg made without producing this Guarantee for endorserr of the payment unless the Guarantee has been lost or destroyed, in which case pi of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely firer accordance with these Conditions and stipulations, the loss or damage shall payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement Whenever the Company shall have settled and paid a claim under this Guarantee, right of subrogation shall vest in the Company unaffected by any ad: of the Assu claimant.. The Cornpany shall be subrogated to and be entitled to all rights and remedies wl the Assured would have had against any person or property In respect to the claim 1 this Guarantee not been issued. If requested by the Company, the Assured s transfer to the Company all rights and remedies against any person or propr necessary in order to perfect this right of subrogatlon. The Assured shall permit Company to sue, compnM#m or settle in the name of the Assured and to rise name of the Assured In any transaction or litigation involving these rights or remedh If a payment on account of a claim does not fully cover the loss of the Assured Company shall be subrogated to all rights and remedies of the Assured after Assured shall have recovered Its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may dem, arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitrai Association. Arbitrable matters may include, but are not limited to, any controverm,, claim bentieen the Company and the Assured arlsing out of or relating to Guarantee, any service of the Company in connection with its issuance or the bre of a Guarantee provision or other obligation. All arbitrable matters when the Arno of Liability is $1,000,000 or less shall be arbitrated at the option of either the Comp or the Assured. All arbitrable matters when the amount of liability Is in excel; $1,000,000 shall be arbitrated only when agreed to by. both the Company and Assured. The Rules in effect at Date of Guarantee shall be binding upon the part, The award may include attorneys' fees only if the laws of the state in which the Ian located permits a court to award athrrneys' fees to a prevailing party. Judgment ul the award rendered by the Arbltrator(s) may be entered In any court ha% jurisdiction thereof. The law of the Slims of the land shall apply to an arbitration under the Title Insura Arbitration Pules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to'rhis Guarantee; Guarantee Entire Contract (a) This Guarantee together with all endorsements, if any, attached hereto by Company is the entire Guarantee and contract between the Assured and Company. In Interpreting any provision of this Guarantee, this Guarantee shall construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any ad asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except b writing endorsed hereon or attached hereto slgneJ by either the President, a \ President the Secretary, an Assistant Secretary, or validating officer or authod Signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing require[ be furnished the Company .shall include the number of this Guarantee and shall addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA, 92707, Form No. 12B2 (Rev. 12115 UZd1Z/ZUU4 1b:IU YAX 253 471 U232 UU1 XE-':(:lAL EXAM LEcj V V 0 FfttAmerican Title Insurance Coa7�10117Y National Commercial Services 3866 South 74th Street,Tacoma, WA 98409 (253) 471-5579 / Fax: (253) 471-6232 02/12/2004 Helix Architecture 6021-12th Street East, Suite 201 Tacoma, WA 98424 Attention: Travis Ness I RE: NCS-73469-WA3 34029 Hoyt Road Southwest, Federal Way, DNA. 98023 Please find enclosed , per your request. Sincerely, Doug Sweborg Title Officer DS/eh cc: 02Y1212004 15:10 FAX 253 471 6232 CONKERCIAL EXAM U 009 l i First American Titi(;n!, Insurance Company COPIES OF DOCUMENTS ORDER NO,: 734�'9-Tl 02r/12/2004 15:10 FAX 253 471 6232 COIKKE?;tc;IAL EXA-H Lr' m NOTICE This SkcM b famkh0d as S ooudmY Only lry Fast Amerknn T30a h=uaQCC C4mPsny =4 it za NOT a Earl or any iitle commibnad or pdMY of wa in* cr- This SkK& is fiamisxd soirly for the pxrpase of assidhjg in locxfsag the prmni!m and does not purport to shcrw all hiChwan xoacks, ar --Wa= affecting the property. No reliance should be ptacod upon this Aeteh for the l0c3±ian of dim=--6cs of d,e pml-tyand—liabifrtyis assumed forthe mmctnaSslhmwf. I I iNW 23-21-3 ssa-�s-ate sa 7 ae9-ise7C ytMulJ!7 �i axon+ aed� Y' 11 ORDER NO. SUBDIVISION ra n n o I 'Acre AJd REC NOJVOL.&PG. — t 1p ar QTR NE SEC a-3 TWP a/ RNG 3E UZ/12/2U04 15:11 FAI 253 471 6232 COIO--ERGIAL E.iA1H 10011 , 004,wJ:;k 20031210001764.001 AFTER RE�CQRDING MAIL TO: Spearman Development croup, LLC 901 Magnolia Lane Tacoma, WA 9W6 Ip'I I +j l '�f { , do.410312 � O019B 64 H[.ks O 0 0 1:.;rri 32•Pie it iifl 4;Qtr TY, ifR E 006966 i��1012003 !�_�H IQ 4r, COUNT'Ylift I ax -Y .aa S;AiX" S2�a:,0010.00 tiled for Record at Request of First American Title Insurance Company Natronict Commercial Services STD,TUT01I1,Y'NARRANrf FEED Fire No: NCS-23140-WlA3 (rmr) Grantor(s): Eberth Ventures LLC Grentee(s): Spearman Development Group, LLC: Abbreviated Legal: Additional regal on pager Assessor's Tax Parcel No(s): 308900038511113 PAGEval of 0e3 PirstAnwdcan Tiffe Insurance Company Date: Decmber 06, 2003 THE GRANTOR(S) lEberth Ventures LLC,, a UUashington Llrn➢ted Llabilllty Company for and in consideration of Ten Dollars and mother Good ,and Valuable Consideration, in hand paid, conveys, and warrants to Spearman Dewe➢ripment Giroup, LLC, a Washington Limited Liability Company, the following described real estates, situated in the County of King, State of Washington The North 100 Feet of Tract 75 of IHannan''s,, Na➢f Acres, measured along the East line of said Tract 75, according to the plat recorded iirI VOkirne 16 of Plots at Page(s) 28, in King County, Washington. Subject To: This conveyance is subject to ccmisiants, conditions, restrictions and easements, if any, affecting title, which may appear in the public: rr:mrd, including Those shown on any recorded plat or survey. Eberth Ventures LLC, a Washington Limited Liability Company By Ray acid A. Eberih, Manager Page or 2 LPB-10 7/97 02Y12/2004 15:11 FAX 253 471 6232 4 APN 308800038503 STATE OF Washington COUNTY OF Pierce C0MRCIAL RXMI a 012 20031210001764.002 Sbw)iy! Warranty Deed He No RCS-23140-WA3 imr1 continued Date 1210812003 }sr } I certify that I know or have satisfactory evidimce that Raymond A. Eberth, is/are the person(s) who appeared Wore me, and said person(s) ac4.nuudedcged that hoshe/they signed this instrument, on oath stated that helshe/they is/are authorized to exacute the instrument and aknowled ed it as the Manager of Eberth Ventures LLC to be the fee and iooluntary act of such paaty(ies) for a uses and pu mentioned th7instrument. ' dated. Renee M. Richardson Notary Pubhc in and for the State of Washington . a Residing at. Gig Harbor r �,-• , Y/ l+y� My appointment expires. 09/25/04 `XNj E cr-'! Pane fi z LPS-10 7/97 U!a/ 1L/ auU4 10: 11 YAA. 253 471 6232 C01O.-ERCI AL EIM Q 013 11'�1210001766 001 RETURN ADDRESS Benner Hank aathaB Loan Sarviao Canter 18911 North Creek Parkway, Suds 101 Bothell, WA 98011 DEED OF TRUs'r �"' � 0, A, DATE, December 8, 2003 ]Reference # of applicable) 720114547 vc Additional on page_ Grantor(s) 1 SPEARMAN DEVELOPMENT GROUP, LLC Grentee(s) 1. Banner Bank 2, First American Title Insurance Company, Trustee Legal Description, TRACT 75, FANNON'S HALF ACRES, VOL 16, P 2B Additional on page 2 Assessor's Tax Parcel ID# 308900-0385-03 THIS DEED OF TRUST Is dated December 8, 2003, among SPEARMAN DEVELOPMENT GROUP, LLC, A Washington Urnited LiehiLty Company, vifbrs8 a9ddrass is 80I N MAGNOLIA LANE, TACVMA, WA $8406 I"Grantor"1, Banner Sank, whose moiling addrinis is S. Everett Branch, 12717 pith Ave. VV„ Everett. WA .98208 ireforr•Ed to bielow somatiniea as "Lender" and sameeirries as "Beneficiary"f; and First American Title @rourance Company, tivhose mailing address is 31366 South 74t1r Strfet, Tacoma, WA 98400 NrNr•ad to below as "Trustee"). UGtr1Z/ZUU4 15:12 P-AX. 253 471 13232 C01YEIRCIAL ETAH 2014 • ,--1\i2100017 66.002 DEED OF TRUST Loan No- 72014547 (Continued) Page 2 CONVEYANCE AHO GRANT For velneble eortaideravon, Grantor carrrsta is "mefae in inset with Power of sate, right of amity awd eo"Itaron and for the benefit at Lender dt aansbersry. as of 3rarttor's right, ,ith, and ,niereat in and to the 10116wir4 cbsoribcd real property. tcgtthar with Oil Oxtseng Or tubtNuisrmsly ero and or affikad tutldings, ImprwOmaras and hinurea, all easels;tits, rights of way, and appuraunlntilS, Oil water, Water ryhts and ditors rights (including :hack in uuimee with ditch e• urtgetrDn nghtsl, and ea other III -Its. rcyehu+e, and plants relann6 [a the reef property, uiotudrng Without 4mite[idn aaJ minardle, at, gas, geothanxal 0i Oumdnr metrere. fine "Reef Propertllr") I000tUd its KING County. State of Washington' THE NORTH 100 FEET OF TRACT 76 OF HANIFICIT i HALF ACRES, MEASURED ALONG THE EAST LINE OF SAID TRACT 76, ACCORDING 'ra THE PLAT RECORDED IN VOLUMiE 16 OF PLATS AT PAGEIS) :!B IN KING COUNTY, VII,A$HRP3TON. The Reel Property or its addreEs is commonly known as 1.11029 HOW ROAD SOUTHWEST, FEDERAL WAY, WA 98023. The Heel Property tax identllidcltfari number is 308900-0:386-03 CAOsa-C41.iATERAUZATIOff In addsian to The Note. ,h,r Ned OfTRrsa Ia:urus all obligation*, dohtir and hahhtma, Ofia Imorest thereon, of Grantor to Lart[OF, or any ona ,sr ninra of them, is ,rid air all claims by Landw against Grunter oil any one or tic re of them, whether now existing or hereafter afladt6. •rlh Ott. at relmad or un ralatod TA Iho Pu rpoae OF the Note, whether vohraary ur tirhor3%tae, whathar die or riot doe, direpI er mdireot, dinerminnd ar undatermimad, ubuo:uta or contingent, Itquldaretl or unhqurdated whethar Grantor veep Eu table individually or iarndy with other=, whether obligated as guarenmr, ourerf, aceornmodeeon parry or othurwite, acid whether rauovary 4on such amounts may Uc or hereafter may became barred by any sWUM of hrnrtarrdrei. and Ivilwher the of itfatron to repay such emounu may be or hereafter may become Othaltwso unonforcaabka Granter hereby maligns as security to Lsndar, all of SIOMU'a right, II]IC, aid ,rr;aroat In and to ell koesea, Renta, and profits of the pro perry This assignment re reeordod n dceoidanee, wlh. It(,W e60807o, the Iran created by this assignmenr is m%onded to be spocrfia• pdiradted.' and cheats upon IN rna:rduig a:i fhrc Dead of Trust Londor grants to Grantor a lacers* to collect the Rents and profits, which bcamsi rbiay be ravokod at Lundor'o ❑pttuh and shall be e111emetrCaW revuked upon amderatrori of all or pan OF the Indebtodria" THIS DEED OF TRUST, INCLLOWNG THE ASSIGNMENT OF RENTS AND 1--IE SECllft[rY INTE MST rN THE RENTS AND PEMONAL PROPERTY, 1S GIVEN TO SECURE IAl PAYMENT' OP THE VIOL11MMESa AND IS] PERFORIIIANCE OF ANY AND AI.l. OBLIGATIONS UNDER THE NOTE, THE RELATED DOCLIWL.YT3. AND THIS DEED OF TRUST THIS DEED OF TRUST IS GIVEN ANO ACCEP"ED ON THE FOLLOWING TERMS PAYMENT AND PERFORMANCE Extent as othor'Wrsa prowdod u1 On.; J:n,ed of'rrust, Grantor shall pay to Lander all Omorai L9 sea wad by print tried of Trust as that' become due, and shell rtnctly and In a timely manner perform all at Owtor's obligations under the Nola, ;hut Dead of TIVSF, and the Rafamd I:ocir,ants POSSESMN AND MAINTENANCE OF THE PROPERTY Gremor agreoi i�(It 3rentor'a possascion and use of the Property shall be govorrmal by tho following provisions Pataasstan add Use Until the acrweenca of an Event of Defau,t, arentor may (1) ramoin a1 poaaaselon and eon7rul of the Property, 121 use, tipersta or manage the Propeltr, Ind 131 collect the Ronk Tr cm tfya Property {]his privets" toa hoense from Lander !r Grantor auWmeacahy ray.1j;R l wpcn da#atdq The a towing prat/ sinnO for rlFfns it rural Form" forte td the user the Property Or to otherotherlimitmiana an the PruperP/ 'rha RseF Praperry is not used prinal"Ily DutY to Maintain Grantor shell maintain the Prapartf in tenanmW conaltion and promptly parform all rapture, raptaaaemanrs, and maimerterrca necessary to preserve its value Cwnp hones Wa E n iranrrt on tat Laws drannir rapt ua On is and •. vlvincI to Ls*der that 0J Ow rhg the ponod of Gromor•a ownership of ins Pro parry, More has peon rto use, gdnerobu.t, Imnufacturn, storage, ifeaamen I. diapDeal, roicaao or thrartoriod roroaae of any HazardDIJ3 Substance by arry peNC41 on, under, about cr from the Property, (2) Grantor hea no knowiacige all rr r658on !a baht•m the; theca liar sees, except e6 pfowausly d sClased to and arty b wknawiodged by Lander in wrrtmFl, Jul roach 6r nolautn s•f err/ elvlrarimentdi Lnws, fbk any use, grnaratron, manufacture, storage, evatment. diunoad, reject& w thtiKtw:ad release of any Ha;zardoi;a Substance on, under, about or from the Property by any prlpr Owner& or orxuFwlila or the Property, or jr; any actual or -hreatenod Iroaapon or claims of any kind by dry FIVaan ralaang its nevi mAtttbra, and (3) Exoepl de prsylaualy drycloaed to Arid acknewlrldged by Lander in wntrng, (a) norther ti-Tocipp Mr :trytenant, coritrdntor, egara or other avthortzod urar of the prapafW chalt ups, gansrate, nOnuteaturo, ire•v, treat: deapada ok Or release any Hazordaus Substance on, under, about or from the Pra¢arty. and tbI any auwh n]:n•dy ei+oll be cnndueted mdomph ante wfth Bit applicabfe 'adaral, state, and ocar iew$, reyulotrnns and wiknsncea, including without JIFFFF non ell E,rwaranmentat Lavis Grunter authorizes Lander and its aigentii to -OmCr upon din Proparty to make dueh nsp"iuris and testa, at Grantor a Oxpertga, on Lvndur may dawn Jo;reprieta to deaafmrnn oompF:an=e or the. Property wrth the oaclion of :ha Olwd of Trust Any Inspaottona or to ate made by Le ntler shelf be For Lan dwls PWPO365 0111y and shalik Art be odnsrtued to create any reaptimibdty tr IIabdity on $a part el Landrrr to Grantor or to any other person Tha rapreeantntusnO and worrnntiss cantawd }niHA and ]Ieaad on Grantor's duo dilige Fiat m inW"II Jdtare the Pre party far Haitfr0aus Subsraneas Granter hsrilblt Ill tC!dc90e and weryaa env future claims algams[ Lender for Indemnity or eomitbutron M The event Grantor tw4IIIais IIENO for elaanW or other tasty under any "`Xh [ewe, end 0 agree! to Indemnify and hold harmless Lander ayarnsc ony and all clelms. losses, habdibes, damegas. POnelhes, and oxperaos whictF Lander may dpactiy or inann;3y rustaat or suflar roar hM from a breach Of this section of the Deed of Trust of as a cartsaquonod Of any 011ie, fl-inoralrr^ manuhrotura, storage, dispdaal, Fairless or Ihraataned release CCC1nr rng prior 90 Grantor'a ownership Cf 'n%rdu-, in the Finpany, whether or not the Came was a should have bden Wtowq tb 0rentor The provrarens of lhis'aattcn of the Coed of Trust, mcjvding the obligation to tndommily, shag 7u'vlvv the payment of the IndishaOlnelal anj the"rgfecuon end reapnvoyarl6e or the lien of thus Oaed of Trust ant shod not kw aff"NO by Landar:l rr7Llullirldh of sny Imernat in The Property, wha:her by ioracrosare or ottiorwrso Nui,+enee, Waste Grantor shall net cause, conduct or parrnn my rxticar_sri nor twan . permit, or suffer any "a"P Hag of or Wasta on or to the Property or ally 1*1110A of the Padlihf;y vynlsbIn itmtbng the g8 mraldy of the 10F8g6mq, 4r6ntbr will not remove, nr giant to any other party the rtgta •;j rdmamle, eriy Umber, mrnp.•7{e including Oil And gaol, rAal, buy, eaoraa, awl, gravej or rack pmduota wtlhoJl Ler.du^'n piper yrrnlon tuber. tmnsaar ROMOVO of Irnpravarn.Ata Grantar ohall net demolish or mouive ArOy hnpruvamama from the Aaaf Property 5w thout Londe ['& prior Wralan Banes rim As a cc ndi tion to the fernowtI II1 0, 1 prcrvemaraa, Land r may raglFlI Grantor !a make arrarrgerAants sasrai:aory to lender to ruP1890 au;h Ir11-Ovsninnta with Improvements of ai least equal value U2/11/2004 15:12 Ru 253 471 6232 C01KM--E13(:IAL EXAM )1210001766= DEED OF TRUST Loan No: 72014647 (Continued) Page 3 Lender's Bight to En7er Lender a'Id Lainder'a sgunta and rteuxesan nt"aa may enter upon the Real Property at all reaiaruole )mar to intend to tender's Interests and to peonm Iho Aeal Property for purposes of Grantor's crinplidnee with the larnt9 and adedini at this �a'd of Trust Camellia— with Govarrtmontal Requlrernaris Grantor " pia» pily comph'. and aired promptly osusa Campltynac by ad otNt"td, tunanta Or Gruen pufipna 00 13millas OT Nil nenam whatsoeyer who rent, Ieaaa ar alhaitvlse use ar occupy the Prpperw in any manner, with all law", Oftlif.-m as, end regulations, now ar henafrfter - effwr, al all govtrnmornm aumernes spphoat is TO the Yea of aD:epARry of the Property. tncludrag wrthout hmitatran, the Ainis 7 With DieAOdlgee Act Grantor may comrat it, wod fain; arty such law, ordinance• or regtaanun and nathHald oornpltonc•t during any proceadmg, Irreludintl EInIaTinhaa appeal), so one as Grantor has notified Landar in writing prror to 00m, as and so long as, :n LallOWiI haIa opinion, Lander's Interests m tta Properly aria not popordoed Lntirlar may raqurre 4lantar as Pear retllgtiate aecunty ar a surely tend, 16450rs"biy oattarlrtory to Laticar, to aralaot 0nd-'a inrereut Outy to Protect Grantor agrees neither to abandon w leave unattended din Property Grantor shag do all other aOTa. In eddmon Ta those nods eat f3r1h above in this aeotion, whmh l Wilt the character and use of this Property are reasonebry neenzaerym protect and preserve Vie proparty DUE ON SALE - CONSENT SY LENDER lender may. at Lerxiar'a pfltan, 1r+1 dJalare Immatkctrdy dun and payable all aulr,s vxured by this Daad of Trust a, fee anises) he intdtest rote ptaitrided for in the Nix or other dueuartent aytdencing the indebtedness end rmptaa such other conditions as Lztri6ae da3mta iiptiropnata, upon rho sale or Imitar r, N7Tho Lrt Lendst'a prior written cons am• of all w any pen of rho Rest Prolret y, ar ony Interest In :io Real Prop_rty A selb or tranariee' Mauna the coriveyerve of Real Pncparty up any ngt1T, III,, w Inter est In the r1oal Property, whether [anndEd cobntr la, atee1 or equitable, whether voluntary ar in actd,, , deed, rrutollmenf elrfp ucrreracr% contract far dead, lsmhcld r dere$t µ'nth voluntary, whofhe: by illatr Vht- amid a term ereatd' th:NM 17rea 13) years, loaata.optlon contract, or by sale, assrgnrnentir, or transfer of any bennhcial inTerest in or to any land tr11: Wdmg litre W the Real Pfaparty, or by any Other method of coriveyanaa of all ;retreat m the Real prop" It araj tlra-[sa• 1u a corporation, parinantrip of limited liability comrlerly, rransfor also Includoa any change In avfnerlHOp Of 1111KIN then wenty-}Iva percent 12541 of the voting rrockr partnership intarests or limited llebrhty Compony.ntOrem, ae Vkr r.1:t rnAy be, of aucF Grantor s3ovnwor• thus OP11011 ahalf net be exarclesd by Lender 1:'such 0ker01150 w prohibited &i: tetePit l Inw or by Washington Ina TAXES AND LIENS The following peolwrstona ralatu3g to the Waves and lair •7n'the Properly aril plot gt tans Deed or Trust Payment Grantor L•hall pay y7•hen due tan at all av ants pion) dldmtIuaxVj ell taxes, epvaral taxes, easaeamarrbL chargaa hncludrrag water and aawerl, imea end Impamikona lawl@d agllnit or on sacaunt of the Property, and )hail PAY when due all claims I0r work done on or tar c'irvtoas fund enld II, r,,aTtatul furnished to fits Pooperdy Granror shelf maintain the Pruptrrly tram at all liana havmp pr[enty over ar equr.l In --e Invil of Lander %ands r tMe Dead of Trutt, exoept for the boat of taxes and saaessmanis not due enar ):«:dot iq othermao prcvidod in this Aded of Truac Right to Contort Granlor may withhold payrnanT of any tax, asaussttwrr:, or i21ilrn In Connection with a Socid faith d1"puta over the Oblrgation to pay; a long as Lander'% 1niers3r in the lrrr,Nwgw 13 not laopardized It a lien arises a Is filed ,19 a result of nonpayment, Grarltof shalt +rmltaE frftsrxt 111ii :5yll altar tha ban noses or, d a lion it filed, within itheen {75) days after Grantor tea nopoa 0i Zhu tdlrig, sa yeti ehb •Lscherge of the Lin, or if requested b1 Lander, deposit with Lender ct3ah or a aufholenI OOtpuraYa surety bontl ON af,ar EWWILY eetrafealary to Lando In an amount suffiorant to discharge the Iron plus any to 5is and aTlarnays' tier., or odlar charges that cowld accrue as a resins 01 a }0radoirure or rate uhdor the Lam in any contest, ;trainer shall defend itself and Lurldge and shall satisfy any adverse judgment before anforoament against the Property - rmfitur shall name Lander as an additional obhgea under ony aureTy bored turrilehod in 7110 contest proceedings l5Yrdamb of Payment Grantor 'half unon demard firnmh to Lvndw ;:ilnft.utary owdence of payrnent of the taxes or asaesernants and sha:l authorize the approprrow Governmental affuli;ll'to d,111var to Lender at any time a wnt[cn sTatement of tha taxes and asseasmunts against the Property 14e91ee Of Cunanyotion Gruntur shall notify Lander at least hffasn Il lib Gays molars atilt work'a commenced, any aarYldao are rurnaahed, or any materiaia are supplied to Iho; PrOptilril, V Elly mochanld'e hen, matenalmaR's lien, or o-.haf lion could be assened On accriOnt of the work, aarvicas, or r:taterial.7 and the cost Oxceieds St M00 e nntar will the c ua of at or Lender tu in rniah 10 Lander fi&atu]o uOICra110135 cullaraZW" to Lender that 'Grantor iian end unite Ray the Caa[ O} sUah lrnpfaromcrtt7 PROPERTY DAMAGE INSURANCE The 'ollowmg prcvrstons relating to In:[unlg the ProDarty are a part of th,a Deed of Trust Matntantnce of Insurancs Grantor shall procure and maintain poliollliI. If fill, ulaeranee With ttltndord extended odvarage esdorgo'ntrits on a fair valve boa's for'he '" Iluurnbla vIJUI� ,TOverrclg ell Inipr*uamentx an the Real Property in an amttum aulfrofant To amid appaeanon at any doirvturtlree clause, and with a standard fltortuagee clause In favor of Lander Grantor stall ergo procure and mountain uOm?'tita3,nalya goneral I,ablbr, madrerin In auah COVerego "mounds as Lander may "'quest with Trustee and Lender laving named tea adalleonalinauved3 In ouch I'ebllnY Insurance pelucled Add'banitily, Grantor shrill macntath xnh tthur innuranoo, madL�dldp hot not limited to hazard• buemeas mterrupl'on, and bodar 1alSwanoo, es Lander may M1139rebly require Policies "hall be wretion in farm, amounu, eavaragew dnd bide re as a nably aaOepiehfa to Lilr fta Plow Of by a company or eornOol reaaonabiy accepIsolo to Lender Llrentor, upon 'egwat of Lander, 4 L detruor to Linder from time to time the oencra led*Ilo will ror drrmntstted without at lease en 1101Rdays p lw wr ttent nl[ces:gto roultnarivo that ur5der Eacs inn rmco policnox be y else shaft include an und0aaa mertt providing that )ova rage In favor of La Pride Mill not be impaired 1n cry way by any act, omurswn or default Of Cromer or Any Other pareon Shedd the Reel !'-anahty l7n located rn in gran deat0nated :y the Cnac[or Or the Federal rmargeeny Management Agency as •3 sloe:lilf flood hazard area, Orantor agrees to oorair' and maintain n Federal Flood inaulrrnce, II available, within 45 day! "liar noma is grvan by Lender shot the Prapany is located in A aW111l flood hazard area, for the full unpaid Ifrl• or,3al balance of the Iona and any prior hone an rho property )nearing rho loan. LM to the meiamum policy lirmts .rub trid9f :hit Ntivorsal FI*W InauranLe Program, Or as atherwmtr required by La"ar, and to mean7nln such maurart:g t]r It.%, blear gf tha loan App4ea Tern of f toaeada Grenmr shall promptly notify Lander of alyr lose or damnga 10 the Property if the it etimated most of rapap or replaaarrant exceed) 111 000 04 Lenin[ r goy make proof of [pea at 3rantor fads to do Oro within trfreen 1151 Jaya or trio caadatly ViftwY t.W Or not LeInd"r'e at clalty II impaired, Lander mmy, of Leftdar'a aie0rzon• receive and retam the prajeeds Of any naurancm and apldy the proceeds 10 -,he COduolton of Via Iridebtadnasa, payrnorrc of ally Ion aj'anirlg the property, or this rn,W,abon and repair of me Property ff Lender yed OIa01s M apply the proceeds To reateration and repair, Grantor shall Iupnit or rapilera she he Property or dit Lander Impraw oil$ In a manner s61181a0ory to Lender Lander 511W& upon ih[Ltelbefary proof n} rush axpondnum, gay or rairrlbursa Grantor Iron the proceeds for the rea"onabla Goat of "VEIV 13r 105tore lion If GrenWr as not it, default under lhia Dead of Trust Any proireadS which hlVa not boon dlaburiart within 180 drive at ter their roeolpt and R 015 U2"/12/2004 15:13 FAX 253 471 6232 CO]r 'F];CIAL EXMI 1A016 DEED OF TRUST Loan No. 72014547 Mon'tinued) Pape 4 which Lendar har not committed to the rapou or rexcaranon of the 14r�ptrty "1 be I.sad first to pay any amount awing 10 Ladder Lndar the peed cf Trutt. thin zn pay to Ptcrtgd rntaRnr., use the +Gmalnd@r. If any, shall bs beetled yta pnnplDnl helonca at the Indshtednaes It Londut bails sal/ amcoods after pnymant m full of the fndebWneas, scichi proceeds shall be paid WMIO fl. mtoresi to Gntnetr at GrantGt'e mraraota may appear Granlvl'a Report on Insurance U[en request of Lander, hdwevut n;t mete Nan one@ it )war, Grantor ehbll f XA,eh to Lander a report on nech exa>;alg POLcy, of insuranco showing (1) trai name of the Insurer, 12) the naka Insured, 131 Cho amount of the Tahay. C41 the property rnaufert tts Ihun Current top laiem4nit propony. and the me,Tnor of datornhrhng That valor, vafua of chats , and IS) the sxeprtr",k6n Mat@ of Ole Casey Grantor shalt, upon ry raqueat at Lender, have an independent appeals Or aabalaotofy to C_e@elur cl3trmmhe Ito cash uafue rupiarsment opal of the Pmpar LENDER'S EXPENDITURES It any Arran or proceeding rs commer:coo ehaf neukl rnattwully affect LAnder'a interoac aT the Praparty or r1 Grantor fans to comply with arty ptovrmon of This Cued of True[ or any Related Ccoum@nts, including but net Flmitad to farshtor'a failure to drseharge of pay rrhoh due sMI imatirt; Wantbr O required In dueberpe or pay uncle[ this Dasd of Truett or any Related Doe urnorits. Longer en Gmntiir's bs,iail may (but shall not bit obligated io} take any action that Lender deems apprapruits. Inctudmp but nut hmltad'" ifI'tmurgin'd or paying all taxes, flans, security mterastn, anoumbronc@a and O.Ker claxrS, at any time l4yrad or placed on tht {,!uhuny and payrRp all dosla for Insuring, rtiurniammg and prasarvrnO the Property All atioh expandrtexe5 meufWd rFr trord fry Lender for suoh purpow:f voll then boar interozi at the rate chaTgnd undw the Nate front b1a date onour:W or FLAJ lt/ Lender to the date of repeymant by Grantor All such expanse+ will tieenrre a part at W IndabeHdoaas einra at LandaF'a option, will :A) be payable on demand, IM be added ra Via Whence of din Noto and to. aihpoiticred 111lieng and Its ,3ayabla with tiny Irletailfmont payment: to 4coomG An dunrM anhrr 11) iha farm or any applroab•,s Ir_;u•.rrr_o poMsy, at 11) the mmarneng tarmy ;I the More, of ICl be treated as a lmEea•t palerednt which writ fir due sad pa1MtJM At Me Note'a maturity The Otto W Trust also wilt secure payment of Ihee, amvutna Suuh right vialr ,7O 111 1Pfunon tS ap tither rights rind mntedres to which Lender may be ancrtfrd upori Do•FuAt WARRANTY, DEFENSE OFTITLE The following provisions relating to (iwiii;l:ifsip (Ifthe Property are a part of this peed of Tryst Tow Garner warrants that (a) C-ontar hoida good mid morW table title of NZOrd to the Property in Tao nirnpie, free and clear of all Meng and ancumbentVon Other than thee@ rrit fu-tb ir' fire Roe! PIFORO sy diracula n or in any title IfimOranan pobCy, title report or final title Opinion rsstmd ih Ilivor air and acoapted by, Lander In connretion With this Dead at Trust, and th) Grantor has the full right. powari arui n:tticnzy to execule and dohrtar this ❑veil of Trwt to Lander Oaferi+■ of TRIP SUC)oet to the tozeVtten In the 1101`49fatih 11110"o, 13 raltar warralm and will fritover defend The btl4 to the 11"109efty egarnit the iaywful cfajam of all parsons In the mart try am'Oh or proceeding rs commenced Chair afueatidna Grantor's tale or the nrtareyt of Trustee ar Ualer rindnr tf it Otad of Trust, Grantor ahaIJ deland the Gabon at Gr irri expense Ocatrtut may bit The rwmnnai P9MY III GLI:h pr ocradmig, but Lender shall be anwied tit aeraolpale In the precaading and as be fepraaeniab in inn proosedaey b+r counsel of Lender's awn choice, and Grantor will daxvor, or Caves to bo 110,vared, to Lander evah inorrumrt'iai as Lender may ragaest From ante to rim@ 'o permit such parhmpatson Datnptrance With Laws Grantor Warrartm that the Property and Gtantir's use of the Property oompites with air axLssrtg applicable laws, Ordinances, and regulations of govarexnontal titllllotitlas SwIlival of Rapresafilaiions and WarranUea Ali eoproserrimItena, war. unaas, and agreernent8 made by Grantor in I hus Dead of Trusrshell sutvrve the dxteubon and delivery of thla I]ecd of'TrLIeL shall be a0,atinuntp in nature, and ahe" comalti In foil force and effect until such ace at Grantor'a Ihtiebtt<Inxa aholl he Paid in full OONDI7aNAT ION The following provisions relating to candamnation pracdaernfle are a part of this Deed of Trust PMORrdingel It 8AY proceeding in cdndamnaodn 1e filed, Grantor shall promptly notify Lender in wnivtp, and Grantor shaft promptly take such aurpe as may be rreoti to dotsnd :rid W to and obtain ilia award Grantor may be the hommaf party in such Droagathng, but Lanirif oholi be li trloc to p-:rnclpata m tla precoodinp and to be represented in Iha proceed fig by dcflnsal of its own choice all al G: Ini 3f's gxpGnvo, end Grant cauaa to be dslrvslod To Lander eluoh mstrumente Op documor will deliLx or entatrorl Ten may be ftiquastad !G ! nndor from .area m 11ma to permit such pa Moipa tron Approcatlan of Nat Proaerds if aft m• any part Of the A*Pony is gondEr,ined t�/ ommettt domain pioroedusgr of by ,any prOceeding or ¢urahare In btu of Condo mnation, Lander may ar its a I vior, raq uva that all c' any pia mon of the net procoedit of the "wand be t'WhOd to Tho indebtadneae or the: repair or rfmiorebon of the Propafty The net Proceeds of the award shad rowan the award after poymant of all reaGlt'-able Gosta, @Apon!3 turd arramaya' Seas" incurred by Tr usene or Lander in conr action with the cCndvmr oaor. IMPOSITION OF TAXES, FEES ANO C"AtTGES By GOVERNWt ATAL AUTHl)FtrrIEtF The following provisions relating to governmental taxes, fees and charges ire a part of This Deed of Trusri Cursom Taxes, Foos and Charges Upon request by Lender, Grantor af,Eli axabirre open dGewr:erres m addnron to thus Seed of Trust end take wlatevar other action Is requested till Lonta • M Farfaot and oorliimm Lundar,v hon on the Real Prcperty Grentur shall raunburae Lander for all taxat, as daaanGarl balow, tugother with off exponeea incurred in recording, perfecting 'Or continuing rhea Geed aF 1rkw, L1C7tarnth without hmruyyrn ail taxes, few, documentary aromps, and othercharCts (or rocardinp or ragu:tonriq this Jae[ of Tfttar Texas The icllawing @haft aanatmne tomes to w}rch thin aartlon apIlllun Itt a aF]@arfla tax upon this type of Dead of fruit or upon all or arty purr of ulna intf@htadnass aecarod Ire tins Dead of Tiusr, tZ a sp@cthe tax oft Grantor of Tr Grantor it aulhonsad or ragmrad to deduct from pa Vero Atli an the Indabtedneas sacufad by elnia type ca Dried of Trun, {3) a f) 6 on ;Fan Pepe of Doad af'rruat al•,orgcahy iI)Cntax Ilia Lond9rgrTha iroidef of the Note, and f41 a spaalhb tear an H or Grantor arry portion of Cho indebtodnew op, an paMlgn:a of pnnclpal and internal made by Sulaeequent Texas If any tort eo wluah this section appllsa is a usciltod •rubeeirl t W tl5a daiB CI this Doed of Trust, th13 evam shag have tf:o sumo street as an Event of DishoFL anal Larger may ebb rWTilse any this all of Its available remedies for an Evant of Default as provided bekW bnkas •Zranior e,er lf) pays clan ar before s Londeliff-Ourras ch of dent, 'I f2} contea"' the Wx an P;OVrdad abOve in the• Triers ,1rid Liens orollon and dapon= with Lander aach ar a aufllclont corWata surety bond a other security sevs$cLary to Lander SECURITY AGREEMENT, FINANCING STATEMENTS The �011owing pfOt9smau Deed of Trust as a r,alaong to tt1is sscurnm agraernont Ora a part of this Deed of Trust 8eaunEy Aar0ammir Thaa intVument shall irw4gItute a Seaunt}' to the extent any of 7ta Property constitutes fixtures, and Lander shall :have all at -he rights of a soauroll puny uidor the Uniform Commercial Cede as amended `tom itma to umr ur/12/2004 15:14 FAX 253 471 13232 COMM'U,CIAL ETA➢I 7 7Z1000'I'78fs` " lij 017 r�l J J J DEED OF TRUST Loan No: 72014547 IConflnued) Page 5 Seeordy tritarast Upon raquaat by lenaat, Grantor shall exuc-Re : IIy",ntl staranwfrtr. and tests whattervoF atffar acnan orrequeatad by Lender to prrrfect and contdaLM Lender's aacurnS ni3rust y< ills RaRLa 4nd Personal Property In addihan7ri retard+nq thisCfead of Trust nrFte Taal property rom:eli. gander may, at any trite and without brdrat eutiwnraran tram Grantor, Itle rxucutrd co¢rrturpam, CDP PIE or Pt ilutrn�y of tint Dried of Tern l+B a bnanmrig 9WOFTIent Grantor Shall Nrmbu:es Lander for ag etcpanros iruti•ied rn u aciiry of aantarMnq m thla inaeurtty m1MfC91 Uppn d4fault. Grantor shall net removn, aevsr of dete:lt tau Ptisdriai deiauPraper[y from the Preptrty t7pgh i. t3ran[ae aheq aatambla any Peraanel Prcprrty net afhxoo Sa ilia Property in n marihin and ata plena reasonably aonvemant to Ginnior .led Landrr and mtkp IT aveiltltla to ld:ldor within aunt; 13) dsya dhar redarol at written demand train Lend er to thrr extent perrr-Lmd by applreahi rr fn,r Addrerat" The mailino arwrti of Granior [debtor) sad Lender ;aactred party) from which informetken a ouwrlin2 the naaurRY Imolout granted by This Dead of Truer tnay be octal r cl leach as lenored by t'ta Ugifann Commeraiel 0=) are as started or, the first sae- of this Deed of Tmin FURTHER ASSURANCpg, ATTDRNEY-IN-FACT The following prcinsoris relating to further assurances and attomey-In-lac' are a part of this Deed of Trust Further Aoaurari At ■ny Tomet, and from lima fo lime, upon rogmw; of LimOef. Girntcr YrU, rneke, a%naute arid dofwer, at will oeuse to be made, exscumd or doltuared, To Lprldur oi, 0 Ltnder's designae, and when raquened by Lander, cause to he filed, ;ocordeo, rafllvd, or rgrao¢rded, as thnartea may lea, at such bnta6 and in arch omoea and pieces es Lander may doom atipreprrate, day and 4 euch mof0;egirs, duads of wet, Occultly decide, snowny, 9greem,6=. finegolnp atatamenta, Cnrltrnuaben irtatemrnt nzs, isrur Nfa=i Or further assWatice, cartirtmatee, and ;mite( detdtteras as may, M the sae oprnrvn of Lander, be r4coseare ar cowrable in ordw to cHactuate, complete, perlact, continue, or preselue I11 Grantbr'e obltgatrons under the !Etta, this Good cf Trust, and the Related pxttrriants, and (2) the liens an•f seaunty mwr"" Created tar then Uerid cif Trutt as firer and prior liens an me Property. Whether now ovirtad br hareaRar aagwred by Grantor f-SMIM hraia4it ld by taw or Lender agrees to the aorter airy in writing, Granlor shall •aimburse Landar fcr el cost,) are ,n,paneas Ineurrad in aannea4on with :he mtrttrrs referred To In %kris pamgreph Attamay-rn-Fact If Grainy fads ie do any of the things rsinrred To it its plvcedtng paragraph, Lander may do so for and in inu narne, of Grantor and at Grantor's aitpensa For such lner=L-4, Grar:tm hereby irrattacably appoints Candor oa Grantor's attomry-n-tacl for The purpose of iaakma, evacuting, eelivenng, fdina, rercrding. and dung 0 other Things at may be naaeaeary w daatrabla, in Londar's solo upsirmi, to occampigh Tile mascara r0farrud W at Stmovding paragraph FULL PERi'DRMANCE, r1 Gra'tto, pay? all the Indebtddnss when Jue, tttr alharmse perform, all the obhonuons mrou osed upon Grantor vmdsr ung Dued of Traast, Lander shall arotcuur 1nl deliver to Trustee a ra: Last for full rrcanvayence and rhali ex&ctrto and dghrer To Groan" mtobla stammont, ni Lurnlnalton of any finincrny etsser ant on MIT evidancmu Lender' aaeowrty mcarKt in the Henri and the Pesaro! Prupin.y Any todonyeyanaa fps she del pad by eranwr, If parmrnsid by eppababla lew The granaea in any maonvry;iriCb envy bin dascribod as the `person of parac.LY legally antiticd theaeto', and the restate in the racomrayarice of any 171al;r:r: Of 'lacta shall be ranctumn: proof of the triathtuaTeta of any aumh matters cr faatu EVENTS OF DEFAULT Each of the tolfoWing, at Lender's option, shall ct,rgr itute an Event of Defuult under thin Dood of Trust Payment Dafautt Grantor falls ID make any payment when due under the Indebtedness Other Defirutrr Grantor isifr. To comply with If tb perform ally e- my lain, ob4pean, covenant- ar condition contained in this Deed of Trust or in shy of eta Related Dooumarrw or he comply with or To PArlgrm any term. 0blip311M Covenant or aodMun contented pin any alhor agfeamaet hot Ivmur, Lender and Oyn mar Campinnee pafsult Forlure 10 carnply wrth not an tfior semi, at3igaticri. -av"nant or condition ran[mned on ehla baof Truer, rho Moir or el any ti7 the ameLs I Gadumonta 11 su:b L 'adlrrn 11 curahre and If OrahiOr trap• seenn given 9 notice or a bre:sch at the same pr0+li_icn of title DOoti W Tnrat within Ws preceding twelve 02) months, it may 6a cured land no E+rjrri 0f DetM will ha'ra accurrong If Grantor, after Lender sends wr.i=n antics darnendinq owe of rush railare jai cures the ra.lura wnhm irffeeD 115) .lava, or (W If the Cufo raginrea Mora Than frftaett 1151 daya, Irnmedrately 011141It0 steps sufficient to ctva thn Willis end thweafcer o0rn4nLet and ccmplataa all reasonable and necessary stops suffrattant to produc0 bOFF Ptisnoe 01 u30n an rarmariably praomol Datauh an Other Peynlshtt Failure of Grentur within the nme requlferl by thin Dead of Trust to mats any payment for taswe or ins ur mc, or any other payrnent access My to prevent Iiilri{i Trf it to afteot distil urge at Tiny lien Fhviranytiti DOfatdt Fmfure of any party tq comply walk of uniform when due any turn, ahlrgalidfrr convariant or Condition mritained in any emrrrorlmantei sgraornam Oxon uted in .or.raclion with the Prap rty Default in Favor of Third Purhoe Sfrould Grmtor deiowlt under ar,v f: e9leascrdtsacntybr, agleamant, purchato at safes agreement, ,r efty other ogroarflant, Irt favor of arty c.lher aedrtof or person that may ITteteelaliy affect arty of Grantor'a draper Y c•r Grantor's abday to repay •:lul Indnmodho" or perform their reapacrive obliganona under that Deed of Trust ,x any or the Related Documanls Fxlso Statomenia Any werrattty, raproeantabcn o ❑r 9leieinent meGr of rJrltahed m Ld1ldor tttr irantgr or an Ornnr dot under m Dead of •rrwL or the Rotatx it hImar [r mill"dinQ in any material respsat, nrtfter now orr dat 1lla time g7e ar fufrsahad 4r treppnted Decumarus f afao Or In3lsnjilq P t nny VRt, themafctr Datectivc' Colfataralitauan This Omd of Trust w any 0f the ""Itu- [r,x umams Cannes to be tit full Nita and effect nneof any Calfanrrr Time and for any reason I dooumam to craeto a valra trid I:drMoted mcungi rTtarrrat or heal at say Tar Death or Iriavlvquy 7hq diaaglunDn of Grantbr'a frogardlaes qt ttle:.her jleetrdn to ealtt:nue Is made,, any number with drawn From the lmid0d liability dompany, or any otN:r prTr,lnRda'I cd Or. f'a nxrsmnco ae a pang burnaec or the death 61 any member, 1ha osrq!-iancy of Ofantor. tht notionlptillil of a Iaaalvdr r Trig pots of Grantor 's Rraaerry, arty d48eynmsat for the benotlt of OrCLIIIryrJ, ilnr type bi Cfadit ar workat"' ¢r She cc mmencarrinnt of any proceeding tinder any bit nkru ptoy cr ira otvorl vt1a by w af�of cGramcr Creditor ar Forfaitsre Procndinps :ammenorr rkt of foroclo wn o• R'I'fiSo Stir rags, whinier by ltrdlnal Crocuading, calf -help, 101110 UMn or any other mathod, by any cmdr67t a$ lamer as es any , what itr by agency against rally pryparty sea to'stg late IndebCpdnege This :nc:uder a Unnitahmant ¢1 any of Grantor's eaccuntt, including dapoelt eccaume, rrrdr Ler der However, than :vent of ❑94au ,. Iilnfl not apply if there :, a goad faith dispute by Grantcr as to the validdy •ar reaaonablsnass of the Clalr5 yaf tier, is 11ta biter, of the credtlbr of laden 0 pretending and it Granter arwaa Larlllar written notice IDS She Lrbtflto) C'r hxfutaxe praceeding anti doposlfa with Lancer mornea or a ssraly 6cnd for the creditor or farferture [7rC11"'PO ;, tri as Ilmoum d¢temrmed by Longer, 0 Its sofa dicofortion, as pang an itdagvotd roaerwe or fond For the dnpcln &Oaroh of Olh*r Agraemaht Any breach by Grardor under tha ternic cf s:y Dt• Tir agrcoirlent bakwatn Grantor and 00/12/2004 15:14 FAX 253 471 13232 COMXEI3CIAL EXAM �312100017615.006 9 018 DEED OF TRUST Loan No 72014547 (Continued) Page e Lender that to not ramedind with ri any grace perod provided then: ri, irrklding without limnalion any agreement roneerning any Indebtedness or o-her obfigabon of Grantor to Lender. vrh:achiir existing now or larlar Evaem Ayhcanq alearenror Any or the prevadtn$ ey3rria oovins with :aspect to env Guarara-at at my of the Indebtedness or say Guarantor dram or oecomea incorripatent U r2VCl[3t or 1116Putea Ule vaiWity of, or llabiny under, any Guararty of the indebjedrioss In Thd agent of a d"lli. Lnru7er, at its option, may, but shall not h8 rogarred to, Retratl the Qirararitar'a talete 19 glilutrla llncohdwixt;JI(' the loWIG OM arta,ng Under -he gw ority rn a mervtor aapdteatary to Lsndar, arid, in doing M. cure tiny Event pr Ofteuh Adverse Chango A meterial advarea change odours in Graritor'.1 f.nanrial condition, or Lender belmvea the prospdc- of payment or performanto of the Indobtedn.as Is Impaired Inaaotmty Lander in good faith bwavee Itself inaeaure, iltght to Oura If such a failure w curabls and it Grantor her -at Iron LINon a Whole of a br-nch of the same provision of this Dead al Trust wn•tin the preaading twelve 1121 north-, it Flay be cured {arid no Event of Default wdi have occurreell it Grantor, aftxr Lander sends wnhail nouns diurardiryl ours Of ouch faauro (a} auraa the. failure within (ilia" {161 days, or M of the OLra requlref rrrore ttimr filttwi 1151 days, ImmedlaTaly Intinvae amps suNiclant to Me 'The felkire and thereafter tlonuruas and compitim, n 1 reanonabla and noeeasary stags sufficient to produce camtxtenae at soon as laasonaely preCfladl RSGt1TS AND REMEDIES ON DIVALLT If an *rant of Default oacurri urdo- tins Deed of Trust, at any time thereafter, Truol.ee or Lender may exermae arry one or Moro of the following nghlu end rurmadres Elachorh of Romedaas Efaciitrri by Lander In puraun arty, tdmady she I'Ilt Fxl:Iade paratat of any other rennedy, and An "option to make expardiLuras ar w take action to parfomn tin chlillauan 0 Graritar under this treed of Trust, Attar r3rerrnr's failure t9 periarm, shell not aftoat Writkr's right to d(Wrie ❑ .ibrauit And *serum its remndiea Accelerate lndobcadneas Lender shall have the right at its 00-:41 to eixlaro SAY amine Indebtedness immediately dge and payable, including any prepayment penalty which Grantor w:uh bs rephrrac tb pay Foraclosuta With respect no all a• any part o1 the Real Property, the "ruswo ehaA hevo the nght to exe(i:aaa its Power of sale and to foreclose by nohoe and sale, and t.efuiar ahlll huera the right to formless by )udraial loreniativd. In either case In accoroence with and to the fur axtent pinmdai by applicable low UCC Remedies With respect to ell or any part of the peraar:ll P'Iraarty, Lender shall have all the rights and remedrers or a secured party under rho Uniform COltimcmial Ccda Collaot Rerrts tender " have the nght, vnthout rinbas t6 Rnr-ie)r eo take possamon of and manage the Frfopany and coliecr the Rants. ruludmp Ern" a Out dud and ur,ryad. aril apply the net proueadx, ever and above Londar'a costs, against Ilia Indebtedness In furtraranale 01 fitt r9lit, Lander May ra4uue any tenand ar other user W the Property oo make Pavman:s of rem or use fear 3trladly to tiandar li the Rants ate cuaectad by Lander, then Gfarrtiar trroyoaA.iy de3lgnat4o Lender as Grantor's utter•!-v:-ftwt7tc endorse instruments mcomed to Payment thereof In the name of Cite friar and to negotrala the, Ssrr,e arc :chest the placaeds Paymrrnte by sonan[a or othm usara to Lander in rrspanae to Lander'a demand shall aoliaFr•I* :let t7suona fat which the paymerne are made, whether or not any proper grounds for the domead exi'lec? Lerdw may axwLso its rights under this oubporagf5fiti eimar in person, by ¢(lent, or through a maotvar Appoint R000ivor Ler+3oi u*Wl have dta right So have a reaervar uppumted t: take poss&rrdton of all ar any part -at the Preporly, with tha power w pretest and prtaasuo the Prgxrly, 'r.• npernle the Property precadwg pr pending Woe [aSul a ar Vale, and to celleet the Rents 4MM the Property and a: ply iha proceeds, oval and above the cost of the recerverahip, ageirwt the Indebtedness The i"unrer may oetW wl:houit bond if parinmod by IAw Lerider's right to the apporntmont of a reoorvar shell extat wr,otror or net thh scpsrertt value of -he Prcporty axsasda die Indebtednann by a substanitsl Cmattnt =mplayrrant by Leeds rhlli rot dtiquq$fy o puraar<itorn narvueg as a raoaivar Tenancy at Sufferevoa le Gramar rsmfima in pasesaswn of rrw Pullnrrty rifler the Property is sold as prorndad above or L.endar otherwise becomts erdrttad to Fo"04"Imn of the NVII-IrtY ('Pon dofat t a1 Grantgr, Grarrfor ahag "come a tenant at suiforence at Lindar of the purchaser of tIM ieral,eaty end shill;, at Laridar'a option, smiler 11) Lundorressonabfe rental for the tree of the Property, or f=[ yeda'Ae iti13 iuIeP:riy IMmedielely "Pan this ()amend of Other Remadies Trustee or Lander shell have any ether right or mrn:uly q'ovrded in thus [lead of Trust or the Note or by law Nobde of Sale Lendaf snarl orva Grantor reeaonobro nonce of the 1l r vex. mince of any public date of iha Peraonai property or of the rove artat which any pnvata::ola or other ardoadad dihpealtion of the Personal Planarity is to be made Reasanabla notice %half mean notice gtvon at least ern f101 drys brfore IN time of the aafo cr dippowtmR Any We of to Personal Property m.ty be made in conjunction with ally ".,,a-, the Real Property Soto or the Property To the extant permlttod by applicable law, 13raritar hereby warvai aruy grid all rights to have JIc Ploperty mershallad III aitsrahal,lg rta nights and remsdlas, INTjloj.•a ar Lender shall be free to sell all or any part of the Praporty tagethar or soparetaly, In One aafe or by sePlratlt ertlat Lender shall be orittled W 4rd at any public sale an all ar any portion of lltu Prop4cly ALSarnays' Foos, Fxparlees ff Lander mahnitss shy aua or acaun "I •arsforco day of the terms of thw oiled of Trust, Under shag be entitled w recover such dim as the court Mriy adgidga faannalyfe eir atloraeys' leas AT trial and upon any appeal Whether or not Any court action Is KIVahWd, erd to •:ha MtMI not prohibited by law, ila laacenable expenses Lander mfleura that in Landal's optnien are rsulaoary 11 any time far iha protec[ian of its intarsst Of the onfolaement of its nghta shall become a part of tht'ntjtnstlnsae payable err domand and Shoji bear Word at at the Note rate Item the da;o of lha expand rule unW nrpnl3 Enwana eovaiad by they pwagraph Ineluda, Without frmatar o% howavar subject M airy IWMIS under appadabla law. Lrrncit's anainsys' loos and Landar's legal fuluju des, ffclntirrr ar riot or a in a ny a't, inunenrig aruomays' fans sill a.cpansas for narikruptcy proceedings {snaludrnq efforts to rrlpddy or vaoatti any ou0Malic stay at Injtlnc; unj efapt:eu: , and any ardlaTaWd poszyudgment aollsdacn aalv+cca, the anst of avaft;tang fetordn, obtaining Atia TRIM l :iricltiding Wiloclosure ropoilsl, surveyors' raporta, end appraraal fees, time anaurance, and fees for the Trtrn6t, tt Il;e extent pafm:tl.ed by 1ppheeble Inv, On ntar also will pay any noun coats, in addinan td all ❑thSr sttrtta pro 11dild ay low Rights of Trustee Trustee shad havrr ell Of to rimhta and ihrlm a' :ar dui' lls Imt farlh In that sect an PGWERS AND 0811GATtOPIC OF TAU"'E The foflowmg prooatol! rel0trIF ur il'a payrers and obhgr ions of Trustee (pursuant to Lander'¢ Inatrtrcuona} are Ran of ihio Owd of Truit Pov+ers of Trustee In addigon to all powers of Trustee arising as it PrArLHr cf law, Truatea Shall have the power to take the 74110vring actions with faspnct tdthe PfapanY upon rite wrltrrn )aqueat of Lander and Grantor ial lam in pr4parmg and filing a map or plat of the Rea[ Property, Including the d-3dira'7Pn of streets or other rights [_ the 02r/12/2004 15:15 FAX 253 471 G232 CO1P13-MRCIAL EXAM ,121 CWT71570 7' [a 019 DEED OF TRUST Loan No: 72014547 (Continued) Page 7 public, 141 loin to granting any easam fit or orooting any resirretun pit ttto Real Property. and ibl tom rn any suoordin5%lOn or other agreement 0fecting th,a Deed of Trust ar the mtamol or Lender under tars Deed of Trust Dbltgatror!a to Notify Truscsa xh7Ul not bat 0tiilgsrod to notify cony rmrds!r Party 41 a pending sole under any other sleet doad or Iran. or of any actfan Or procastrng m WN0 Gramm, Le.ldnr, or Trtrme shall be a party, urd lie lequired by applicable, love, or unlals tea noon or proceeding rs hretlfh: by Trtratoo Tr,ntep Trunea shell meet Oil gtlahficaltera: required for Truotuo ijecor .ipplKatia low In addition to the fights and mmodwer set forth about, wm'? raipaat td 400 of any pert of tht Frorarity, the Trust" airll have the nrrht to .Tondos► by nonce and Bale; arid'-andar shall here the right to tortelima by judroraf feloalocur0, In Ariher gem in docordance with and to Cn euN axteelf pc"de.d by ap Acabk lax Successor True too Lander, at Londar'a optron, may from bma tc 1•itIn 41FPOI nt it successor Tfustoo b airy True be& appoinned under this Deed of Trust by an Inrdurnent exeautao raid u;l.now.adged by Lender end recorded fit the offroe of the reaceder of 4NG Caumy. Sara of Wp0hranton The nitasrftdhl 21,44 contain, tr. addman :a an outer maltarn rbeiUkrad Joy ctats aw. the names of the orrginaf Lander, rn�.+ee, �,d arglttar, use clogµ end gape or the Auditar'd File Number where this [read 0f -rust is vacordad, am) chit rzintd new address of the tuaaeiedr uljatas, and that maXurrront ahalf be axwuied and aalti]oWfpdQAd by Lanier of its s11FCa6e0m m rrrtsrew The successor truslad. without conveyance of the Property, shall ouccoad Id DU tltt 'JO!, ,Power, and dutiaa twnf The arrinupon the Trustee m 1}e,e ❑e,ed ar Trust and by applreebfa law Thu procecE�re Fat auaatitufron of TrVvfud aF!ti!I govern Ip the exctusron of O@ other Prevralma for eubsbtution 1`101ICES 91.113Ject to appbaable few, end OXCept tar notiea retuisad rat elk-Wac! by law to be given Inanmher manner, any notice roquxed to be gliVen under this Deed of Ttuat including willrliit lurrtation any notica of deteult and arty natms of sate Shan be given rn writing. and shall be affective Wlvlfi i1-eJIVIV delivared, when actually received by xa telafaMleaLld [urdootherwise required by lawl, when datioanoci with a natrenafy recognized ovarrupht oourfgr, or, It madad, when dopoa+ted in the Visited States mad, as lifif aides, strolled to yplstored relief postage pr OI>Ord, dtrocred td the addresses shown ricer the bdgrrmmti of dua Deed of Trust Alt aapwi cr' AOCIcoa 01 foraslaiturs from this holder of env hen which hoot prrdmy p44r tfaa Dead of Trust shall Ls sent to Landt Or i detest. rid ahill"A near the begrnnlnp of thm Owed of Trust Any party may chrnge its addNIF4 for notices under the Oiled of Trust by giving formal written (wires to the other parses, apocrfymg ;hat uto purpaso of idle notice H tIt ixtengu she palsy's addreaa For eases purposes, Grantor agrees to keep Lando mar at all suneo of [irsuitWl arrant address WuJact to gpphcable law. And except for notice reglared or rglovrr>i by low to bat Prune in armdvu nlRRrrar, d there Is blots than one t3raMor, any ngfica dnen by Ltndrr to any t3rantor Is Beamed is bo notice gluon Lo 4.1 tiraatWO MISCELLANIDU9 PROVISIONS The tolowing rnrscAllatreous WoNator-it ale a ppr{df this Deed of Trust Amendments This Deed of Trust together cosh any Solaced Documents, eonsUltme the %11209 wrdar:tanding and agreement of the partial as to the matters sat forth in thts Deed of Trulit NO alNAMOR of or amendment to this Deed of Trust shalt be afroctrve unless given rn wrudrw and arono:l bit the party or pangs covght to be charged or bound by the skaratlan or amendment Animal n►porcr If the Property rc used for putpceee other crane iIre1tt�;r'S residence, Grantor shali rurnieh to Lender, upon request, a aarniSad MtOl lent ut list operanng incrima race:vod from the property during Clrantor'a p(ovloua hooey year in such form and detail as under sheA regwea "h'a- operavng nc�oms" Shah mean al! Cash receipts from the Property loan an crah axpenddurw'Reds In denser:an •an11 •she operaLon of trio PJopelty Q110tnon Hartdmga Cepfron hsadinins n this. Dead 7I' Trust are fW (+lllvancefnCO ptrrpoeaa Cnly and are net to be us ad to urtarprat or defmo the provtelone of this dead of Tevit Merger There shall be no merger of the Interact; or aotato are ate it by l'hi s Delid of Trust vrrth any other interest or estate in the Property at any ama hold by or for the tenpfit of Lenclei ui an!! oepecrty, wnitouc the wrraen consent of Lander Governing Lew This Dead ul' Tract will be govemad by, doeir4tled lull) anyeroed In accordance wrth federal law tate and the laws of the Sof Waainington This Deed of Trust has Ikon daoaptdd by Lander in the State of llyashington His Weever by Lander Lender shah not be dearned to have waived tiny nfrhts unt5or thw Dosd of Trual unfem suds lyarver is gnrnn in writ" and Funned bre Lander No ddley or orryafl!eft Cal tie Pert of Lander in exaretsrng any ngnt shag operate as a wn riarvtr of such eight ar any artier fight A wervar t^e bander of a prelrnwn of Uus peed of ; rune thaot prejudice or condtroste a weaver of Lender'a right othstw31 ro demand scant aomphOnes with chat Proylalon or any other pravnion of Ill* peed of Trust NO pnor µ n%ar by Lander, nor any course of daelmg between Lnndw and Grantor, shell ccnclittita it twalvar of Orly of Londe•': rights or of any of Granhpe tor's cbdons es ro arty f riura transactions whernaysi tits cotiaent of tender lb rayunno utder this Dead of Trust tha granting of sect, upnsant by Lander al any Ihntanae ehal not aonantrfte cattinsina oanaent to subsequent mstences where serail consent is requrrad and in all oases such Coriumf may be granted err wnhheid m the safe drscfehon ol'Lander Saverabdrty It a Court of Compliant lutiedtoeen finds any provlstprt of One Dried or Trust to be Inegef. invabd. or urtenfarrfaabta as to any Circumstance, That hrdrrtg vhsll not Motu Ila arlendrny provision diesel, trwand. or unaniaroaabla as to a" athor enournsttnca if fomtble, the orfandm, :ruvaiton shall be COnsidered modified so shoe t baconros legal, valid and enforceable If the Olfanding pntvrrraR cannot be co modlhed. R shall be conatderW deleted from tMs Deed of Trual Unless othenvlss fnWa•ed ble raw, Yip dagalme, imalidrty, or vnanfofceablAty df nay Provision of thin Deed of Trust shad Flat aflecl I,"-.tagdlny, Vebdrty or antorcoabihty of any Other prOvIvOrl of this DOW of Trust Sucoauare and Asngrra Subjeei to any Irmltateorla stated In thla .VOIIb Qf Treat OR Viinafar elf Grantor's mreelost, this Dead of Truer shall be bindmg upon and muro io the bancht Y do galena, thalr succaseors and it"rs if ownership of the Property becomes tli+md in IN portion other than 3ra-.for. Litlldar, wnhe'A notrCa To Grantor, may deal wilh Grantor's oueceoeara with rare tense toshin Dud df Trued un•7 •:Ise Inoabradneea by way of forbearance or oxtenclan without releamno Grantor tram the obhgri of true Done a f Tr dot or :lability under the Indebtadnass Time a of the, Estfsnae Time IS Of the essanea in lesa perfolmanue of 1hF.17ead of Trust Wmvar of iiam"Toad Usmption Granmr hemby rdleessy and wnvev sill rights and benefits of the homestead exemption Iowa of 1119 Stele of Washington its to an Indebudnoar eimurno by TI•to Dead of Trust DrEAt UnloS The fteaow,vlrlg a:nprtokmd wards end terms phall have Jul foil:lvring niaerngs when eased m tuts peed of Trust UnlCae never{reAlly staled to the Contrary, an rerarfnces to dotfa- arlotlIts shall rrreen amounts in "ill money Of the United Source of Amanes %Yards and terms uaad in the aangulef shall noluda the plural, &'Id Ila Plurai shell m4udo the srrigular, as the contaxt may rti Wards and terms nor: 0-;1,;,,vlsa dahrwd fie this Oaad of Trust shall have, the rnaeningr atfnl]vrad a aWh tarrnir In the Uniform Commer;IW ::tdrr Beneficiary The word "Beneficiary" rneans Benner Bank, and Aszu:cat!::c,rs and assigns Borrower The word "Borrower" memo SPEARMAN DEVELOPMENT GYUUP, L.0 and mohldes 811 co-signem and ucs'1L/LUU4 lb:ld VAA 253 471 13232 CO111� J:-!t:IAL EXAM Q020 r\ DEED OF TRUST Loan No - 72014547 (Continued) raga co,makers algning the Nora Dead of Trust The words 'Oeoc ur Trust" mean this Deed of Tnnn. includes widlaut limitetton all scagnment and security InremBi pntynld�ti�ref`"IriQnttolthe Personal Propr, and erty and Hann p K1r and Defaull -he word "DafaDlr" means the Default set torah at this Dooc 3f Truut in the section titled 'Default" Envwommnial Laws The woraa 'Environmental Lams mean any end ep stela, faaaral and tool statutes, rogWextona end Orxtviaroas letaling to ttig proteruon of humdR •efllt. aC the envifanmfint, mcidd511 without Irmaratgn the Campraherd.rvp Eiivrr_nmenral Resporsa, Companoautil. unit Lrpblkty Act of 19130, as emandad, 4$ U 5 O Section 9SO1, at aeq f"CLRCLA'•t, Frio Supariirnd AmePdlrrml•r tnd flasuthon;itiun Act of 13116, Fub L No Hg 499 1'15AFIA'Ir the IImardoLis Matanats Traimponat on AOL t.g if 6 C Sedtran 11101, of 543ls . the Rcoetirme CO naerva1w and Flocavnry Act, 4:3 U S C Swop on a901, et aatt , f=• Gt bar upplic able start a.- federal law,, Pules, or regulation adoposd put.uant tharety Event of Osfault The words 'Event Of Default' mean any of the evtlli:E. of default set forth In ttas Deed of Trust In the events oi'default section of this Deod of Truer Grantor The word 'Grantor" means SPEARMAN DEVELOPMENT GFlZtip,. LLC Quanta for The word "Guarantor' means any guarantor, suraii, ,;r soilornmadauon party of any or all of the Indebtedness Glraianry The word "Guaranty' means the auarenty from Guitranto• to Lender, including wrGrgut hmnetion a guaranty of all or parr of the Note Hazar4oua Bob.toncea The wertle 'Hu:erdwrs Subargneaa" merit limas als that, b;ecauee Of their quantity, cvncanitat%In cr physlattl, chumleef or infuceoya Oheraatensttcs,,tel seu:.t ,or pose a present or poternial hazard to human health or Vat environment when improperly used, tismea, 1101tiv, C-SPOOod at, generated, maiufecturad, tranaportsd Or oahorwrso handled Me words 'Haesrdaus SubenNIOUI" arm 83d tit their very broadest sense and include without Irmitamon ,ray Dad all hatardcus or toxin aubotii s, ntatonala or waste as dellrred by Or listed under the Environmental Lawe The term -Naradaus Subetencca" al:.n Im:wr:es, without Lin+tagoR, peuaEeum and petroleum by graduate or any fraphcn theracf grad asbestos Improvemwnre The word "Imprvvamenta" nieema all ex.aQng and fLj Wrs IrmploveoieMe, buddlaos, sire CSV[Ba, mOarie homes affbtad an the Reel Property, faerlitics, additions, rapt;cernunta wW otilsr ocimtrtrodon on the peal Property I114sbtailneas The word •Indebteensar' meant all principal, mWrial, e»d other amounts, costs Find expenses Payable under the Note or Ralated Daouimearia, together with gill r+naimile Of, extensions of, madrfrcatione or, aonsolsletfons of and suboutwroas for the Note de Related OccumanlI erA any amounts expandad or advanced by tender CO draotielgo Grantor's obligations Of exparlteY InCtIrrn: try "ri,stwe or Londaf to anfaras Lfranlar'a abb9ii s under fts Osed d' Trust, together %rilfi unoreat an such arf."nos va provided in thin Dead of Trust Specifr.'afy, without limitation, Iniletitedris a includes all nmtaunlu f1m ,nay be rndIF secured by the Cross-Collateralaatpn provision at Orle Dead of Trust Lander The word 'Lender• means Elanner sank, its sucooesore arid at'aPjn!; Nate rho word 'Note" means the promissory nwis dated Del:ambar 11, 2003. In She original pri'nolped ariloUtrt of $245,000 40 from Grantor to Lender, Ugofhar with 0 renewals of, extensions of, moorikcabone Of, refmarcings af, Consolldnona of, end stll;eribJdonat far the prert1l61iT�r note or agrasmant Psnenal Property The words 'Porsonal Property" Moen allequrpm;n;, fnsrnws, and ether ortrCfe9 0f peravnaf property now or hereafter rm'npd by Grantor, and now or horatrftta E:ituvlwd or affptse m the Real Property, together wrrh all st"Irsrons. Paris, and addition to, ap replacements df, and all mitlstftur.ons tor, any of such Pradarty, and together with ell rsyaas and Pfof[M lhoraon and pr"diettu IrmEarding W111104A bmrraban all Ineuronca proceeds and refunds of premiums] from any sure or other dispearti= of the prapeny Property The word "Property" means oolreoUvely the Real Property all the Pursonal Property Real Property The words "Real Property" mean the real property, Inblri;nla and rights, ea further descnbud In this Dead of Trust Related Doicumams Thu words "Rafatad Dwuments" mean all tr3miusury natsa, uradit agrdematita, roan agraamenea, arnrromrrenraE agreements, Quarentiea, aecuOty agrasnlsnts, mortgagoa, deeds of Cluat, security deeds, aanaterol mertgagoa, and all other or ,nsirumentay agraemants rlrnl daeumants, Whether navy hereaftereiaxWig, e>reeusod in canhaation with the indoytddneoe Rama rho word "Rams" means all present and future rents, MV1111in35, ISlr.orme, issues, royalaaa, profits, and Other benefits derived Ircm the Property Truata■ The ward °Trvaeea" mrrens Firs: Amanean T+tlo InayraiR;e Camsany, whose mailing address Is 3866 South 74th Street, Tacoma, WA 98409 and any aubsbxuW or suct�sanr ;'uctoaa GRANTOR ACKNOWLEDGES HAVING READ ALL THE PROVISIONS OF 111�I11 DEED OF TRUST, AND GRANTOR AGREEa TO 1 rG TCRM9 GRANTOR $PEAp EL 8 RtFJtAN6 P N, ia0.nager of S OEVELOPMEl11' GROUP, Ua/lz/2004 15:16 FAX 253 471 6232 C002RCIAL EXAM R 021 DEED OF TRUST Loan No. 72014547 (Continued) Page 9 LIMITED LIABILITY COMPANY n;CIr;iVC;Vf fLEf7CNiENT STATE OF . 1 q }Gs catnvTr6F1 )• f1 G } On this dos of before me, the underamod and p qo , Pertwnet aPpedmd RL�tANDEp A $PF.A ?M Afanapv at 6Pl�N pEYF�APMM. GROLP, LLC, MMland pa Y that known ;o ma ar prevail to and a l the i clp u Of satlera"11' "Mange W he a 01 [he hnnfed irebilny deed of t that ekeeutcd the Deed of Tlyyt and oaknpWledged'Jte Doad.lf ',toes td bit the free and voNf wy aot end deed of The hmltad lrahlirsv company, by euglomy al st=40, Im wtr:lca rtl• nvdan&4on or iW opomong agraemenl, for The- uses and osw therein en[Iened, onol on *nth *sated that he or -the Ie authonnd to execute tiva Deed of Trusc and m act axecu she I]a of ryruat on behalf of ino Irmlted froblhtr con 1pmy Ruerdmp Nothry Pub Ic m and forthe Stete of y I*► y ceremreelen enp1mo 01' L • JANN DAW5DR7 NOTARY PUBLII;O STATE OF WASHINGITC)N1 } car�tRaL�srars �xw}as:�s To Trustee The undersigned is the legal owner and holder of all indebtedneae mounnt by •:hla Dead of Trust You are hereby rt ¢uaated, upon Peyrnaslt of all sums overng io you, to recormoy without vavantli, to the Persona arifnled thergro, the ftoht• tale grid interest now held by you under the Da ed of Trust Date tlenef¢teay By fts 11Z-r1Z/2004 15:17 F_-1 253 471 (3232 C01t'-11-RCIAL EIMI [ij022 SIGHT DISTAA_E: AND YIEH EASEMENT R/W 371 0270 A(2) l THIS INDFNTURE WrTHESSETH.;� that =f,rilithe L 4_ I - as fie a"er o e proper yhereinafterdescribed. or ani d In cansT�a on a e sus of $1.(13 and other good and ualuab'le consideration r' In hand paid by the County of King, Stutxt of Washington, the -cceipt of which is hereby I, = 1 acknowledged, have granted and do hereby a),aFt unto Xing County the perpetual right and privilege to raatntaiin the fallowing descrfbea 7ropet•ry adjacent to streat intersections and designated as tight distance easeraer,t: areas, and the County is granted the right under such easement to construct such slopes and cuts and to rereave, at any time, any : vegetatlon, materials, or obstructions of ony isature as my be necessary to provide for uncla s tru cted view over and across the U21•z, n des Ignaccd sight distance easement areas at - and above an elevation which is higher than 2 Itwoj feet above the pavement surface of tiN the centerlines of the adjacent improved strre•ts. � That portion of Government Lot 2. Suction 2:3, Township 21 Nortrr, Asoge 3 East, W.M.; CouRty of King. State of Washiniltun, 5eing mare particularly described as follaws: Beginning at a (mint of intersection ni' the south tine of the north 160.00 feet r as measured alarug the east line of Tract: 75 of Hannon's half acres, as recor ad in volume 16 of Plats, page 28. recnrtfs of [Ong County, lkishington, with the k' i westerly asargin of Hoyt Road Sauthwas::, a 60.00 foot right-of-way; thence r^ a�f westerly 8.00 fmt along said south 1•1r_u r•f the north 100.DO Feet as Tract 75; thence northwesterly 102.00 feet auore Gr lest; to the south line of Tract M thence earterly MOD feet more or Iers to wid westerly margin of Hoyt .Road (s: Scuthwest; thence southe!lsterly alollg s;lir; 'westerly margin 102.00 feet more Or less to the Point of Beginning. co 'together with or subject to the fallowing) rights, obligations, cavenants, and conditions as follows: \ a► (a) 1t is understood and agreed that ne7:ldler• the owner, the owner's successors or assigns, nor any occupant of private property above described sh311 construct or place any structure. property. materials, nr ohs -:ruction of any nature on any designated sight distance area; provided, however, that nothing, herein shall prohibit the placement or } growing of plants and vegetation up to a height of 2 (two) feet. } (b) It is covenanted and agreed that the owners or occupants of property shall be obligated at their expense to remove any unauthorized Obstruction to ;fight distance which my be placed or constructed an a designniu�d sight distance area, and to keep all plants a;td vegetation on the designated sight distance area trimmed below the elevation of the above described plane, and upon the fa•11111°+; of any such owner or occupant so to do. the } Counter shall have the right at any time., talthorrt notice, to enter upon such easement area and remove any and all plants and vegetal-Ifin arid a" and all other obstructions and encroachments existing on such area in v•1r,-'lati,)n of the terms and conditions of this casement, and the owner of the property an which such obstructions are removed by the County shall be liable for any costs the County may incur in the removal of such sight obstructions. } (c) The agreements and covenants here -In c:uni_a)ned shall apply to and insure to the benefit of and be tuinding upon the County and the owner and their respective successors and assigns as if u:o specifically expres;;ed throughout and shall be covenants running with the land. IN Wrl'WESS WHEREOF,�1.�� 4 �7",_2 C' hav hereunto suhscribe0 their nme as a`'— �r� �as n on, s ') STATE OF YAS.4IRGTOW) Y ) ss. COUNTY OF PIERCE ) 8"8/22 40362 B RECO F .00 th�" .0d 7 g � e�ihte, the un��; - si00 is day of rdned,(w1e. OT aswington, ly comssissAoned and sworn, per to n v a s dtsc�'s�'�n an#JFAa xecuee e'�go-ng ns r. an Lhat they signed irvi sealed the said instrument as their free and v ar the uses and pua'pnses therein mentioned• d fficial real hiar gat affikeu the day and year in this certificate tary?u�i n�aa or a ofRe�Drd at TF�N 11'�;ae,�i: Wshington, I,u�siding at (78 want KintiCounty t ?i�tptrri•r [►ih�isa,an J U1/1Z/ZUU4 15:17 FAX 253 471 6232 COMYEIRCIAL EXAM U023 lop Ua/12/LU04 15:17 FA.1 253 471 6232 C00-7EJ;:CIAL EX.0 2024 20031210001763.001 k AFTER RECORDING MAIL TO William E Holt � Attorney at Law Gordon, Thomas, Honeywell, et a P O Box 1157 Tacoma, WA 98401-1157 10001763 e-2'✓I'i 1F F .!c t(OkL'f ACCESS E.ASI—KAV4,NT AGREEMENT Granitir EL•erth VGrttores, LLC, a lVash:tr;;t� •ri limited habili ❑ m anv Grantee ZU _Spe-axmaxi.-De.;:,' l.C?gime.nt C-rnTin ,i.r.r. Legal Description (abbreviated) Tract 75. Bg3aori's Half Acres, VgL16, p 28 and portion GovernmeiitLot 1 $ 23 T 21 1 _lZ.i E, King _Coi nty, Washington Additional legal(s) on pagr, 8 Assessor's Tax Parcel 1D# 3088900-0385,:E.1 Brid 308900-0355-09 Reference Nos of Documents Released or.iUsigne:d (,L r }�f�� December This Declaration of Access Easement Agreement is executed as the l V_ day ofIRPMOW 2003, by E$ERTH Yl!;VUR1E5, LLC, e.'W;ialtn7gton limited liability company ("Declarant"):for the benefit of AIMCSpearman and Parcel 3, as dellned below *Development: Grmi.p, LLC, a Washington limited 1±aLbila.ty > B.!.C:K ;ROUND Company %clarant owns the real property located in Federal Way, King County, Washington, hereinafter referred as Parcels 1 and 2 ':[lies;. parcels are more particularly described on Exhibit A hereto Parcel 1 has a fuel station and aonvornance store, and Parcel 2 has a car wash and vacuum building D Declarant also owns an adliac..»t Marcel of property, referred to herein as Parcel 3 and Iegally described on Exhibit A hereto C Declarant is in the process :& rlling Parcel 3 to Alex Spearman or his assigns ("Spearman") Spearman is unwilling to p1:uP:;l3U1;a Parcel 3 wiffivat the easements described herein NOW, THEREFORE, for valuabic: on,sideration, including the purchase of Parcel 3 by Spearman, Declarant established the following, -asements and covenants affecting Parcels 1, 2, and 3 Ai G i)Ei1C->C1V141EiNT 1 Acce-&; Easement Declamm. r .ties; hereby gnat to Spearmu a nonexclusive easement for the purpose of ingress and egress over ;mod across that portion of Parcels i and 2 that are not [1240457 v2 Mal 1 UZ/12/1004 15:18 FAX 253 471 13232 COIL--E1:CIAL E%A➢I Z 025 20031210001763.002 F currently being used, or are not hereafter •ased, for a building, walkways or areas reserved for automobile or truck parking 2 Temporary Construction Laliqq►nt Declarant does further hereby grant to Spearman a temporary easement for purposes of ccnstv.,z rig a new three lane entranceway from Hoyt Road Southwest onto P=6 2 The entrance: vnll be located at the approximate location shown on the drawings attached as Exhibit B hereto As part of its construction easement. Spearman will have the right to remove the existing fence and will separating Parcel 3 from Parcel 2 and to insert such landscaping as Spearman may deers ruiso..iably appropriate As part of its construction easement, Spearman is also authorized to remove• the existing entranceway, curbs, and landscaping and to ► construci new curbs :and landscaping in thi:.:!.ocations identified on Exhibit B hereto Spearman will construct the new entranceway, the abuttl ing curbs, and landscaping in compliance with the applicable ? requirements of the City of Federal Way and w:l'I pave or re -pave the entranceway and the parking lot ? on Parcel 2 to the extent it has beer, ere►►.ted or damaged as a result of the construction activities described herein Once the construction hm! been, completed anu approved by the applicable officials of the City of Federal Way, this construction eascmentwill terminate 3 Obstructions Declarant ► .T.1 not: hermit any buildings to be constructed or permit any I obstructions to rm. am that would interftir;: ►vitl-i ingress or egress from the entranceway from Hoyt Road Southwest to Parcel 3 Without hi-r►rttrig the foregoing, no parlang will be permitted within this area that might interfere Ynth such access 4 Maintenance Once eoniplet::d, Declarant will maintain the access easement areas, at I its sole expense ► S Laiid;scape Easement Elmdarsirit. does hereby further grant to Spearman an exclusive easement for the purpose of iriamtaining 'tt ; batched areas shown on Exhibit B abutting Parcel S As part of that easement, Spearman may tl.un or remove trees and shrubs that are currently located or hereafter are located on that easement area Irad n;►ay install and maintain other landscaping as he deems appropriate 6 No Liens Spearman at ret* that it will not permit any mechanics, matenalmen's or other liens against any portion of Parcels l and 2 ansmg by or through Spearman, including those for work or materials used in connection wrth the construction activities described in paragraph 2 above, and Spearman agrees to indemnrfi/ and hold'Declarant haimiless from the same 7 seinents Running _Witli I-'.1 _:Land The easemerds granted herein and the rights and } obligations of the px-ties hereto shall be.. bitubsr}; upon the parties hereto and the properties identified herein, provided, however, Spearman wM halre no obligations hereunder if he or his assigns do not I purchase Parcel 3 Once Spearman, or hts ussMbnis, purchase Parcel 3, the obligations of Spearman will run for the benefit of Parcel 3 and will be l:rnd.ir►g upon subsequent owners of Parcel 3 It is the intent - } once Spearman purchases Parcel 3 the covenants contained herem will run with the land in perpetuity 8 Applicable Law This ±!,grc;.;incnt will be gaverned by and interpreted in accordance with the laves of the State of Washington Any litigation arising out of or in connection with this Agreement will be conducted in King Cour.:i(y';, Washington 1 [IZ40467 YL do,i -2- WMI IDIM03 02/1'2%2004 15:18 FAX. 253 471 6232 C011il_EIRCIAL E.XAlli R026 20031210001763.003 9 Successors and i s Tl:.r:t Agreorncnt will be binding upon and inure to the benefit of the successors and assigns of the respecti'Ii, parties Recording a deed or conveyance of any property iderarfied hercra will constitute an agreement by the new o wmer that the provisions of this Agreement are accepted and ratified and binding upon; fav new owner The prior owner shall thereafter be fully released from all obligations and liabilities urr'Kisrd er ansing after the conveyance 10 Waivcr No delay m c=rvism.,g any right or remedy of any of the parties hereuMer shall constitute a war"cr thereof, and no waw::t of the broach of any provision of this Agreement shall be oonstrued as a waiver of preoedmg or suaeeeding breach of the same or any other covenant or condition of this Agreement 31 Hem The headings ITI this "i.greement are for convenience only and do not in any way linut or affect the terms and provisions •ru_reo €' 12 Severlibili If any term, f ov,,:rtaxit of c,ondi non of thin Agreement is held to ac invalid or unenforceable in any respect, such mvandit!V or unenforceability shall not affect any other provision hereof and this Agreement shall be construe.- l as if such invalid or unenforceable provision had newer been contained herein 13 l; ire Basement This Agr°aeinent and all exhibits attached hereto is the entire agreement of the parties with respect tIr the subject matter contained hereof, and all prior understandings and agreements of the par.;ies: relating thereto are merged herein This Agreement may not be modified ui airy manner whatsoever w:cTt'by written instrument signed by all of the parties [i 240407 va da ] 13 rantor E:BERTFI VENTURES, LLC, a Washington limited hLbility company By Its Grantee SPEARMAK DE'V GROUP, LLC, a We gt lity company r' By ° A:Iex 5pe n, its Manager �1-�� -3- WEH • IO/M3 U-5/Pd7LOu4 15:1U 11-Al 253 471 (3232 C01U'E,17-!CIAL EX-01 a027 4& 20031210001763.004 STATE OF WASHINGTON ) ) ss County of Ksng ) I certify that I knout or have satsfactar, .-Y:Amue that Re mond 8 Ebertis the person wbo appeared before nw, and said person acknowlecl_;cd that he sued this instrument, on oath stated that he is authorized to execute the mstrument and acknowledged rt as the 4anag-ina Pa=nar of EBERTH VENTURES, LLC, a Washington limited habihty aam.pany, to be the Free and voluntary act of such party for the uses and purposes mentioned m the instrument DATED this_endday of December _ _ , 2003 %21'.�30� . ,t1 Patrica.s R. eed+ o. '. OT !!� (Type/PrintName) J Notary Public in and for the 5 to Washhuigtan, j p[J131.I0 residing at Redmond !!! eta'•, , My Appointment ]Expires _ 912/05 fiky,,. STATE OF WASMNGTON ;s County of I certify that I know or have satlsfacton,+ ey:idence that ALEX SPEARMANV is the person who appeared before me, and said person acknowledged that by sagnrd this instrument and acknowledged it to be has free and voluntaryact for the uses and purposes mentoned itt the: msti=etat DATED this 2 3 day of2003 /r p" W f ApTARY �� � (Type/Print Name) pr zoo Notary Public in an�I for the State of W 3slrington, o , tasiding at JC -� A 7-4-2007 M:P Appointment Expires — add 7 OP illl)k [1240467 va dw l -4- WKH muou u3/1272tlU4 15:19 FAX 253 471 11232 C01 27.(.IAL EXA31 Q028 .� 20031210001763.006 z STATE OF WASHINGTON 3 SS County of PIERCE ; I comfy ihat r IMONv or have satisFactory ewdena, that Alexander A Spearman is the person who appeared before me, and said person adatowledged that Na sigiied this urstrament, on oath stated that (he is/she is /they are) authorized to execute the mstmimart and admowledged it as the :'Manage,: of Spearman Development Group, LLC to be the fzee ,arid. vii i uuatamy act of such party for the uses and pr gxms mentioned in this tnstniment DATED December 9, 2 003 NiT;; s:yped or pnnted) % i d for the Stag of Waslungton Ivry [i;rR?-Jilatmem exrnras It4oTp,y C©MN115lflt,f, 2a.��� 02/ 'Y/2`004 15:19 FAX 253 471 6232 COMERCIAL EXAM lih029 20031210001763.006 Legal Descriptions Parcel 1: Lot 1 of Hoyt Road Chevron Binding Site Plan, recorded September 25, 2001 utider. Rocordmg No 20010925001806, m King County, Washmgtijn Parcel 2 ° Lot 'It of Hoyt Load 4"Ilayron Binding Site Plan, retarded September 25, 2001 iw&er 1Zoeordmg 1NTo 20010925001806, in King County, Washington Parcel 3: The 'North 100 feet of Tract 75 of Emmon's Half Acres, measixed along the East I n.-v of said Tract 75, according to the plat recorded in 'Volumes 16 o€:Plats at Page 29, ai Xmg County, Washington [1240467 v2 doa] CITY OF Fe--- derai Way DATE: 3/05/04 TO: Jane Gamble FROM: Ann Dower SUBJECT: NORTHSHORE RETAIL - (04-100506-00-UP) 34029 HOYT RD SW; Completeness/Technical Review MEMORANDUM Public Works Department The information provided on February 13, 2004 is complete for Public Works Department review. The following technical comments must be addressed prior to land use approval: Plans 1. Show the width of Hoyt Road SW and the required nine -foot right-of-way dedication. 2. Provide a cross-section view of required improvements to Hoyt Road SW, 3. List the impervious area as a percentage of gross area. 4. Show the designated sight distance areas indicated in the title report. Technical Information Report 5. Although the site discharges to two sub -basins, the TIR proposes that all the storm water runoff be routed to a single basin. The TIR must state how far downstream the two basins merge. If they merge less than'/a mile downstream, the proposal may proceed as planned. If they merge further downstream, the applicant must submit an application for a Stormwater Adjustment. 6. The downstream analysis must include a map delineating the flow path for at least one mile downstream of the site. The tributary area both upstream and downstream of the site must be included. City of Federal Way has contour and drainage maps at 1"=100' and 1"=200' scale available for the engin6er's use. 7. The off -site drainage system table provided covers only one subbasin, and doesn't appear to follow the one that is proposed for this site's discharge. Provide an analysis of both and clarify where this discharge will be routed. The flow control standard cited in section 4.1.3 of the report is incorrect. The site will be required to meet the Level 1 Flow Control Standard described in the 1998 King County Surface Water Design Manual. 9. Although this doesn't require attention during the land use review, the applicant should be aware that vaults within the parking lot must meet structural stability and loading requirements. Cast -in -place vaults must be designed by a structural engineer and will be reviewed by an outside review agency at additional cost. Pre -cast vaults do not require outside review. 10. For your information, the City has recently approved the use of Compost Leaf Filters with a presettling device as a stand-alone option to meet the Resource Stream Protection Menu. SEPA Checklist 11. B.3.c.1. Describe source of runoff and where storm water runoff will flow, including Joe's Creek. The answer provided belongs in section d, along with a statement about control measures. 12. B.14c. The site plan does not show 20 new parking spaces. This answer should match the site plan. CIT Federal Way 41k MPARTMENT OF COMMUNITY DEVELOPMENT SERVICES REC E I�'.� �) 33530 First Way South PO Box 9718 FEB 1 3 2004 Federal Way WA 98063-9718 CITY OF FEDERAL WAY BUILDING DEPT, 0>1- I00so-7-S6� 253-661-4000;Fax 253-661-4129 ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST The State Environmental Policy Act (SEPA), RCW Chapter 43.21C,'requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact K statement (EIS) must be prepared for all proposals with probable significant adverse. impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use -this checklist to determirie whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without1he,need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional informati6n that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. USE OF CHECKLIST FOR NON -PROJECT PROPOSALS Complete this checklist for non -project proposals, even though questions may be answered "does not apply." In addition, complete the Supplemental Sheet for Non -Project Actions (part D). For non -project actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. Bulletin #050 — March 18, 2003 Page 1 of 16 k:\Handouts — Revised\Environmental Checklist A. BACKGROUND 1. Name of proposed project, if applicable: • 340 tit i �-► fl R-Et,,. r-- ti10 V-'��-p►--z-a- 2. Name of applicant:- 1 3. Address and phone number of applicant and contact person: s 6P D 2-1 l 2 fiN U 253 22 • i 4. Date checklist prepared: M 02 . oX5 5. Agency requesting checklist: C- t" m� �� �- 1,-4 4Y 6. Proposed timing or schedule (including phasing, if applicable): 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. 1-� O . 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. -BT- L-P.*to t,Se-, ACPpF-clli Bulletin #050 — March 18, 2003 Page 2 of 16 k:\Handouts — Revised\Environmental Checklist 10. List any government approvals -or permits that will be needed for your proposal, if known. u % L-C> I" to" 1 L11GQ�+ 11. Give a brief. -complete description of your proposal, including: the proposed uses and the size of the project and site. There are several questions later in tfzis.checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. tJ E �� C� � �'12�r o}'1 o til OF �4- .�- � 1 � O S . F. �21Gt-•�. i L _ �✓ u � 1�[7 l �-1C�. /�.-kfl A� L.L .455 O L l �'t'lSD S t't•'� m 12. Location of the proposal. Give sufficient information for a person to understand the precise location of - your proposed project, including a street address if any, and section, township, and range if known. If a proposal would occur over a range of aria; provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. B. ENVIRONMENTAL ELEMENTS I 1. EARTH a. General description of the site (circle one) li la oiling, hilly, steep slopes, mountainous, other. 4 .. . b. What is the steepest slope on the site (approximate percent slope)? L-��� s -i. . c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, mulch)? If you know the classification of agricultural soils, specify them and note any prime farmland. Bulletin #050 — March 18, 2003 Page 3 of 16 k:\Handouts — Revised\Environmental Checklist % d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed, Indicate source of fill. GO"'S j vt-t o"!. f ' 6uld'erosion occur as a result of clearing, construction, or use? If so, generally describe. V-4O. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? (O5'Jo h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, _ indu..strial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities,if known. Cs �r-t i�Cz-+ati. �1•-t yt-y¢-v v ft c� Q u�t". b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. f-lo . Bulletin #050 — March 18, 2003 Page 4 of 16 k:\Handouts — Revised\Environmental Checklist c. Proposed measures to reduce or control emissions or other impacts to air, if any. 3. WATER a. Surface 1) Is there any surface water body on onancthe immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, and wetlands)? If yes, describe type ' and provide names. If appropriate, state what stream or river it flows into. r 2) ' Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected: Indicate the source of fill material. t.4o to 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. tiJo 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Bulletin #050 — March 18, 2003 Page 5 of 16 k:\Handouts — Revised\Environmental Checklist 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge` t4D , b. Ground - 1) Will ground water be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. 4 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. t—1 O c. Water Runoff (including stormwater) 1) Describe the source of runoff (including stormwater) and method of collection and disposal, if any (include quantities, if known) Where will this water flow? Will this water flow into other waters? If so, describe. . �•ErQ UI �"l�Fit� '� C�t'NItQ-+-k't' '!t-yQ-A� t1—f, 2) Could waste materials enter ground or surface waters? If so, generally describe. t— 0 , d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any. 14ot_kV_'. .: s Bulletin #050 —March 18, 2003 Page 6 of 16 kAHandouts — Revised\Environmental Checklist r,l 4. PLANTS a. Check or circle types of vegetation found on the site. deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plant: water lily, eelgrass, milfoil, other f _other types of vegetation b. What kind and amount of vegetation will be removed or altered? F'01Q- c. List threatened or endangered species known to be on or near the site. t-4oNF_= d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any. V I 1-Z�r�P i—f'�*-Et�4.Gp�?� li�►�i'CaLLP�`C"i�i►� 5. AN1MAl,5 r. t =.i a a. Circle any birds and animals that have been observed on or near the site or are known to be on or near the site. birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. Bulletin #050 — March 18, 2003 Page 7 of 16 k:\Handouts — Revised\Environmental Checklist 4 c. Is the site part of a migration route? If so, explain. 1 _w - d. Proposed measures to preserve or enhance wildlife, if any. 6. ENERay AND NATUFAL j ESOURCES a. What kinds of energy (electric, natural gas, oil,wood 96v6, S-61ir) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. � L.-tt-e-t-9-je-, , t-AAwTv(2-4-L ,4e._4r� L_ t. ep. " r t " e. . b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. tA 0 , c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any. t,- % A,-.4C.V— V-1 t *1A t4O V-4 LVI M-fA -t—. L om 7. ENvIRONmENTAi, HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. Bulletin #050 —March 18, 2003 Page 8 of 16 kAHandouts — Revised\Environmental Checklist 1) Describe special emergency services that might be required. 2) Proposed measures to reduce or control environmental health hazards, if any. b. Noise , 1) What types of noise exist in the area that may affect your project (for example: traffic, equipment operation, other)? ..-ram,, fit? lC. — v4v r—, Fv-en' . 2) What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction operation, other)? Indicate what hours noise would come from the site. r 3) Proposed measures to reduce or control noise impacts,, if any. Not—P_. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? l�r �jDr—.� 17 b l�I.fr�✓ Ems° � � b. Has the site been used for agriculture? If so, describe. Bulletin #050 — March 18, 2003 Page 9 of 16 kAHandouts — Rev ised\Env ironmental Checklist c. Describe any structures on the site. d. Will any structures be demolished? If so, what? r o. What is the current zoning classification of the site? f. What is the current catiipreliensive plan designation of the site? C b !-& te-h -a, L-- g. If applicable, what is the current shoreline master program designation of the site? h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. 1-10 i. Approximately how many people would reside or work in the completed project? j. Approximately how many people would the completed project displace? t-4 C) f—1 " F Bulletin #050 — March 18, 2003 Page 10 of 16 k:\Handouts — Revised\Environmental Checklist k. Proposed measures to avoid or reduce displacement impacts, if any. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any. -�R�iKz-ram Gt-t-� T��►�Y-►..l C9.ult.�+�r�.�t�[�� ot r i 9. HOUSING , a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. " %� 't .+ ; J b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. N f A.. c. Proposed measures to reduce or control housing impacts, if any. 1-4 / P'. 10. AEsTHETICs a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? 2c� Lo" CAPS-k+->N." fltb,-" I b. What views in the immediate vicinity would be altered or obstructed? Bulletin #t050 — March 18, 2003 Page 11 of 16 kAHandouts — Revised\Environmental Checklist c. Proposed measures -to reduce or control aesthetic impacts, if any. 11. LIGHT AND GLARE a. What type of light or glare will the,proposaI.produce? What time of day would it mainly occur? + t�l t r--► � t--+� p•-+� , 'L L [r�aH--t'� �•.ir4TM � +dr`r' e�--i i [_� �' �--E � -#-sir Cx. w t- t- V. i•Vr t t- C% . b. Could light or glare from the finished project be a safety hazard or interfere with views? !-i b c. What existing off -site sources of light or glare may affect your proposal? 1.4 o "F- d. Proposed measures to reduce or control light and glare impacts, if any. "0 t--t E 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? t-foie-lE b. Would the proposed displace any y_existing recreational uses? If so, describe. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any. Bulletin #050 — March 18, 2003 Page 12 of 16 k:\Handouts — Revised\Environmental Checklist 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any.places or• Qbjects listed on, ;or proposed .for, nation, state, ,or localpreservation �egisters.known to on next to:the site? If so, generally describes. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. r s c. Proposed measures to reduce or control impacts, if any. 14.. T12ANSPORTATION a. Identify_ public streets and highways serving. the, site, and describe, proposed access to the existing streel, system: Show on site plans, if any. - 34 o t r..►- k. 0,0'0- F-'C;' . b. Is the site.currently served by public transit? If not, what is the approximate distance to the nearest transit stop? f—ti ,6. . c. How many parking spaces would the completed project have? How many would the project eliminate? 2.V t-41151614 ,SPJc r � • _ . OP d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. t-40 , Bulletin #050 — March 18, 2003 Page 13 of 16 k:\Handouts — Revised\Environmental Checklist f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. µ-t�.�.'t'1-t- i, �d,��j50G • 1�7 �-P/'tYL1 �-:16. �Oi1— '4'�`� Ar K P SAS -; +r A..t-+ ArLY�i i S g. Proposed measures to reduce or control transportation impacts, if any. t—lc> "-Q, . 15. ; PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. b. Proposed measures to reduce or control direct impacts on public services, if any. 16. UTILITIES a. Zlre� �ita7ry vailable at the site: ec ici atural g water fEseervice septic system, other., 1 b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate,vicinity that might be needed. 4 �.�. m.� -tom-tom--, ��oV � • `- ' C. SIGNATURE The above answers'are true'arid'complete to the, best of my knowledge. I understand that t ie lead agency is relying on them'tdrhake its diedisioil. ; SIGNATURE:/IDS—� %�1.�•-�� DATE SUBMITTED: D2- . O(o ' O+ Bulletin 4050 - March 18, 2003 Page 14 of 16 k:\Handouts - Revised\Environmental Checklist Crrroe� G DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33530 First -Way South PO Box 9718 Federal Way WA 98063-9718 253-661-4000;Fax 253-661-4129 www.ci.federal-wayma.us Crime Prevention Through Environmental Design (CPTED) Checklist Directions Please fill out the checklist to indicate which strategies have been used to implement CPTED principles in your proposed project. Please check all strategies that are applicable to your project for each of the numbered guidelines. You may check more than one strategy for each guideline. Your responses will be evaluated by City Staff, and will be integrated into the Site Plan and/or Building Permit review process. Section and V Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review 6 Applicable during Building Permit Review Section 1.0 Natural Surveillance 1.1 Blind Corners _ Confonns Avoid blind corners in pathways and parking lots. Revise _NA Comments: Ff Pathways should be direct. All barriers along pathways , should be permeable (see through) including landscaping, fencing etc. ■ ❑Consider the installation of mirrors to allow users to see ahead of them and around corners. e Other strategy used: ❑ 1 Bulletin #022 —April 23, 2001 Page I k:\Handouts — Revised\CPTED Checklist Section and V, Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicabletluring Site Plan Review 6 Applicable during Building Permit Review' 1.2 Site and Building Layout _ Conforms Allow natural observation from the street to the use, _ Revise f •om the use to the street, and between uses _NA Comments: For Non -Single ❑ Orient the main entrance towards the street or both Family streets on corners. ■' Development Position habitable rooms with windows at the front of El the dwelling. ■ Access to dwellings or other uses above commercial/ ❑ retail development should not be from the rear of the building. ■ ❑Offset windows, doorways and balconies to allow for natural observation while protecting privacy. ■ ❑�, Locate main entrances/exits at the front of the site and in For view of the street. ■ Commercial/ If employee entrances must be separated from the main Retail/ entrance, they should maximize opportunities for natural Industrial and surveillance from the street. ■ Community Facilities ❑ In industrial developments, administration/offices should be located at the front of the building. ■ Avoid large expanses of parking. Where large expanses For Surface [✓]� of parking are proposed, provide surveillance such as Parking and security cameras. ■ Parking Access to elevators, stairwells and pedestrian pathways Structures [i3' should be clearly visible from an adjacent parking area. ■ []� Avoid hidden recesses. ■ Locate parking areas in locations that can be observed by adjoining uses. ■ Open spaces shall be clearly designated and situated at For Common/ locations that are easily observed by people. Parks, Open Space ❑ plazas, common areas, and playgrounds should be placed Areas in the front of buildings. Shopping centers and other similar uses should face streets. ■ Other strategy used: Bulletin #022 —April 23, 2001 Page 2 k:\Handouts — Revised\CPTED Checklist 'Section and *1 Functional Area Evaluation for =Performance Performance. Standard Agency Use:Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Permit Review Conforms 1.3 Common/Open Space Areas and Public On -Site Open Revise Space _NA Provide natural surveillance for common/open space Comments: areas. Position active uses or habitable rooms with windows adjacent to main common/open space areas, e.g. playgrounds, swimming pools, etc., and public on -site open space. ■ Design and locate dumpster enclosures in a manner [� which screens refuse containers but avoids providing opportunities to hide. ■ Locate waiting areas and external entries to ❑ elevators/stairwells close to areas of active uses to make them visible from the building entry. e ❑ Locate seating in areas of active uses. e Other strategy used: EI Conforms 1.4 Entrances `_Revise Provide entries that are clearly visible. _ NA Comments: Design entrances to allow users to see into them before entering. ■ Entrances should be clearly identified (Signs must ❑ conform to FWCC, Sec. 22-1569(D). Permit Exceptions. (Applicable during Certificate of Occupancy Inspection). Other strategy used: ❑� Bulletin #022 — April 23, 2001 Page 3 UHandouts — Revised\CPTED Checklist Section and Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy ■ Applicable during Site Plan Review e Applicable during Building Perini[ Review _ Conforms 1.5 Fencing _Revise Fence design should maximize natural surveillance from _NA the street to the building and from the building to the Comments: street, and minimize opportunities for intruders to hide. El Front fences should be predominantly open in design, e.g. pickets or wrought iron, or low in height. e Design high solid front fences in a manner that incorporates open elements to allow visibility above the height of five feet. e ' If noise insulation is required, install double -glazing at the front of the building rather than solid fences higher than five feet. e Other strategy used: El 1.6 Landscaping _ Conforms Avoid landscaping which obstructs natural surveillance _ Revise and allows intruders to hide. _NA Comments: Trees with dense low growth foliage should be spaced or [✓� their crown should be raised to avoid a continuous barrier. ■ Use low groundcover, shrubs a minimum of 24 inches in height, or high -canopied trees (clean trimmed to a height of eight feet) around children's play areas, parking areas, and along pedestrian pathways. o Avoid vegetation that conceals the building entrance from the street. ■ Other strategy used: EI Bulletin #022 — April 23, 2001 Page 4 k:\Handouts — Revised\CPTED Checklist Section -and Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard S"tegy, z Applicable during Site Plan Review :e Applicable during Building Permit Review 1.7 Exterior Lighting _ Conforms Provide exterior lighting that enhances natural _ Revise surveillance. (Refer to FWCC Section 22-1635(g)(1) for _NA specific lighting requirements.) Comments: Prepare a lighting plan in accordance with Illuminating Engineering Society bf America (IESA) Standards, [✓� which addresses projedt lighting in a comprehensive r manner. Select a lighting approach that is consistent with . local conditions and crime problems. ■ Locate elevated light fixtures (poles, light standards, etc.) in a coordinated manner that provides the desired coverage. The useful ground coverage of an elevated light fixture is roughly twice its height. ■ For areas intended to be used at night, ensure that supports visibility. Where lighting is placed at,a ID lower height to support visibility for pedestrians, ensure lower that it is vandal -resistant. e ElEnsure inset or modulated spaces on a building facade, access/egress routes, and signage is well lit. e In areas used by pedestrians, ensure that lighting shines ❑ on pedestrian pathways and possible entrapment spaces. e Place lighting to take into account vegetation, in its ❑ current and mature form, as well as any other element that may have the potential for blocking light. e Avoid lighting of areas not intended for nighttime use to ❑ avoid giving a false impression of use or safety. If danger spots are usually vacant at night, avoid lighting them and close them off to pedestrians. e Select and light "safe routes" so that these become the focus of legitimate pedestrian activity after dark. ■ Avoid climbing opportunities by locating light standards ❑ and electrical equipment away from walls or low buildings. e El lighting. photoelectric rather than time switches for exterior lighting. e In projects that will be used primarily by older people ❑(retirement homes, congregate care facilities, senior and/ or community centers, etc.) provide higher levels of brightness in public/common areas. e Bulletin #022 —April 23, 2001 Page 5 k:\Handouts — Revised\CPTED Checklist Section and Functional Area Performance Performance Standard Standard 1.7 Strategy i Applicable during Site Plan Review e Applicable during Building Permit Review Exterior Lighting — Continued Other strategy used: Evaluation for Agency -Use 'Only 1.8 ` Mix of Uses Conforms In mixed use buildings increase opportunities for natural Revise surveillance, while protecting privacy. _NA Comments: Where allowed by city code, locate shops and businesses on lower floors and residences on upper floors. In this ❑ way, residents can observe the businesses after hours while the residences can be observed by the businesses during business hours. ■ Include food kiosks, restaurants, etc. within parks and El parking structures. N Other strategy: used FOR 1.9 Security Bars, Shutters, and Doors _ Conforms When used and permitted by building and fireTcodes, _ Revise security bars, shutters, and doors should allow _NA observation of the street and be consistent with the Comments: architectural style of the building. ❑ Security bars and security doors should be visually permeable (see -through). e Other strategy used: 7 Bulletin 4022 — April 23, 2001 Page 6 k:\I-landouts — Revised\CPTED Checklist Section,.and .Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy A Applicable during Site Plan Review e Applicable during Building Permit Review Section 2.0 Access Control _ C011fornis 2.1 Building Identification _ Revise Ensure buildings are clearly identified by street number _ NA to prevent unintended access and to assist persons trying Comments: to find the building. Identification signs must conform to ' FWCC, Section 22-1569(D). Permit Exceptions. El the numbers should be plainly visible and legible from the street or road fronting the property. e In residential uses, each individual unit should be clearly numbered. In multiple building complexes, each building ❑ entry should clearly state the unit numbers, accessed from than entry. In addition, unit numbers should be provided on each level or floor. e Street numbers should be made of durable materials, ❑ preferably reflective or luminous, and unobstructed (e.g. by foliage). e For larger projects, provide location maps (fixed plaque ❑ format) and directional signage at public entry points and along internal public routes.oftravel. e Other strategy used: EJ 2.2 Entrances _ Conforms - ^ Avoid confusion in locating building entrances. Revise _NA Comments: Entrances should be easily recognizable through design features and directional signage. (Signs must conform to FWCC, Section 22-1569(D). Permit Exceptions. ■ Minimize the number of entry points. ■ Other strategy used: Bulletin #022 — April 23, 2001 Page 7 k:Mandouts — Revised\CPTED Checklist Section and v, Functional Area Evaluation for Performance Performance Standard' Agency Use Only Standard ` Strategy It Applicable during Site Plan Review e Applicable during Building Permit Review 2.3 Landscaping _Conforms Use vegetation as barriers to deter unauthorized access. _Revise _NA Comments: ❑ Consider using thorny plants as an effective barrier. e Other strategy used: FJ Conforms `_ 2.4 Landscaping Location Revise Avoid placement of vegetation that would enable access _NA to a building or to neighboring buildings. Comments: Avoid placement of large trees, garages, utility structures, fences, and gutters next to second story ❑ windows or balconies that could provide a means of access. it Other strategy used: EI 2.5 Security _ Conforms Reduce opportunities for unauthorized access _Revise _ NA Comments: Consider the use of security hardware and/or human ❑ measures to reduce opportunities for unauthorized access. (Applicable during Certificate of Occupancy Ins ectiofz . Other strategy used: Bulletin #022 —April 23, 2001 Pagc 8 k:\Handouts— Revised\CPTED Checklist Section and Y, Functional Area Evaluation for Performance Performance Standard Agency Use Only Standard Strategy _...: 4 ■ Applicable during Site Plan Review' e Applicable during Building Permit Review 2.6 Signage _ Conforms Insure that signage is clearly visible, easy to read _ Revise and simple to understand [Signs must conform to — NA FWCC, Section 22-1569(D). Permit Exceptions]. Comments: ❑ Use strong colors, standard symbols, and simple graphics for informational signs. e Upon entering the parking area, provide both pedestrians For Surface ❑ and drivers with a clear understanding of the direction to Parking and stairs, elevators, and exits. e Parking In multi -level parking areas, use creative signage to Structures ❑ distinguish between floors to enable users to easily locate their cars. e Advise users of security measures that are in place and ❑ where to find them, i.e. security phone or intercom system. e ❑ Provide signage in the parking area advising users to lock their cars. e El exits are closed after hours, ensure this information information is indicated at the parking area entrance. e Other strategy used:El Section 3.0 Ownership 3.1 Maintenance _ Conforms Create a "caredfor" image Revise _NA Comments: Ensure that landscaping is well maintained, as per ❑ FWCC Section 22-1569, in order to give an impression of ownership, care, and security. (Ongoing). ❑Where possible, design multi -unit residential uses such that no more than six to eight units share a common building entrance. ■ Other strategy used: Bulletin #022 —April 23, 2001 Page 9 k:\Handouts — Revised\CPTED Checklist Section and Functional Area Evaluation for Performance Performance Standard AgencytJse=Only Standard �-�:.. _ .. =Strategy •. ,r,.:•- y K Applicable during Site Plan Review e Applicable during Building:Permit Review 3.2 Materials _ Revise Use materials, which reduce the opportunity for _NA vandalism. Comments: Consider using strong, wear resistant laminate, impervious glazed ceramics, treated masonry products, t ❑stainless steel materials, anti -graffiti paints, and clear over sprays to reduce opportunities for vandalism. Avoid flat or porous finishes in areas where graffiti is likely to be a problem. e Where large walls are unavoidable, refer to FWCC ❑ Section 22-1564(u) regarding the use of vegetative screens. e Common area and/or street furniture shall be made of ❑ long wearing vandal resistant materials and secured by sturdy -anchor points, or removed after hours. e Other strategy used: El Bulletin #022 — April 23, 2001 Page 10 k:\Handouts — Revised\CPTED Checklist Z in Q iv m o c NN � N o� n � o _71 o � z z 0 �� 04, oN 1 Q3'S'el6 dS rn Rb r1 I � y�. � r'r� k•. r.9 6 � 5 w 3rW r F IB Ails 5w-, r CbLOD fz f P I Sw m f lml� A+fe 5w J J o 1 1 m a i a l f N f- L PillFR Eli �ia p ran r i • �— i�i I �I �I p r N m O W m D ypap • y �• � ,' .'/•ram m Z I Z n .y I / / x I m :§- o Ib m NN a D�d0�0��fl k I itit �� 3 41 FVA -47 p Q HOYr ROAD SW R .1 om ErSS CDD v z lie�'o m_ n Al 'zii 8 > Z A - 7 • 3. 88 F A m .e V,aa, oo ti � � 9iJ Pierce County Alvarado Oscar H & Dery A 4599 43re St. NE Tacoma, WA 98422 Parcel #: 0321231022 Buchanan Michael & Barbara A 4597 43d St. NE Tacoma, WA 98422 Parcel #: 0321235019 Cox Aaron C & Shirley 4595 43rd St. NE Tacoma, WA 98422 Parcel #: 0321235020 Stout Steve Jr. & Maxine 4589 43rd St. NE Tacoma, WA 98422 Parcel #: 0321235016 Eastman Christine A Ttee 2060D E Avenida de Los Arboles Thousand Oaks, CA 91362 Parcel #: 0321235017 Aldrich Jeffrey A & Julie A 4593 43rd St. NE Tacoma, WA 98422 Parcel #: 0321235018 Ramstad Mark W & Janice L 4565 44th St. NE Tacoma, WA 98422 Parcel #: 5001150130 Heitman Charles W & Janet A 4585 43rd St. NE Tacoma, WA 98422 Parcel #: 0321231025 Nguyen Thanh 4561 44th St. NE Tacoma, WA 98422 Parcel #: 5001150140 Bower Donald L Jr. & Laura M 4557 44" St. NE Tacoma, WA 98422 Parcel #: 5001150150 Pitman Philip W & Anna C 4555 45th St. NE Tacoma, WA 98422 Parcel #: 5001150260 Wilkinson Jean S 4560 45tb St. NE Tacoma, WA 98422 Parcel #: 5001150270 King County James Frank L & Denise R 34107 Hoyt Rd. SW Federal Way, WA 98023 Parcel #: 3089000380 City of Federal Way 33530 1st Way S Federal Way, WA 98003 Parcel #: 3089000225 Hoytie Toytie LLC 2333 Carillon Kirkland, WA 98033 Parcel #: 3089000330 Parcel #: 3089000320 Parcel #: 3089000315 Eberth Ventures LLC 13710 84th Ave. SE Snohomish, WA 98290 Parcel #: 3490300010 Parcel #: 3490300020 �M cc o� > o o 5_— (1) c c p N N U- ro ro c a aE cc L �- r .. J F U �UU) LLI U) Q LL D .a O Z a cc) > L� N O O = N co U m CD Q CD N LLI > f o� m Z LJJ J Q Q Q 00 C d N C) i' E L U. E E L. >_ a- iC d Z a Qcu a)z r y m L CD? m a a rn co w ° II d ° CD a0 c0 a 2 w t Q n —c a o a N a� oW tierce Uount'r Interactive lvlap Server Page. 1 of 1 Identify results for Tax Parcels. [Tax Parcel Acres Land Improvement Land Use More Information Value Value 0321235018 0.158 53500 110800 SINGLE FAMILY Click. here for owner name and {other DWELLING Assessor -Treasurer information. This page was last updated on December 15, 2003. Copyright © Pierce County Washington 1996-2003. All rights reserved. http://triton.co.pierce.wa.us/scripts/esrimap.dl l?nanie=inap&cfid=0&cftokeii=0&Left=1172... 2/5/2004 02/05/2004 17:27 FAX 2533832572 AHB)1. INC 02/02/2004 14: 23 REDWOr --,ESCROW � 12:53:3E302372 1 JAN -28-2Oe4 10 s 58 F ci,— i WESTERN PROF'_ RT1 ES U 003 NO.216 9002 253 472 0541 P_03/04 January 23, 2004 Ann Dowet City of Federal Way Public Works 33530 1" Way South Fecleral Way, W4 )80()3-9718 t'roject: 340'r' & Hoyt Retail, 34029 E[oyt Road SW. Federal Way, WA Subject Utility Easements Dear Ann: The following inf6miation is being p=ovid.-:d! ) tlae City on lbehalfof Alex Spearman and at the request of AI BL. As you axe aware, Alin, is proposing a retail development at 34029 Hoyt Road SW. This project is dirced'y south of the Northshore Chevron and CCarwash and we. share a common bound-zar . 'It is our understanding that the City leas requested corresponden-ce, fXom us stating lffil: eve WM be cooperating with this developmcat. Specifically, we will be sha.-din ; a new joint access from Hoyt Road SW. We tuiderstand that there is also the: poten.tkd that The new retail development may geed additional easements for utilities; and may al::o clesire to utilize o= storm drainage system and detention vaulev At this prOhninary stage, w(, %vould'like; the City to know chat we will be cooperating with this development and are a;e;Keeable to giant the xzecessaxy easements for utilities and consuucrion. Sir�cereYy, - 1 Owatr, Nortbshore Chenrron and Carwmii. c. Deb Barker, City of Feder -A Way Alex Speanuan, I-5 Motors, Inc. Txavis Ness, HeNx .Architecture Tn Weber, First Western Pxogett,icii Mitt Webez, AF BL PECEIVED FEB 1 :; CITY OF FEDERAL WAY BUILDING DEPT. 02/02/04 MON 14:31 lTX/RX NO 69251 4. R N-iq CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: February 17, 2004 TO: Jim,°Femling, Development Services Manager Mary Kate Martin, Building Official Mary Young, Lakehaven Utility District Greg Brozek, Federal Way Fire Department FROM: Jane Gamble FOR DRC MTG. ON: Completeness: March 4, 2004 FILE NUMBER(s): 04-100506-00-UP RELATED FILE NOS.: Preap file No: 03-101637 PROJECT NAME: NORTHSHORE RETAIL PROJECT ADDRESS: 34029 HOYT RD SW ZONING DISTRICT: BN PROJECT DESCRIPTION: Construction of an 4,104 sq ft building for potential office, retail and/or fast food restaurant with drive through, 20 parking stalls and site improvements. LAND USE PERMITS: UP III, SEPA PROJECT CONTACT: HELIX ARCHITECTURE 6021 12TH ST E Suite 201 253-922-9037 (Work) MATERIALS SUBMITTED: Preliminary Plat conceptual drawing MASTER LAND USE APPLICATION rA% CITY OF Federal Way APPLICATION NO(S) Project Name F=EE 1 3 'L'004 �00 SOS - Vi- s o - 9 0 r( f oC� S DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33530 First Way South PO Box 9718 Federal Way WA 98063-9718' 253-661-4000;Fax 253-661-4129 vzmm,r iiy.aifederaIwzy_cvm n2 . m5 . O 1-4o'Z�. 1---" E-5 t—.d- L t _ Property Address/Location 3 4-C>2 Parcel Number(s) � ( O O 0 S Project Description Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process I1 (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information _ oning Designation Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements Uniform Building Code (UBC): t7A Occupancy Type %,I - t.-I Construction Type Applicant Name: Address: cPo 2 I Vl t- t; City/State:-�.4�or—n•� , w�- Zip: C� 8 4-a-4 Phone: -2-F=3 • 22- Fax: 2s 3 • 2-Z ee Email:-%Vrq,/Ie,I%,AcI,�G1n.CB�'vI Signature: 1� _ `J �—�-- Agent (if different than Applicant) Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: q L_ S r r -,e�iz ",.. Address:�- City/State: Zip: 2. � Phone: ,3B�1CP • 4 4ss Fax: 223 •`ib'7[P40 Email: q 24 i-Sw,ok0V*,,, c-BM Signature: Bulletin #003 — March 3, 2003 Page I of I k:\Handouts — Revised\Master Land Use Application EL 386.57' ri RIM=393:6 ' `j I 6 1- 1 j 8" PVC E W ! n LE- CL CH A EL $3.92' j1, s LADDER SE SSMH 1 ; s �jm=395.39' t ' 383.34' PVW 383.21' 383.11' . I _ 6 4 8- PV Lfl4ER EASS f +f I 1 l u I t s {= s } ss ss Ss ss �.= Ssss— ss 1 'I ch 10 % r i fr• l i i 6 ���`-�.-�-...��� .�_..-�—�---�•-._.�. �'jr i� n_ � RIM=39 �5' cn f�/ `�/'` ff.f rr r� ��/ '�/f'f•{�� �f/f,.��f SSMH TYPE 1-48 _ `r VCN 383. 53' _ ��. f/,%rff`f//!%/f.'/f�ri'. i rr`% �:•�i%/r�/lri' .r j r fffr; • l f' _ _ __ -- -- - =RIl1�, 92 Sat _.__ J S� p PVC E 383.50' cn P - (MATCH GRADE) 4 I I LADDER WEST — — _ _IE 387.66 _ { rO C S 5'` l ` oOQ 1 .. j 6 SSMH lYf?E '1-48° 4 6 , �, ; ; ` RIM 393.00 IE 385 00l (8" NW) s RD• d - RD S ' i r ,;� IE 385�10 (6' W,S) 4 ..5 •� I I Co t• }I' I ;I 1 5 7 $ SSCO � • TYP. 4 IE 3$6.20f 4 3 5C0 9 i 9 IE 386.86 IE 387.$4 5SCO- EW BUILDING- , I .j f , 4,100 SF� �I IDS. •1 •~ 1 , 3�, 164.69' �`•. _. _ .__.. 4 2 �!: 7 - _ ti 9 RIGHT OF WAY I tz: _ -DEDICATION 0 t SSCO ; 4