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03-104603-PCFILE CITY OF �. Federal Way April 27, 2007 Mr. Scott Hutchinson Panattom Development Company 16400 Southcenter Parkway, Suite 502 Seattle, WA 98188 RE; File #05-103873-00-SU; RECORDING OF BINDING SITE PLAN East Campus Terrace Phase I Lot C BSP Dear Mr. Hutchinson: CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com The above -referenced Binding Site Plan was recorded at King County on April 23, 2007, under recording number 20070423001440. A copy of the receipt and recorded BSP is enclosed. Please contact me at 253-835-2642 if you have any questions about this letter. Sincerely, Deb Barker Senior Planner Enclosures as noted c: Betsy Dyer, Barghausen Consulting Engineers, 18215 72"a Avenue South, Kent, WA 98032 Doc 1 D 40645 [irr of CITY HALL Fe d e ra ! Way Feder 1 st Way South • Box 9718 Federal Way, WA 98063-9-9718 (253) 661-4000 www.cityoffederalway.com Mr. Wally Costello December 2, 2003 Quadrant Corporation �.: 1110 1121h Avenue NE Bellevue, WA 98009 Re: File #03-104603-000-00-PC; PREAPPLICATION CONFERENCE SUMMARY East Campus Corporate Park 320`h North Parcel BSP Dear Mr. Costello: Thank you.for participating in the preapplication conference with the City of Federal Way's Development Review Committee (DRC) held November 6, 2003. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. - This letter summarizes comments given to you at the meeting by the members of the DRC. The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and Federal Way Fire Department. Some sections of the Federal Way City Code (FWCC) and relevant information handouts are enclosed with this letter. Please be advised, this letter does not represent all applicable codes. In preparing your formal application, please refer to the complete FWCC and other relevant codes for all additional requirements that may apply to your project. The key contact for your project is Deb Barker (253-661-4103 or deb.barker0ciVoffederalway_.cam). For specific technical questions about your project, please contact the appropriate DRC representative as listed below. Otherwise, any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION The preapplication is for a commercial subdivision of ten undeveloped lots into three commercial lots for future office use using the City's Binding Site Plan (BSP) process. Three storm drainage tracts would be created. Wetland A would be eliminated with site improvements, while a 100-foot buffer from Wetland B would be maintained. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review. These issues can change due to modifications and revisions in the plans. These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided. The major issues section is only provided as a means to highlight critical requirements or issues. Please be sure to read the entire department comments made in the next section of this letter. Mr. Wally Costello Page 2 December 2, 2003 • Public Works Development Services Division 1. Level 1flow control and water quality treatment measures conforming to the Basic Water Quality Menu must be provided for all new impervious areas. 2. FWCC Section 16-47 requires that overhead utility lines be relocated underground if over 500 feet, or three spans, are affected by a Public Works project. This condition will be. applied to South 3201h Street. • Public Works Traffic Division 1. A traffic impact analysis (TIA) prepared by a professional traffic engineer is required to assess the project impact on the City's street network and determine appropriate mitigation measures. 2. Construct street improvements and dedicate right-of-way consistent with the adopted City standard along the property frontage on South 320°i Street, 32od Avenue South, and Weyerhaeuser Way South. Assuming a symmetrical cross section, an additional 10 feet of right-of-way on South 320"' Street east of Weyerhaeuser Way South, all 68 feet of the northerly extension of Weyerhaeuser Way South through the site,' and an additional three feet along 32nd Avenue South would need to be dedicated to the City. Please note, per the Developer Agreement for East Campus Corporate Park Parcel 1, and per City standards, a landscaping raised median would also be required on South 3201h Street. 3. To meet the required block perimeter requirement, a second access will be required; an additional access/driveway connecting to 32" Avenue South. DEPARTMENT COMMENTS Outlined below are the comments made by the representatives of each department present at the preapplication conference. Each section should be read thoroughly. If you have questions please contact the representative listed for that section. PLANNING DIVISION (Deb Barker, 253-661-4103, deb.barker@cityoffederalway.com) 1. Review Process — Binding Site Plans (BSP) are divisions of land for sale or ground lease for commercial, industrial use. The review processes for the BSP application is administrative, based on the City's subdivision code. Applications for a BSP shall be submitted according to the requirements of form and content requirements for short plats under FWCC Section 20-81 et seq., and shall be reviewed for conformance with FWCC Section 20-2, design criteria and development standards of FWCC Sections 20-151 through 20-157, and FWCC Sections 20-178 through 20-187. The application is reviewed for completeness based on the design and development requirements and the BSP checklist. Environmental review is required as noted below. I There is a comprehensive plan amendment request to delete the planned extension of Weyerhaeuser Way South, north of South 3201h Street. File NO3-104603-000-00-PC Doc I D. 24878 Mr. Wally Costello Page 3 December 2, 2003 At the completion of technical review, preliminary BSP approval is granted. Engineering plans must be submitted for review and approval before any construction related activities of the required improvements could commence. Once all required street and drainage improvements are installed, inspected, and approved by the City, the BSP receives final approval and can be recorded at King County at the expense of the applicant. The current application fee for BSP is $1,919.50. 2. State Environmental Policy Act (SEPA) — The subdivision of ten individual lots into three lots would normally be exempt from environmental review. However, as the subject site contains wetlands, the exemptions of WAC 197-11-800(6)(a) are not applicable pursuant to FWCC Section 18-143. Therefore, the formal application must be accompanied by an environment checklist and filing fees of $805.50. 3. Public Not cation —The application is subject to public notice of the BSP application and of the . environmental determination. Therefore, the application must be accompanied by a total of two sets of stamped mailing envelopes, prepared in accordance with the City's requirements. One set shall be addressed to all owners of real property located within 300 feet of site boundaries, and one set shall : be addressed to all owners and occupants within 300 feet of site boundaries. In accordance with the City's procedures, all envelopes must contain the Department of Community Development Services return address (PO :Box 9718 Federal Way, WA 98063-9718). A paper list of addressees must be submitted along with the envelopes, in addition to an assessors map with the 300-foot boundary depicted. Mailing information should be current and accurate in order to avoid having to verify the mailing list and re -mail any notices, thereby affecting project review time frames. 4. BSP Development Standards — All lots resulting from the BSP must conform to the design standards of FWCC Sections 20-151 through 20-157, and 20-178 through 20-187. As discussed at the preapplication conference, the BSP application can be a realignment of the underlying lots to create three individual Iots, or the establishment of three lots with three tracts for future development,3 or a detailed plan with proposed building pads, buildings, parking stalls, and site improvements. Regardless, the formal application must meet the following design requirements, as summarized: • FWCC Section 20-151, Subdivision Design - If driveways and roads are shown, block perimeter and motorized access standards must be addressed. • FWCC Section 20-152, Lot Design — If buildings are shown, front yard setbacks should correspond to Note #2 of FWCC Section 22-826, which requires front yard setbacks for structural improvements in this Office Park (OP) zone at 35 feet if a landscape buffer and stormwater facilities are located in the front yard. • FWCC Section 20-156, Pedestrian and Bicycle Access —If buildings are shown, provide pedestrian access to the BPA easement, right-of-way, and bus stops. • FWCC Section 20-157 — View considerations. 2 See the City handout titled, Oblaining Mailing Labels. Additional public notice envelopes will be required for separate applications. 3 This scenario would require future environmental review for the proposed uses. File 403-104603-000-00-PC Doc. LID. 24879 Mr. Wally Costello Page 4 December 2, 2003 • FWCC Section 20-176, Required Improvements —As discussed at the preapplication conference, street improvements and dedication of right-of-way or internal easements is required pursuant to FWCC Section 22-1471. • FWCC Section 20-177 —Density regulations. • FWCC Section 20-179, Retention of Vegetation —All natural vegetation shall be retained on site except that which will be removed for plat improvements or grading, as shown on approved engineering plans. Mass clearing is not permitted. Provide a clearing and grading plan to depict any vegetation removal. • FWCC Section 20-180 — Streets and rights of ways. • FWCC Section 20-183 — Storm drainage. ■ FWCC Section 20-184 — Other utilities. • FWCC Section 20-185 — Street lighting. • FWCC Section 20-186, Landscaping Protection and Enhancement —A landscape plan shall be submitted with the BSP application to identify existing wooded areas, significant trees as defined by the FWCC, meadows, rock outcroppings, and other existing landscape features. 5. Wetland Report — The formal application must be accompanied by a wetland report prepared by. wetland consultant that reflects current City wetland standards. In 1999, the City of Federal Way conducted an inventory of wetlands in the city and subsequently amended the wetland regulations with the adoption of wetland categories. The City's inventory lists Wetland B on the subject site as a Category III wetland, which has a corresponding 50-foot buffer requirement, and lists Wetland C as a Category II wetland with 100-foot buffer requirements. At 462 square feet, Wetland A does not meet the definition of a regulated wetland. The formal application must include a wetland report that addresses current wetland standards, including FWCC Section 22-1356(b), and apply wetland categories adopted by the City of Federal Way. Please be advised that the elimination of a regulated wetland as defined by the FWCC requires review and subsequent decision by the Federal Way Hearing Examiner following a public meeting. This would be reviewed at the time the wetland elimination was proposed in conjunction with the development regulations in effect at that time. 6. BPA Trail — The subject site is located in Park Planning Area `I' of the 2000 Federal Way Parks Comprehensive Plan (FWPCP), and is located within the BPA corridor. Typically, the City has acquired BPA easement rights to land under the BPA transmission lines and has installed a pedestrian trail throughout this corridor consistent with the adopted FWPCP. In the case of the subject site, the Director of the Parks, Recreation, and Cultural Services Department has requested that an easement be provided to the City of Federal Way within the BPA corridor for a future trail, consistent with the FWPCP and the Federal Way/BPA Pedestrian/Bike Trail final report dated June 30, 1991, and prepared by Atelier PS. Filc 403-104603-000-00-PC Doc M 24879 Mr. Wally Costello Page 5 December 2, 2003 PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower, 253-661-4125, ann.doweriRcityoffederalway.com) Land Use Issues — Stormwater 1. Surface water runoff control and water quality treatment will be required per the 1998 King County Surface Water Design Manual (KCSWDM), and the City of Federal Way Addendum to the 1998 KCSWDM. This project meets the requirements for a Full Drainage Review. At the time of BSP submittal, a preliminary Technical Information Report (TIR), addressing the relevance of the project to the eight core and five special requirements of the KCSWDM will be required. A Level 1 downstream analysis shall also be provided in the preliminary TIR. The City has V = 100', five-foot contour planimetric maps that may be used for basin analysis. 2. Flow control facilities must be designed to conform to Level 1 flow control performance criteria. 3. Water quality treatment facilities must be designed to meet the treatment criteria of the Basic Water Quality Menu. 4. If infiltration is proposed, soil logs will need to be provided to verify infiltration suitability. 5. Show on the preliminary plans, with dimensions, the proposed location of the detention and water quality facilities. Right -of -Way Improvements See the Traffic Division comments from Traffic Analyst Sarady Long for traffic related items. 2. Street frontage dedications shall be conveyed to the City through a statutory warranty deed. The dedicated area must have clear title prior to recording. 3. All stormwater treatment and detention requirements outlined above must be applied to new impervious area within the public right-of-way. Detention and water quality facilities must be located outside of the travelway. 4. FWCC Section 16-47 requires that overhead utility lines be relocated underground if over 500 feet, or three spans, are affected by a Public Works project. This condition will be applied to South 3201h Street. Building (or EN) Permit Issues 1. The "Federal Way Development Standards Manual" (including standard detail drawings, standard notes, and engineering checklists) is available on the City's website at www.cityoffederalway.com to assist the applicant's engineer in preparing the plans and TIR. 2. As -built drawings will be required prior to Public Works Department acceptance of the project. File M03-104603-000-00-PC Doc. I.D. 24878 Mr. Wally Costello Page 6 December 2, 2003 A final TIR shall be prepared for the project and submitted with the permit application. The final TIR will require the signature/seal of a professional engineer registered/licensed in the State of Washington. 4. The applicant shall provide a geotechnical report that addresses design pavement thickness for the roadways. 5. The applicant shall reimburse the City for the cost of all required regulatory, warning, and street name signs that are installed, prior to acceptance by the City of all other required improvements. 6. Bonding is required for all improvements associated with the project. The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called. Upon completion of the installation of the improvements, and final approval of the Public Works Inspector, the bond will be reduced to 30 percent of the original amount for a two-year maintenance period. 7. The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities), and street systems for the two-year maintenance period; During that time, the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. 8. When topographic survey information is shown on the plans, the vertical datum block shall include the phrase "DATUM: N.G.V.D.-29" or "DATUM: K.C.A.S.," on all sheets where vertical elevations are called out. 9. All drawings shall be drafted/plotted on 24" x 36" or 22" x 34" mylar sheet with permanent black = ink. Drawings submitted for plan review shall be printed on 24" x 36" or 22" x 34" paper. Site plans shall be drawn at a scale of 1" = 20', or larger. No architectural scales are permitted on engineering plans. 10. Provide cut and fill quantities on the clearing and grading plan. Erosion control measures, per Appendix D, 1998 KCSWDM, must be shown on the building set plans. 11. The site plan shall show the location of any existing and proposed utilities in the areas affected by construction. PUBLIC WORKS TRAFFIC DIVISION (Sarady Long, 253-661-4139, sarady.long@cityoffederalway.com) 1. A traffic impact analysis (TIA) prepared by a professional traffic engineer is required to assess the project impact on the City's street network and determine appropriate mitigation measures. Please note, the City is in the process of developing a Traffic Impact Fee (TIF) system, which is expected to be completed by the spring of 2004. The TIF system could reduce the scope of the TIA and replace any pro-rata share contribution. The TIA would then only focus on mitigation of impact beyond improvements identified in the six -year Transportation Improvement Plan (TIP). Projects submitting a complete SEPA prior to the TIF implementation could be vested to the current system of pro-rata share mitigation. File 403-104603-000-00-PC Doc. I.D. 24879 Mr. Wally Costello Page 7 December 2, 2003 2. Per FWCC Section 22-1474, the applicant/owner would be expected to construct half -street improvements consistent with the planned roadway cross -sections as shown in Map III-7 of the Federal Way Comprehensive Plan (FWCP) and Capital Improvement Program (CIP) shown as Table 1I1-19. Based on the materials submitted, staff conducted a limited analysis to determine the required frontage improvements in meeting the FWCC. Based on the analysis and the FWCC, the applicant would be expected to construct street improvements on the following streets to the City's adopted standard. a. South 3260 Street is a Type A street, consisting of an 86-foot paved street from curb to curb, six-foot planter strip with trees, eight -foot sidewalk, and streetlights in a 120-foot right-of-way. The improvements shall be from street centerline. Consistent with the Development Agreement for East Campus Corporate Park Parcel I, and per the City's adopted standards, a landscaping raised median would also be required. b. Weyerhaeuser Way South4 is a Type O street, consisting of a 34-foot paved street from curb to curb, six-foot planter strip with street trees, eight -foot sidewalk, and streetlights, all within 68 feet of right-of-way. Since this street would serve as internal street, the applicant would be expected to construct the full width. c. 32"d Avenue South is a Type R street, which is a 40-foot paved street from curb to curb, four -foot planter strip with street trees, six-foot sidewalk, and streetlights, all within 66 feet of right-of-way. At a minimum, improvements shall include 28 feet of pavement, four feet of planter strip with street trees, six feet of sidewalk, and streetlights, all within 45 feet of right-of-way. The improvements shall be on the east side of the street. Tapers and transitions beyond the project frontage may be required as deems necessary for safety purposes, taper rate shall be based on the Washington State Department of Transportation (WSDOT) design manual, WSA2/60 or AASHTO, as directed by the Public Works Director. 4. The applicant/owner shall dedicate sufficient public right-of-way across the entire street frontages to widen and improve the abutting public streets to the City's adopted street standards. Assuming a symmetrical cross section, an additional 10 feet of right-of-way on South 320`h Street east of Weyerhaeuser Way South, all 68 feet of Weyerhaeuser Way South, and an additional three feet along 32"d Avenue South would need to be dedicated to the City. Right-of-way dedication shall be conveyed to the City through a Statutory Warranty Deed, and must have clear title prior to recording. 5. FWCC Section 20-151 and FWCP Policy TP21, require block perimeters no longer than 1320 feet for non -motorized access, and 2640 feet for streets. In order to meet the street block perimeter requirement, a second access/driveway would need to be extended through the site, connecting to 32"d Avenue South. Per FWCC Section 22-1543, there may be only one driveway for each 330 feet of lot frontage. Additionally, any driveway must be located no closer than 150 feet to any street intersection, or to any other driveway, whether on or off the subject property. The site plan meets these requirements. 4 There is a comprehensive plan amendment request to delete the planned extension of Weyerhaeuser Way South, north of South 320`h Street. File #03-104603-000-00-PC Doc. I.D. 24878 Mr. Wally Costello Page 8 December 2, 2003 LAKEHAVEN UTILITY DISTRICT (Mary E. Young, 253-946-5400, myoung(-]iUkehaven.org) Water Issues A developer extension agreement will be required to extend mainline water facilities to serve the site. The owner should apply separately to the District for this process at the same time formal application is submitted to the City of Federal Way to avoid delays in construction. Please allow three to four months for plan review and approval. Sewer Issues A developer extension agreement will be required to extend mainline sewer facilities to serve the site. The owner should apply separately to the District for this process at the same time formal application is submitted to the City of Federal Way to avoid delays in construction. Please allow three to four months for plan review and approval: General Comments The District's Capital Facilities Charges are calculated on the basis of Equivalent Residential Units (ERU). Residential equivalency for office use may be calculated as 0.3 ERU per 1,000 square feet of building area, as an initial estimate. Actual water consumption will be monitored and additional charges may be assessed within five years of the original connection. Use of the categorical listing may not be representative of the property's actual impact on the water and sewer systems and is discouraged. It is recommended that the owner provide anticipated water consumption for the facility, or water consumption information from a similar facility, to calculate these charges (255 gallons per day equals one ERU). The District's current Capital Facilities Charges are $3,205/ERU for water and $2,721/ERU for sewer. FEDERAL WAY FIRE DEPARTMENT (Greg Brozek, 253-946-7241, prep.brpzekAfederalwayfire.or$} Water Supplies for Fire Protection The required fire flow for this project is ? gallons per minute. A Certificate of Water Availability shall be provided indicating the fire flow available at the site. This project will require _? _fire hydrant(s). Existing fire hydrants on public streets are available for this project. Existing fire hydrants on adjacent properties shall not be considered unless fire, apparatus access roads extend between properties and easements are established to prevent obstructions of such roads. When any portion of the facility or building protected is in excess of 150 feet from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided. Fire hydrants: 1) Shall be located not more than 300 feet on center. All measurements shall be made as vehicular travel distance. 2) Shall not be located closer than 50 feet to any building. 3) Shall not be obstructed by any structure or vegetation, nor shall the visibility of the fire hydrant be impaired for a distance of 50 feet in the direction of vehicular approach to the fire hydrant (KCFD #39 Administrative Policy Guideline No. 1004). File M03-104603-000-00-PC Doc. I.D. 24878 Mr. Wally Costello Page 9 December 2, 2003 Fire hydrant locations are subject to the approval of the Fire Marshal or his/her designee. When exposed to vehicular damage, fire hydrants shall be suitable protected. Fire hydrants shall be in service PRIOR to and during the time of construction. Fire Apparatus Access Roads Fire apparatus access roads shall be provided when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. EXCEPTION: When buildings are completely protected with an approved automatic fire sprinkler system, these provisions may be modified by the chief. Plans for fire apparatus access roads shall be submitted to the fire department for review and approval prior to construction. Fire apparatus acce.ss roads: 1) Shall have an unobstructed width of not less than 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. 2) Shall,be designed and maintained to support the imposed load of a 30 ton fire apparatus, and shall be provided with a surface so as to provide all-weather driving capabilities. 3) Shall be not less than a 20-foot inside turning radius and not less than a 40-foot outside turning radius. 4) With a dead-end in excess of 150 feet in length shall be provided with a cul-de-sac or fire department approved alternative at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. 5) Gradient shall not exceed 12 percent (KCFD #39 Administrative Policy Guideline No. 1006). Designated fire lanes may be required for emergency access. This may be done during the plans check or after the facility is in operation. When required, approved signs or other approved notices shall be provided and maintained for fire apparatus access roads to identify such roads and prohibit the obstruction by parking and other obstructions. Fire apparatus access roads shall be installed and made serviceable PRIOR to and during the time of construction. Fire-Extin,guishing Systems Four sets of plans and specifications for automatic fire -extinguishing systems, standpipes, and their appurtenances shall be submitted to the fire department for review and approval prior to installation. Plans shall be drawn to an indicated scale, on sheets of uniform size, with a plan of each floor, and shall File 403-104603-000-00-PC Doc. 1.13, 24878 Mr. Wally Costello Page 10 December 2, 2003 show those items listed in Chapter 6 of 1997 Uniform Building Code Volume 3 (UBC Standard 9-1) that pertain to the design of the system. Sprinkler plans shall bear a Washington State Certificate of Competency stamp. An automatic fire sprinkler system shall be installed in all occupancies requiring 2,000 gpm or more fire flow, or where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 square feet. Area separation walls shall not be considered to separate a building to enable deletion of the required automatic fire -extinguishing system (FWCC Chapter 8, Article II, Division 4). The automatic fire -suppression system shall be connected to the fire alarm system (last zone) in all buildings having an automatic fire detection system. The system demand pressure (to the source) required in a hydraulically designed automatic fire sprinkler system shall be at least 10 percent less than the correlative water supply curve pressure. Automatic Fire Detection System An automatic fire detection system shall be installed in all buildings exceeding 3,000 square feet gross floor area. This fire detection system shall be monitored by a central and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the fire chief or designee (FWCC Chapter 8, Article II, Division 4). Plans and specifications for fire alarm systems shall be submitted to the fire department for review and approval prior to system installation. Plans and specifications shall include, but not be limited to, a floor plan; location of all alarm -initiating and alarm -signaling devices; alarm control and trouble -signaling equipment; annunciation; power connection; battery calculations; conductor type and sizes; voltage drop calculations; and manufacturer, model numbers, and listing information for all equipment, devices, and materials. Fire alarm systems, automatic fire detectors, emergency voice alarm communication systems, and notification devices shall be designed, installed, and maintained in accordance with Uniform Fire Code (UFC) Standards 10-2 and 10-3, and other nationally recognized standards. Systems and components shall be listed and approved for the purpose for which they are installed. A remote fire alarm annunciator panel(s) shall be installed at the following location(s): Fire alarm control panel and remote annunciator panel keys shall be located: In a Supra lock -box to be located Fire Department Access to Buildines Exterior doors and openings required by the UFC or the UBC shall be maintained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings required by the UFC and/or the UBC shall be provided when required by the chief. File #03-104603-000-00-PC Doc 1 D. 24878 Mr. Wally Costello Page 11 December 2, 2003 Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. Numbers shall be a minimum of six inches in height. When access to or within a structure or an area is unduly difficult because of secured openings, or where immediate access is necessary for life-saving or firefighting purposes, the chief is authorized to require a key box to be installed in an accessible location. The key box shall be of a type approved by the chief and shall contain keys to gain necessary access. THESE FIRE DEPARTMENT COMMENTS ARE VALID FOR 180 DAYS FROM REVIEW AND ONLY FOR THE PLANS REVIEWED. CLOSING This letter reflects the information provided at the preapplication meeting and is intended to assist you in preparing plans and materials for formal application. We hope you found the comments useful to your project. We have made every effort to identify major issues to eliminate surprises during the City's review of the formal application. The completion of the preapplication process in the content of this letter does not vest any future project application. Comments in this letter are only valid for one year as per FWCC Section 22-1657. As you know, this is a preliminary review only and does not take the place of the full review that will follow submission of a formal application. Comments provided in this letter are based on preapplication materials submitted. Modifications and revisions to the project as presented for this preapplication may influence and modify information regarding development requirements outlined above. In addition to this preapplication letter, please examine the complete FWCC and other relevant codes. carefully. Requirements that are found in the codes that are not addressed in this letter are still required for your project. If you have questions about an individual comment, please contact the appropriate department representative noted above. Any general questions can be directed towards the key project contact, Deb Barker, at 253-661-4103. We look forward to working with you. Sincerely, 1� V Deb Barker Associate Planner ene: Sign In Sheet Master Land Use Application BSP Handout Mailing Label Handout Right -of -Way Modification Handout SEPA Checklist FWCC Section 22-826, OP Zone FWCC Section 22-1356 FWCC Chapter 20, "Subdivisions" c: Ann Dower, Engineering Plans Reviewer Sarady Long, Traffic Analyst Mary Young, Lakehaven Utility District Greg Bro7ck, Federal Way Fire Department Ken Nielson, PACE Engineering, 750 61h Street South Kirkland, WA 98033 File #03-104603-000-00-PC Doc. I.D. 24878 Name 1. ka, CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REVIEW COMMITTEE (CDRC) Preapplication Conference Sign In Sheet -'East Campus North BSP Preapplication Conference 03-104603-00-PC November 6, 2003 With 3. C�, /� C'aSf���r- �4�GQran•� 4. M w'(Zi Y o u1JG7 7. 5c, � ii. L.#46#A1F,v uv"T y 61 SIRICT Telephone Number 2s�`&f/-�/D� "t,25'-6 y6- 831,6 i2 263 Svcs zs3 _ 6bi-qj-2 FA cC vZ -2 �. v s r- ✓ate ti"Ilk�_ . c}�' ,r -- /k bff r1 .. 4 � 0 f Y �, euA- i GPI �27J'l�Z s�5 uAeo--f- -7t) i k, Planning Department summary BSP is required to subdivide the land into the three lots and three tracts. BSP steps are: review of application, preliminary approval of layout, Engineering plan submittal and review for construction of infrastructure - roads, storm and utilities, Engineering approval issuance, construction, inspection and approval, BSP approval and BSP recorded at King County. Formal BSP planning comments relate to the installation of infrastructure and utility as reviewed under Office use code standards, as well as wetland elimination. No comments on proposed building use provided with BSP tech review. SEPA required due to existence of Environmentally sensitive areas, and proposed wetland elimination. Another SEPA required for future office uses due to creation of more than 4,000 square feet and more than 20 parking stalls. All lots must conform to design standards of the subdivision ordinance: • Subdivision design ■ Lot design: All lots must provide regular building area which meets required setbacks. Setbacks for this zone are 25, 35, and 50 feet for front, and 25 for side and rear. Storm drainage facilities in front yard are discussed in 22-826(2), and can only be in front yard if a future building is setback 35 feet. • Pedestrian and bike access — BPA trail access/easement required, future improvements? ■ View consideration • Required improvements — all frontage ■ Density • Retention of vegetation — clearing only for infrastructure and utilities with BSP • Streets and rights of ways - • Storm drainage - ■ Street lighting ■ Landscaping protection and enhancement With the wetlands on the subject site, the BSP application must include a wetland report to address city criteria r City of Federal Way Department of Community Development Memorandum TO: File Y FROM: Deb Barker RE: Quadrant Office North Binding Site Plan File #03-102229-SU, 03-102230-SE DATE: June 20, 2003 I have reviewed the conceptual drawings for the commercial subdivision or Binding Site Plan of 10 lots into three commercial lots, with three tracts. There are no existing improvements on the subject site. The site zoning is OP. Certain planning issues, listed below, must be addressed with the subdivision application approval. 1. Is clearing plan required with BSP - it is for preliminary plat application 2. Project does not meet the comprehensive plan requirements for Weyerhaeuser Way extension. Staff does not support comp plan amendment. 3. Proposed street cul-de-sac is 590 feet to center of planter, and longer when measured to end of vehicle area. 4. Motorized and nonmotorized block perimeter maximums are exceeded. 5. Lot A front yard setback of 40 feet exceeds minimum of 50 feet when parking and drive aisles are in required front yard. 6. Tract 3 (storm pond) does not meet front yard setback for landscape buffer. 7. Need pedestrian route of travel to BPA trail and to SW corner for bus stop connection 8. Check if pedestrian connection needs to be in ROW form. 9. ROW improvements must be provided per FWCC 10. Landscape buffer setbacks for Lots B and C are 15 feet while only 10 feet of land is shown. 11. Detention ponds require landscape buffers 12. Landscape plan is missing 13. Street lighting plan unknown 14. Tree survey is missing SUBDIVISION CODE CONFORMANCE REVIEW All lots resulting from the subdivision must conform to the design standards of this ordinance (Section 20, FWCC). The criteria are listed below. Subdivision design, Sec. 20-151: (a) Traffic is distributed to a collector street system, to avoid intrusion and overburdening of residential streets and to connect with planned or existing streets. Response: Needs to connect to 32nd Avenue South as a planned street per PW (b) Streets should be coordinated with existing intersections to avoid offsetting new intersections and should intersect at a 90-degree angle. Response: 320th OK, need 32nd (c) Cul de sacs no longer than 600 feet. Response: The proposed sac to center of island is 590 feet, but extends further in parking. (d) Blocks should not be longer than 1,320 feet for non -motorized access, and 2,640 square feet for streets. Response: This is not met for non -motorized or streets. (e) Subdivisions on steep slopes should be designed so that streets are constructed generally parallel rather than perpendicular to the slope. Response: No steep slopes. (f) Streets should be designed in conformance with adopted standards for sight distance at intersections per 22-1151. Response: PW to verify Lot desij2n. Sec. 20-152. (a) All lots should be of ample dimensions to provide a regular shaped building area, which meets required setbacks. Response: Lots are A, B and C, tracts 1,2 and 3. i. Lot #A depicted with 40 foot setback from front (south) property line, which may not be permitted unless demonstrate code met. Side and rear are OK. South and west perimeters require 10 feet of type III landscaping. If sharing parking with other lots, no side or rear yard perimeter landscaping. Perimeter with drainage tract requires 5 feet of type III. ii. Lot #B has a 200 foot setback from 32nd Street P/L, and is OK from side and rear setbacks. West perimeters require 10 feet of type III landscaping due to ROW. Western 400 feet requires 5 feet of type III. Rest of north perimeter requires 15 feet of type I. If sharing parking with other lots, no side or rear yard perimeter landscaping. iii. C has 390 foot setback from S. 3201h front P/L and side and rear setbacks are ok. South perimeter requires 10 feet of type III landscaping. North and east perimeters require 15 feet of type I landscaping due to residential zone. If sharing parking with other lots, no more side or rear perimeter landscaping. Perimeter with tracts requires 5 feet of type III. iv. Tract 1 is wetland with 100-foot buffer shown and 50-foot buffer required (category 2). Requires 10 feet of type III landscaping against ROW and 15 foot type I buffer along north, east and south sides: do landscape modification request for this side to use existing vegetation. Five feet of type III against west P/L. v. Tract 2 is detention/wet pond. Requires 15-foot type I buffer along north side and Five feet of type III against west P/L. vi. Tract 3 is Detention pond. Requires 10 feet of type III landscaping against ROW and five feet of type III around other sides. Doc. I.D. 23662 Subdivision Design Criteria Review Page 2 (b) All lots shall be designed to provide access for emergency apparatus. Response: TBD — will be better once Weyerhaeuser Way goes through. (c) All lots should be designed to take advantage of topographic and natural features, view orientation and privacy. Response: (d) Except in a cluster subdivision, all lots should abut a public street ROW. Residential lots should not have access onto arterial streets. Response: All lots meet this. 32nd South is ROW but is not open. OK Densily, See.20-153. (a) All lots in a conventional subdivision shall meet the density and minimum lot size requirements of chapter 22, zoning. Calculation of density in subdivision shall not include streets or vehicle access easements. Response: No minimum lot size requirements in this zone. OK (b) Cluster subdivision standards. Response: Does not apply. Cluster. Sec. 20-154 (Does not apply) Open space and recreation. Sec. 20-155. (Does not apply) Pedestrian and bicycle access. Sec. 20-156 (a) In addition to the sidewalks required in FWCC Section 22-1471 regarding requirements to ROW and vehicular easements, pedestrian and bicycle assess should be provided for established or planned safe school routes, bikeways, trails and transit stops and general circulation. Response: Need pedestrian route north to the BPA bikeway, and any trails proposed. Need additional links to 32nd South and pedestrian route to the transit stop on South 320d' at SW corner of site. (b) Pedestrian and bicycle access shall be provided in 20 feet of dedicated ROW. Paved width shall be 12 feet. Pedestrian scale lighting shall be provided if two ends are of corridor are not intervisible. No sight obscuring fences or landscaping shall be permitted abutting access corridors. Response: IS THIS STILL A REQUIREMENT? CHECK WITH PW. (c) Pedestrian and bike access shall be provided to develop a non -motorized network with a block perimeter of no greater than 1,320 feet measured on center lines. This requirement can me modified if 1) Topographical constraints, 2) Environmentally sensitive areas, 3) Adjacent development is not being conducive. Response: This is missing and must be provided. (d) Pedestrian and bicycle access corridors shall be considered as usable open space in determining open space requirements. Response: NA as no open space requirement. Doc. I.D. 23662 subdlvlslon Design Crlterla Review Page 3 View considerations, Sec. 20-157. (a) Design of new subdivisions adjacent to existing developments should assess the potential blockage of existing views and utilize methods such as staggered of off -set lot lines and building areas so as to reduce horizontal view blockage. Response: OK with angled buildings. (b) Where feasible, subdivision design shall recognize and preserve important view corridors by proper location of streets, view conservation easement or other means. Response: No views from this location unless Mt Rainier from 2nd floor. Required improvements, Sec. 20-176. Street improvements and the dedication of ROW and or easements shall be required in accordance with 22-1471 regarding required improvements to rights -of -way and vehicular access easements. If a plat is subject to dedication, dedication language shall be included on the face of the plat. Roads not dedicated to the public must be clearly marked on the face of the plat. Any dedication, donation or grant as shown on the face of the plat shall be considered to all intents and purposes, as a quitclaim deed to the said donee or donees, grantee or grantees for his, her or their use for the purpose intended by the doper or grantors as aforesaid. Response: North side of South 320'h Street, Weyerhaeuser Way South and 32nd Avenue South must be improved. Density regulations, Sec. 20-177. (b) Density or parcel size, setbacks and buffers shall be in accordance with chapter 22, Zoning. Response: Lots are A, B and C, tracts 1,2 and 3. i. Lot #A depicted with 40 foot setback from front (south) property line, which may not be permitted unless demonstrate code met. Side and rear are OK. South and west perimeters require 10 feet of type III landscaping. If sharing parking with other lots, no side or rear yard perimeter landscaping. Perimeter with drainage tract requires 5 feet of type III. H. Lot #B has a 200 foot setback from 32nd Street P/L, and is OK from side and rear setbacks. West perimeters require 10 feet of type III landscaping due to ROW. Western 400 feet requires 5 feet of type III. Rest of north perimeter requires 15 feet of type I. If sharing parking with other lots, no side or rear yard perimeter landscaping. iii. C has 390 foot setback from S. 320`h front P/L and side and rear setbacks are ok. South perimeter requires 10 feet of type III landscaping. North and east perimeters require 15 feet of type I landscaping due to residential zone. If sharing parking with other lots, no more side or rear perimeter landscaping. Perimeter with tracts requires 5 feet of type III. iv. Tract 1 is wetland with 100-foot buffer shown and 50 foot buffer required (category 2). Requires 10 feet of type III landscaping against ROW and 15 foot type I buffer along north, east and south sides: do landscape modification request for this side to use existing vegetation. Five feet of type III against west P/L. Doc. I.D. 23662 Subdivision Design Criteria Review Page 4 v. Tract 2 is detention/wet pond. Requires 15-foot type I buffer along north side and Five feet of type III against west P/L. vi. Tract 3 is Detention pond. Requires 10 feet of type III landscaping against ROW and five feet of type III around other sides. Buffers, Sec. 20-178. (a) Subdivision design should provide a 10-foot wide type III landscape strip along all arterial streets to shield new residences from arterials. See FWCC section 22-1565(c). Said landscape strip shall be provided in a separate tract to be owned and maintained by the homeowners association. Response: Office development does not require this buffer. (b) Perimeter fencing in subdivisions shall be located on the interior side of landscape strips planted along arterial streets. Response: NA Retention of vegetation. Sec. 20-179 (a) All natural vegetation shall be retained on the site to be subdivided except that which will be removed for improvements or grading as shown on approved engineering plans. A preliminary clearing and grading plan shall be submitted as part of preliminary plat application. Response: Grading plan does not reflect the proposed clearing for the project. SEPA checklist indicates that roads, storm ponds, building pads and parking lot areas to be cleared with BSP. Need plan to address this. Confirm that grading plan is required with BSP. (b) Existing mature vegetation shall be retained to the maximum extent possible. Preservation of significant trees pursuant to FWCC section 22-1568 shall apply solely to the development of each single-family lot at the time a building permit is applied for. Response: How is applicant meeting this? Unknown which are significant trees as no survey provided. Streets and ROW's, Sec 20-180. (a) All streets within an approved subdivision shall be within a dedicated public right-of- way. Private tracts may be used in short subdivisions and cluster subdivisions using cross section type Y per FWCC section 22-1528. Response: Tract Ymust abut 4 or less dwelling units and may not extend more than 150 feet. (b) All streets within the public ROW shall be improved to the standards specified in section 22-1471. Response: Not shown. (c) All streets abutting the subdivision or short subdivision shall be improved in accordance with FWCC Section 22-1471. Response: Not shown (d) All traffic control devices within the subdivision or short plat shall be provided by the developer as required by the director of public works. Response: PW Doc. I.D. 23662 Subdivision Design Criteria Review Page 5 (e) Street shall be provided to develop a street network with a block perimeter of no greater than 2,640 feet as measured on centerlines. This requirement may be modified if connections cannot be made due to 1) Topographic constraints, 2) Environmentally sensitive areas 3) adjacent development is not being conducive. Response: Project exceeds this requirement. (f) Additional off -site street and traffic improvements may be required to mitigate impacts resulting from the subdivision. Response: Signal modification proposed Water. Sec. 20-181 (a) All lots in a subdivision or short subdivision shall be served by a water system designed and constructed to the specifications of Lakehaven Utility District or Tacoma water Departments. Response: Lakehaven water, proposed 8 inch diameter water line. (b) The water system shall be dedicated to Lakehaven or City of Tacoma upon approval of the final plat. Easements shall be shown on the face of the plat. Response: Dedicate to Lakehaven Sewage Disposal. Sec. 20-182. (a) Wherever feasible, all lots in a subdivision and short subdivisions shall be connected to a sanitary sewer systems system designed and constructed to the specifications of Lakehaven Utility District. Response: 8 inch sanitary sewer line. (b)The sanitary sewer system shall be dedicated to Lakehaven or City of Tacoma upon approval of the final plat. Easements shall be shown on the face of the plat. Response: Lakehaven (c) Where connection to sanitary sewer systems is not feasible, on -site sewage systems may be utilized. The design and construction of such systems shall be approved by the Seattle -King County department of public health. Response: NA Storm i)railiage. Sec 20-183. (a) All subdivision shall be provided with an adequate storm drainage system designed and constructed in accordance with the surface water management requirements in section 21-26 and the storm and surface water utility requirement in section 16-76. Response: PW (b) As required by the Director of Public works, subdivisions shall provide storm water retention or detention facilities. Such required systems should include biofiltration swales, oil -water separation devices, or any other appropriate systems approved by the Public Works director. Response: PW (c) As appropriate, the storm system shall be dedicated to the city upon approval of the final plat. Response: A private system must be privately maintained. Doc. I.D. 23662 Subdivision Design Criteria Review Page 6 Other utilities, Sec. 20-184. (a) All lots in subdivisions shall be served with electricity, telephone, cable television and natural gas if available. (b) (b) All utilities shall be provided underground. (c) All easements shall be shown on the face of the plat. Street Lighting, Sec. 20-185. (a) All subdivisions shall install street lighting on all streets in accordance with public works design standards. Response: Unknown although SEPA checklist responds that lighting will be installed. (b) Light standards and luminary design shall be approved by the director of public works. Response: PW. Landscaping protection and enhancement, Sec. 20-186. (a) A landscape plan prepared by a licensed landscape architect shall be submitted with each subdivision or short plat application. The plan shall identify existing wooded area, significant trees, meadows, rock outcroppings and other landscape features. The plan shall also show proposed buffers, opens spaces, street trees and ornamental landscaping. Response: Not provided. Incomplete item. (b) Significant trees, as defined in chapter 22, shall be identified, except those to be removed in areas to be improved or graded as shown on the preliminary plat. During construction of subdivision improvements and permitting of single family residences, protection techniques shall be used to protect the identified trees from harm or destruction, and to restore trees damaged or lost. Significant trees to be preserved shall be visibly marked by flagging. Response: Protection techniques must be identified. Unknown which trees are significant. (c) Where safe and feasible, the meandering of streets and or sidewalks around significant trees is encouraged. Response: Not done. (d) All street trees and other plantings shall be installed in conformance with standard landscaping practices and with appropriate city guidelines and regulations. Response: no plan submitted. Not done. Monuments. Sec 20-187 (A) permanent survey control markers, setting standards (B) Specifications Doc. I.D. 23662 Subdivision Design Criteria Review Page 7 CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: October 8, 2003 TO: Jim Femling, Development Services Manager Mary Kate Martin, Building Official Mary Young, Lakehaven Utility District Greg Brozek, Federal Way Fire Department Kurt Schwan, Public Safety Officer FROM: FOR DRC MTG. ON: FILE NUMBER(s): RELATED FILE NOS.: PROJECT NAME: PROJECT ADDRESS: ZONING DISTRICT. PROJECT DESCRIPTION: PROJECT CONTACT: Deb Barker October 30, 2003 - Internal November 6, 2003, 9:00 - with applicant 03-104603-00-PC 03-102229-SU (Binding Site Plan) EAST CAMPUS CORPORATE PARK NORTH PARCEL PREAPPLICATION 3202 SW 320TH Street OP Preapplication for a three lot Binding Site Plan (BSP) for office development previously submitted under file 03-012229. Ken Nielsen Penhallegon Associates 750 6`h Street South Kirkland, WA 98033 (206) 441-1855 MATERIALS SUBMITTED: Preliminary grading and storm plan, Preliminary water and sewer plan, Preliminary lot layout, Preliminary Binding Site Plan. CITY OF Federal Way MASTER LAND USE APPLICATION RECE11 _;_IiErARTMENT OF COMMUNITY DEVELOPr*IENTSERVICES COMMUNITYDEVELGr,:,:. 2_PARFhIW 33530 First Way South PO Box 9718 Federal Way WA 98063-9718 253-661-4000; Fax 253-661-4129 www ritvnffederalway com APPLICATION NO(S) — — 03 , I oA U 0 3 — `L G Date Project Name East Campus Corporate Park North Parcel BSP 10/6/2003 Property Address/Location Immediately North of S. 320th from 32nd Ave. S. to approximately 500' east of Weyerhauser Way ParcelNumber(s) 551560-0006, 0010, 00151 0020, 0026, 0025, 0030, 0091 and 0090 Project Description Creation of a 3 — lot Binding Site Plan Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination X Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information Office Park 7.oning Designation Of f i c e Comprehensive Plan Designation —0— Value of Existing Improvements 6 B 0- 0 0 B Value of Proposed Improvements Uniform Building Code (UBC): B Occupancy Type Type 5 Construction Type Applicant Name: Quadrant Corp. Address: 1110 - 112th City/State: Bellevue, WA. Zip: 98009 Phone: (425) 455-2900 Fax: (425) 646-8300 Email: Signature: �a-6- Agent (if different than Applicant) - Wally Costello Ave. NE. Name:Penhallegon Associates Ken Address: 750 Sixth Street South City/State: Kirkland, WA. Zip: 98033 Phone: (206) 441-1 855 Fax: (206) 448-71 67 Email: kenn@paceengrs.com Signature: Owner Name: Same as Applicant Address: City/State: Zip: Phone: Fax: Email: Signature: Nilsen Bulletin #003 — March 3, 2003 Page 1 of 1 k:\Handouts — Revised\Master Land Use Application CITY OF Federal October 8, 2003 Mr. Wally Costello Quadrant Corporation 1110 -- 112th Avenue NE Bellevue, WA 98009 CITY HALL Way 33530 1st Way South • PO Box 9718 Federal Way, WA 98063-9718 (253)661-4000 www.cityoffederalway.com RE: EAST CAMPUS CORPORATE PARK NORTH PARCEL PREAPPLICATION File #03-104603-00-PC Dear Mr. Costello: The above referenced proposal has been assigned me as project planner. At this time, the submittal packet has been routed to members of the Development Review Committee. The meeting with project proponents has been scheduled as follows: Thursday, November 6, 2003 — 9:00 AM Department of Community Development City Hall, first floor 33530 -1st Way South Federal Way, WA 98003 I look forward to meeting with you at that time. Please call me at (253) 661-4103 if you have any questions. Sincerely, Deb Barker Associate Planner C: Ken Nielsen, Penhallegon Associates, 750 6 h Street South, Kirkland, WA 98033 Doc. I.D. �a # � � �; a � �• r ais� i umm THE QUADRANT i CORPORATION STATE WASHINGTON SS COUNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE THE CORPORATION DESCRIBED IN THE FORGOING INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT aND DEED OF 'CORPORATION sa i FOR THE USES AND PURPOSES •• THEREIN BEHALFAND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON CORPORATION. UNDERGIVEN MY HAND AND OFFICIAL SEAL THIS + NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON. MY COMMISSION EXPIRES APPROVALS COMMUNITY DEVELOPMENT DEPARTMENT EXAMINED AND APPROVED THIS DAY OF , -2003. DIRECTOR OF COMMUNITY DEVELOPMENT SERVICES PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF 2003. PUBLIC WORKS DIRECTOR HEREBY CERTIFY ; ALL PROPERTY i1Oi !1 TAXES ARE PAID, • THERE ARE SPECIALDELINQUENT ASSESSMENTS# COLLECTION, AND a ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY # ice HEREIN CONTAINED, DEDICATED 1 STREETS, ALLEYS, i OTHER PUBLIC USE ARE PAID IN FULL. THIS A DEPARTMENTKING COUNTY EXAMINED AND APPROVED THIS DAY OF KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR x�,�OUNT .> 55,11 560-0005 5515560-0025 551550--0010 5156--0030 551550-0015 551560--0035 551550-0020 551550--0091 5 1 60--Q 5 5515 0--0090 HEREBY CERTIFY THAT THIS FINAL• BASED ACTUAL SURVEY DONE BY ME OR UNDER MY DIRECT SUPERVISION; THAT THE BEARINGS AND DISTANCES ARE SHOWN CORRECTLY; AND THAT NO ADDITIONAL MONUMENTS HAVE BEEN SET AT THIS TIME. LOT CORNERS AND • PROJECT CONSTRUCTION, JOSEPH R. DERSHAM DATE P.L.S. NO. 33127 THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY IS A 2" GEODIMETER 600 SERIES TOTAL STATION. ALL PRIMARY MEASUREMENT UIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL icGEODETIC WITHIN THE PREVIOUS THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND MARKERS ON THIS MAP ARE BASED A FIELD TRAVERSE. ACCURACY OR EXCEEDS W.A.C. 332-130-090. T. 21 N. I R. `-f- E. in vlkicini ty Map GENERAL PROJECT DESCRIPTION DEVELOPER: THE QUADRANT CORPORATION P.O. BOX 130 BELLEVUE, WA 98009 PHONE : 425---455--2900 FAX; 42-- 4--30 FEE OWNER: THE QUADRANT CORPORATION P.O. BOX 130 BELLEVUE, WA 9809 PHONE : 425-455-2900 FAX 425-- C 4C — 8300 ENGINEER.- PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. 750 CTH STREET SOUTH KIRKL.AND, WASHINGTON 98033 PHONE : 425--827--2014 FAX . 425--827--54 ARCHITECT. BAYLIS ARCHITECTS 1001 MAIN ST., SUITE 10 BELLEVUE, WA 98004 PHONE. 425--s 454-- 0555 FAX . 45-- 45-- 013 EXISTING ZONE CLASSIFICATION: OFFICE PARK COMPREHENSIVE PLAN DESIGNATION.- OFFICE SITE AREA. 19.399 ACRES LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE CO. ORDER NO. 819840-- 2. PARCEL A. TRACTS 1, 2 AND 3 EXCEPT THOSE PORTIONS CONVEYED TO THE STATE OF WASHINGTON FOR ROAD BY DEEDS RECORDED UNDER RECORDING NOS. 4998517 AND 4998539; TRACT 4 EXCEPT THE SOUTH 40 FEET THEREOF, THE EAST 100 FEET OF TRACT 5; THE WEST 100 FEET OF TRACT 5 EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 49985 0; TRACT C, TRACT 7 EXCEPT THE SOUTH 250 FEET THEREOF, AND THAT PORTION OF TRACT 18 LYING SOUTHERLY OF THE BONNEVILLE POWER ADMINISTRATION RIGHT OF WAY AS ESTABLISHED BY AN EASEMENT RECORDED UNDER RECORDING NO. 347081, ALL IN MIDWAY SUBURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 38 OF PLATS, PAGE 40, RECORDS OF KING COUNTY, WASHINGTON. PARCEL B. THAT FORT ION OF TRACT 17 OF MIDWAY SUBURBAN i n,-�CTS, ACCORDING TO THE rLAT RECORDED IN VOLUME 38 OF PLATS, PAGE 40, IN DING COUNTY, WASHINGTON, LYING SOUTHERLY OF POWER LINE EASEMENT. RECORDING CERTIFICATE `L I - • riD AT THE OF THE CITY OF FEDERAL 2003, AT MINUTES PAST M AND RECORDED IN VOLUME OF PLATS., PAGES RECORDS WASHINGTON. � � u • I • d � j � a p • � � • � s to s � � w s�• � sr • • • � � � s a a ► 11 ! it s � � � � � � s i ♦ i s ,� a s ar ♦ a � �► ,� is 3} SUBJECT TO FACILITY CHARGES., IF ANY', INCLUDING ;e^�# +* �A������CHARGES i ��� WATEROR SEWER � NOT #T LIMITED � HOOK-UP, OR CONNECTION E ER FACILITIES TIES OF FEDERAL WAY WATER AND SEWER CHARGESAND t 1 INSTRUMENT RECORDED MAY 18, 1987 UNDER RECORDING NO, �} STRICT AS DISCLOSED BY 0. 4) SUBJECT TO TI-I -� �TO MAKE NECESSARY SLOPES ������� �.E FOR CUTS OR FILLS UPON SAID P ET A GRANTED Y DEED RECORDED UNDER . �-7. AFFECTS TRACTS 1 AND 2 REMISES FOR SOUTH 320TH SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR SOUTH 3 STREET AS GRANTED BY DEED RECORDED UNDER RECORDING NO. 49 � 98520. {AFFECTS TRACT ) SUBJECT TO THE RIGHT TO MAKE NECESS ARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR SOU STREET AS GRANTED BY DEED RECORDED UNDER RECORDING NO. 4 TH 320TH �. {AFFECTS TRACT 3) SUBJECT TO THE RIGHT OF KING COUNTY To MAKE - NEC Ek.+AB 1 sQ�% SLOPES FOR V T OR FILLS UPON SAID ED Y CONDEMNATION DECREE ENTER D PREMISES FOR SOUTH 320TH STREET, ACQUIRED 53458C. (AFFECTS TRACT 4 ENTERED IN KING COUNTY SUPERIOR COURT CAUSE NO. 8) SUBJECT TO BONNEVILLE TRANSMISSION LINES EASEMEN T RESULTING FROM KING COUNTY SUPERIOR COURT CONDEMNATIONFINCLUDING TERMS AND PROVISIONS CONTAINED fHEREIN: CAUSE NO.: 28 (AFFECTS: ECTS: TRACTS 1 AND 2) } SUBJECT TO TRANSMISSION LINE EASEMENT INCLUD ING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: SEPTEMBER 25, 1943 RECORDING NO.: 3337017 AI= F ECTS. � NORTHERLY PORTION) 10) SUBJECT TO TRANSMISSION LIFE EASEMENT, INCLUDING TERMS RECORDED. EPTEMBER 27, � 94-3 RECOR AND PROVISIONS CONTAINED THEREIN:�� .. 3337C94 {AFFECTS: PORTION OF TRACT 1 } SUBJECT TO TRANSMISSION LINE EASEMENT, INCLUDING �' RECORDED: NOVEMBER � 943 ERMS AND PROVISIONS CONTAINED THEREIN: RECORDING NO.: 3347079 (AFFECTS: PORTION OF TRACT 2 12) SUBJECT TO F'UGET SOUND POWER AND LIGHT COMPANY INCLUDING TERMS AND PROVISI ELECTRIC TRANSMISSION AND DISTRIBUTION LINE EASEMENT ONS CONTAINED THEREIN. RECORDED: JULY 3, 1945 RECORDING , PORTION OF TRACT 3 DING NO: 343275 {AFFECTS: 3) SUBJECT TO PUGET SOUND POWER AND LIGHT COMPANY INCLUDING TERMS AND PROVISIONS CONTAINED ELECTRIC TRANSMISSION AND DISTRIBUTION LINE EASEMENT, _ AINED THEREIN: RECORDED: JULY , 1945 RECORDING NO.. 3485587 NTF PORTION O�- TRACT 2 AFFECTS. 14 SU BJECT EC T TO KING COUNTY WATER DISTRICT NO. 04 A TER MAIN CONTAINED N EASEMENT INCLUDING DIED THEREIN; � DING TERMS AND PROVISIONS RECORDED: JUNE 18, 1947 RECORDING NO.: 3697070 PORTI (AFFECTS: OOF TRACTS 1 AND 2) 15) SUBJECT TO KING COUNTY CATER DISTRICT NO. 64 WATE R MAID EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MAY 11, 1955 RECORDING NO.: 45717 {.AFFECTS: PORTION OF LOTS 1 AND SAID EASEMENT APPEARS TO BE A DUPLICATE OF 3697070. 2 16) SUBJECT TOTRANSMISSION RANSBISSIO LINE EASEMENT, INCLUDING TERMS A�PROVISIONS CONTAINED OTIED THEREIN: RECORDED.- FEAV Y tVg I /RECORDING NO.: 499587 AFFECTS: PORTION OF TRACTS 1, 2 AND 3 17SUBJECT TO OLYMPIC PIPE LINE COMPANY EASEMENT INCLUDING # LUD G TERMS AND PROVISIONS CONTAINED THEREIN. - RECORDED: MAY 27, 1965 RECORDING NO.: 5884208 AFFECTS: PORTION C TRACTS I AND 18 SUBJECT TO CITY OF TACOMA WATER TRANSMISSION SM SSION PIPELINE OR PIPELINES EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING NO.: 73Q210273 7305210274 AFFECTS: PORTION OF (AFFECT S. PORTION �� TRACT RECORDING ��., TRACT 1) RECORDING NO.. 7304170295 (AFFECTS; PORTION OF TRA NO.: 7306260407 (AFFECTS: PORTION OF TRACT 3) CT 18 RECORDING 19) SUBJECT TO CITY OF TACOMA, CATER PIPELINES EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING NO.: 7502190234 (AFFECTS: -PORTION OF TRACT RECORDING NO.. 080292 AFFECTS: PORTION OF TRACT 0SUBJECT TO KING COUNTY FIRE DISTRICT NO. 39 SEPTIC PROVISIONCONTAINED THEREIN: RECORDED: MAY 1 TANK OIL DRAINF'IELQ EASEMENT, INCLUDING TERMS AND IN FAVOR OF.- ICING UI�I�'�'' FIRE DISTRICTF 197 RECORDING ICI. 7Q5}10C9C NO. 3 {AFFECTS: THE SOUTH 250 FEET OF EAST 80 FEET OF TRA CT 21) SUBJECT TO RESTRICTIONS, CONDITIONS, DEDICATIONS NOT DELINEATED ON THE FACE OF THE PLAT RE F ES, EASEMENTS AND PROVISIONS, IF ANY, CONTAINED AND/OR CORDED IN VOLUME 38 OF PLATS AT PAGES ) 40 IN KING COUNTY, 1fASHINGTON. 22} SUBJECT TO RESERVATIONS AND EXCEPTIONS, INCLUDING DESERVED BY: 'EYERHAEUER COMPANY, A WSHIN THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS PORATION RECORDING NO.: 9605210333 23SUBJECT TO A RECORD OF SURVEY RECORDED APRIL 2, 1997 UNDER RECORDING NO. 9704029001, SAID SURVEY DISCLOSES: ENCROACHING AND/OR MISPLACED FENCE DINE IN NORTH EAST CORNER � TRACT 18. 24) SUBJECT TO TRANSMISSION DINE EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:: RECORDED: DECEMBER 2, 1943 RECORDING NO.: 33522 4 AF'FC` { S. A 100 FOOT STRIP) 25) SUBJECT TO TRANSMISSION LINE EASEMENT, INCLUDING CLUDING TERMS AND PROVISIONS CONTAINED THEREIN: .. RECORDED: DECEMBER 4. 1943 RECORDING NO.: 497235 AFFECT A 62.5 FOOT STRIP 6SUBJECT TO CITY OF TACOMA WATER TRANSMISSION PIPELINE OR PIPELINES EASEMENT, INCLUDING TERMS A PROVISIONS CONTAINED THEREIN: RECORDED MARCH21, 1974 RFOO �D 100 FOOT STRIP SOUTHERLY AND ADJACENT TOP OVER LINE) RUING NO.: 74.0321022 AND 7403210229 AFFECTS: A -)01--BSP—TB.dwg 4-- --03 2: 53: 20 pm PST • s at� � � � � � • , s s s s � i is • s t � s s tli91 32 LANDSCAPING AND THE PLANTER ISLANDS LOCATED WITHIN IN THE PRIVATE INGRESS, EGRESS AND UTILITIES SHALL MAINTAINED -HQUADRANT CORP ( `H j t [ } j j _ _j.�.__ �. /,� T_�(_�t THE ORATION UNTIL SUCH TIME A THE OWNERS ASSOCIATION ON [ DULY l,lLN1 # 3 � l �1.JF AND � f�ad°'S� TER 14 f- tY�i is AiA t �V#�t i ��,�tL.� HERS ASSOCiA T TON SHALL BE SOLELY RESPONSIBLE FOR ..,-1 HE LANDSCAPING IN THE SAID INGRESS, EGRESS' AND UTILITIES EASEMENT.pO� MA T AINiN c 3 SUBJECT TO THE DECLARATION OF COVENANTS CONDI CONJUNTION WITH THIS BINDING SITE PLAN UN F TIONt EASEMENTS AND RESTRICTIONS {CCR'S} RECORDED IN PARKING AND ACCESS H DER RECORDING NO. RECIPROCAL AL BE PROVIDED A DESCRIBED IN SAID CCR'S, UNLESS CHANGES PARKING AND ACCESS ARE APPROVED IN WRITING BY THE CITY OF FEDERAL WAY. -_ _* TO SUCH RECIPROCAL . JF SF S1 #� p F# #F FF 1 �� ���� A , AND C ARE RI ..� SUBJECT TO AIY EASEMENT BENEFITING SAID ## DEFINED 10 FOOT WIDE TEMPORARY STORM DRAINAGE LOTS A", "B## AND ##C)# TO PROVIDE A CONNECTION EASEMENT SHOWN HEREON ACROSS �OTS A B FROM THE STORM DRAINAGE ## #F #F ## Ft F# OF INGRESS AND EGRESS TO MAINTAIN SAID F AND C TO SAID LOTS. THIS EASEMENT INCLUDES THE RIGHT EASEMENTS WILL B DEFINED A STORM DRAINAGE FACILITIES. THE PERMANENT LOCATIONS OF SAID EACH LOT IS DEVELOPED. IN CONJUNCTION 1�I ID AN EASEMENT FOR STORE DRAINAGE ,AND INGRESS AND EGRESSWITH THE DEVELOPMENT OF EACH LOT, OWNER TO THE OWNERS ASSOCIATION BY SEPARATE FOR MAINTENANCE WILL BE GRANTED BY THE LOT E ARTE INSTRUMENT, *T3-5 THE PRIVATE 1�INGRE S AND EGRESS EASEMENT SHOWN �h` {� THE WI�i\S ASSOCIATION UPI H ��I��lJI� ACROSS LOTS FF�lFI D,p.�}3 A�LI 'F,> IS G RA9 W��D INGRESS AND RECORDING OF THIS BINDING SITE FLAN. ADDITIONALLY, AN EASEMENT EGRESS OVER SAID PRIVATE INGRESS AND EGRESS EASEMENT IS THE RECORDING OF THIS BINDING SITE PLAN. GRANTED TO THE CITY OF FEDERAL WAY UPON 3 AS SHOWN ON THE FACE OF THIS BINDING SITE TE PLAN, THE QUADRANT ANT CORD ,DER - .�� E N E s CORPORATION A� � , 5 ON GRA NTS AN O T c�P FEET IN WI f ADJOINING AL L OF SUBJECT H F� STREETS E TERMS ADD CONDITIONS O DEDICATED HEREIN., RECORDING OF THIS BINDINGAN EASEMENT F'QI RIGHT--CAP--AY'F RECORDED ICI SITE PLAN. IMMEDIATELY AFTER THE r 4 T ►1�'tt111t11�.i isr®.a:�s�o�m�_r1 s r 5 d }: APR V64 0,33 Engineering Planning Surveying ConsultingerS ! Streetth # 8 Seattle Federal Way PortlandKirkland Cie Elum GATE: O — 3 --- 03 JOB NO. 03501.14,: Alk AVA%k =� CITY FILE NO.. PANHO"k 43,9u 1 Am U A wm"k��H PA A00"k BINDING SIT PLAN PORTIONS OF THE SW 1/4 OF THE SW 1/4 AND OF THE SECTION 10, TWP* 21 N., W.M. � f L. 008 ` f C� , -IA � :.101 9 FOUND CONCRETE MONUMENT WITH COPPER PLUG IN CASE101*1 \"Ooe ,,. FENCE -�' --' f . 1 CON,, T.L. 0105 Ake'"',' U. GRAPHIC SCALE 60 0 30 so ` - CENTER OF Tf T.L. 11 51-01, Zi { IN FEET04 1 inch = O ft. a " 4.5' HIGH WOOD FENCE ,� ENCROACHES 1.0' ,• FENCE CORNER , t S 2,4 # S 1.' �, S 1.fi' l' . _ }.orml 1 39.E —f. %__.01 - C> 0710"k T 05 REC. 3133950 ,/ f,.l-'� �, .- .�" E .. . .ZCN C> .. ,,, ,-'` -' NQO`15'22E 24,00. sq.f. '{' �1 -` .--�` 72.8' .0 acres t iii / i4f _ BASIS OF BEARINGS:, �-`-•''', c3. -00 NORTH AMERICAN DATUM OF 1983 ` ,--'L0 , 991 ADJUSTMENT ACCORDING TO ,�-`- ,f. 15' iATER 9. s .ff. CITY OF FEDERAL WAY CONTROL cv .- ,.� �, q NETWORK AS ESTABLISHED BY E.S.M., ,,s EASEMENT 3.63 acres L.L.C. SURVEY AND ADJUSTED- , INGRESS, EGRESS AND f-','oe.-'- .-' <l BY G.P.S. SURVEY Y P.A.C.E. r- - UTILITY EASEMENT,..-°,, Ile 100, t ,r 1 ,. `. r / a t l r o 4. Y V��. #/ f/`../ems` oew !L{,r% `1000, 20' OLYMPIC PIPELINE , -' eli 4 CO. EASEMENT "' REC.� � ; ' NO. 5884208 , ' ' ®� LO 40, i ( i s� \ {" Uj 200 PER PLAT - ` - - . ,� - (TYPICAL) � � _ .�. ,1 CA 15 SEWER, L25 -------- - - - _. --.. EASEMENT --- PRIVATE;nro J_ 0 DTQ o __-_- ' ` ` INGRESS, EGRESS AND `$ �< UTILITY EASEMENT .__R=300.00'' c' ice; -.;-_ �.___w.-__,� _ - Delta=3 ` ' 9 9.C2 tt L=188.65 " w , 'o ' N87 54 59 C-125.00 ., C f . 5 WATER .-- O 182.55 r t'"'> tooE �- � ci EASEMENT c�' `__L"'T A- ` Delfa-55 5131 -, WETLAND "A c� g c oLJ U-) Cj: toz \60 ; - 192,422. s . f t. ;- a z , 4.4 agesLU ,. 0 CD cv to � L2 .01 U r M f 5 Q U IT sr' �s st co cm 16.00" 710 ft C> S9"27227"E 301 CAL 15 % EASEMENfN N89*438"W __ \._� .1 A %woo Ilk 3.00 ....- ' - -' CJ 0.84 ages 01 GAS MARKER POST ► 117.93' NO2`05'01 *E 16.95' 405.D0' 47.48' 37 � (TYPICAL) _ C C> -- 93.48' N8 44 W 00. C AS S %aOF-11 OR K N R C - - - - _9 I G__;� 845.88' ESM u FOUND 2--1 f 2" O.D. IRON PIPEFILLED WITH CONCRET NTH It Ids& — — — — — — < ......... ,..,_ ,.. ..._. .,.... N89 03 28 2885.35 E M COPPER TACK, I N CASE RN 89'O ' n , 1 13 ZDD3 31 NAD 83/91 {ROTATED ESM} 85.25 MEAS. 13 ....a.. awmwommwow ........ Tract, OT .\ 1 A. JOT, ,M ..., ..�PR il I 7flPi-I IVA ;'• .:. Engineering Planning Surveying co _9_e�lecrssQcaesSURVEY NOTE: Consulting meets, Inc. PARCEL NO. ER ZO � TOPOGRAPHIC AND B UNDARY SURVEY AS ; ' . 750 Sixth Street South Kirkland, WA 98033 www.paceengrs.com PROVIDED BY E.S.M. CONSULTING 551 9-0087 RICHARD BEST R4 °� :. _ ° :. w: = "J (425) sz7-2c� 1 4 1-s0o-94 s-s40s FAX: (425) 827-5043 LU ENGINEERS L.L.C. FOR THE QUADRANT = ,���., ��: 5515 9--0088 KS MILL R18P c� �, .�r „f s � Kirkland Seattle Federal Way Cie Slum Portland cm >CORPORATION. ALL TOPOGRAPHY,' 331'7 551560- 89 V.A. NNINGS R18P �`-. � ' t WETLANDS AND UTILITIES SHOWN HEREON 5515 0--0095 LOTHAR AUF R4 � �...IST ��' 404- RE A PROVIDED Y E.S.M. 551560--9190 BETTYBAJ FORD R4 * LAB DATE: O 1..- 31 — 0 3 JOB N O . 03501.10 # 551 60--019 S UEL PBMT' R4 EXPIRES 12/21/20 4 3501-BSP.awg 3-21--02:43.44 pry PSlt DRAWN BY. SHEET 3 OF ,ter/ FENCE E 1.4' f r RNER E 0.2' -S 1 .6? A 4 I T- 2 L8-9-j r / , ENCROACHMENT <c. L mew& 5.70 acres 1000 ` ,r r 40, 1 � pp IF" 11� INGRESS, EGRESS AND 3, U11UTY EASEMENT t } 1 � 4 1 ` i 4 1 1 i 1 1/4 OF THE SW 1/4 KING COUNTY, WASHINGTO),.,.. 0 l i mom 01"'km off 7561 # , 3- s # • s a •• r 232.00 ,, # ! s6f ' r C IIL 134.04 ' O �I�uii I� ` # 0 r s i # II #. S47*32139""E REA' 10 t"W n III ��rr1 U 1 I II1111 � # G i# #� 'S# dui MOM m1w mmmmm� 14-58' ESlim! 74#25 25 11Ls '['ACCESSEASEMENT a # - - 00*1 5`22"E {.. _ .. t 00*15 WATER LINE EASEMENT TABLE a�• k�r a #f Q �Riim ���lS02-071,35"W--J! • • 3 # 3 # .t S 02"051;w—wil • !. 1` f N60-16"01"E mmmmi . S0001 9110" w # S. .6 i f [. #mlkw��fim WLS45*1 81,36 • # #ii S00 # # # Lon' RMARM 247.42 S60*1 2`1 2"W -1 Ma '40135"E 29-- v v 'i w v v 'Y >• t -e' ff N89"4 " Y FOUND REBAR WETLAND *E* AND CAP "STEPAN ASSOC. L.S. NO. 22957 {APR. 1990) TL 00J7 GRAPHIC SCALE t 60 0 30 60 N FEET 1 inch -=60 f t. 300.00 AL t.. '111 Amommummom"m 6100110"Nomm 42mmmmm� 4ROMOVANN"m 1270T 38 N 9 44'38 ROTATED ES �. . (N89-44154"W25.0ESM 4 W CONC. MONUMENT N, WTH COPPER FAIN � �,- .,w.. ,� .. ,._.. ...._ 13 SM FEBRUARY 1990 BY ESM MEW N8 ' '2 "1 2885.35' ESQ) N8 •o3' 2" NAD 8 /91 ROTATED ES 2665.25' MEAS. j%FOUND n�� >a: [( � FOUND x 2 STONE M N.. 2 A/1t f /4P'1!"`7"P'® � i Ai #s le te+a sar _ �y r'•a.: �.,w fi ;s •.-. ..- _.• - =125. ./ Delta=55'3 0., L=1 .8 a0 1 MWAN Engineering Planning 4. Penhallegon Associates Consulting Engi a a a a s • —2014 t �i —800-945-8408 1 ## #Kirkland Seatfle Federal Way Cie Efum A&P a low Ai 3 s +r ,r * s i ' i t11�►ttt�►L�t ♦�i!'�I►! ♦�IrII`I1/�DRAWN i► 4 OF 6 W, :W JAMIL A 0; IBM TL K88fl .01, 1­01 I TL 01LO 6 10 1 110 FOUND CONCRETE MONUMENT oll- 0* NTH COPPER PLUG IN CASE 0 bVz 9003) W ONCE E 1.4 'CON 100le 1-01 L L-L 010,5� lo, 16 y 2 4 110*1 Z (2)1011 12" 1000, 9' It 9 L tt_ CENTER OF TOWER I T. E9_15j 81 ay j (TYPICAL) 4" i ' 71/19" A _6 TL. 00-951 5" 26 GRAPHIC SCALE " 3 0' 2 60 0 130 60 12 4.5' HIGH WOOD FENCE ,,� '�' ,� '�` FENCE CORNER z ENCROACHE, v'��' E 0-25"_'_� S 0.1 -.36 11101 11101 39.8" a. 0 S 2.4 1.6 A 2 IN FEE�Urlr .,0.00- 101.1 I loe C3 12 12)? -7 36" 2" I inch 60 ft. .00l ?.p .. ....... "2412 /� 3 317 '00- 1 J 1 5 1-12" 22" 5 ' a° .: - _t1____" " 0e 1�j 2 2 2" ;2 2" 5p) `' `S f ✓ r ,` 12 111,7>, 2" 11�11>1 0 rtr i�t ":-.° 151' 12) 36" 12" 1100e 12 0 20 La f 101) .0e 4" t'24 ? -, 181$ iP 5" 0 8" ts Nor Ij "t1-, i ",-'i; , "' -, " (D), -T2 J22" 8" --\l "., - .-i 8 L. 121 44 2 4 2" 8' 41* 0" "e" LIU 4N oll ,,,r � n: ,,. 4. "'^ •¢ :.. l .0o, 28" t#f2" "811 110*0 5 12 i'l 2' 12 2 12' - tf, 'j^0 10)) 1" NIP 12 0 2 2 P28" oo io 12 12"­ VAC 15 2 T 28" 10" 26 2' o' ti.'24p) �4'1 2 NN 153 0" 2 " 1. 1, L25 57) 42'1 SURVEY NOTE: CN (2)2, TOPOGRAPHIC AND BOUNDARY SURVEY AS VV. 5 PROVIDED BY E.S.M. CONSULTING ENGINEERS, L.L.C. FOR THE QUADRANT 5" 2a CORPORATION. ALL TOPOGRAPHY, L27 -A WETL 5" ANDS AND UTILITIES SHOWN HEREON WETLAND sx A -M.xr 12 8" ARE AS PROVIDED BY E.S 8 5 2 4 ___w fl n 5 " .11 ;1.) � N Vb" 12 -I ..-iA®LA-2 -3 6 0 18 00 1 D 4 5 2 D I 0?p 8" 0" 36 " 5 '-4- L2 DTI-2 ki 8 It N_ 5 2 4" � , A 20' 5' 9 DRI-3 0" 2 01, DRI 4 4 2 �2 460 1,3)12#2 10' 8" 2 8' It 4 2 4 DRI-5 4 12" 2)14" 5�11511 6 14 lyt 5" 6" 18�) 1, 1p 10" 2" DRY 2 0" i GA OR 110111 111 - IE=459.K 12- CMP FOUND 2-1/2" O.D.1 --ol it JL'WFW1■ re—CONC, 11 • 12 C FF-T t I I.E. 464.77 12" CAP AMbi 3501-BSP-T0P0.clwq 3-21-03 2-46:31 pm PST V) 845.88' ASPHALT PAVEMENT > own 6" C 0 N C; A!___ OA*fothwr ^F! 4 CO III VERTICAL DA11JM- 1 ��� NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) AS ESTABLISHED ON THIS SURVEY BY E.S.M. CONSULTING ENGINEERS, L.L.C. BENCH MARK: CITY OF FEDERAL WAY B.M. NO. FW144, LOCATED 0.2 MILE EAST INTERSECTION OF 1-5 OVERPASS AND SOUTH 320TH + �� STREET, MON. IN CASE IN FRONT OF DRIVEWAY TO HOUSE NO. 3112 ON THE NORTH SIDE OF SOUTH 320TH STREET. TOP OF MON. ELEVATION = 462.933. (FEET) \27 CO CRETE CULVERT (NO IN JRB N89*03"12" dig. OEM._ Engineering Planning Surveying --j Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South Kirkland, WA 98033 www.poceengrs.com -504-3 PH: (425) 827-2014 1-800-945-8408 FAX: (425) 827 Kirkland *Seattle Federal WAY a Cie Elum a Portland JOB NO. 03501-10 DATE: 01-31-03 _FSHEET 5 OF 6 _1DRAWN BY: i'd