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NE AV SE �1 KIRKIANE PL SE o a l � i t.%Nwuo AVE SE J _ ONROE AVE�� NE aFk�4 sn f AccEss Rahn � J z C-� RNODY� R OR SPRUCE s VIEW CT p �p POPLAR Ci f rI p ^"ilJ't CE61R D''i —I F7�,11— INC JIj D� lV4�H MCTLE LOCUST �J UNION AVE SE 7 UNION AVE W y 221 Z =433 >1 �m tZ >$ K O O �'• ;ro� IM � s� i C] Den yoLaw Glty of City Clerk - Jason A. Seth, CMC August 10, 2016 Sarah Teleschow Odelia Pacific Corp 55066 1h Avenue S, #200 Seattle, WA 98108 Subject: Hearing Examiner's Final Decision RE: Emergency Communication Tower Extension Variance (LUA-16-000418) Dear Ms. Teleschow: I have attached the City of Renton's Hearing Examiner's Final Decision dated August 9, 2016. This document is also immediately available: 0 Electronically online at the City of Renton City Clerk Division website at wvvw.rentonwa.gov/citycierk. Click the "Hearing Examiner Decisions" link on the right side of the screen located under the section titled, "Helpful Links." The Hearing Examiner Decisions are filed by year and then alphabetical order by project name. • To be viewed at the City Clerk's office on the 711 floor or Renton City Hall, 1055 South Grady Way, between 8 am and 4 pm. Ask for the project file by the above project number; and 0 For purchase at a copying charge of $0.15 per page. The estimated cost for the Hearing Examiner Documents is $1.35, plus a handling and postage cost (this cost is subject to change if documents are added). APPEAL DEADLINE: RMC 4-8-080 provides that the final decision of the Hearing Examiner is subject to appeal to the Renton City Council. RMC 4-8-110(E)(14) requires appeals of the Hearing Examiner's decision to be filed within fourteen (14) calendar days from the date of the hearing examiner's decision. Appeals must be filed in writing together with the required fee to the City Council, City of Renton, 1055 South Grady Way, Renton, WA 1055 South Grady Way • Renton, Washington 98057 • (425) 434-6510 / Fax (425) 430-6516 9 rentonwa.gov 0 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall - 7th Floor, (425) 430-6510. RECONSIDERATION: A request for reconsideration to the Hearing Examiner may also be filed within this 14 day appeal period as identified in RMC 4-8-110(E)(13) and RMC 4-8- 100(G)(9). Reconsiderations must be filed in writing to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the reconsideration process may be obtained from the City Clerk's Office, Renton City Hall - 7th Floor, (425) 430-6510. A new fourteen (14) day appeal period shall commence upon the issuance of a reconsideration decision. can be reached at (425) 430-6510 or jseth@rentonwa.gov. Thank you. Sincerely, pJason . Seth, CMC rk CC' Hearing Examiner Matthew Herrera, Senior Planner Jennifer Henning, Planning Director Vanessa Dolbee, Current Planning Manager Brianne Bannwarth, Development Engineering Manager Craig Burnell, Building Official Sabrina Mirante, Secretary, Planning Division Julia Medzegian, City Council Liaison Parties of Record (1) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 is 19 20 21 22 23 24 25 26 BEFORE THE HEARING EXAMINER FOR THE CITY OF RENTON ) RE: Emergency Communication Tower Extension FINAL DECISION } Variance LUA16-000418, ECF, SA -H, CU -H, } V -H Summary The applicant requests approval of applications for site plan review, a height variance and a conditional use permit for a proposed 25 foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The applications are approved with conditions. Testimony Matthew Herrera, City of Renton Associate Planner, summarized the proposal. Sarah Telschow, applicant representative, testified that the project is funded by a levy approved by King County voters. The improvements will enhance emergency response capabilities. The current communications system is 20 years old and needs to be updated. The proposed height is necessary to provide for communications with surrounding emergency communications systems. Officer Sullivan testified that the reliability of the radio tower communications is critical for safe VARIANCE SITE PLAN, CONDITIONAL USE - I 2 3 4 5 6 7' 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Nuo and effective emergency response. There are currently gaps in communicating capabilities that the proposal will fill. Exhibits Exhibits 1-15, identified in the "Exhibit List" appended to the staff report were admitted into the record during the hearing. The staff's power point was admitted as Exhibit 16. . Findings of Fact Procedural: 1. Applicant. The applicant is Odelia Pacific Corporation. 2. Hearin. A hearing was held on the applications on July 26, 20I6 in the City of Renton Council Chambers. 3. Project Description. The applicant requests approvals of applications for site plan review, a height variance and a conditional use permit for a proposed 25 foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet with an antenna and lighting rod extension extending to 193 - feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network (PSERN), a voter approved project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within the interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. 4. Adequacy of Infrastructure/Public Services. The project will be served by adequate infrastructure and public services. The proposed height extension is for a facility that is already in full operation and is being served by all necessary infrastructure and services. The staff report notes that no additional staff will be necessary as a result of the height increase. For these reasons, the increase in height will not increase the need for infrastructure and services. VARIANCE SITE PLAN, CONDITIONAL USE - 2 Y 2 3 4 5 6 7 0 cl 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 5. Adverse Impacts. There arc no significant adverse impacts associated with the project. The only impact of concern would be aesthetic. The emergency communications tower is located within an industrial zone and greater than 100 -feet from residentially zoned property in the center of a 9.63 acre parcel. Significant topographic relief and mature vegetation to the south and west indicate limited view shed impacts to adjacent areas. A condition of approval requires that the tower be painted a similar color as the existing tower as indicated in the project narrative and photo simulations. No comments were submitted to the City concerning views. As established by the well documented photo simulations, Ex. 6, the increase in height will not make a material difference in aesthetic impacts to surrounding properties. For all these reasons it is determined that the proposal will not create any significant view impacts. No light or glare impacts are anticipated as the Federal Aviation Administration will not require the tower to be lighted beyond the required and existing red flashing beacon for aircraft warning of an airspace obstruction and the applicant is not proposing any additional lighting. Conclusions of Law I. Authority. RMC 4-8-080(G) provides that hearing examiner site plan review, hearing examiner conditional use permit review and variances are Type III applications. As Type III applications, RMC 4-8-080(G) grants the Examiner with the authority to hold a hearing and issue a final decision, subject to closed record appeal to the City Council. 2. Zonin /Com rehensive Plan Designations. The property is zoned Light Industrial. The Comprehensive Plan designation is Employment Area (EA). 3. Review Criteria. Hearing examiner site plan review is required because the proposal meets the large project scale criteria of RMC 4-9-200(D)(2)(b)(iv). Site plan review criteria are set by RMC 4-9-200(E)(3). Hearing examiner conditional use review is required by RMC 4-2-060(G) for government facilities. Conditional use criteria are set by RMC 4-9-030. A variance is required because the proposed 175 height exceeds the 100 foot maximum height authorized in the Light Industrial Zone. Variance criteria are governed by RMC 4-9-250(B)(5), Variance RMC 4-9-250(B)(5)(a): That the applicant suffers practical difficulties and unnecessary hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification,- VARIANCE lassification; VARIANCE SITE PLAN, CONDITIONAL USE - 3 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 4. The special circumstances are the surrounding topography that necessitates the additional height in order for the subject emergency communications facility to be able to effectively communicate with other communication facilities, most notably to the corresponding tower on Capitol Hill in Seattle. RMC 4-9-250(B)(5)(b): That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated; 5. As determined in Finding of Fact No. 5, there are no significant adverse impacts associated with the proposal. As a result, the granting of the variance will not be materially detrimental to the public welfare or injurious to surrounding properties as required by the criterion above. RMC 4-9-250(B)(5)(c): That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated; 6. The applicant requests the minimum height variance necessary to provide for effective and safe emergency communications with surrounding emergency communication facilities. There is little question that other emergency system providers would be provided the same accommodation. No special privilege is involved. RMC 4-9-250(B)(5)(d): That the approval as determined by the Reviewing Official is a minimum variance that will accomplish the desired purpose. 7. The requested variance is the minimum necessary for effective emergency communications. The applicant contends, and there is no evidence to the contrary, that the 25 -foot extension to the existing 150 -foot emergency communication tower is needed to locate three microwave antennas that connect, as determined by field path analysis, to the towers located on Capitol Hill in Seattle. Conditional Use The Administrator or designee or the Hearing Examiner shall consider, as applicable, the following factors for all applications: RMC 4-9-030(C)(1): Consistency with Plans and Regulations: The proposed use shall be compatible with the general goals, objectives, policies and standards of the Comprehensive Plan, the zoning regulations and any other plans, programs, maps or ordinances of the City of'Renton. 8. Except as to compliance with the height limits subject to the variance request, the proposal is consistent with the City's development regulations and comprehensive plan for the reasons identified in Findings of Fact 18 and 19 of the staff report. VARIANCE SITE PLAN, CONDITIONAL USE - 4 t 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RMC 4-9-030(C)(2): Appropriate Location: The proposed location shall not result in the detrimental overconcentration of a particular use within the City or within the immediate area of "the proposed use. The proposed location shall be suited for the proposed use. 9. The existing 150 -foot tower is located in the center of a 9.63 acre site and setback between 241 -feet to 461-fect from property lines. The proposal does not exceed maximum lot coverage or setback requirements. The proposed 25 -foot emergency communication towner extension is approximately a 17 percent increase in height to the existing tower that does not result in an over scale structure to the existing development or over concentrate development in a particular portion of the site. RMC 4-9-030(C)(3): Effect on Adjacent Properties. The proposed use at the proposed location shall not result in substantial or undue adverse effects on adjacent property. 10. As determined in Finding of Fact No. 5, as conditioned and mitigated, there are no adverse impacts associated with the proposal, so it will not result in substantial or undue adverse effects on adjacent property. RMC 4-9-030(C)(4): Compatibility: The proposed use shall be compatible with the scale and character of the neighborhood. 11. As determined in Finding of Fact No. 5, the proposal will not create any adverse aesthetic impacts. As aesthetic impacts are the only negative impacts that could be associated with the proposal, and the fact that the proposal is located in an industrial zoned area in the middle of a 9.63 acre parcel, it is concluded that the proposal is fully compatible with the scale and character of the neighborhood. RMC 4-9-030(C)(5): Parking: Adequate parking is, or will be made, available. 12. The proposal doesn't create any additional demand for parking and doesn't trigger and City development standards for additional parking. For these reasons, it is concluded that adequate parking is provided for the proposal. RMC 4-9-030(0)(6): Traffic: The use shall ensure safe movement for vehicles and pedestrians and shall mitigate potential effects on the surrounding area. 13. The proposal has no impact on traffic. RMC 4-9-030(C)(7): Noise, Light and Glare: Potential noise, light and glare impacts from the proposed use shall be evaluated and mitigated. VARIANCE SITE PLAN. CONDITIONAL USE - 5 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 PC 10. As determined in Finding of Fact No. 5, no light impacts will be created by the proposal. No noise impacts are reasonably anticipated from the proposal as all equipment improvements will be made within the building of the existing facility. RMC 4-9-030(C)(8): Landscaping. Landscaping shall be provided in all areas not occupied by buildings, paving, or critical areas. Additional landscaping may he required to buffer adjacent propertiesfrom potentially adverse effects of'the proposed use. H. No changes to landscaping are proposed. Staff have determined that the existing government facility development already contains appropriate landscaping including mature vegetation in relatively large width along the property lines abutting residential uses. Site Plan RMC 4-9-200(E)(3): Criteria: The Administrator or designee must find a proposed project to be in compliance with the,following: a. Compliance and Consistency: Conformance with plans, policies, regulations and approvals, including: i. Comprehensive Plan: The Comprehensive Plan, its elements, goals, objectives, and policies, especially those of the applicable land use designation; the Community Design Element,- and any applicable adopted Neighborhood Plan,- ii. lan; ii. Applicable land use regulations; iii_ Relevant Planned Action Ordinance and Development Agreements; and iv. Design Regulations: Intent and guidelines of the design regulations located in RMC 4- 3-100. 12. Except as to compliance with the height limits subject to the variance request, the proposal is consistent with the City's development regulations and comprehensive plan for the reasons identified in findings of Fact 18 and 19 of the staff report. RMC 4-9-200(E)(3)(b): Off -Site Impacts: Mitigation of impacts to surrounding properties and uses, including: i. Structures: Restricting overscale structures and overconcentration of development on a particular portion of the site; ii. Circulation: Providing desirable transitions and linkages between uses, .streets, walkways and adjacent properties; VARIANCE SITE PLAN, CONDITIONAL USE - 6 2 4 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 iii. Loading and Storage Areas: Locating, designing and screening storage areas, utilities, rooftop equipment, loading areas, and refuse and recyclables to minimize views from surrounding properties, - iv. [hews: Recognizing the public benefit and desirability of maintaining visual accessibility to attractive natural features; v. Landscaping: Using landscaping to provide transitions between development and surrounding properties to reduce noise and glare, maintain privacy, and generally enhance the appearance of the project,- and vi. Lighting: Designing and/or placing exterior lighting and glazing in order to avoid excessive brightness or glare to adjacent properties and streets. 13. As determined in Finding of Fact No. 5, the only impacts potentially created by the proposal are aesthetic and the applicant has demonstrated through its photo simulations and other evidence that aesthetic impacts will not be significant. As previously determined, the proposal provides for adequate landscaping and as determined in Finding of Fact No. 5 the proposal will not create any significant adverse lighting impacts. The proposal does not include any loading or storage areas. Views will not be significantly affected by the proposal. The criterion is met. RMC 4-9-200(E)(3)(c): On -Site Impacts. Mitigation of impacts to the site, including.- i. ncluding: i. Structure Placement: Provisions for privacy and noise reduction by building placement, .spacing and orientation; ii. Structure Scale: Consideration of the scale of proposed structures in relation to natural characteristics, views and vistas, .site amenities, sunlight, prevailing winds, and pedestrian and vehicle needs, - iii. Natural Features: Protection of the natural landscape by retaining existing vegetation and soils, using topography to reduce undue cutting and filling, and limiting impervious surfaces; and iv. Landscaping. Use of landscaping to soften the appearance of parking areas, to provide shade and privacy where needed, to define and enhance open spaces, and generally to enhance the appearance of the project. Landscaping also includes the design and protection of planting areas so that they are less susceptible to damage from vehicles or pedestrian movements. 14. As previously determined, landscaping is adequate for the proposal. As determined in Finding of Fact No. 5, the aesthetic impacts of the proposal are minimized by structure placement in the center of the 9.63 acre project site and topography and surrounding vegetation minimize aesthetic impacts. The criterion is met. VARIANCE SITE PLAN, CONDITIONAL USE - 7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RMC 4-9-200(E)(3)(d): Access and Circulation: Safe and efficient access and circulation for all users, including: i. Location and Consolidation: Providing access points on side streets or frontage streets rather than directly onto arterial streets and consolidation o_f ingress and egress points on the site and, when feasible, with adjacent properties; ii. Internal Circulation: Promoting safety and efficiency of the internal circulation .system, including the location, design and dimensions of vehicular and pedestrian access points, drives, parking turnarounds, walkways, bikeways, and emergency access ways; iii. Loading and Delivery: Separating loading and delivery areas from parking and pedestrian areas; iv. Transit and Bicycles: Providing transit, carpools and bicycle facilities and access; and v. Pedestrians: Providing safe and attractive pedestrian connections between parking areas, buildings, public sidewalks and adjacent properties. 15. The proposal has no impact on circulation so no mitigation is necessary or can be legally required. RMC 4-9-200(E)(3)(e): Open Space: Incorporating open spaces to serve as distinctive project focal paints and to provide adequate areas for passive and active recreation by the occupants/users of"the site_ 16. The proposal creates no demand for open space and has no impact on open space so no additional open space is necessary or can be legally required. RMC 4-9-200(E)(3)(i): Hews and Public Access: When possible, providing view corridors to shorelines and Mt. Rainier, and incorporating public access to shorelines_ 17. No view corridors can reasonably be provided by the project and none are necessary. RMC 4-9-200(E)(3)(g): Natural .Systems: Arranging project elements to protect existing natural systems where applicable. 18. The project will have no impact on natural systems. RMC 4-9-200(E)(3)(h): Services and Infrastructure: Making available public services and facilities to accommodate the proposed use. 19. The project is served by adequate services and facilities as determined in Finding of Fact No. 4. VARIANCE SITE PLAN, CONDITIONAL USE - 8 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RMC 4-9-200(E)(3)(i): Phasing: Including a detailed sequencing plan with development phases and estimated time frames, for phased projects. 20. The project will not be phased. DECISION All applicable permitting criteria are met as outlined in the Conclusions of Law above. As conditioned below, the Site Plan, Conditional Use and Variance applications are all approved subject to the following condition of approval: 1. The applicant shall identify on the building permit construction sheets the extension and antenna color scheme that is similar to the existing tower as indicated in the applicant's narrative. DATED this 9th day of August, 2016. Phi & 01brechu City of Renton Hearing Examiner Appeal Right and Valuation Notices RMC 4-8-080(G) classifies the application(s) subject to this decision as Type III applications subject to closed record appeal to the City of Renton City Council. Appeals of the hearing examiner's decision must be fled within fourteen (14) calendar days from the date of the decision. A request for reconsideration to the hearing examiner may also be filed within this 14 day appeal period. Affected property owners may request a change in valuation for property tax purposes notwithstanding any program of revaluation. VARIANCE SITE PLAN, CONDITIONAL USE - 9 Al D'Alessandro Sarah Teleschow King County Odelia Pacific Corp 401 5th Ave, Ste 500 5506 6th Ave S, 200 Seattle, WA 98104 Seattle, WA 98105 e cru D o���vrCo9aca0�.o�.° C — j'fD pa r CL CD71 UQ 0 n CD O CD cr O O CD ~ r r O A7 VQ CD ot� Q. tyD UQ CD cD N V �, a ry C �w,o� tea. O ~ O'O..pa Weed r, w ow , C4cv a a CQ �'CD�CD a� ,� En Ln 0 6 CD ° G. n a .0 a :E*mss a .,. 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Cc A LA -ni re $. °e, cru '' O 0 fl.K ,S C t9e ;n -a n 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 BEFORE THE HEARING EXAMINER FOR THE CITY OF RENTON ) RE: Emergency Communication Tower Extension FINAL DECISION Variance LUA16-000418, ECF, SA -H, CU -H, ) V -H Summary The applicant requests approval of applications for site plan review, a height variance and a conditional use permit for a proposed 25 foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The applications are approved with conditions. Testimony Matthew Herrera, City of Renton Associate Planner, summarized the proposal. Sarah Telschow, applicant representative, testified that the project is funded by a levy approved by King County voters. The improvements will enhance emergency response capabilities. The current communications system is 20 years old and needs to be updated. The proposed height is necessary to provide for communications with surrounding emergency communications systems. Officer Sullivan testified that the reliability of the radio tower communications is critical for safe VARIANCE SITE PLAN, CONDITIONAL USE - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 and effective emergency response. There are currently gaps in communicating capabilities that the proposal will fill. Exhibits Exhibits 1-15, identified in the "Exhibit List" appended to the staff report were admitted into the record during the hearing. The staff's power point was admitted as Exhibit 16. . Findings of Fact Procedural: 1. Applicant. The applicant is Odelia Pacific Corporation. 2. Hearing. A hearing was held on the applications on July 26, 2016 in the City of Renton Council Chambers. 3. Project Description. The applicant requests approvals of applications for site plan review, a height variance and a conditional use permit for a proposed 25 foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet with an antenna and lighting rod extension extending to 193 - feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd 16 II Street. 17 18 19 20 21 22 23 24 25 26 The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network (PSERN), a voter approved project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within the interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. 4. Adequacy of Infrastructure/Public Services. The project will be served by adequate infrastructure and public services. The proposed height extension is for a facility that is already in full operation and is being served by all necessary infrastructure and services. The staff report notes that no additional staff will be necessary as a result of the height increase. For these reasons, the increase in height will not increase the need for infrastructure and services. VARIANCE SITE PLAN, CONDITIONAL USE - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 5. Adverse Impacts. There are no significant adverse impacts associated with the project. The only impact of concern would be aesthetic. The emergency communications tower is located within an industrial zone and greater than 100 -feet from residentially zoned property in the center of a 9.63 acre parcel. Significant topographic relief and mature vegetation to the south and west indicate limited view shed impacts to adjacent areas. A condition of approval requires that the tower be painted a similar color as the existing tower as indicated in the project narrative and photo simulations. No comments were submitted to the City concerning views. As established by the well documented photo simulations, Ex. 6, the increase in height will not make a material difference in aesthetic impacts to surrounding properties. For all these reasons it is determined that the proposal will not create any significant view impacts. No light or glare impacts are anticipated as the Federal Aviation Administration will not require the tower to be lighted beyond the required and existing red flashing beacon for aircraft warning of an airspace obstruction and the applicant is not proposing any additional lighting. Conclusions of Law 1. Authori . RMC 4-8-080(G) provides that hearing examiner site plan review, hearing examiner conditional use permit review and variances are Type III applications. As Type III applications, RMC 4-8-080(G) grants the Examiner with the authority to hold a hearing and issue a final decision, subject to closed record appeal to the City Council. 2. Zoning/Com_prehensive Plan Designations. The property is zoned Light Industrial. The Comprehensive Plan designation is Employment Area (EA). 3. Review Criteria. Hearing examiner site plan review is required because the proposal meets the large project scale criteria of RMC 4-9-200(D)(2)(b)(iv). Site plan review criteria are set by RMC 4-9-200(E)(3). Hearing examiner conditional use review is required by RMC 4-2-060(G) for government facilities. Conditional use criteria are set by RMC 4-9-030. A variance is required because the proposed 175 height exceeds the 100 foot maximum height authorized in the Light Industrial Zone. Variance criteria are governed by RMC 4-9-250(B)(5). Variance RMC 4-9-250(B)(5)(a): That the applicant suffers practical difficulties and unnecessary hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification; VARIANCE SITE PLAN, CONDITIONAL USE - 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 4. The special circumstances are the surrounding topography that necessitates the additional height in order for the subject emergency communications facility to be able to effectively communicate with other communication facilities, most notably to the corresponding tower on Capital Hill in Seattle. RMC 4-9-250(B)(5)(b): That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated; 5. As determined in Finding of Fact No. 5, there are no significant adverse impacts associated with the proposal. As a result, the granting of the variance will not be materially detrimental to the public welfare or injurious to surrounding properties as required by the criterion above. RMC 4-9-250(B)(5)(c): That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated; 6. The applicant requests the minimum height variance necessary to provide for effective and safe emergency communications with surrounding emergency communication facilities. There is little question that other emergency system providers would be provided the same accommodation. No special privilege is involved. RMC 4-9-250(B)(5)(d): That the approval as determined by the Reviewing Official is a minimum variance that will accomplish the desired purpose. 7. The requested variance is the minimum necessary for effective emergency communications. The applicant contends, and there is no evidence to the contrary, that the 25 -foot extension to the existing 150 -foot emergency communication tower is needed to locate three microwave antennas that connect, as determined by field path analysis, to the towers located on Capitol Hill in Seattle. Conditional Use The Administrator or designee or the Hearing Examiner shall consider, as applicable, the following factors for all applications: RMC 4-9-030(C)(1): Consistency with Plans and Regulations: The proposed use shall be compatible with the general goals, objectives, policies and standards of the Comprehensive Plan, the zoning regulations and any other plans, programs, maps or ordinances of the City of Renton. 8. Except as to compliance with the height limits subject to the variance request, the proposal is consistent with the City's development regulations and comprehensive plan for the reasons identified in Findings of Fact 18 and 19 of the staff report. VARIANCE SITE PLAN, CONDITIONAL USE - 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RMC 4-9-030(C)(2): Appropriate Location: The proposed location shall not result in the detrimental overconcentration of a particular use within the City or within the immediate area of the proposed use. The proposed location shall be suited for the proposed use. 9. The existing 150 -foot tower is located in the center of a 9.63 acre site and setback between 241 -feet to 461 -feet from property lines. The proposal does not exceed maximum lot coverage or setback requirements. The proposed 25 -foot emergency communication tower extension is approximately a 17 percent increase in height to the existing tower that does not result in an over scale structure to the existing development or over concentrate development in a particular portion of the site. RMC 4-9-030(C)(3): Effect on Adjacent Properties: The proposed use at the proposed location shall not result in substantial or undue adverse effects on adjacent property. 10. As determined in Finding of Fact No. 5, as conditioned and mitigated, there are no adverse impacts associated with the proposal, so it will not result in substantial or undue adverse effects on adjacent property. RMC 4-9-030(C)(4): Compatibility. The proposed use shall be compatible with the scale and character of the neighborhood. 11. As determined in Finding of Fact No. 5, the proposal will not create any adverse aesthetic impacts. As aesthetic impacts are the only negative impacts that could be associated with the proposal, and the fact that the proposal is located in an industrial zoned area in the middle of a 9.63 acre parcel, it is concluded that the proposal is fully compatible with the scale and character of the neighborhood. RMC 4-9-030(C)(5): Parking: Adequate parking is, or will be made, available. 12. The proposal doesn't create any additional demand for parking and doesn't trigger and City development standards for additional parking. For these reasons, it is concluded that adequate parking is provided for the proposal. RMC 4-9-030(C)(6): Traffic: The use shall ensure safe movement far vehicles and pedestrians and shall mitigate potential effects on the surrounding area. 13. The proposal has no impact on traffic. RMC 4-9-030(C)(7): Noise, Light and Glare: Potential noise, light and glare impacts from the proposed use shall be evaluated and mitigated. VARIANCE SITE PLAN, CONDITIONAL USE - 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 10. As determined in Finding of Fact No. 5, no light impacts will be created by the proposal. No noise impacts are reasonably anticipated from the proposal as all equipment improvements will be made within the building of the existing facility. RMC 4-9-030(C)(8): Landscaping: Landscaping shall be provided in all areas not occupied by buildings, paving, or critical areas. Additional landscaping may be required to buffer adjacent properties from potentially adverse effects of the proposed use. 11. No changes to landscaping are proposed. Staff have determined that the existing government facility development already contains appropriate landscaping including mature vegetation in relatively large width along the property lines abutting residential uses. Site Plan RMC 4-9-200(E)(3): Criteria: The Administrator or designee must find a proposed project to be in compliance with the following: m Compliance and Consistency: Conformance with plans, policies, regulations and approvals, including: i. Comprehensive Plan: The Comprehensive Plan, its elements, goals, objectives, and policies, especially those of the applicable land use designation; the Community Design Element; and any applicable adopted Neighborhood Plan; ii. Applicable land use regulations; iii. Relevant Planned Action Ordinance and Development Agreements; and iv. Design Regulations: Intent and guidelines of the design regulations located in RMC 4- 3-100. 12. Except as to compliance with the height limits subject to the variance request, the proposal is consistent with the City's development regulations and comprehensive plan for the reasons identified in Findings of Fact 18 and 19 of the staff report. RMC 4-9-200(E)(3)(b): Off -Site Impacts: Mitigation of impacts to surrounding properties and uses, including: L Structures: Restricting overscale structures and overconcentration of development on a particular portion of the site; ii. Circulation: Providing desirable transitions and linkages between uses, streets, walkways and adjacent properties; VARIANCE SITE PLAN, CONDITIONAL USE - 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 iii. Loading and Storage Areas: Locating, designing and screening storage areas, utilities, rooftop equipment, loading areas, and refuse and recyclables to minimize views from surrounding properties; iv. dews: Recognizing the public benefit and desirability of maintaining visual accessibility to attractive natural features; v Landscaping: Using landscaping to provide transitions between development and surrounding properties to reduce noise and glare, maintain privacy, and generally enhance the appearance of the project, and vi. Lighting: Designing and/or placing exterior lighting and glazing in order to avoid excessive brightness or glare to adjacent properties and streets. 13. As determined in Finding of Fact No. 5, the only impacts potentially created by the proposal are aesthetic and the applicant has demonstrated through its photo simulations and other evidence that aesthetic impacts will not be significant. As previously determined, the proposal provides for adequate landscaping and as determined in Finding of Fact No. 5 the proposal will not create any significant adverse lighting impacts. The proposal does not include any loading or storage areas. Views will not be significantly affected by the proposal. The criterion is met. RMC 4-9-200(E)(3)(c): On -Site Impacts: Mitigation of impacts to the site, including: Structure Placement: Provisions for privacy and noise reduction by building placement, spacing and orientation; ii. Structure Scale: Consideration of the scale of proposed structures in relation to natural characteristics, views and vistas, site amenities, sunlight, prevailing winds, and pedestrian and vehicle needs; iii. Natural Features: Protection of the natural landscape by retaining existing vegetation and soils, using topography to reduce undue cutting and filling, and limiting impervious surfaces; and iv. Landscaping. Use of landscaping to soften the appearance of parking areas, to provide shade and privacy where needed, to define and enhance open spaces, and generally to enhance the appearance of the project. Landscaping also includes the design and protection of planting areas so that they are less susceptible to damage from vehicles or pedestrian movements. 14. As previously determined, landscaping is adequate for the proposal. As determined in Finding of Fact No. 5, the aesthetic impacts of the proposal are minimized by structure placement in the center of the 9.63 acre project site and topography and surrounding vegetation minimize aesthetic impacts. The criterion is met. VARIANCE SITE PLAN, CONDITIONAL USE - 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RMC 4-9-200(E)(3)(d): Access and Circulation: Safe and efficient access and circulation for all users, including: I Location and Consolidation: Providing access points on side streets or frontage streets rather than directly onto arterial streets and consolidation of ingress and egress points on the site and, when feasible, with adjacent properties; ii. Internal Circulation: Promoting safety and efficiency of the internal circulation system, including the location, design and dimensions of vehicular and pedestrian access points, drives, parking, turnarounds, walkways, bikeways, and emergency access ways; iii. Loading and Delivery: Separating loading and delivery areas from parking and pedestrian areas; iv. Transit and Bicycles: Providing transit, carpools and bicycle facilities and access; and u Pedestrians: Providing safe and attractive pedestrian connections between parking areas, buildings, public sidewalks and adjacent properties. 15. The proposal has no impact on circulation so no mitigation is necessary or can be legally required. RMC 4-9-200(E)(3)(e): Open Space: Incorporating open spaces to serve as distinctive project focal points and to provide adequate areas for passive and active recreation by the occupants/users of the site. 16. The proposal creates no demand for open space and has no impact on open space so no additional open space is necessary or can be legally required. RMC 4-9-200(E)(3)(f): Dews and Public Access: When possible, providing view corridors to shorelines and Mt. Rainier, and incorporating public access to shorelines. 17. No view corridors can reasonably be provided by the project and none are necessary. RMC 4-9-200(E)(3)(g): Natural Systems: Arranging project elements to protect existing natural systems where applicable. 18. The project will have no impact on natural systems. RMC 4-9-200(E)(3)(h): Services and Infrastructure: Making available public services and facilities to accommodate the proposed use. 19. The project is served by adequate services and facilities as determined in Finding of Fact No. 4. VARIANCE SITE PLAN, CONDITIONAL USE - 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RMC 4-9-200(E)(3)(i); Phasing: Including a detailed sequencing plan with development phases and estimated timeframes, for phased projects. 20. The project will not be phased. DECISION i All applicable permitting criteria are met as outlined in the Conclusions of Law above. As conditioned below, the Site Plan, Conditional Use and Variance applications are all approved j subject to the following condition of approval: 1. The applicant shall identify on the building permit construction sheets the extension and antenna color scheme that is similar to the existing tower as indicated in the applicant's narrative. DATED this 9th day of August, 2016. Pii bk_ 01brechiw City of Renton Hearing Examiner Appeal Right and Valuation Notices RMC 4-8-080(G) classifies the application(s) subject to this decision as Type III applications subject to closed record appeal to the City of Renton City Council. Appeals of the hearing examiner's decision must be filed within fourteen (14) calendar days from the date of the decision. A request for reconsideration to the hearing examiner may also be filed within this 14 day appeal period. Affected property owners may request a change in valuation for property tax purposes notwithstanding any program of revaluation. VARIANCE SITE PLAN, CONDITIONAL USE - 9 DEPARTMENT OF C{ AUNITYcir�r of 0 AND ECONOMIC DEVELOPMENT Renton A. REPORT TO THE HEARING EXAMINER HEARING DATE: July 26, 2016 Project Name: King County PSERN Emergency Communication Tower Extension Owner: King County Applicant/Contact: Sarah Teleschow, Odelia Pacific Corporation, 5506 61h Avenue South, Seattle, WA 98108 File Number: LUA16-000418, ECF, SA -H, CU -H, V -H Project Manager: Matthew Herrera, AICP - Senior Planner Project Summary: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet with an antenna and lighting rod extension extending to 193 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network (PSERN), a voter approved project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. Project Location: 3511 2,d Street, Renton, WA 98056 Site Area: 9.63 acres Project Location Map HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Department mmunity & Economic Development Hearing Examiner Recommendation KING COUNTY PSERN EMERGENCY COMMUNICATION TOWER EXTENSION LUA16-000418, ECF, SA -H, CU -H, V -H Report of Hearing Date July 26, 2016 Page 2 of 14 B. EXHIBITS: Exhibits 1-9: As shown in the SEPA Environmental Review Committee Report Exhibit 10; SEPA Determination of Non -Significance Exhibit 11: Report to the Hearing Examiner Exhibit 12: Applicant Project Narrative and CUP/Variance Justification Exhibit 13: Applicant PSERN Description Exhibit 14 Notice of Application w/ Affidavit of Mailing Exhibit 15 Notice of DNS/Hearing w/Affidavit of Mailing C. GENERAL INFORMATION: 1. Owner(s) of Record: 2. Zoning Classification: 3. Comprehensive Plan Land Use Designation: 4. Existing Site Use: 5. Critical Areas: 6. Neighborhood Characteristics: Anthony Wright, King County Department of Information Technology, PSERN, 4015th Ave ., 6th Floor, Seattle, WA 98104 Light Industrial (LI) Employment Area (EA) Government Offices and Facilities Wellhead Protection Area Zone 2 Geologically Hazardous Areas. a. North: City of Renton and King County maintenance facilities Light industrial (LI) zoning b. East: Sunnydale and Leisure Village Manufactured Home Parks Residential Manufactured Home Park (RMH)zoning c. South: Vacant King County owned property. Vegetated critical area Resource Conservation (RC) zoning King County maintenance, Liberty Ridge subdivision open spat%ritical area d. West: tracts, Liberty Ridge subdivision. Ll, RC, and Residential 10 (R-10) zoning. 6. Site Area: 9.63 D. HISTORIC4L/BACKGROUND: Action Land Use File No. Ordinance No. Date Comprehensive Plan N/A 5755 06/22/2015 Zoning N/A 5755 06/22/2015 Annexation N/A 3143 06/22/1977 E. PUBLIC SERVICES: 1. Existing Utilities HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Department of Community & Economic Development Hearing Examiner Recommendation KING COUNTY PSERN EMEI CY COMMUNICATION TOWER EXTENSION LUA16-000418, ECF, SA -H, CU -H, V -H Report of Hearing Date July 26, 2016 Page 3 of 14 a. Water: Water service is provided by the City of Renton. There is an existing 12 -inch and 8 -inch water main on the subject site b. Sewer: Sewer service is provided by the City of Renton. There is an existing 8 -inch gravity sewer main on the subject site. c. Surface/Storm Water: The subject site contains private stormwater facilities consisting of conveyances and three stormwater detention ponds. 2. Streets: Access to the subject site is via NE 2nd St. 3. Fire Protection: City of Renton Fire Department. The subject site contains three (3) fire hydrants F. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts b. Section 4-2-060: Zoning Use Table c. Section 4-2-130: Industrial Development Standards 2. Chapter 3 Environmental Regulations a. Section 4-3-050: Critical Area Regulations 3. Chapter 4 City -Wide Property Development Standards 4. Chapter 8 Permits — General and Appeals 5. Chapter 9 Permits — Specific a. Section 4-9-030: Conditional Use Permits b. Section 4-9-090: Environmental Review Procedures c. Section 4-9-200: Master Plan and Site Plan Review d. Section 4-9-250: Variances, Waivers, Modifications, and Alternatives 6. Chapter 11 Definitions G. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 2. Capital Facilities Element H. FINDINGS OF FACT (FOF): 1. The applicant requested SEPA Environmental Review, Hearing Examiner Site Plan Review, Conditional Use Permit, and Variance for a 25 -foot extension to an existing 150 -foot emergency communication tower. The proposed height of the tower would be 175 -feet or approximately a 17 percent increase to the existing tower's height. 2. The Planning Division of the City of Renton accepted the above master application for review on June 7, 2016 and determined the application complete on June 10, 2016. The project complies with the 120 - day review period. 3. The project site is located at 3511 NE 2nd Street, APN 162305-9138 4. The project site is rectangular in shape, approximately 848 -feet in width and 495 -feet in depth. 5. The project site is currently developed with the King County Office of Emergency Management. HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Deportment of Community & Economic Development KING COUNTY PSERN EMV CY COMMUNICATION TOWER EXTENSION Report of Hearing Date July 2o, 2016 Hearing Examiner Recommendation LUA16-000418, ECF, SA -H, CU -H, V -H Page 4 of 14 6. The emergency communications tower is a staffed facility and accessory to the King County Office of Emergency Management. As it is staffed, it is not a Wireless Communications Facility (WCF) as defined by Renton Municipal Code (RMC) 4-11-230. 7. Access to the site is provided via NE 2nd Street. 8. The property is located within the Employment Area Comprehensive Plan land use designation. 9. The site is located within the Light Industrial zoning classification. 10. No significant trees or vegetation are proposed to be altered or removed. 11. The site is mapped with Wellhead Protection Area Zone 2 and Geologically Hazardous Area. 12. No clearing and grading or other land disturbances are proposed. 13. The applicant is proposing to begin construction within one (1) to two (2) months following approval. No end date was provided by the applicant. 14. No public comment letters were received. 15. No public or agency comments were received. 16. Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on June 27, 2016 the Environmental Review Committee issued a Determination of Non -Significance (DNS) for the King County PSERN Emergency Communication Tower Extension (Exhibit 10). A 14 -day appeal period commenced on June 30, 2016 and ended on July 15, 2016. No appeals of the threshold determination have been filed as of the date of this report. 17. Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report. 18. Comprehensive Plan Compliance: The site is designated Employment Area (EA) on the City's Comprehensive Plan Map. The purpose of the EA designation is to provide significant economic development and employment base for the City and to maintain a variety and balance of uses through zoning which promotes the gradual transition of uses on sites with good access and visibility to more intensive commercial and office uses. The proposal is compliant with the following development standards: Compliance Comprehensive Plan Analysis Goal L -D: Meet regional and local obligations to provide essential public facilities through collaboration with other jurisdictions when possible Goal L -F: Minimize risk associated with potential aviation incidents on the ground and +r for aircraft occupants. Policy L-35: Ensure buildings, roads, and other features are located on less sensitive portions of a site sensitive areas are present. Policy L-55: Protect public scenic views and public view corridors, including Renton's physical, visual and perceptual linkages to Lake Washington and the Cedar River. Policy CF -7: Protect public health, enhance environmental quality and promote *� conservation of man-made and natural resources through appropriate design and installation of public facilities. HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Department of Community & Economic Development KING COUNTY FSERN EME CY COMMUNICA TION TOWER EXTENSION Report of Hearing Date July 2b, 2016 Hearing Examiner Recommendation LUA16-000418, FCF, SA -H, CU -H, V -H Page 5 of 14 Policy CF -10: Coordinate with federal, state, regional and local jurisdictions, private industry, businesses and citizens in the planning, design, and development of facilities serving and affecting the community. 19. Zoning Development Standard Compliance: The site is classified Light Industrial (IL) on the City's Zoning Map. Development in the IL Zone is intended to provide areas for low -intensity manufacturing, industrial services, distribution, storage, and technical schools. Uses allowed in this zone are generally contained within buildings. Material and/or equipment used in production are not stored outside. Activities in this zone do not generate external emissions such as smoke, odor, noise, vibrations, or other nuisances outside the building The proposal is compliant with the following development standards: Compliance IL Zone Develop Standards and Analysis Lot Dimensions: The minimum lot size permitted in the IL zone is 35,000 sq. ft. Staff Comment: The King County Assessor Office has listed the square footage of the property at 419,918 square feet. Setbacks: The required setbacks in the IL zone are as follows: front yard is 20 feet, side yard is 20 feet, and the rear yard is 20 feet. Staff Comment. The existing building is setback approximately 195 feet within the front yard, 197 feet within the west side yard, 226 feet within the east side yard, and 75 feet within the rear yard. Building Standards: The IL zone has a maximum building coverage of 65% of total lot area or 75% if parking is provided within the building or within a parking garage. Staff Comment: No new building or impervious coverage is proposed with the tower extension. The coverage (building and impervious) for the existing site is approximately 40 percent. See FOF21 Building Height: The IL zone has a maximum height of 100 -feet. building Staff Comment: The existing emergency communications tower is 150 feet and height exceeds the IL zone's height limitations. The proposed 25 foot tower extension will variance further exceed the IL zone's 100 foot height limitation. The applicant has requested a analysis variance to the 100 foot height limitation. Screening: The City's surface mounted screening regulation (RMC 4-4-0950) requires all on-site surface mounted utility equipment shall be screened from public view. Screening shall consist of equipment cabinets enclosing the utility equipment, solid fencing or a wall of a height at least as high as the equipment it screens, or a landscaped visual barrier allowing for reasonable access to equipment. Equipment cabinets, fencing, and walls shall be made of materials and/or colors compatible with building materials. Industrial Zone Exemption: Surface mounted equipment located in industrial developments that are greater than one hundred feet (100') from residentially zoned property and/or public streets are exempted from requirements in subsection D1 of this Section, General Screening. Staff Comment: The surface mounted emergency communications tower is located within an industrial zone and greater than 100 feet from residentially zoned property and public streets and therefore meets the surface mounted equipment exemption. HEX Report KC FSERN Emergency Comm Tower -16-00041 9 City of Renton Department of Community & Economic Development KING COUNTY PSERN EME 'CY COMMUNICATION TOWER EXTENSION Report of Hearing Date July 26, 2016 Hearing Examiner Recommendation LUA16-000418, ECF, SA -H, CU -H, V -H Page 6 of 14 20. Critical Areas: Project sites which contain critical areas are required to comply with the Critical Areas Regulations (RMC 4-3-050). The proposal is consistent with the Critical Areas Regulations. ,i Geologically Hazardous Areas: The City's critical areas map identify slopes on portions of the project site between 15-40 percent. Several of these areas identified on the map HEX Report KC PSERN Emergency Comm Tower 16-000418 Landscaping: The City's landscape regulations (RMC 4-4-070) require a 10 -foot landscape strip along all public street frontages. Additional minimum planting strip widths between the curb and sidewalk are established according to the street development standards of RMC 4-6-060. Street trees and, at a minimum, groundcover, are to be located in this area when present. For industrial zoned lots abutting a residential zone, a fifteen -foot (15') wide partially sight -obscuring landscaped visual barrier, or ten -foot (10') wide fully sight -obscuring landscaped visual barrier, is required ,i along the common property line. Parking lots shall have perimeter and interior lot landscaping in types and amounts indicated in RMC 4-6-070F. Staff Comment: No new landscaping is proposed or required as part of this project. The project site is currently developed with a government facility. The proposed tower extension does not add gross square footage to the property, or equal 50 percent of the assessed property valuation, or exceed other applicability thresholds set forth in RMC 4- 4-0708 that would otherwise require compliance with the City's landscaping regulations. Tree Retention: The City's adopted Tree Retention and Land Clearing Regulations require the retention of 10 percent of trees in an industrial development. Significant trees shall be retained in the following priority order: Priority One: Landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than twenty percent (2090); Significant trees adjacent to critical areas and their associated buffers; and Significant trees over sixty feet (60') in height or greater than eighteen inches ( 18") caliper. Priority Two: Healthy tree groupings whose associated undergrowth can be preserved; ,i other significant native evergreen or deciduous trees; and Other significant non- native trees. Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retention and are not able to be retained, unless the alders and/ or cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. Staff Comment: No clearing or grading, tree/vegetation removal, or new impervious services are proposed. The scope of improvements is limited to the extension of the existing emergency communications tower on the King County Office of Emergency Management building. Parking: Office uses require a minimum of 2 spaces per 1,000 square feet of net floor area and a maximum of 4.5 spaces per 1,000 square feet of net floor area. Office use is a similar use to government facility, which is not identified with specific parking space requirements set forth in RMC 4-4-08OF10d. Staff Comment: The proposed tower extension does not exceed applicability threshold criteria listed in RMC 4-4-08OBlb and therefore compliance with parking regulations is not required. 20. Critical Areas: Project sites which contain critical areas are required to comply with the Critical Areas Regulations (RMC 4-3-050). The proposal is consistent with the Critical Areas Regulations. ,i Geologically Hazardous Areas: The City's critical areas map identify slopes on portions of the project site between 15-40 percent. Several of these areas identified on the map HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Department of Community & Economic Development KiNG COUNTY PSERN EME CYCOMMUNICATION TOWER EXTENSION Report of Hearing Date July 2o, 2016 Hearing Examiner Recommendation LUA16-000418, ECF, SA -H, CU -H, V -H Page 7 of 14 21. Site Plan Review: Pursuant to RMC 4-9-20062, Site Plan Review is required for all development in the Employment Area (EA) designation when it is not exempt from Environmental (SEPA) Review. A public hearing before the Hearing Examiner is required as the proposal meets large project scale criteria of RMC 4-9-200D2biv. The proposal is a 17 -percent increase in height and therefore considered a major modification requiring a new site plan review application. The proposal is consistent with Site Plan Review Decision Criteria: Compliance are within the existing developed area such as the building footprint and parking lot. It is likely the mapped area is a remnant of the pre -developed site. Other area's mapped with slopes include peripheral undeveloped portions of the site and areas utilized for stormwater facilities. Staff Comment: A geotechnical report (Exhibit 8) prepared for the original site development identified no landslide, seismic, erosion, or steep slope areas and prescribed no setback recommendation for the initial development. The proposed tower extension includes no site work or ground disturbances on the property. Wellhead Protection Areas: City critical area map identifies a Wellhead Protection Area Zone 2 on the project site. Staff Comment: The existing 150 foot tower is located in the center of a 9.63 acre site Staff Comment: The proposed tower extension does not include the use, production, storage, treatment, disposal, or management of hazardous materials. 21. Site Plan Review: Pursuant to RMC 4-9-20062, Site Plan Review is required for all development in the Employment Area (EA) designation when it is not exempt from Environmental (SEPA) Review. A public hearing before the Hearing Examiner is required as the proposal meets large project scale criteria of RMC 4-9-200D2biv. The proposal is a 17 -percent increase in height and therefore considered a major modification requiring a new site plan review application. The proposal is consistent with Site Plan Review Decision Criteria: Compliance Site Plan Criteria and Analysis a. Comprehensive Plan Compliance and consistency. Staff Comment: See previous discussion under FOF 18, Comprehensive Plan Analysis. b. Zoning Compliance and Consistency. Staff Comment: See discussion under FOF 19, Zoning Development Standard Compliance. c. Off Site Impacts. Structures: Restricting overscale structures and overconcentration of development on a particular portion of the site. Staff Comment: The existing 150 foot tower is located in the center of a 9.63 acre site and setback between 141 feet to 461 feet from property lines. The proposal does not exceed maximum lot coverage or setback requirements. The proposed 25 foot emergency communication tower extension is approximately a 17 percent increase in height to the existing tower that does not result in an overscale structure to the existing development or over concentrate development in a particular portion of the site. Circulation: Providing desirable transitions and linkages between uses, streets, walkways and adjacent properties. Staff Comment: N/A. The proposal is limited to a 25 foot extension to an existing 150 - foot emergency communications tower. Loading and Storage Areas: Locating, designing and screening storage areas, utilities, rooftop equipment, loading areas, and refuse and recyclables to minimize views from surrounding properties. HEX ReportKC PSERN Emergency Comm Tower 16-000418 City of Renton Department of Community & Economic Development Hearing Examiner Recommendation KiNG COUNTY PSERN EMF, CY COMMUNICATION TOWER EXTENSION LUA16-000418, ECF, SA -H, CU -H, V -H Report of Hearing Date July 2v, 2016 Page 8 of 14 HEX Report KC PSERN Emergency Comm Tower 16-000418 Staff Comment: See FOF 19, Zoning Development Standard: Screening Views: Recognizing the public benefit and desirability of maintaining visual accessibility to attractive natural features. Staff Comment: Viewshed impacts from residential areas should be minimal as the location, topography, and existing mature vegetation provides screening of the existing tower and proposed extension. Photosimulotions (Exhibit 6) provided by the applicant identify view impacts north within the King County and City of Renton facilities area and to the east within the manufactured home park. Significant topographic relief and mature vegetation to the south and west indicate limited viewshed impacts to adjacent areas. The tower extension narrow lattice type construction is unlikely to alter or obstruct any views, particularly to attractive natural features such as Mt. Rainier or take Washington. Staff recommends as a condition of approval that the tower be painted a similar color as the existing tower as indicated in the project narrative and photo simulations. No comments were submitted to the City concerning views. Landscaping: Using landscaping to provide transitions between development and surrounding properties to reduce noise and glare, maintain privacy, and generally enhance the appearance of the project. Staff Comment: See discussion under FOF 19, Zoning Development Standard: Landscaping. The existing mature vegetation and overall landscape width in excess of 100 feet on the north and east property lines in addition to the forested conditions on vacant county properties and critical area tracts on abutting south and west property boundaries provide an appropriate transition between the neighboring residential uses. Lighting: Designing and/or placing exterior lighting and glazing in order to avoid excessive brightness or glare to adjacent properties and streets. Staff Comment: No new lighting is proposed with the tower extension. The existing red flashing beacon on the tower, which is required by the Federal Aviation Administration, would be relocated to the top of the extended tower. d. On Site Impacts. Structure Placement: Provisions for privacy and noise reduction by building placement, spacing and orientation. Staff Comment: The proposed 25 foot emergency communication tower extension will have no impact on privacy or noise. The construction of the tower is anticipated to begin one to two months following permit approval. The applicant has stated the construction will occur during normal work days and work hours. Construction will be limited to City construction hours of 7:00 am to 8:00 pm Monday through Friday with hauling hours from 8:30 am to 3:00 pm. Structure Scale: Consideration of the scale of proposed structures in relation to natural characteristics, views and vistas, site amenities, sunlight, prevailing winds, and pedestrian and vehicle needs. Staff Comment. The existing emergency communication tower is located within an area of city and county facilities. The location of the tower is setback at distances of 241 feet to the north, 384 feet to the east, 245 feet to the south, and 461 feet to the west. Viewshed impacts are minimal due to setback, topography and existing mature HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Department of Community & Economic Development Hearing Examiner Recommendation KING COUNTY PSERN EMEI CY COMMUNICATION TOWER EXTENSION LUA16-000418, ECF, SA -H, CU -H, V -H Report of Hearing Date July 2b, 2016 Page 9 of 14 HEX Report KC PSERN Emergency Comm Tower 16-000418 vegetation on and offsite. No views are anticipated to be blocked as a result of the 25 - foot emergency communication tower extension. Natural Features: Protection of the natural landscape by retaining existing vegetation and soils, using topography to reduce undue cutting and filling, and limiting impervious surfaces. Staff Comment: No site development, ground disturbance, or new impervious area is proposed with the 25 foot emergency communication tower extension. Landscaping: Use of landscaping to soften the appearance of parking areas, to provide shade and privacy where needed, to define and enhance open spaces, and generally to enhance the appearance of the project. Landscaping also includes the design and protection of planting areas so that they are less susceptible to damage from vehicles or pedestrian movements. Staff Comment: See FOF 19 and FOF 21 subsection C, Landscaping above, Zoning Development Standard: Landscaping. No new landscaping is proposed or required by the City's landscaping regulations. e. Access Location and Consolidation: Providing access points on side streets or frontage streets rather than directly onto arterial streets and consolidation of ingress and egress points on the site and, when feasible, with adjacent properties. Staff Comment: N/A. The proposed scope of work is limited to a 25 foot extension to an existing 150 foot emergency communications tower. Access to the site was approved as part of the original site development. Internal Circulation: Promoting safety and efficiency of the internal circulation system, including the location, design and dimensions of vehicular and pedestrian access points, drives, parking, turnarounds, walkways, bikeways, and emergency access ways. Staff Comment: N/A. The proposed scope of work is limited to a 25 foot extension to an existing 150 foot emergency communications tower. Access to the site was approved as part of the original site development. N/A Loading and Delivery:Separating loading and deliveryareas from parking and pedestrian areas. Staff Comment: N/A. The proposed scope of work is limited to a 25 foot extension to an existing 150 foot emergency communications tower. Access to the site was approved as part of the original site development. Transit and Bicycles: Providing transit, carpools and bicycle facilities and access. Staff Comment: N/A. The proposed scope of work is limited to a 25 foot extension to an existing 150 foot emergency communications tower. Access to the site was approved as part of the original site development. Pedestrians: Providing safe and attractive pedestrian connections between parking areas, buildings, public sidewalks and adjacent properties. Staff Comment: N/A. The proposed scope of work is limited to a 25 foot extension to an existing 150 foot emergency communications tower. Access to the site was approved as part of the original site development. HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Department of Community & Economic Development Hearing Examiner Recommendation KING COUNTY PSERN EMEi CY COMMUNICATION TOWER EXTENSION LUA16-000418, ECF, SA -H, CU -H, V -H Report of Hearing Date July 2b, 2016 Page 10 of 14 22. Conditional Use Analysis: The applicant's request to extend the height of an existing 150 -foot emergency communications tower and additional 25 -feet is located in a government facility use within the IL zoning designation. Pursuant to RMC 4-2-060G, government facilities require a Hearing Examiner Conditional Use Permit. The proposal is a 17 -percent increase in height and therefore requires a new conditional use permit. The proposal is compliant with the following conditional use criteria, pursuant to RMC 4-9-030. Therefore, staff recommends approval of the requested Conditional Use Permit. HEX Report KC PSERN Emergency Comm Tower 16-000418 f. Open Space: Incorporating open spaces to serve as distinctive project focal points and to provide adequate areas for passive and active recreation by the occupants/users of the site. N/A Staff Comment: N/A. The proposal is limited to the 25 foot extension to an existing 150 foot emergency communication tower. The project site is already developed. Undeveloped spaces with mature vegetation are located on the north, east, and south portions of the property. g. Views and Public Access: When possible, providing view corridors to shorelines and Mt. Rainier, and incorporating public access to shorelines Staff Comment: The proposed 25 -foot emergency communication tower extension would not block view corridors to shorelines or Mt. Rainier. The public access requirement is not applicable to the proposal. h. Natural Systems: Arranging project elements to protect existing natural systems where applicable. Statt Comment: The proposed 25 foot emergency communication tower extension is within existing building and tower footprint does not affect existing natural systems L Services and Infrastructure: Making available public services and facilities to accommodate the proposed use: Police and Fire. Staff Comment: Police and Fire Prevention staff indicated that sufficient resources exist to furnish services for the proposal. A Fire Impact Fee would not be required for the proposal. Parks and Recreation. Staff Comment: There are no impacts to parks. f Schools. Staff Comment: There are no impacts to schools. Water and Sewer. Staff Comment: N/A. No new water or sewer service is needed for the proposal Drainage. Staff Comment: N/A. No drainage improvements are needed for the proposal Transportation. Staff Comment. Access to the site is proposed via existing streets. No increase in traffic is anticipated as a result of the proposal and no transportation impact fee is required. N/A j. Phasing: The applicant is not requesting any additional phasing. 22. Conditional Use Analysis: The applicant's request to extend the height of an existing 150 -foot emergency communications tower and additional 25 -feet is located in a government facility use within the IL zoning designation. Pursuant to RMC 4-2-060G, government facilities require a Hearing Examiner Conditional Use Permit. The proposal is a 17 -percent increase in height and therefore requires a new conditional use permit. The proposal is compliant with the following conditional use criteria, pursuant to RMC 4-9-030. Therefore, staff recommends approval of the requested Conditional Use Permit. HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Department of Community & Economic Development Nearing Examiner Recommendation KING COUNTY PSERN EMEI CY COMMUNICATION TOWER EXTENSION LUAI6-000418, ECF, SA -H, CU -H, V -H Report of Hearing Date July 2b, 2016 Page 11 of 14 Compliance Conditional Use Criteria and Analysis a. Consistency with Plans and Regulations: The proposed use shall be compatible with the general goals, objectives, policies and standards of the Comprehensive Plan, the zoning regulations and any other plans, programs, maps or ordinances '/ of the City of Renton. Staff Comment: See FOF 18 and FDF 19 far Comprehensive Plan and zoning regulation compliance, respectively. b. Appropriate Location: The proposed location shall not result in the detrimental overconcentration of a particular use within the City or within the immediate area of the proposed use. The proposed location shall be suited for the proposed use. Staff Comment: The applicant contends that the government facility use is already established on the project site. The applicant's request is to increase an existing 150 - foot emergency communications tower and additional 25 feet in order to upgrade the .r facilities emergency responder system as approved by King County voters. The proposed extension to the tower will not require a new tower to be constructed. The emergency communications tower is a component of the King County Office of Emergency Management and is suited for the use. Staff concurs with the applicant's assertion that the proposed location is the appropriate location for the tower extension. The project site is already serving as the emergency management office. No new ground disturbances or site work would be needed to extend the tower. c. Effect on Adjacent Properties: The proposed use at the proposed location shall not result in substantial or undue adverse effects on adjacent property. Staff Comment: The applicant contends that there will be no effect on adjacent properties as a result of the proposed 25 foot tower extension. The applicant cites several Bonneville Power Administration towers of similar heights are within the immediate area of the existing emergency communications tower. Staff concurs with the applicant's assertion that no adverse effects will occur on adjacent properties. Photosimulations provided by the applicant indicate minimal viewshed impacts and no blockage of view corridors. The existing tower is located within the center of the 9.63 acre project site and is substantially setback from property lines. Topography, mature vegetation, and the tower's location mitigate adverse effects on adjacent property. d. Compatibility: The proposed use shall be compatible with the scale and character of the neighborhood. Staff Comment: The applicant contends the proposed tower extension is compatible with the scope and character of the neighborhood. The applicant cites again the nearby BPA towers of similar height and the proposed extension of only 25 feet. Additionally, the applicant cites the prominence of surrounding government uses on the north and west adjacent properties. Staff concurs with the applicant's assertion that the use is compatible with scale and character of the neighborhood. The existing government use is already established and a 17 percent increase in height would not result in the use becoming incompatible. Photosimulations indicate minimal viewshed impacts and use of the HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Department of Community & Economic Development !GING COUNTY PSERN EME 'CYCOMMUNICATION TOWER EXTENSION Report of Hearing Date July 26, 2016 Hearing Examiner Recommendation LUA16-000418, ECF, SA -H, CU -H, V -H Page 12 of 14 23. Variance Analysis: The applicant is requesting a height variance for the 25 -foot extension to the existing 150 -foot emergency communications tower or a total tower height of 175 -feet. Pursuant to RMC 4-2- 130A, Development Standards for Industrial Zoned Property, the maximum height is 100 -feet. The proposal is compliant with the following variance criteria, pursuant to RMC 4-9-250. Therefore, staff -ecommenas approval or line requesieo variance. Compliance Variance Criteria and Analysis HEX Report KC PSERN Emergency Comm Tower -1 6-000418 project site and abutting properties with City and County facilities is consistent with the character of the neighborhood. e. Parking: Adequate parking is, or will be made, available. Staff Comment: The applicant contends the existing facility has adequate parking and the proposed extension will not require any additional parking J Staff concurs with the applicant's assertion that adequate parking is available. The 25 foot increase to the existing emergency communication tower's height will not impact the parking demand of the subject site. No evidence of inadequate parking was identified while reviewing the application. f. Traffic: The use shall ensure safe movement for vehicles and pedestrians and shall mitigate potential effects on the surrounding area. Staff Comment: The applicant contends that no traffic impacts are associated with these types of facilities as they ore unmanned and require infrequent maintenance. ✓ Staff concurs there would be no traffic impacts as a result of the tower extension as the tower is existing and no new staff would be required due to the increase in height. The 25 foot increase to the existing emergency communication tower's height will not impact vehicle or pedestrian circulation on or around the subject property. No new vehicle trips are onticipoted for the extension and therefore no transportation impact fee or offsite mitigation is needed. g. Noise, Light and Glare: Potential noise, light and glare impacts from the proposed use shall be evaluated and mitigated. Staff Comment: The applicant contends the proposed tower extension will not create significant noise, light, or glare impacts. The Federal Aviation Administration will not require the tower to be lighted beyond the required and existing red flashing beacon for aircraft warning of an airspace obstruction. Staff concurs that the 25 foot increase to the existing emergency communication tower's height will result in no new noise, light, or glare. To clarify, the existing red flashing beacon on the tower would be relocated to the top of the tower extension as required by the Federal Aviation Administration. h. Landscaping: Landscaping shall be provided in all areas not occupied by buildings, paving, or critical areas. Additional landscaping may be required to buffer adjacent properties from potentially adverse effects of the proposed use. Staff Comment: The applicant contends that no changes are proposed to the landscaping as the scope of work is limited to the tower extension. Staff concurs no additional landscaping is needed. The existing government facility development already contains appropriate landscaping including mature vegetation in relatively large width along the property lines abutting residential uses. 23. Variance Analysis: The applicant is requesting a height variance for the 25 -foot extension to the existing 150 -foot emergency communications tower or a total tower height of 175 -feet. Pursuant to RMC 4-2- 130A, Development Standards for Industrial Zoned Property, the maximum height is 100 -feet. The proposal is compliant with the following variance criteria, pursuant to RMC 4-9-250. Therefore, staff -ecommenas approval or line requesieo variance. Compliance Variance Criteria and Analysis HEX Report KC PSERN Emergency Comm Tower -1 6-000418 City of Renton Department of Community & Economic Development Hearing Examiner Recommendation KING COUNTY PSERN EME CY COMMUNICATION TOWER EXTENSION LUA16-000418, ECF, SA -H, CU -H, V -H Report of Hearing Date July 26, 2016 Page 13 of 14 HEX Report KC PSERN Emergency Comm Tower 16-000418 L That the applicant suffers practical difficulties and unnecessary hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification. Staff Comment: The applicant contends the current tower height of ISO feet is ineffective for transmitting and receiving emergency radio communications within the updated network. The proposed 175 foot height is the minimum tower height needed to achieve reliable communications. Staff concurs the applicant suffers practical difficulties and unnecessary hardship. The existing 150 foot tower does not provide adequate height to transmit emergency responder signals to the corresponding tower located on Capitol Hill in Seattle. The applicant is requesting a 25 foot increase to the existing tower for a total of 17S feet, which is the minimum necessary height for transmission. This special circumstance is applicable to the topography, location and surroundings of the subject property as it results in the inability to implement the PSERN voter approved measure to upgrade the region's emergency response network. Abutting 1L zoned properties provide governmental facilities management services for City and County operations. The application of the 100 foot building height limitation deprives the subject property owner its fundamental duty to implement emergency management for King County. j. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated. Staff Comment: The applicant contends the purpose and goal of the regional emergency communications network is to promote public safety and welfare. An updat%xpansion to the current system would further promote public safety and welfare. Staff concurs that the granting of the variance would not be materially detrimental to the public welfare or injurious to the property or improvements. The purpose is to implement a voter approved measure to upgrade emergency responder communications. The existing tower and its proposed extension is located in the center of a 9.63 acre site that abuts other governmental facility uses. The existing red flashing beacon would be relocated to the top of the extended tower for low flying aircraft as required by the Federal Aviation Administration. k. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated. StaffComment: The applicant contends the BPA towers within the vicinity of the subject property are similar heights to the emergency communication tower and the BPA towers also provide a service to the public. The IL zone allows government facility uses and the tower extension is an addition to an existing use. Staff concurs that a variance approval would not be a grant of special privilege inconsistent with other uses in the vicinity and zone. King County voters chose to upgrade the existing emergency response system. The King County Office of Emergency Management is a permitted and approved use located in the IL zone that provides HEX Report KC PSERN Emergency Comm Tower 16-000418 City of Renton Department of Community & Economic Development ICING COUNTY PSERN EME 'CY COMMUNICATION TOWER Ea(TENSION Report of Hearing Date July 26, 2016 Hearing Examiner Recommendation LUA16-000418, ECF, SA -H, CU -H, V -H Page 14 of 14 1. CONCLUSIONS: 1. The subject site is located in the Employment Area (EA) Comprehensive Plan designation and complies with the goals and policies established with this designation, see FOF 18. 2. The subject site is located in the Light Industrial (IL) zoning designation and complies with the zoning and development standards established with this designation see FOF 19. 3. The proposal complies with the Critical Areas Regulations, see FOF 20. 4. The proposal complies with Site Plan Review approval criteria, see FOF 21 5. The proposal complies with Conditional Use Permit approval criteria, see FOF 22 6. The proposal complies with Variance approval criteria, see FOF 23, 1, RECOMMENDATION: Staff recommends approval of the King County PSERN Emergency Communication Tower Extension, File No. LUA16-000418, as depicted in Exhibits 3 and 5, subject to the following condition: 1. The applicant shall identify on the building permit construction sheets the extension and antenna color scheme that is similar to the existing tower as indicated in the applicant's narrative. HEX Report KC PSERN Emergency Comm Tower 16-000418 communication services to emergency responders. in order for the facility to implement the PSERN voter measure, the existing 150 foot tower must be extended. I. That the approval is a minimum variance that will accomplish the desired purpose. Staff Comment: The applicant contends the 25 foot extension to the existing 150 foot emergency communication tower is needed to locate three microwave antennas that J connect, as determined by field path analysis, to the towers located on Capitol Hill in Seattle. Staff concurs the approval is the minimum needed to accomplish the desired purpose as stated by the applicant. 1. CONCLUSIONS: 1. The subject site is located in the Employment Area (EA) Comprehensive Plan designation and complies with the goals and policies established with this designation, see FOF 18. 2. The subject site is located in the Light Industrial (IL) zoning designation and complies with the zoning and development standards established with this designation see FOF 19. 3. The proposal complies with the Critical Areas Regulations, see FOF 20. 4. The proposal complies with Site Plan Review approval criteria, see FOF 21 5. The proposal complies with Conditional Use Permit approval criteria, see FOF 22 6. The proposal complies with Variance approval criteria, see FOF 23, 1, RECOMMENDATION: Staff recommends approval of the King County PSERN Emergency Communication Tower Extension, File No. LUA16-000418, as depicted in Exhibits 3 and 5, subject to the following condition: 1. The applicant shall identify on the building permit construction sheets the extension and antenna color scheme that is similar to the existing tower as indicated in the applicant's narrative. HEX Report KC PSERN Emergency Comm Tower 16-000418 CITY OF RENTON Civil Survey DEPARTMENT OF COMMUNITY AND . : ECONOMIC DEVELOPMENT Photosimulations REPORT TO THE HEARING EXAMINER, EXHIBITS Project Name: Project Number: King County PSERN Emergency Communication LUA16-000418, ECF, SA -H, CU -H, V -H Tower Extension Exhibit 10: Date of Hearing Staff Contact Project Contact/Applicant Project Location July 26, 2016 Matthew Herrera Sarah Teleschow/Odelia 3S11 2nd Street Notice of Application w/ Affidavit Mailing Exhibit 15: Pacific Corporation The following exhibits were entered into the record: Exhibit 1: Environmental Review Committee Report Exhibit 2: Neighborhood Map Exhibit 3: Site Plan Exhibit 4: Civil Survey Exhibit 5: Existing and Proposed Elevations Exhibit 6: Photosimulations Exhibit 7: FAA Determination of No Hazard to Air Navigation Exhibit 8: Geotechnical Report Exhibit 9: Advisory Notes to Applicant Exhibit 10: SEPA Determination of Non -Significance Exhibit 11: Report to the Hearing Examiner Exhibit 12: Applicant Project Narrative and CUP/Variance Justification Exhibit 13: Applicant PSERN Description Exhibit 14: Notice of Application w/ Affidavit Mailing Exhibit 15: Notice of DNS/Hearing w/Affidavit of Mailing CITY OF entonO DEPARTMENT OF COMM ITY 1111 o1 AND ECONOMIC DEVELOPMENT Ren on 0 ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC MEETING DATE. June 27, 2016 Project Name: King County PSERN Emergency Communication Tower Extension Project Number: LUA16-000418, ECF, SA -H, CU -H, V -H Project Manager: Matthew Herrera, Senior Planner Owner: King County Applicant/Contact: Sarah Teleschow, Odelia Pacific Corporation, 5506 6t" Avenue South, Seattle, WA 98108 Project Location: 35112"d Street, Renton, WA 98056 Project Summary: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet with an antenna and lighting rod extension extending to 193 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network (PSERN) project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. Site Area: 9.63 Acres STAFF Staff Recommends that the Environmental Review Committee issue a RECOMMENDATION: Determination of Non -Significance (DNS). Project Location Map ERC Report King County PSERN LUA16-000418 City of Renton Department of Community & Economic Development Environmental Review Committee Report ERROR? REFERENCE SOURCE NOT FOUP IG COUNTY PSERN EMERGENCY COMMUNICAT 'OWER EXTENSIONLUAI6-000418, ECF, SA -N, Report of Error! Reference source not found. Page 2 of 3 PART ONE: PROJECT DESRIPTION / BACKGROUND The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, and Variance approval and Environmental (SEPA) review for a proposed 25 -foot tower height increase to an existing 150 -foot staffed emergency communications tower located at the King County Office of Emergency Management. The project site is located at 3511 NE 2nd St. APN 162305-9138. The site is 419,918 square feet (9.64 acres) and within the Light Industrial (IL) zoning district. Surrounding land uses and zoning are as follows: Direction Zoning Current Land Use North Light Industrial City of Renton and King County maintenance facilities — Government Facilities East Residential Manufactured Home Sunnydale and Leisure Village Manufactured Home Park Parks — Residential manufactured homes South Resource Conservation Vacant King County owned property. Vegetated critical area, Landslide Hazards with slopes between 40-90 percent. —Vacant West Light industrial/Resource King County maintenance, Liberty Ridge subdivision Conservation/Residential-10 open space/critical area tracts (Landslide Hazards), Liberty Ridge subdivision. Government Facilities and Single -Family Residential. The tower increase is a component of the Puget Sound Emergency Radio Network (PSERN), a King County voter approved system that will update emergency radio networks to increase coverage and capacity. The 25 -foot height increase is needed to accommodate three (3) microwave antennas that will connect to existing towers located on Capitol Hill in Seattle and implement the PSERN. The Federal Aviation Administration issued a Determination of No Hazard to Air Navigation on April 22, 2016. The determination is conditioned that the applicant relocates its existing red light beacon to the top of the proposed extension. The proposed work will occur on the existing tower and within the existing emergency management building. No ground disturbances, vegetation removal, new impervious surfaces, or other improvements outside of the existing building footprint are proposed. The site contains sensitive slopes and is within a Wellhead Protection Zone 2 as identified in the COR mapping database. Sensitive slopes are within the unimproved portions of the property approximately 140 -feet to the north and 240 -feet to east of the existing tower. A geotechnical report identified no landslide or seismic hazards on the subject site. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.210.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: ERC Report City of Renton Department of Community & Economic Development Environmental Review Committee Report ERROR! REFERENCE SOURCE NOT FOU) IG COUNTY PSERN EMERGENCY COMMUNICAT 'OWER EXTENSIONZUA16-0017418, ECF, SA -N, Report of Error! Reference source not found. Page 3 of 3 Issue a DNS with a 14 -day Appeal Period. B. Exhibits Exhibit 1 ERC Report. Exhibit 2 Neighborhood Map Exhibit 3 Site Pian Exhibit 4 Civil Survey Exhibit 5 Existing and Proposed Elevations Exhibit 6 Photosimulations Exhibit 7 FAA Determination of No Hazard to Air Navigation Exhibit S Geotechnical Report Exhibit 9 Advisory Notes to Applicant C. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1. Aesthetics Impacts: The proposed 25 -foot tower extension will result in an overall tower height of 175 -feet. Viewshed impacts from residential areas should be minimal as the location, topography, and vegetation provides screening of the existing tower and proposed extension. Photosimulations provided by the applicant identify view impacts north within the King County and City of Renton facilities area and to the east within the manufactured home park. Significant topographic relief and mature vegetation to the south and west indicate limited viewshed impacts to adjacent areas. The tower extension narrow lattice type construction is unlikely to alter or obstruct any views. The applicant proposes to paint the tower extension and antennas to closely match the existing tower. Mitigation Measures: No further mitigation required. Nexus: Not applicable D. Comments of Reviewing Departments The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant." ✓ Copies of all Review Comments are contained in the Official File and may be attached to this report. The Environmental Determination decision will become final if the decision is not appealed within the 14 -day appeal period (RCW 43.21.C.075(3); WAC 147-11-680). Environmental Determination Appeal Process: Appeals of the environmental determination must be filed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057, on or before 5:00 p.m. an July 11, 2016. RMC 4-8-110 governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall — 711 Floor, (425) 430-6510. ERC Report i I JEFFERSON KIHKI Z' AYE SE r 1„ KIIl 1.1-D .. AVE SE AVE. 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Nz }/ / H ... _ � | m§ r ) § | : ||§§ !�! : ® s ■ | l;l�: F);} ! � � |:|'� A\ ! ■ | = ■ � 2 n •• § | ||§§ ' 3 n � 33 O U Co Co ` EIr�'- mNolo n y C D O Z g 9 _ "fl 3 0 n s� m >1 mo <°p s� i C } m 1 w m Z11 E 4 i g g 9 _ "fl 3 0 n s� m 1 � -� � �i.�yr a ��4 •AT RCECC 3511 NE 2ND STREET, RENTON,WA yt - µsq. pr t ".00 . +t CURRENT VIEW #1 LOOKING SOUTH ON NE 2ND STREET PROPOSED lJM BRADLEY )MAGfNG oc CAMP+ ASSOCIATES § �,/ • �a ��»f] z �» \�� �` - ¥ Mail Processing C --iter Federal Aviation finistration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Issued Date: 04/22/2016 Sean Douglas Puget Sound Emergency Radio Network 401 5th Avenue Suite 0600 Seattle, WA 98104 Aeronautical Study No. 2016-ANM-39-OE Prior Study No. 2003-ANM-2286-OE ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Antenna Tower RCECC Location: Renton, WA Latitude: 47-28-50.30N NAD 83 Longitude: 122-10-15.95W Heights: 343 feet site elevation (SE) 180 feet above ground level (AGL) 523 feet above mean sea level (AMSL) This aeronautical study revealed that the structure would have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft or on the operation of air navigation facilities. Therefore, pursuant to the authority delegated to me, it is hereby determined that the structure would not be a hazard to air navigation provided the following condition(s) is(are) met: As a condition to this Determination, the structure is marked/lighted in accordance with FAA Advisory circular 70/7460-1 L, Obstruction Marking and Lighting, red lights - Chapters 4,5(Red),&12. It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be a -filed any time the project is abandoned or: At least 10 days prior to start of construction (7460-2, Part 1) X_ Within 5 days after the construction reaches its greatest height (7460-2, Part 2) See attachment for additional condition(s) or information. This determination expires on 10/22/2017 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. Exhibit 7 Page 1 of 8 (c) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an � '.cation for a construction permit has [ filed, as required by the FCC, within 6 months of the nate of this determination. In such case, .,.e determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E -FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is subject to review if an interested party files a petition that is received by the FAA on or before May 22, 2016. In the event a petition for review is filed, it must contain a full statement of the basis upon which it is made and be submitted to the Manager, Airspace Policy & Regulation, Federal Aviation Administration, 800 Independence Ave, SW, Room 423, Washington, DC 20591. This determination becomes final on June 01, 2016 unless a petition is timely filed. In which case, this determination will not become final pending disposition of the petition. Interested parties will be notified of the grant of any review. For any questions regarding your petition, please contact Airspace Regulations & ATC Procedures Group via telephone -- 202-267-8783 - or facsimile 202-267-9328. This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. Any failure or malfunction that lasts more than thirty (30) minutes and affects a top light or flashing obstruction light, regardless of its position, should be reported immediately to (877) 487-6867 so a Notice to Airmen (NOTAM) can be issued. As soon as the normal operation is restored, notify the same number. This aeronautical study considered and analyzed the impact on existing and proposed arrival, departure, and en route procedures for aircraft operating under both visual flight rules and instrument flight rules; the impact on all existing and planned public -use airports, military airports and aeronautical facilities; and the cumulative impact resulting from the studied structure when combined with the impact of other existing or proposed structures_ The study disclosed that the described structure would have no substantial adverse effect on air navigation. An account of the study findings, aeronautical objections received by the FAA during the study (if any), and the basis for the FAA's decision in this matter can be found on the following page(s). Page 2 of 8 A copy of this determination will be forwarded to the Federal Communications Commission (FCC) because the structure is subject to their lic 'ng authority. This determination cancels and supersedes prior determinations issued for this structure. If we can be of further assistance, please contact Paul Holmquist, at (425) 227-2625. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2016-ANM-39-OE. Signature Control No: 277044400-289514660 Mike Helvey Manager, Obstruction Evaluation Group Attachment(s) Additional Information Frequency Data Map(s) cc: FCC Page 3 of 8 (DNH) Additional information for ASN 2016-ANM-39-OE Aeronautical Study Number 2-.6-ANM-39-OE Abbreviations AGL - above ground level MSL - mean sea level RWY - runway VFR - visual flight rules IFR - instrument flight rules nm - nautical mile Part 77 - Title 14 Code of Federal Regulations (CFR) Part 77, Objects Affecting Navigable Airspace 1. LOCATION OF PROPOSED CONSTRUCTION This proposal is to add 30 feet to an existing antenna tower, increasing its height to 343 feet MSL (180 feet AGL). It is located at 3511 NE 2nd St, Renton, WA and is approximately 10,927 feet (1.8 nm) west of the RWY 34 threshold at Renton Airport (RNT), WA. The RNT airport elevation is 32 feet MSL. 2. OBSTRUCTION STANDARDS EXCEEDED The structure is identified as an obstruction under the following Part 77 standard: Section 77.19(b): The surface of a takeoff and landing area of an airport or any imaginary surface established under 77.17, 77.19, or 77.23. This structure would exceed the RNT conical surface by 298 feet. Terrain in the vicinity exceeds RNT conical surface by 118 feet. 3. EFFECT ON AERONAUTICAL OPERATIONS a. The impact on arrival, departure, and en route procedures for aircraft operating under VFR: The proposed antenna tower would exceed the RNT Part 77 conical surface by 298 feet. b. The impact on arrival, departure, and en route procedures for aircraft operating under IFR: None. c. The impact on all planned public -use airports and aeronautical facilities: None. d. The cumulative impact resulting from the proposed construction or alteration of a structure when combined with the impact of other existing or proposed structures: None. 4. CIRCULATION AND COMMENTS RECEIVED The proposal was circulated for public comment on 11 February, 2016. The public comment period ended on 19 March, 2016, and one response was received as of that date. A representative for American Airlines Operations Engineering responded with no impact to their operations. The FAA concurs with the comment. 5. DETERMINATION - NO HAZARD TO AIR NAVIGATION It is determined that the proposed construction would not have a substantial adverse effect on the safe and efficient use of navigable airspace by aircraft. 6. BASIS FOR DECISION Part 77 establishes standards for determining obstructions to air navigation. A structure that exceeds one or more of these standards is presumed to be a hazard to air navigation unless the obstruction evaluation study determines otherwise. Just because a proposed structure exceeds a Part 77 surface does not automatically make it a hazard. In this case, the antenna tower would exceed the RNT Part 77 conical surface by 298 feet. Page 4 of 8 However, there are no effects on instrument procedures at RNT, and no VFR issues were raised during the public comment process. Th -orporation of obstruction lighting w' itigate the Part 77 conical surface penetration by making the ant....na tower more visible to pilots. Page 5 of 8 Frequency Data for ASN 2016-ANM-39-OE LOW HIGH FREQUENCY FREQUENCY FREQUENCY UNIT ERP GHz Page 6 of 8 ERP UNIT W TOPO Map for ASN 2016-ANM-39-OE Page 7 of 8 Sectional Map for ASN 2016-ANM-39-OE • X82 7 1► d 7"5 ( '�)(44 bid s 937)--.., ` B LLEVUE � 7z .i, 0 � BoEIN��1 KING ��C42 IN;TL�(BF1) 1-70.5 ii J 1 18. 3 % I ^TIS 1.27.415 r -� 25 UBURN (S50) I'.. L134 122.8.1 RP 16 NOTAMs/Di `r`Class D of �1 1,00 w REIVT(DN 353,RNT = i -war 0-i 1 Uti4Q r Mai VaII 589 a�1►'` (230) CREST (S � O 7�' L 33..1{x: �Z hr I 1e NYr F .__M.141"imp, r Page 8 of 8 .RENT 100 RE C3N-RNT., 20 MCC - CT- i2a t ATI S 125.95 4 32 L 54 122.9 RP 34 10 1 0 KENT 30 UBURN (S50) I'.. L134 122.8.1 RP 16 NOTAMs/Di `r`Class D of �1 1,00 w REIVT(DN 353,RNT = i -war 0-i 1 Uti4Q r Mai VaII 589 a�1►'` (230) CREST (S � O 7�' L 33..1{x: �Z hr I 1e NYr F .__M.141"imp, r Page 8 of 8 J2 1: 05PM ----!-FISERJET 321 P•2 GECM','CEM4tAL RMRT DING COUNTY IM F.GloNAL coNMIMCATIONS AM 11 ",,GML-v ceo3mMATION CENTER IWM DN, WASMGWP( HWA I $rojed No. 99075-201 14 2001 Preparedfor Architects mi . .1 "k. ­ "'p, '.: ., �-. APPENDIX A Exhibit 8 , , ,2 1:05PM F}P_-? RSERJET 3200 .r2 1: OSPM 4P.--!,RSERJET 3200 } T. 1.0 DMODUCTION .......... _..I .............. 1.2 PwjEcrDEscR1PnoN..__.._._, 2,O SITE COMMONS SMACE CormrrlONs .__....._. 2.2 SuzswAcE CoNnmoNS,_». 2.2.1 General Geologic C( 2.12 Site .Soft Conditim 2.2.3 Ground Water Coad 3.0 CONCLUSIONS AND RECOMME 3.1 GmmLAL.......___._._.............. 3.2 SrrE EARmwom REco 3.2.1 Subgrade Preparation 3.2.2 Structural FB! Mater 3.2.3 Wet Weather Earth% 3.3 SmucTURAL PAVFI►=T DESI 3.4 FouNDATm SUPPORT....».,..., 3.4.1 Seismic Consideratic 3.4.2 Spread Footings for ] 3.43 Conor m Slabs-oalp 3.4.4 Communications Toi 3.4.5 Sballaw Piers for Lai 3.5 RErAngjNo WAu Arm' LATm 3.5.1 Buried Concrete Wal 3.52 Gabian Wails ..««.._. 3.6 ST Rm WATER MANAamvaaNT 3.7 UrmEMOc w UTZIxm »«.» 3.7.1 Tewporairy Unsuppm 3.7:2 Pipe Bedding and Ba 3:8 .CONTD vl M CmmcmacAI, S 4.8 LIMITATIONS.» ............._.................. LuTo>rTestas Table 1: Reoom>vaendedPavement Seri Table 2: Seismic Coeffmients for 1997 Table 3: Spic Coeffidents for IBC Table 4: R,ocotnmended SoE Input Par P-4 OF CONTEMPTS .......................... ........... ...... «.».......__. ............................... »»...»....._.......__..».««.,1 .................... ►AVONS..... .......... far New Pavements .................:.«..»....»..5 elsaad Gampactioa«...........«....«.,.__.....«...5 irk_.__.......,..,.«..........._....._.,....,_.,_,_,_,.......6 N ......... ......... ...........« «».........._._......,6 uildi><ag Support.«...»_......................«._..,._9 r Sup1ma.,......... .........�........,.......«........_10 al Load Resistance..............._«....,..»_......12 EARTH PFamsTJRE ComwERATIONs .«......12 ..... ......»_......12 ,........................., _,...........13 Eel/�..�:�...«..»:.»................:...«............,...««..,yIS _ ........r.« ................_.,.......«_...«.»...___ 1T '. Code Based Evacuations .._.»_._._..__........»..... 8 Code Based Evalrratiatt._..._,__,....,,...»..�....,,... 9 ms for LPILE Anwyscs* .».».«..........»»...._._ Y 1 I .:2 1: 65PM HP_ LASERJET 3200 Table of Cont is (Continued) LLsT or F'rGUIM (FOLLOW IG Tom'} Figam 1. Vicinity Map Fig= 2. Sit and Explorsdon Plea Fig= 3. Cross Section AW Figure 4. Com Simon B -B' .. Figure S. CIM section CSC Figure 6. SiWmape Plan and Prof ie Figura 7. Coot= Mpp, Top of F,�ag DrifllTlll ; Figore 8. 1997 UBC Zone 3 and 2444 IDC IR F%=9. Commxmicsf= Tower Fatmdado =POOW Spectra n Allowably Co sive and Upf Capacities Aim A—A Appendii� - iUM Exploration Figure A-1. Legend of Trams and used on E* ons Figures A 2 —A-9. Ings of Barings $H-1 ft0u& BH-$ A—B App���ir,�, Tag Figaro B-1— B-3. Grain Size Diftibu thio I Cur vas H P.5 J,2 1: 05PM 1.1 Gam. HP..--t_gSERJE7 3200 .} I TONG COUNTY EMRGENCY CO RENrror4 1.0 EWA Gw5cimuces Inc. (HWA) compietad a King Courcy Regional Communications and Renton, WOsbingtan. The project is located i Avenue NE, south of the City of Renton Publ Figure 1. The purpose of the study was to exp caaditions and to provide PS&E level recomr the pwjcct. This rgxmt xm$ects the recaps of conclusions fear tba PmjL Our work on this pmjed was performed in ac and fit; December 22, 2000, propose proceed with the work outlined in our Octobe at a project team ==ft on November 29,1 December 23, 1999, after the project was put cost estimate dated December 22, 2000 (refle cmgpleted before the stop work order). Dar l labaaatary testing, geotmchnical evaluadon. of gehnical reoomatiims fair pavement des", -of sate itluaDim foundation suppoxt, considerations, domwatcr managenaemt Cmfi Authorizatiaa to proceed was ptovi&d in the W. Timothy Spa�maa of Hewitt Axchitects, i 1.2 PRoj= D$scwn0N Our uaderstatcd"urg of the prc j cct is based on review of schematic design plans. We undo mcao==date a full-time regional comnn=c eoordiaatlon cet►ter fmrtemporary manage= The proposed facility will consist of a single walls, and will occupy a footprint of approxi CAL REPORT IAL COMMUMCAMNS CD WVAMN CElK7.'Sii ASH�iGTOi�I - cotical study in support of the proposed msrgemcy Coordination Center (RCECC) im the vicinity of2`4 Avenge NE and-Momne : W Facility, as Mc ded on are and evaluate: the a face and subsurface nidations perming to geotecal aspects of ur explamdons, analyses, results, gad nrdanc a with our odgmal, OctAber 4, 1999, toMewitt Architects. Verbal sudwrization to 4, 1999 proposal was given by 7olm Aidredge i9. We Vera notified to stop wank ort a hold. We submitted an updated scope and in the xcma ning gcot=hnical sas mnot )rk scope included gcotecbrdc al w1orations, *g m& conditions, and PS&E leve l nitons; site vz&g and d ra=p, saismic tainih wells abd lateral ear&piessudt'c . - =bon) facilities, and tmde rVound W ibm wmof a siM contest; a xxecuwd by ted Match 21, 2001.. :cussions w& dcAga tram members, and nd the proposed RCECC facility will ons staff as well as an emergency of emergency response and . ny, steel fra w building with con avbe shear tmly 34,000 square feect. The facility will P.S :Y2 1: OSPM HP--A,flSERJET 32010 - P.7 August 16, 2001 HWAPmojectNo. 99075 201 include an approximately 180 -foot bigb cc .building. As the facility is expected to be as as earthguaka,-design critmia have beer regi iret�t TU project includes approxhmtely 1,500 paved dr vuvmylaccess roads, and about 9 Sto=watar will be managed by we of hd tt Storax Dater MartagemerO M=zd Fa approxiraet+elq 2.50 -foot long rock -filled g part o'sita - 2.0 2.I SuRFAcz CONDMONS The proposed site is located within. the Cil Monme Ave NE, southeast of the County was used as tank testing grounds during V Road Services Division as a storage and p although the sou&ern portion ofthe site is that descends t+0 the Cedar River to do Sof (hoHzontaL-=flcal). Much of the site is i su Ace, reportedly bunt for tactic traffic, ci the City of Renton yard. 'Iix= am also se historical aerial photogrvhs indicate accomplished since 1936. It is our ua canstnicted, prestumablyusing wdve 2.2 SUBMWAM CONDMvNs 2.2.1 General Geologic Condit3one Ckral Volo& data far the pmjed area Q anSfe, Kft Caurtty, WadjhWon (i+ is mmlarlain by deposits of glacial recessi( averlyinS gluey crosoUdated drfils ant and moraines typically consist of loose to content which were deposited. by =r1tw: 'The uaderlying glacial drift and till is ver. .with vazying amounts of zmvd, cobbles a tower located within 30 feet of the pccational following a regional emergency, such established to meet this serviceability meal feet (approximately 25,000 square facet) of ,000 square feet of paved parking areas_ muton ponds to be designed in. acca danw with Wastern WashhWgn ('Ecology, 20W1 An Aon basket wall (gabion wall) is also plammed. as CONDMONS of Renton, in the vicinity of 2"4 Ave NE and aburnance, f ilities. We und=stK d that dw site rld. War IL and is =rwtly usa by King Cody at -striping test arca the site is relatively fl;e, he crest ofan approximately 250 -foot high slope L The slope is incliued approximately odcd and heavily vegetated. A paved roadway : through the site and connects the County yard to -ml gravel foot path acrvas the site. xwsidemble re -grading of the sate bas been =ding that tank trails and embankments were as fill. xras obtained from the Gwkgfc Map 07Ae ReMan :ullineawc,1 %5). This map indicates that the site md outwash and ground rnomine deposits, tills. The upper Post Vashan recessional Outwash nedium dense sands and gravels with variable silt ter streams —anafm from a retreating glad=. dense and is typically =4*sed of sands and silts A bouldem 9%75.201a.doc 1 2 HWA GAoS Ilr. J2 1: OGPM HP... -4; ASERJET 3200 P.8 f f August 16, 2001 HWA ProjectNo. 99075-201 2.2.2 Site Soil Conditions Sort conditions across the RCECC site wen through BH 5, to depths ranging from 45 t excavating 17 test pits to doptbs ranging fi approximate -location of each in*ration i Figure 2. Except as -noted on Figure 6, all the dat= used by Symonds Conmd=g Fa 'survey. Details of the field exploration;m 'pry in Appendix A. Our mterpretati Sections A-A'tiunugh C -C' onFigures 31 revealed in our explorations indicate that f recessional omwash overlying glacially co described below: Fill: Fill was encountered in borings BH 1 through TPA and TP -12 tbrough TP -1 S. 1 and composed of gravelly sand to sandy gr, organic debris or waste. With t1u exceptia extended to depths ranging fmm I % feet to BH -1 was located 4 to previoesiy-ct about I2 feet of test pit barl¢rll. The comp sods and may bava been derived from arca anticipated to cdu'bit moderate to high pen Recesiousl Outwash: Recessional out gmunnd stufm or diready beneath M. i medium dense and composed of clean to silty gravel with variable sand and 9t cc recessional ouwash. The recessional. ou pasenL.1be glacial a4wash sails we an arid moderate to low compressibs7ity. Ghteial DriftTM Glacial drift and/or gI below the recessional outwasb. The glari sand vd1h vamble gravel content or b=d Glacial driNtill contains cobbles and boa and c6iibits low permasbility and bw col Advance Ouatwash: Advance outwash vm the borings, except of BH -4 The advance gxanrel% sometimes with trace ski •Comte. explored by drilling 5 borings, designated BH -1 51 feet beneath the gnmd surface, and nx 7 to 13 feet below grmmd sur&ce. 11m iudi rated on the Site and Exploration Plan, ovations in this report are based on NAVD 1988, �nccrs for the recent site and topographical xam and logs of the borings and test pits ars I of subsurface conditions is depicted in Cross robo 5, respectively. Sabsurfte conditions project site is undcrLain.by deposits of fill and *IidaRcd soils. Each of Use sol units is BH -4 and BH -5 and in test pits TP -2; TR4 to fill was generally very loose to medium dense rel with variable sdt cote nts, and occasional of BH -1, tate fill encountered is the explorations E feet below the exists ground surface. Boring avated test pit TP -b, and as such, encountered sition oftbe fill is simil to that bfthe eve soils from the area. The fill soils axe ity, and moderate to low compressibility. h was encouatmd in all borings either at the glacial outwash encoumte:red was generally Y sand with variable gravel =aftat and clean to aL Occasional cobbles wave encomatemd in the sh coarsens with depth and bould s may be patbd to =Jul it moderate tQ high permeability; W till was enocuntered let 0 of the borings, dditftill is qpkWly comprised ofvery dense silty It with variable sad and gravel content, The xs. The glacial dafiltill is glacially comsolidate:d, =''briny. It should be considered an aqui ted.. encountered below the ghdW driftftill in ail of utwash is typically composed of clean sands and It contains cobbles and may contmn bouWem 9$M201aA:c 1 3 HWAGFOSC ECONM �2 1 : 07PM HP.-LHSERJE7 32DO August 16, 2001 HwA Project No. 99075201 The glacial outwash sails me anticipated to compressibility_ 2.23 Ground Water Co#sMoas - Ground water was encountered in all of the below the existing gioand std e. Graumd Crotmd water Ievds are expected to vary de precipitation, and other factors. 3.4 CONCLUSIONS AND 3.1 GEURAL The results of out stu&as indicate that the; site o veneer of loose io medium dense fill of vmyiag m our explorations located withia the proposed coinpressibility of the fill matmial is variable az settlement when loaded by founda&ns or now i excaystioa and re -compaction of fill material w Kraits and depth of over-excavadon should be en&ca at the thm of construcfim A bid item should be included in the contract. Over-e=&M rephwaaeut and ro4ompaction as structural fill removed. Spic ncaummendatians for site es Paveoient design rec adations are greseau moderate to high permeability, and. tow ;s, at depths ranghtg from 24 to 47 fieet was not mcountered m any of the test pits. ig on the tfim of year, amount of he proposed RCECC is underlain by a rpth. About 4 feet of fill was encounatered WAing fooigrinL The strength and the fill may experience differential - L The efore, we rccammend over - Lin the building footprint. The specific tenmhaed in tho field by the •geote dmical �r over -excavation and x+e-con on ;d materials should has generally suitable far provided all =suitable materials are mock are presented in Section 3..2. in Section 3.3. The RCECC buildiag cm be foumded an Mwead footings bearing on pmloly prepgred structural SII, or onnadve recessional outwash. The rem. tower should be rued on dueled, crost is -place: fouadw$oms as auger cast pills orddU-ed sWfts Fouadaiion support rocamme dstiaas, ' scim, ^ design c sid raticros, an p in Section 3.4. ReoMmendations for design of eta'wing walls and below -grade structures arc presented in Section 3.5. Starmwater management consideratiants, Section 3.6. Recammeadatiow for uode€ in Section 3.7, and recommendatiaas for section 3.8. 99075-201a.dw ag design itffitradon rates are presented in E utility dermm andd consumdon are pre:saded ung geotechnical services are prerscnted in H VA GO4S[ OMM INC. p.9 1 .2 1:07PM HP::-4WSER3ET 3200 P.10 August 16, 2001 14WA Project No_ 9075-201 3.2 SUE 3.2.1 Subgrade Preparation for New Suck preparation in the pavement are vegetation and other deleterious material. die. exposed subgrade soils should be pm observation of the geotechnical engineer. appraxiamabeiq 12 incbes apart; should be iaafar cation needed for the assessment of beaftg-strd= Any soil yielddag areas Cincluding best pit baekfiil.) should be ova sftu:fx� fill. After the subgrade has been evaluated as de should be compacted to at least 95 percent test method ASTM D 1557 (ArIndified Proc raquiremeat or display deflection under wi conditioned or replaced as necessary, and ri 3.3.2 StritdmW Fill Materials and For the purpose oftids report, any material to be paved is defined as structural fill. Str draining seed and gravel free from organic Gravel Borrow or Select Borrow, as desc the WSDGT Stc%*rd Spec*afions. In g+ areas should be suitable for reuse as st ruct deleWous metmialm- and the oversize matt use of oar -site materials as stnicbuxal fill she on a case by case basis. If carthworlt is per in wet c onditiom, the Atuctural'IM should , Pet Weather Ear&wa* section of this rem M m - W fill soils should be placed in loon and compacted to a dense and unyielding cc dry density, as determined using test nwdu c of placements the maisb re c=iera of the st= optimum. The procedure to Achieve the Ape the size and type of compacting equipment, being coMWbed, and certain soil p vpertles eompacdon equipment consist of a Ifl toe (: hould begin with the removal of all topsoil, Iowimg removal of existing ssmfiaial materia]s; Med with a fully -loaded dump Bruck cordes the cce=ve passes oftha damp tru* spaced le. Such proof*rolling will provide visual . subgmde and evaluation of its acceptability as a at fled du¢iag the proof -rolling process cavated and backfilled with properly compacted :'bed above, the upper 6 laches of material the maxim = dry dcnsity, as determined by ;). Disturbed arcus that do not meet this :1 ioadiugs; sbouM be =avated, moi ced within builydiag footprints or below areas anal fll abould consist ofaeladvely clean, fcae- tier or otlur deleterious materials, such as in Section 9-83.14(1) and (2), respectively, of jai, the on-site sails within aver-Mav fill provided that the organic and other s (greatwtimn 6 fixi a) are removed. The be approved by the geotechnical consultant ned during• d-.pedods of f wet wtaother or forts to the recontmeniLatiolis presented in the herizont al lifts less than 8 inches in thiclmess x1ition, and at loW 95 p=ent of the ASTM D 1557 (Modified Proctor)., At the time fill soils should be within 3 percent of ed minb nsm rclative compaction depends on is num*= of passes, tbidmess of &a layer For this project, we recora aead the afinum static weight) victory roller_ 95�'J''�,2Qla.doc I 5 $�IrA Q�OS�NCI:S�1C. 2 1:07PM HP,A—F1SERJE7 3200 P 11 August 16, 2001 KWA PInied No. 99075 201 Wbea the fit fill is placed in a given} area, and ytime ttie type of fill material changes, the area should be considered a test section. The tW section should be used to establish fill placement and compaction procedures aired eve proper compaction. The . • ico" geoteciunical consultant should observe g pacbion of 8ie test section to assist in establishing an a�opdate compaction proce e. Once apla and compecdon Vrocedurs is wtablished. flee ao Wes; pros should be monitored and periodic density tab should be performed to verify #Etat paper mpadion is befog achieval. 3,2,3 Wet Weather EarthwOrk U earthwork is to be performed or 0 is to be ph cod in wet weather or under wet editions, the following recommendations should be incm orated min the eoutz= specifications. Eat*work should be a ccomplisw in awn sect Ons to I€]iIII m= expoa= to wet wcad r. Fxcavafion or *e removal of unsuitable soil she dd be followed promptly by tke plwcm=t and duction of a suitable thickness of clean fill. The size and type of construction =p4ment used should be limited tc prevent sod disturbaaca; • Material uged as suuchwal fill should consist of clean, granular soil, containing less than 5 percent by dry weight passing the U.. Standard. No. 200 sieve, based on wet sieving the fraction passing the'!.-�ch siev L The flues should be non -plastic. Note, tbese arc additional restrictions on stractaral fill mateiials, "bed in Section 3.2.2; • The grotmd since vAdfn ft consh:uctioa area should be graded to promote rumef£ ofFrecipitation, and to prevent Wtf a from ponding; • No soil should be left umc cnpacwd so it es i absorb water. The ground sine within tine construction area should be seale d by a smooth dn= vibratory roller or equivalent. Soils which become too wet compaction should be removed and rq*wed V th clean gramular matmdals, r ' Excavation and placcmeat offill should be observed by the geotechnical coasaltaat to vary that all unsuitable materials are re noved and suitable compaction and ante drainage is a.cbieved; and ;" Saks of stmwSO&Or geoiextile silt fences ouuld be strategically located to control aroaica 33 SnWCTURAL PAVEMENT DEMGN Subgrade for pervern at areas should be in eacoxdaace with Secfm 3.2.1. it is our understunding tbst the faaility wM not experienc e high or heavy voles traffic. Therefore, we recommend the use of a flexible (wphaWc c ) payment section. -.1 VeNT.-T-777"777, PT .2 1: 07PM HP.-j-nSERJET 3200 p.12 August 16, 2001 HWA Project No. 99075-201 For light traffic and pa ssapger vehicle parkin mon consist of at least 3 inches of ACP of (CSBC). In azcas that may be loaded with b or garbage collection furors, and in area wit; recommend at Least 4 inches of ACP over 6 i Table 1: areas, we recommend the fleza'ble pavement x 4 inches of crushed Midwmg baso roue ivy vehicles, such as delivery vans, media vans, re vebieles may be tt¢ning at slow speeds we rhes of CSBC, Pavement $ecdona ATB: AspW Tnaud Baste WWOT SW dwd CSBC: cn sw Sum Bmx Cnuese, OMPO VISI t` Wnhing s sues DgWU Ut of TrM M bftmkipsi Cin. 3A FouND=oN St]pp wr 3.4.1 Seismic Considerations 3.4.1.1 Co"med Bedgn We understand flud the RCECC will be desil Uni = Building Coda (TIBC 1997). Howe that.tbe bull ft -g remain Baal, Wowing based objectives will b,e used in The performance based arteria are similar Building Code (iBQ 2000 (ICC 2000). The tem tifdefniag and gcut *ing se+smic ba to achieve specific perfomaaace objective& , consistent wifit both the 1997 UBC and the f As s minimum, we mended the for conditions tbat we coasistant with be used for 1997 UBC Code based ev, mon, 4 -ft 9-03.6 o 05% ohm dry densky pwASIM D-1537. Aa. 2M SMmLo d Spa Mcmfic : for Roa4 t3ridm mad ted to meet the requircmentsof the 1997 or, we further understand tint it is ianperative i large eatftpakc in.** agim Awmlin*, the seismic desiSo of the structme. o tbose that are contained in the b2cmadonil. BC 2000 rollmls fw cuntsit state of the art in 3rd on a nsficid level and dedping bmldnngs .ccordingly, ea&gnake design criteria C 2004 are provided. be designed in accntdance with the' 1997 UBC zone 3. -Recommended seismic coefficient to t consisO=with zone 3 _aro prcs=otod below. 9sm3-201r.doc . 1 7 HVA CM&Mtca br- Lim Vehicle Hayy Vehide Ann WSD T pwidas Standard Rw=zn AvdD Mia. Thiclmess 1i11ic1�s esign bIbL R dad. Mm.'naclmess Thidm Dwcnp&n m Old=) OWICS) [mdru) ss CWChW) i atrial ACF, Gass B 3 2 4 3 9-03.$ .ATB 0 3 0 3 4-06,9-03.5 CSBC 4 0 6 3 9-03.9(3) ATB: AspW Tnaud Baste WWOT SW dwd CSBC: cn sw Sum Bmx Cnuese, OMPO VISI t` Wnhing s sues DgWU Ut of TrM M bftmkipsi Cin. 3A FouND=oN St]pp wr 3.4.1 Seismic Considerations 3.4.1.1 Co"med Bedgn We understand flud the RCECC will be desil Uni = Building Coda (TIBC 1997). Howe that.tbe bull ft -g remain Baal, Wowing based objectives will b,e used in The performance based arteria are similar Building Code (iBQ 2000 (ICC 2000). The tem tifdefniag and gcut *ing se+smic ba to achieve specific perfomaaace objective& , consistent wifit both the 1997 UBC and the f As s minimum, we mended the for conditions tbat we coasistant with be used for 1997 UBC Code based ev, mon, 4 -ft 9-03.6 o 05% ohm dry densky pwASIM D-1537. Aa. 2M SMmLo d Spa Mcmfic : for Roa4 t3ridm mad ted to meet the requircmentsof the 1997 or, we further understand tint it is ianperative i large eatftpakc in.** agim Awmlin*, the seismic desiSo of the structme. o tbose that are contained in the b2cmadonil. BC 2000 rollmls fw cuntsit state of the art in 3rd on a nsficid level and dedping bmldnngs .ccordingly, ea&gnake design criteria C 2004 are provided. be designed in accntdance with the' 1997 UBC zone 3. -Recommended seismic coefficient to t consisO=with zone 3 _aro prcs=otod below. 9sm3-201r.doc . 1 7 HVA CM&Mtca br- 1: 08PM LIP- l-.RSERJET 3200 — 1 i August 16, 2001 HWA Project No. 99075.201 Table 2: Seismic Coefficients for 1197 UBC Code Based Evaluations Seismic Soil Seismic Sic Co=ol Control Zone Profile Coefficient, efficicat, Period, Perioti, speewControl R*4mw Type Ca C„ TO Ts 3 Sr, 0.36 0-54 0.12 0.60 In addition to the 1997 UBC code design be evaluated for on immediate occupancy Gmup III as defined in IBC 2000. The seismic ground motion procedure contains Considered Earthquake (MCE) with a 2 percent (J.a rewmence interval of approximately 2500 much longer flan that used for the 1997 UBC (i are scaled to two-thirds of the Tomdmum gro= motions for the MCE in thz IBC 2000 are link* efforts that have been conducted by the United ('Frankel, et a1.,1998)- Table 3 presents seismic Procedure dcwn')ed in Section 1615.1 of IBC 2 side caffiei=pr= d in Tablcs2 wd 3 ace Table 3: Sebe de Caeffieieuts for we mAerTtmd that the building will aMective consistent with Seismic Use in IBC 2000 is based upon a Maximum probability of exceedance in 50 yem cars). Although this recuaence interval is e. 500 yeam), the IBC 2000 design motions motions developed for the MCE. Csround to probdaTsdo eattirgvakc i Fa rd mapping tales Geological Survey caefficicats for use with the General 100. Response s =ft coaespondiag to the iu Figam S. 2000 Code Based Evaluation 3A.= Seismic Haxaxds The site is ply to experience .significant d ruputce, landsll&ig, or litgaefaction. rupture associated with faulting became there the sibe. Tho she is unlikely to wgmdem ce sip ificant I Iandsliides been a of the setback distance of slope bdgbt. As illustrated on the Site/Slope Iscements resniting from either ground site is uaMcdy to exped=e Swund no known active faulu within 5 miles of cementsrelated to eartbquak.o induced - bailTmg from the slope compared with the n and Profile, Figure 6, the building is set 49075-201o.doe $ HWA GE SCM CM DNC lip She PGA spectmi Accaletat= Specht Acadcn tionis speewControl R*4mw PaiiOds am (R) at 02=ra (g) at 2.0sea. (0 p ss Sl F F. iia $M To T. D 0.", 137 0.48 '' - . 1. ].52 ' 0.91, 4.4$ 6.1.1 or 3A.= Seismic Haxaxds The site is ply to experience .significant d ruputce, landsll&ig, or litgaefaction. rupture associated with faulting became there the sibe. Tho she is unlikely to wgmdem ce sip ificant I Iandsliides been a of the setback distance of slope bdgbt. As illustrated on the Site/Slope Iscements resniting from either ground site is uaMcdy to exped=e Swund no known active faulu within 5 miles of cementsrelated to eartbquak.o induced - bailTmg from the slope compared with the n and Profile, Figure 6, the building is set 49075-201o.doe $ HWA GE SCM CM DNC 1: OOPM 14P_ -1 RSERJET 3200p. 14 ^i August 16, 2001 KWA Project No. 99075.201 back appro2dmately 354 feet from the crest of about 300 Feet high- Note the base map for Fi survey by King County, which used NGVD i Soil liquefimdon iyplcally occurs in loose, sate to high levels of earthquake shaking. We eve] stress approach (Seed and Idriss,1971) which initiate soil liquefaction to the cyclic shear stir cyclic shear stenos required to =i liquemctb which relate the density (as determined is the (determined based on laboratory rndlor visual The equivalent cyclic shear stress is detenniae MWke• For our liquefaction sasceptit ility analyses, peak ground acmIera tion (PGA) of 043g. MCE (0.6V- The design response spectra on 2/3 of the maaanuma response spectra vvi approach conssomt with the intent of the 2( The results of our analyses indicate that some outu+vash soih may experience limited liqua& BK -2 (located is *a vicinity of the commnai( mc&um dense, saturated, sandy gravel loca#t elevation 308 to 31:3) could potmWmlly LiVf7 because ofthe sipfficavt depth and limited d building site, it is our opinim that there is a is 11welore, we consider that ground surface ' . rCprC9Cnt �_I�"S'l� �de1'StT[�rf �4T thL4 �]fl 3.4.2 Spread Fe Whi s for Building It is andcipaied that a madow for spread aux unconsolidated fill and ua&shzbcd recessions arplorations indicate 6A *e tluckn= of loon footprint may vary from 4 to about 4 feet. We removed Amm hmeath the bu Udmg footprint m fouandadon cmavatian, or, that the footings eat native recessional outwasb. Any Loose or umcc excavations for € r mdations should be ovc -m for structcaal IM as desc Ied in Section 3.2.2. slope, and the slope height is less tb= 6 is based on an earlier topographic as the vertical dome. cued scuds and gmvds subjected to moderate ted liquefichon potentud using the cyclic amperes the cyclic shear stress required to induced by &a design earthquake. Tine is eydronted based on empirical carves Ad with penetration testing) and Saes content an al tesaagj of tae soils being analyze& based on the magnitude of the design asxnmed a magnitude 7.5 earthqualue with is 213 of the FGA sssociated whiz the aes detrnaiued using the 2000 IBC are basad delved for the MCE. We consider this IBC. 'tide satuuated portions ofthe rccessional: 3nu mler the design eardtquake: For boring isms tower), our analyses indicate that the 4 to 35 feet below the pmmd suzfaac (or )der the design esrtl>qual e. However, knew of susceptible soils bcnesrh the potential for ground movement due to soil laaWdiag and liquefaction do riot 'strip A*t1up will expose both.1kx= ash at the bearing elevation. Our usconsWidated fill beneath the building recommend that either -all fill material be replacxd with strdctusai Exit price to through the fill and bear on uundina rbed, ' 7cr. mate€ials awounteered in d re-compected to the. requiremeaxmWmend the geobcehnical engineer 99075-2Qla.doc . 19 !. .-7, --7 1: ❑GPM HP. •! nSERJET 320CI Angust 16, 2001 HWA Project No. 99075-341 observe footing excavation to ensm that a determine the depth and lateral limits of ov over -excavation and re -compaction be bid i All exterior footings should be founded at J VI* intaicrfootings may be founded $Y slabs. Contimiouus (strip) spread footings s] square or rectu� gwmd.footings sham mon. For isolated or conEmuam spn brag on rmdistmbed, native sau�s, or re -e active soils, a maxima allowable bearing may be used to PoporfiM the &undations. PaesstaV may be increased by 113 for start i seismic loading: It is a ficipated that a majority of settlement WNW- Assuming comtmetion is accompli fotamdation loads S=ipat4 we estimate tol %4 inch or lass and difflarential settlememts be �4 inch or less. 3.43 Conersts 3lAx-on-grade Where slabs are designed as beams on an ela assumed to have a modulus of subgradee me Combe slabs -an -grade should be underlain pea gravel to act as a. capillary moist me btml placed between the capillary moisttae break a 2 -inch layer of clean sand over the vapor b 3.4,4 Com xwdi:s ons Tovrec$ppport Design Considerations: The pmposed tower 'the location-ofbcring SH 2.' We tmderomd wd shear loads are .6201dps,' tower leg (Howard Bmton, email eonaspond of the andc4x"d loads, we recommend that 3 foundations such as chilled shafts or anger -ca cast piles are likely to be more economical tau Rum cast pile at each tower leg well not prop rest the above design loads. A group of aui strucdaal pile rag at each leg may be ntiliztd liable bearing stratum is exposed and to excavation required. We recc mrneud t& - a tmit cost basis. ;t 19 inches below the lowest adjacent famished irnum of 12 ino m below tk top of adjacent dd be a minim= of -19 inches wide. Tiaolatwd e $ minimum of 30 inches wide in the least footings of the above mmiamm dimensions, vacted stiucE" fill ph ctid over.unctorbed =we of 5,000 pounds per square foot (ps#) ie recommended mwChum allowable ung n traAsient conditions such as wind and LU occur during constmOlon as the loads are -d as recommended herein, and for the seitiements of mat or -spread foundations of peen two adjacent load4=ing camponcnts of M &undadon, the compelled subgrade Mai+ be a of 150 pounds per cubic hath (poi). a minimum of 4 inches of washed 318 A vapor barriser such as ANaeea shoWd be i the concrete stab. It xmty be helpful to place icr to aid in uniform concrete cuwtg. _ lection is indicted on Figure 2, cad is n= hot the FdingoaY design ups wog 23 kips, and 96 Dips, respectively, at eamh . e). Based on our analyses and tin magnitude oanummicatiew tower be supported on deep pies. In ourOIXMort, 24 -tach diameter auger drilled shafts. Howavar, a single 2,Vmch de sufficient wive or uplift capacity to cast piles or drilled shafts st44xwting a in #his amr- If a group of auger cast piles or 99073-20ta.aoc 1 10 E WAdEOSaDEMr- P. 15 1:OSPM HP_..(_RSERJET 3200 I August 16, 2001 F- HWA ftiect No. 99075-201 drilled shafts is designed to support each of4 shaft diamctmr,mentmd omdar to - Allowable comp¢esslve and uplift capacities enSer-cast piles, ad 3-, 4-, and 6 -foot du= presented include a factor of safety 3. The c, f u e imy be increased by up to ddrty:perce loads, such as earthquakes. We reEommbw i loads. We recommend the tDwcr foeuuMons be beneath the editing ground w rface (Le. f deeper). Provided the shafts are propoitc shopid be 14 inch or less. Diff'ercaW sett should be Y4 inch or less. Lateral Ioads and bending moments mitt the struchuzI capacity ofthe foundation el= of a deep foundation, or a group of deep fora an variables including the type and geometry location ofr9b&1Qn9 steel, pile bead fixity c foun+dadan 01=cat(s), sail conditions, and of analyses for the paged foundation type(s). canduatad using the c=puterprogram LPIU dltear, end bending moment, as functions of sl conducted by otberst we recommend the follo Table 4: Recommended Sail Inp - Effectiva . Deptlf SoilModd-far unit'%rei& R LPILB ' KEED 040 Uasaturiftd 120 30-40 ' I Saturated Sand 58 4048 L SmMed Sand 68 40+ L.Sawmted Sand 1 63 Tbue Yibm =mme sbaftS ale spaced at !Cass $ diet at regwmd, EWA d mWd be contacted to prwaed . Constracdon Considerations: Mye on,.&e fel to caving, and temporary casing may be =qub tesnpormy casing wised durfig shaft excavation 9M$-20]a,doc 1cg, we Momnaend a minim= shaft sig e platted on Figarc 9 for 24 -inch ' driUed sbafls. The allowable capacideg tpressive and uplift capacities ideated an the ('30'/0) for recce to shorttern, transient it wfad Ioads wt be considered as transi= pied with s minimum embednzW af40 feet dons should eazet>d to elevation 303 feet or as reaommsrudad iaxigtrc 9. ODW settlement nt between adjacent load-bearing compoWWS d to the tower faandations will be resisted by ats and by lateral soil resicta v=. I.e rwponsc ations. to Iatcral and bending faeces depends if the foandadoa(s), sba$ spacing, amount and m&dona, wdemal farces aclm& on the er factors. ilia are available to conduct lateral nee detexminie& The analyses will be Plies 4.0, and = inclu& plots of deflection, tit dgrth as desired. If lateral analyses arc ►lag soil para etms be ted. Pstrameb rs for I YU Analyses* Modulus of , Frictiau Hadixatat soil - A Cc Cohesion R,eskWmi,--, k 32 E 0 - I __. 30 32 0 1 25 38 ' 500 SO 38 p g0 �C�RsIE[+-�ptet'i 1�C1iDS�[ 36aRlpazm�S Yiaad pars wLich accauut flu group e$vice. and reeessioiW outwash•soiis are susceptlible i if drilled shafts are constructed, Any uist be as concme is placard. The allowable I I" I IM r OIwig Ma i P.16 1:Capm HP.-,ASERJET 32013 i 1 August 16, 2001 HWA Project No. 99075-201 compressive and upll£t cqm fies p concrete is cast agaim sod (Le; no on Figure 9 are based on the assumption that Mt casing for drilled shads)_ For shafts spaced closer than 5 shaftIP19= m (nxeas0d center -to -c") a minimum of 8 how should tramsgire between concretcut amd excavation of ad�acant shags; tQ allow the fresh concrete to se+t and redupoteatisl for communication between shaft, 3.4.5 Men for Screen Wali Support We =deMtAnd that apptaxima#ely 24-mch pierswell be used for fan:daion support for a prof&d, metal sm m wall. Jhe MMM Wali will ectsnd norWsouth on the cost side of the RCECC facility. design ofd= pier's will corm to Section 1806.8 of the 1997 UBC. Material Class 3 sandy gmvel) in Table 18 -I --A may be as-� for design of these screen waU support Pierl 3.S RZrAVMfG WALL AM IATEML 3AI Buried Concrete Wails We undmund that the proposed improves vaults amdlor utility umnels. The literal ea depend ori several £Mors, including the im method and deo ofbacldil compaction, of any surcharge andlar coneenaved loads top and tae of all walls. We recommend below grade walls be des4 density of 55 pcf This assumes the soil ba sand and gavel, sash as that desmInd in S Specifications. Care must be taken by the c walls. FM widlin a dist p= of about 3 fent - Windy, =bpmkck and tmbalaaced earth lo, will be xesh tod by a combination of sliding bulled portions of the strredum The- passu exHast retalaing wall *xFfings, strip or SPM using an allowable equivalent fluid pressm CMUtions that will prevent the build-up of l the assun4ytion that the ground surface 4a' ( movameat to a dice equal or greater thm pressure provided by the upper 12 inch es of unless the sTltf# W soils are prrotecmd by pay p =sure at the too of ft retaining well or fo PREM CONSMEMMONS opts may includa below -grade stractn w such as � P� agaitrst coacreDe r+�in� walls . - n1dan of tires backdopc, degree of wall rwtraiut; rainage pnyvisior96 and made cad location For this put W4 we wddpe a level grades at the i for as achve-phm-seisnw equivalent field rctained by the wall =sisu of fine -draining ion 903-M) of the 1998 WSDOT Standard lmctar to avoaid over-mmpution near the the wall ft-ul,d be mmpacted with lightweight ds well svbjad the wails to lateral forces which base) resistance and passive pZG4mu a against the press<ua offered by pivpe ly compacted fill i footings, orgrade beams may be estimated sf 350 pc£ 'This value assumes drained fdrostadc. pressure in the cmnpacted All and on mt to the stmause is kwl in the direction of twice the embedment depth. The passive• oil should be wowted m design computations LCClt or R cX Wr to SISI?-Oungrade~ The passive ting should int be considered in evalnatlag 9'9Q'7s-201a„doc 1 12 HwA OWSCMNM Wr- p.17 l;IOPM HP--!,_RSERJET 3200 August 16, 2001 HWA Project No. 99075.241 resistance to lstaW loading unless the bay compacted. For base sliding friction, we cast -in-place concrow and soil. IS -2 Gabion Walls We understand a. gabion478akr t Wail is should be gated that such walls are not settlement, or rotation) may aceta. If of large coacmbe blames, such as Lock thew ice. . . Typically, gabiorr basket walls are filled v atlt a camtaias a significant fraction of gabion wall duction. For ftl matiing : recessional ou wash may be ass=ed to b planned for we as gabion basket filling, a cobbles. Our explorations indicated that t 3,6 STomm WATERAUm We understand that storm water rano$ wi anticipate bfilIzatim design will be in ace ilftual (Ecology, 2400). Refcr to Figure hffiazdoa pond am (Proposed Easterly Symaws Consniting P.agineers hrm as& prlmsxy ponds on the order of 1.2 ca blc fe COmm13n11�dII�. , TIle pmt site lies within thi City of R infflteou rear hake Minimal t� mdoriying the site =respond to SCS (S Canwgnezdy, we reconvuend tIICnI3MMt order to, pre sect wat:r quality. . We evdusted the receptor soils in the pro accorda,= with draft Ecology guidelines iofiltraiion test (PIT) at the proposed easti analyses for receptor sails in both pond ax detaled description of the PIT. Our studies indicate that the recessional infiltration pond locations exhibits hish the hydraulic conductivity of the recesm at the toe is carefi3lly placed and adequately mead an allowable coefficient of 0.5 between cd as part of site vading tDr this project It structures, afld sante movmnent (e.g. bulging, Yielding wall is des&4 we mcm=end the use 4 which may be tim cored or finished to improve th 4 to S -inch cobbles. The native recessional obbles, which could potendaiy be utilized for nrposes, ton pare= (by-VOIUM) of the suitable for gabion filling. If on-site matarials are greening open ion will be necessary to sort the e per+c"c of cobbles increases witk depth. o»wTror S be bandied uttfliziag infiltration ponds. We Awce with the Stww Yater management for the app w nft location of the primary id Westerly StMM Water Lffitratm Areas). ted design statim water Sows for each ofthe second (Brian Vim, pessong In Aquilbc Pwkcdm Zow 2 and the soils is the UPM4. Vic r onal•owMash-soirs ' . Cansmvadon'SwAx) Hydrologic Soil, C vxV A. or to lu Et melon Cie. Nbswales, ponds, rbc.) in ed westerly and east«iy pond areas m general oology, 2044). We conducted a 24-hour pDat Pond arae, and we perfatmed several grain size Refer to Appeodnt A of this report for a rash uadedying the easterly and we Mfr . cabfirtytTnW the Hazen formula, we estimate oruWmsh to =09C #lino 10 to lir' 990 J.201&doc 1 13 HWAGVOSCI NMSbr� P. 1B 1: 10PM '-'P.- ASERJET 3200 August 1S, 2001 HWA Project No. 99075201 per second. The glacial tillldrift underlying iaupeemieabk. Figure 7 shows a suwc=d a the glacial dii#tlt[ll layer. Assumiag the bot or high, a minimttrts of 15 feet of tmsamm bmwwh both -of the infiltration pond areas. in our opudon, the location and novmal opera not result in a reduction of the mbility of the wM seep through the recessional outwash unt glacial tilU&M and will then seep in the dim illustrated in Figure 7, the cct between th RCECC, slopes dawn toward the northwest' down to the Cedar River, but domination o flow are not within our work scope. it is our and routed to the infiltradon. ponds will be di: it infiltrates such flit the pre- and post-develc .6ga ficandy dMr. For bath the easterly and westwly pond $teas, 15 inches per hoar for dmgm This value incl for irregular suhmrtace soil conditions, siltati:4 i nftradon pond depths lova d an.elewation I Found water mounding amlysees and to revise h is aur uQd crstanding 69 King County wM each of the primary pond locations to confiom All iafiltratian systems, hove m well-des4 and bwbm iz growth Periodic maialt== may be necesmiry. 3.7 UNDO UMATM 3.7.1 Temporaug Unsupported We anticipate that the fill and recessional out excavating equipment mach as byes and. I contain ovemn debris or boulders. The conn address tha potential presence, handling, and ice of safe working conditions, inc the responl&lity of the contractor. Any ext sloped in aocovdencee with Put of WAC i ahotzd. The loge to medium dense fill and recessional outwash is considered essentially aur map that illustrates rhe approximate top of L of each imOration pond at &Yatioa 330 feet recessional outwash receptor sai19 will exist m of the stoun water infilitration ponds will +fisting south slope. Infiltrating storm water it Mcounwss the relatively bwemeable icon of gravity aibng this cSowacL As Mwash and the ti1Vddft, bweath the i9 h1mly that ground water ultimately seeps be actual rate and direction ofground.watcr Anion, however, that the storm avatar collected ibuted throughout the xecessional outwash as meat ground water flow regimen will not we recommend a long team Miltrad n rate of jk* a conw:dan tactor of about IQ to account m and bio 4mU&; , and other factors. For 15 fret, please contact HWA lo pe t or3n infiltration recommendadow accordingly. a post -construction infi%ation test at tion capacity, before iinad approval, and consftucted, will plug due to siltation or re plac eMent of the inftltratioa systems i soils can be eacamftd vrith conventional hoes. Houffl r, the cut -site soils may documents should coat&yrovimions that sal of oversize materials at obstructions. tempov uy excavation stalft, should be w in excess of.4 feet in depth should be ,gtoa eve Code) 296-155, or be amd oulwash soils classes as Type C 9go'rs-201a.aoc 114 HWA GMScM4=INC. I: IOPM HPA,-RSERJET 3200 p.20 i August 16, 2001 HWA Pra3edNo. 99075-201 Soil. Ternporary excavations in'I�pe C Sods Hou of sloped exravefiam, trench boxes may I construction eclu4=ent, construction material: not be allowed wi#hm a distwD-,measurod $rc depth of the excavation, unless the sharing sys Zaaeral pressaxe. With time and the pmsaace of seepage andfor MUpported cast slapas caabe sigffi=mtJY re be protected from erosion by msWIm& a sw fi the slope and by -covering the cut face with vn contractor should monitor the stability ofthe i schedule and slope inoa accordingly. Exposure of personnel beneath temporary cat Conswxtian should proceed as rapidly as fea are open.. At the time of this report, the prof Ic/grades for the RCECC were not finalized. 'Ihc rdativcly sewer sxavadons = prone to sloughing and 4 Pil USWS sib excavations and4or The explorations we compiewd akmg the sm extended to the final sever design invert. It is enczzrtered is the sewer e=w adans — if ovate bundled using sumps and pumps. 3.73 Pipe Bedding and Backfill We anticipate, that the proposed RCECC miocadom of various of it = Graeral a tw ch backM- in praseined below. a Pipe bedding material, placement, compe with tine project spech3cafous and the piI rmnimum, the pipe bedding should meet Mebar al for Themoplastic Pipe, Section Speci�icarionet. - « pipe bedding materials should be placed compacted fill sow. Ifthe native subgra material dadd be removed and replaced gay be, inclined to steeper than IM:1V. In used to support aility trenches. Hravy excavated soil, and vehwWar traffic should a the edge of the =aystion, egiW to the = has been designed for the adclitaond .cipl=cm, ft stability of t=porary :ed. Therefore, aU temporary slopes should water riiv=dm &Wh or beim at the top of anchored plastic sheetmg. In addition, the porary cut slopes and adjust the construction s should be kept to a min fi num. to limit the time temporary excavations the, proposed sewer line extending west from .apse, clm andy gravels 2aduipk*d in the aving. We aad repave that excavafom can be re=h boxes mW=atrdwith steal shits. alignrtacnt UP -15 and TP -16) may not have *=blc that ground water may be is encouamred, we anticipate it can be may inclpde the installation arnd/cr adidons rda&e to pipe bedding and udlity fan, and should be is accordance mast sees rec . Asa e gradation regWiaa crts for Bedding -3.16 of the WSDOT&arndard- relatively u&turbed =dvc sails, or soils are disatrbed, the disturbed ith compacted bedditxg material. 9M5-201a.doc 115 HWA GEoscMNM Etc. 1; 1 OPM HP--!_ASERJE7 3200 August 15, 2001 HWA Project No. 99075-201 • In areas what the Utut bottom eacolx soils, it may be necessary to over-excav pipe beddirrg M21aial. In wet conditim gradation, requirements fbr Crushed Sur. WSDOT Stn &vd Speci#rccttians, may 1 portion of the trench. Pipe bedding should provide a $rm, um that a mi.nianum 4 inch ddelmess of lied Q' thicknesses may -be necesswy to matin -al soils during Pipe Placcment xs very soft or organic -rich wbgrade, the unsuitable materia]. and bacM with I %-inch-micas granular 511 maefing the :lag, as dcmdbed in Section 9-439 oftin used to bacldill the over -excavated ' ' cradia for the pipe. We reco=nend materia t beneath the pipe be provided. eat loosening and sofkning of the " Pipe bedding material mdfor backfill uund the pipe should be placed. in layers and tamped m obtain complete contact with pipe. We recommend that trench bacM meet the Section 3.2.2. During placement ofthe initis bulldozed into the trench or dropped dnedy should not be permitted to opnate directly of has beevi planed. Trench backM should be p using mwlanical equipment to at least 92 pe by testing in &=rd ammime with ASTM � to at least 95 perces of its maxim paanlar bill, cowrolie d density fill (CDF 2-89.3(1)E may be used. 3.8 CONTE41MG The primary purpose of this study is to assist 11wrmo mendationiofthisreportshouldbw _ fmUmd. We should be retained.to review al moons rdiftd to elle *ject_ I Such a r and construction recommendations presented and. =plsmteuted,. HWA should also be alloro herein should Lite scope of the project change Observation and testing by the geotechnical coustruction phases to, verify duct the inta &a cmwftuated work Ofparticalar iml testing of the followya$ project elm • Deep foundation camstr cdon; • • Loosc fill identification and pecifimnions for shmchnal fill, as descnbed in lifts, the trench backfill matcdd should not be m the pipe. Fu rffiermom bmvy eampmmt . x the pipe uatil a minima oft feet ofbackfill wed in 8 -inch (mwdmmn) H& and compacted sent of its maximum dry density, as determined )1557. The tipper 2 feet of bwJcU should be = dry demit3+- As as atummtive to compacted per WSDOT Standard SpeaUmdon lie owners and designers design ofthis project. reviewed When design development is earthwork,- *mbdation and pavament plans and view will allow HWA to verifythat the design a this report bava been prapet fi terpreied ed to revise the recbmnumdadm presented art is recommended ding the )ns presmftd herein are inomporated are nwnitodup, observation and/or within strwu= areas; • 99073-201aAoc 1 16 HWAC W— P.21 1:11PM HP-1—ASERJET 3200 p.22 August 16, 2001 HWA Project No. 99075-201 • Evahlation of foundation subgmdcs; • Pavement subgrade preparation; and • Stractraai fit placement. . Ey being presomt on-site dzwg the canstrua be We to ccufina conditions Wkated by th reconmzendations p=enned m this ;report, ba necessary, provide revised recommendations conummleon. 4.0 We have prepared this letter report for use bi team for Ibis project This data ed report A their bidding or estimating purposes, btu the not be construed as a waaanty of the sulk subsurface soil and mer conditions c Inconsistent conditions can occur between = goo cal study. If, during $mire site opc which vary appreciably from those des=lxd the recommendations of this report, and revis aapk+ase of the project, our representative W1 explorations, vMr the appUcahiility of the ed on the sol conditions encouatftr4 and, if dnpted to the conditions revealed during ATTONS ewitt Arcldtccts, KiAg County and the design d be provided to prospective cotntractors for ieMosas and iia— presorted ahculd conditions. Eapence has shown that vary sip ficantiy over smaU distances_ gyrations and may not be detected by a . ons, subs=We cosajons =encmuftroa rein, AWA shoWd be notified for review of ; ofsuch ifnocessaly. . The supe of work did not include environ assessmesnts or evaluations ruling the prweooe or absence of hszznlouts substaxtces ' i the soil, surface wader, or groundwater at ibis site. This firm does not practice or consult in the fu Id Ofsafety enginee®g. We do not direct the coairactor's operations, and we csnaot be resp 3='ble for the safety ofpersonnel otber then Our awn on the site; the safety of others is the I espctmgwity of the cofactor. the comtra or should notify the owner if he considers aap of fie recommended actions prescated herein anss3fe. . "075 201&dcc 117 tIWA GMSCMMS M 1: 3 IPM HP----JLHSERJET 32011 August 16, 2001 HWA Project No. 99475-201 We appreciate the opportunity to provide gec to Pkam call either oftbe undersigned at (425) 77 this report. HWA GeoScie=es Im Ralph N. Bohm , P.E. Vice Pedant EOA"B:eOO_gO7S,2GUAcc) 99075�Z[11 adx p. 23 val ez ginem=g services for this Project. 106 if you have aay questions couvaming F.& d Andersen, F.E. GeotWIn ical F,ngin= i8 SWA Goo6 rr— R L:11pM HF-,HSERJET 3200 August 16, 2001 HWA Project No. 99075.201 Washington State Department of Ecology 10uy 2000, Storm Water Management Marnual for Western wamb7gtan, fi:iHa=d dated August, 7000, Publ on No. 99711. Fiaakel, A, Mueller, C., B T-, D., Leyendeckery E., Dickmaa, N., Haasoa, S., and Hopper, M., 1996, Nattanal Maps: Docuvwntation Jinn 1996, USGS Open Fn'le Report 96-532. Int=,Aonal Cade Council (ICC), 2000 IM m=Yond Bui tug Cade, 7000, published .March, 2000, Iute�ond Code Falls Church, VA. Inbmm& d Conference of Building OM - ds (lCBO),1997, Un form Building Code. MuIIineany, D.R.1965, Geologic Map oft R eon Quadrangk King Cowuy. ��ashfngtor� Published by the U.S. Geological S , map GQ405- Palma, S.P., 5chssse, H.W., & Noauan, b 1994, ikuefaclion SuscepaNlItyf�or the Des Moines mrd JUwon 78.S -m mete Quinn ej, Washington; Pubbshed by the Washington State Depauaent cif Nataa-dI Resources, Map GM -41. Washingtoa State Dgawumt of Trauspo 'on (WSDOT)/Amed=PUU= Works Association (APWA), 2040, Standard' talions for Ram Brtdga,'=d Municipal Constrsratiant . 99075-201s doe 19 EWA c,�D Dr— p.24 i I 1 PM QIP---J..RSERJET 3200 P-26 The eVloration program, compl designated TP-16mugh TP -17, The test pits and borings vim Ic features (such as buildings sad. f Farploistion Plan, Figure 2. Ali presented on Figure A-1. The e: APPMIX A --A FMD L"="TION in duce phases, consisted of exwwating 17 test pits, drilling 5 testborings, desigaMed BH 1 thio agh BH -5, 3 is the field by taping distancea iibm existing site s), =&or smvged, and plotted on the Site and I to the tams and symbols used on the testpit logs is ntiton logs are presented on Figures A-2 through A-23. Test pits TIm tbrourgh TP -11 excavated an December 17 sod 20,1999 with a Cat E120B track mounted cccavatol provided and operated by Mark Harlow Const ru=ou, murder subcontract to HWA. Repxes= atrive saurples of &a excavated soils were examnied, togged, and placed in plastic bags for fa ther examination =d. laboratory testing. Ge U=bnical borings BH -1 thtc by Ciregory Drilling of Redmm track-momlted drill rig. The bo flight, bollow stem augers, to & surface, At 2Yr- to 5 -foot intm completed using a 3 -inch anisic tap hammer. During the test, a soil with the hammer frr- -falim of penetration is retarded. The of blows ragaured to drive tate s within s Single 6-inch,intcrval, I blows for the number of inches relative density of granular soil: on May 15, 2001, test pits TP -1 Conditions is the baiWing sad w also exemted by Mark Harlow E120B tcacic mounted excavator Each ofthee test pits and borings geoteohnicai enginew. Soil sam were placed in plastic bags and i cxamination and Witing. Penin soil characteristics, bic colts shown on gh BH -5 were completed between March 22 and 23, 2001, , Washington, tutor subcontract to HWA. using a CME 850 ags were advanced using 4f.-mch ffivnda, contimous the migiq from about 45 to 51 feet below the: Wmmd Ls within. each boring, pcnciration test sampling was diameter split4p m sampler and a 30D -pound automatic unple is obtained by driving the samples 18 Inches into the 30 inches. The number. of blows required for each 6 hwli es metra on resistace of the soil is calculated as the mmnher apler the #'mal 12 inches,. -if a total of 50 blows is recorded e test is turain94 and the blow count is recorded as 50 Fpenetration- This resistance provides a meastue ofthe and relative.t»tency of cohesive soils. through TP -17 were e=avated to fiuth+er expl= sWoi3 studs Vipond area. TP -12 thtough TP -17 were :ansftucdon, mxIer subcoattact to HWA, using a Cat s completed mderr the full-time observation of an NWA s were classified in the Heid and representative portions med to our Lynnwood, Washington, IW=2torp for further in£owisdon including soil sample depths, stratigraphy, l ground water occurrence was recorded. The eocprloraticn logs rcpmcnt the %V=&mete boundaries s : 12PM HP---,FISERJET 3200 RELATIVE DENSRY OR CONST Ca+ ss saps Ddb K Idta1wOWE*A%l Vq taro ON 4 4% W Sa 76 iY.tlwn iroa• 10 10 911 71i - is Oran 3310 50 - is VwfDww m 50 as - 700 I_ISt S SOIL i1RAXtM - Cara x.27 VERSUS SPT NVALUE �` TEST SYMBOLS Comawa oLs }I }sIL Ila ar ro pomm*ri,.. Iarlry.d W MAVSL iiia lle�sitir At AMNIM9 LM is K- Pftdc mt aV N Shw arOPAVa tLm Blob Wait lilwtiw a><I jtf nt.#U Mti1a R.a ro•l 30li �f Catfa cwt lad* a to 3 Q9a cm Ca..�dWrk� CbWWCPAV& 2 t: 1 209 - am Oa Dy D -,ft Gel 1 4 to i Jm0 Im Da owodsbw i w 7s 1070 = w Gain She G obw5an igwltie is m 90 2m - am K PmnubMy df AtpM arm0 i ' sm mo Eb4awe]�.3y•�$ > UK Rta�d�s N $3Tw P07 PhoMwA ai aD&twFl•a�q i1RAXtM �� Cara ar+wrw �` V 04NdM4PAWM dl }I }sIL Ila ar ro Gp I Iarlry.d W MAVSL iiia lle�sitir + �+•bbttsi{ij1M11) - am#dvm = arOPAVa lilwtiw a><I jtf nt.#U Mti1a R.a ro•l 30li �f Catfa 1i�Fy1larnd • /Yrarrt t1iA40L42a+}MI1s2a0�OSI R°'ti GC CbWWCPAV& Rrs1Ya Rid a w"uFfAW etl4lta{r� Powtp.�SVsff igwltie �°`ro y-' SP s�sllurirs a 11� df AtpM <brd+.iY i ' sm xmv S" > Ph"= Pmdwo I ML ZX "• •'� n ao�, a tsm c Lgy Off. o,alttczAr MH ftwksu �g"�"' od pH roeawr ckr amnia aIr'"°'°'.' CLAY N&2=100 ptt >� �1'aio•l•� >: wT ps+►r COMPONENT DERNMONS compoNm Z= ®?a 1""as n.asL.Iasa�,+.rl CwAki SY�<f1211 }I }sIL apod bNstb;{t#r+q &WAaBNft"*6 Cosrwe lle�sitir 13ro0� �+•bbttsi{ij1M11) - po�oa.patap«p Co�w�aMd a><I jtf nt.#U Mti1a R.a ro•l 1i�Fy1larnd Nt1aQA1ar17ft1aAa�44 /Yrarrt t1iA40L42a+}MI1s2a0�OSI sk ww 06Y w Ma200I lg7atsooial�wYwsplwwb,t+Ms�wriaiq+.w seat der ws ra..rd i. rr SGS t�r.rr�e DN.a/boada�olR daloemaltiwp�el'J BilOtARAIAt+irs i aerie! Hs>,aioM1F�Raada�oirtOrt* (96p1.t701G Al i�PRE7A7aprr) vml adwlztwY. 009mkowppaeed.e­a-to an"ift - 10 1i aHlatM�aawa/fo+� ell kwbraa PP PadutPwwrantltr Appmrcbmpmalnimmmoo #a afsiirsaroM Tc •Gi.i.icbmpubds 1M T App—Si— twopo ur. Uhateawdc m mmin CROUNDWATERaYMBOLS g C1a+ldrawl�rtp�.e.d� i■.eddsr.� �' DeMrMr�rwLn.cj�r..di�w.liw - +p•A nrr rRrw.•ri..�l �q COMPONEW PROPORTWIS PROPMOKPANM $AMPLE TYPE SYMBOLS ®?a � ► n.asL.Iasa�,+.rl t2-90Ji stulyr7te. }I }sIL SWGD�dLSYvm�wMi�tli�t 4 &WAaBNft"*6 po�oa.patap«p CROUNDWATERaYMBOLS g C1a+ldrawl�rtp�.e.d� i■.eddsr.� �' DeMrMr�rwLn.cj�r..di�w.liw - +p•A nrr rRrw.•ri..�l �q COMPONEW PROPORTWIS PROPMOKPANM e3% Cton t2-90Ji II/.�lY.lg1. S6.3pl6 VR K'�w, �• swill: aroM'D .. GonyoMMatni�/�1Rwd.raFln�ra�i����• KING coumw COMMUNICATIONS AND (COORDINATION CENTER OK WASHINGTON MOISTURE COWENT CRY Aaw...�rri�R*uq� iirrir.arai rtatar t7.apMtaa�� var Y1• "ftevam-ok �eitu Mie+rwawr7.li�. LEGEND OF TERMS AND SYMBOLS USED ON EXPLORATION LOGS JL.12pm HP--J_RSERJET 3200 i]RR1M COt-PAw: Gnynry nayFny tnc. ORLUNG Me7MM cue M SAMPUM MZTMOC ; T spm spats of W= Hwnm.r 3WACE ELAVArm amt rod 28 t DATESiARTED: 3r==t GA -M CowLET®t 3 -a=l LOOM ay. W04 �.. � int.3butdudPtefetaliotFfllftrdanof � i�t�.wdptR.3p"dtt� a Slowsp!rAW Lmff.tstZOMM.9w.unlaa i aerrn?Ai�4p.nwi�l Abunoifnt 28 t DATESiARTED: 3r==t GA -M CowLET®t 3 -a=l LOOM ay. W04 �.. � int.3butdudPtefetaliotFfllftrdanof � i�t�.wdptR.3p"dtt� a Slowsp!rAW S4 Vv"rr R aaAft.i'il/*w SAM, ML S6 Qw Vuldon�f.y�tavbtwvttbof�b+.Rff tf ooa�+G1iAVE;,Vrai couft sks _ * �AGtifAlIC� Wi1NfAS� Tobi &0 s 31 f..L eir«s„ih.rr.ofd.woKfd r► 34 tffL 11QT� Thisbtp d w awwm lm rl1m m*d swap andfhr�r Iltlotafwnttatiy ifd, kh doMw N REGNX►IAL ( HYl[EOSC mysEMERGENCY RENT �si•lp iY6�p !iF �fil1 i0ie' /►L , 719 F �13�p.Q.fp'4'• ' : . Os -u 21 -OW kcid momdm!hfd000i�il ea{fd COUNTY. AND ORCHNATION CENTER WASHNGTON -- pwadc Lfmli I 0 f Lww Luer Nwmffw titer BORING: BH -1 iAM-toff Lmff.tstZOMM.9w.unlaa tihfbr aerrn?Ai�4p.nwi�l Abunoifnt Sit S 1 14-1 Lacwf. 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'.: SW Virrdwwml baorrafei ice, gravely w lb oowae -' ��� ` jl1g11AMCi0ili11Y/diF1J .. @6-1411 3"013' m�Ism Tari dopy! =11.711iK . iNapadpair wmnz and at 47 taeL MGM Tiislegdaibw�aea�Itnasa�pIIesaa�lattAesp. � aad tiperitfon loal MDMa�If � iapiaaEve of ab!�' REGIONAL c HVA MSCMUS�L�IC ]EMERGENCY konfi a ead atlrr "o kwWobd : COUNTY PAUNICA11ONS AND ORDINATION CENTER WASHNGTON . 0 20 aD w pw iw water CaukKA i7i) plw w Una I—•• o 8 uwu Lbldl Kokes l Wetw ckwm BORING: BH- 5 PAM 1d1 I�������ii1• 11i1�i fL�€ m�Ism �Illliiim WIM iii IN i�sum .26 _ il�tt� iNE�i ilNtrii�>ri� iN�ii>f<Sii! i�il�ltlilEi�t 0 20 aD w pw iw water CaukKA i7i) plw w Una I—•• o 8 uwu Lbldl Kokes l Wetw ckwm BORING: BH- 5 PAM 1d1 ADVISORY NOTES TO APPLICANT LUA1 6-000418 Renton0 Application Date: June 07, 2016 Site Address: 3511 NE 2ND St, NIA Name: King County PSERN Emergency Communications Tower RENTON, WA 98056 Extension PLAN - Planninci Review - Land Use Version 1 Planning Review Comments Contact: Matt Herrera 1425-430-6593 1 mherrera@rentonwa.gov Recommendations: 1. RMC section 4 4 030.02 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division_ 2. Commercial, multifamily, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7;00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a -m_ and eight o'clock (8:00) p -m. No work shall be permitted on Sundays. 3_ The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 4. This permit is shall comply with the Bald and Golden Eagle Protection Act. The permitted is responsible for adhering to the U.S. Fish and Wildlife Service National Bald Eaqle Manaqement Guidelines (2007) and /or vour U.S. Fish and Wildlife Service permit. Technical Services Comments Contact: Amanda Askren 1425-430-73691 aaskren@rentonwa.gov Recommendations: Plan set does not reference City of Renton Horizontal or Vertical Control. Ran: June 21, 2016 Page 1 of 1 Denis Law Mayor �itY � Irl i\i'l'�r June 30, 2016 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Community & Economic Development Department C.E."Chip"Vincent, Administrator Subject: ENVIRONMENTAL (SEPA1 THRESHOLD DETERMINATION Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on June 27, 2016: SEPA DETERMINATION: Determination of Non -Significance (DNS) PROJECT NAME: King County PSERN Emergency Communications Tower Extension PROJECT NUMBER: LUA16-000418, ECP, SA -H, CU -H, V -H Appeals of the environmental determination must be Hied in writing on or before 5:00 p.m. on July 15, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-310 and information regarding the appeal process maybe obtained from the City Clerk's Office, (425) 430-6510. Please refer to the enclosed Notice of Environmental Determination for complete details. If you have questions, please call me at (425) 430-6593. For the Environme al Review Committee, Matt Herrera Senior Planner Enclosure cc: King County Wastewater Treatment Division Ramin Paxookl, WSDOT, NW Region Boyd Powers, Department of Natural Resources Larry Fisher, WDFW Karen Walter, Fisheries, Muckleshoot Indian Tribe Duwamish Tribal Office Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers Gretchen Kaehler, office of Archaeology & Historic Preservation Exhibit 10 Renton City Hall - 1055 South Grady Way - Renton, Washington 98057 • rentonwa.gov DEPARTMENT OF COM._. _LAITY D Cily °t 1 AND ECONOMIC DEVELOPMENT ENVIRONMENTAL (SEPA) DETERMINATION OF NON -SIGNIFICANCE (DNS) PROJECT NUMBER: LUA16-000418, ECF, SA -H, CU -H, V -H APPLICANT: Sarah Teleschow, Odelia Pacific Corporation, 5506 61" Ave South, Seattle, WA 98108 PROJECT NAME: King County PSERN Emergency Communication Tower Extension PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet with an antenna and lighting rod extension extending to 193 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network (PSERN) project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. PROJECT LOCATION: 35112" St, Renton, WA 98056 LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This Determination of Non -Significance is issued under WAC 197-11-340, Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 15, 2016. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. DEPARTMENT OF COMPvivNITY AND ECONOMIC DEVELOPMENT PUBLICATION DATE: July 1, 2016 DATE OF DECISION. June 27, 2016 SIGNATURES: 7 j I ` JJ 5 I ' Gregg Zimmgrman, Administrator Date Public Works Department Kelly Beymerj Adrn ator Community Services Department 71, Y Mark Peterson, Administrator Date Fire & Emergency Services 4' -7 Date C.E. "Chip" Vincent, Administrator Date Department of Community & Economic Development c i it �w c �w CITY C+F OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE (DNS) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: King County PSERN Emergency Communications Tower Extension PROJECT NUMBER: LUA16.000416, ECF, SA -H, Cit -H, V -H LOCATION: 3511 2n4 St DESCRIPTION: THE APPLICANT 15 REQUESTING, HEARING EXAMINER SITE PLAN REVIEW, CONDITIONAL USE PERMIT, VARIANCE, AND ENVIRONMENTAL THRESHOLD DETERMINATION ($EPA) FOR A PROPOSED 25 -FOOT HEIGHT INCREASE AND ASSOCIATED IMPROVEMENTS TO AN EXISTING 150 -FOOT EMERGENCY COMMUNICATIONS TOWER. THE PROPOSAL WOULD RESULT IN AN OVERALL TOWER HEIGHT OF 175 -FEET WITH AN ANTENNA AND LIGHTING ROD EXTENSION EXTENDING TO 193 -FEET. THE PROJECT SITE IS THE KING COUNTY OFFICE OF EMERGENCY MANAGEMENT LOCATED AT 3511 NE 2ND STREET. THE PROJECT SITE 15 WITHIN THE LIGHT INDUSTRIAL IIL) ZONING DISTRICT. THE PROPOSED COMMUNICATIONS TOWER IMPROVEMENTS ARE A COMPONENT OF THE PUGET SOUND EMERGENCY RADIO NETWORK (PSERN} PROJECT INTENDED TO REPLACE AND UPGRADE THE EXISTING REGIONAL EMERGENCY NETWORK USED 70 REACH AND COORDINATE EMERGENCY RESPONDERS. ADDITIONAL IMPROVEMENTS TO THE COMMUNICATIONS TOWER INCLUDE SIX 16) MICROWAVE DISHES AND TWO (2) ANTENNAS. EQUIPMENT AND HVAC UPGRADES WILL OCCUR WITHIN INTERIOR OF THE EXISTING EMERGENCY MANAGEMENT BUILDING. THE PROPOSED TOWER EXTENSION AND ANTENNAS ARE PROPOSED TO BE PAINTED TO CLOSELY MATCH THE EXISTING FACILITY. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE IERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed In writing on or before 5:00 p.m. on July 15, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8.110 and information regarding the appeal process may be obtained from the Renton City Clerk's Office, 1425) 430.6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON JULY 26, 2016 AT 12:00 PM TO CONSIDER THE CONDITIONAL USE PERMIT, SITE PLAN REVIEW AND VARIANCE. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING silty Ile FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. PROJECT DESCREMC INTRODUC'T'ION King County Puget Sound Emergency Radio Network (here after referred to as "King County PSERN") is a project that will replace/upgrade the existing, aging regional emergency radio communications system. The emergency communications network is used to reach and coordinate with emergency responders and in the event of a disaster. This proposal describes the scope of the proposed project by providing specific information regarding the project location, zoning, specifications, and required services. It is King County PSERN's desire to work with the City of Renton to ensure that this project is consistent with local ordinances and zoning regulations while providing critical communication for emergency services. Project Goals The goal of the King County PSERN - RCECC (Dispatch) site is to update and expand the two-way emergency radio service infrastructure for public safety, first, second, third, and other responders to the surrounding area and throughout Puget Sound. Icing County PSERN intends to achieve these goals consistent with all policies and ordinances of the City of Renton. Application Request Plan The applicant is requesting the following: ■ Conditional Use Permit (CUP) ■ Site Plan Review ■ Variance (Height) ■ State Environmental Policy Act (SEPA) Review ■ Commercial Building Permit Exhibit 12 Ding County PSERN RCECC (Dispatch) Page 1 GENERAL PROJ-''T DESCRIPTION Project Overview King County is in the process of updating and expanding its regional emergency communications system called Puget Sound Emergency Radio Network (PSERN). This system enables 9-1-1 dispatchers to send help during an emergency as well as help first responders such as police officers, fire fighters, and emergency medical staff coordinate response efforts to an emergency. The applicant, King County PSERN, proposes to modify an existing 150' self-support tower with a 25' tower extension to accommodate emergency communications. The tower is located at 3511 NE 2d Street Renton, WA 98058 (Parcel No. 1623059138). This site is on an existing emergency communications facility and is the location of the King County Office of Emergency Management. This site is zoned Industrial -Light (IL). The proposed modifications to the existing one hundred fifty (150') foot tower consists of a twenty-five (25') foot extension for an overall tower height of one hundred seventy-five (175') feet, six (6) microwave dishes, and two (2) antennas. Please see Sheet A-3 and A-3.1 for additional information. Facility Specifications " Antennas - King County PSERN is proposing to attach two (2) new antennas to the existing tower with the proposed extension. Please see Sheet A-3 and A-3.1 for additional information. • Color - The proposed tower extension and antennas will be painted to closely match existing conditions. ■Equipmerit - King County PSERN will locate equipment within the existing telecommunications room inside the existing building. ■ HVAC Upgrades - The existing HVAC units will be updated. The updated HVAC units will meet all applicable noise standards. ■ Landscaping - A landscaping plan has been proposed for this site. All equipment will be located within the existing telecommunications room inside the existing building. ■ Microwave Dishes - PSERN is proposing to attach six (6) microwave dishes to the proposed tower. King County P.SFRN RCECC (Dispatch) Page 2 GENERAL SITE ANALYSIS Conditional Use Pennit Required Findings According to Renton Municipal Code (RMC) Section 4-9-03OD: D. DECISION C'RUERIA- Except for wireless communication facilities, the Admiriistrator or the Hearing Examiner shall consider, as applicable, the following factors for applications. (Ord. 5675, 12-3-2012) 1. Consistency with Plans and Regulations: The proposed use shall be compatible with the general goals, objectives, policies and standards of the Comprehensive Plan, the zoning regulations and any other plans, programs, maps or ordinances of the City of Renton The proposed King County PSERN project is consistent with the general goals, objectives, policies and standards of the Comprehensive Plan, the zoning regulations and any other plans, programs, maps or ordinances of the City of Renton. The proposed facility adheres to the City of Renton Comprehensive Plan Capital Facilities Element which specifically addresses "...facilities and services that are needed by the residents and businesses of the City for a functional, safe, and efficient environment." The City of Renton has outlined the following for policies facilities which are as follows: Policy- CF -10: Coordinate with federal, state, regional and local jurisdictions, private industry, businesses and citizens in the planning, design and development of facilities serving and affecting the community. The City of Renton is coordinating with King County PSERN to provide much needed regional emergency communications. 2. Appropriate Location: The proposed location shall not result in the detrimental overconcentration of a particular use within the City or within the immediate area of the proposed use. The proposed location shall be suited for the proposed use. The proposed emergency communication facility has been designed and located in order to be the least intrusive while still providing necessary services. The proposed modification is to an existing tower/facility and will not require a new tower to be erected. Therefore, this proposal is not contributing to the overconcentration of the current use within the City or within the immediate area. 3. Effect on Adjacent Properties- The proposed use at the proposed location shall not result in substantial or undue adverse effects on adjacent property. There will be no change in use and it will not result in substantial or undue adverse effects on adjacent property. The proposed modification is to update the failing system and it is a direct public benefit providing critical emergency communication services to the surrounding area and within the entire network. King County PSERN RCECC (D,' patch) Page 3 4. C atibility-. The proposed use shall be compa with the scale and atter of the neighborhood. The proposed emergency communication facility is compatible with the scale and character of the. neighborhood. The tower will only be extended twenty-five feet (25). The tower extension has been designed and located in order to be the least intrusive while still providing necessary services. This area is predominantly used for government facilities. Adjacent properties are as follows: • North - City of Renton Public Works Maintenance Yard and King County District Court • West -King County Transportation Yard and Renton Transfer Station • South - Vacant Land • East - Sunnydale Mobile Home Park 5. Parking: Adequate parking is, or will be made, available. The existing facility has adequate parking. The proposed modification will not require any additional parking. 6. Traffic: The use shall ensure safe movement for vehicles and pedestrians and shall mitigate potential effects on the surrounding area. There are no traffic impacts associated with these types of facilities as they are unmanned and require infrequent maintenance. 7. Noise, light and Glare: Potential noise, light and glare impacts from the proposed use shall be evaluated and mitigated. The proposed modification will not have any significant noise, light or glare impacts. The Federal Aviation Administration will not require the tower to be lighted. 8. Landscaping: Landscaping shall be provided in all areas not occupied by buildings, paving, or critical areas. Additional landscaping may be required to buffer adjacent properties from potentially adverse effects of the proposed use. This modification is for a tower extension and antenna collocation. Therefore, no changes are proposed to the existing landscaping. 9. Specific Requirements for Kennels: In addition to the criteria above, the following criteria shall also be considered for kennel applications! a. History: Past history of animal control complaints relating to the applicant's dogs and cats at the address for which the kennel is located or to be located. Conditional Use Permits shall not be issued for kennels to applicants who have previously had such permits revoked or renewal refused, for a period of one year after the date of revocation or refusal to renew. This requirement does not apply to this proposal. b. Standards for Keeping Animals: The applicant or kennel owner must also comply with the requirements of RMC 1-4-010, Animal Keeping and Beekeeping Standards_ King County PSF,RN RCECC (Dispatch) Page 4 This requirement - s not apply to this proposal. 10. Specific Requirements for Secure Community Transition Facilities (SCTF), Crisis Diversion Facilities (CDF) and Crisis Diversion interim Service Facilities (CDIS): In addition to the criteria in subsections Dl through D8 of this Section, the following criteria shall be considered for secure community transition facilities, crisis diversion facilities, and interim service facilities: a. Whether alternative locations were reviewed and consideration was given to sites that are farthest removed from any risk potential activity, b. Whether adequate bulfering is provided from abutting and adjacent uses; c. Whether adequate security is demonstrated by the applicant; d. Whether public input was provided during the site selection process; and e. For SCTF there is no resulting concentration of residential facility beds operated by the Department of Corrections or the Mental Health Division of the Department of Social and Health Services, the number of registered sex offenders classified as Level 11 or Level III, and the number of sex offenders registered as homeless in a particular neighborhood, community, jurisdiction or region. This requirement does not apply to this proposal. Variance Required Findings According to Renton Municipal Code (RMC) Section 4-9-250B5: 5. Decision Criteria: Except for variances from critical areas regulations, a determination shall be made in writing that the conditions specified below have been found to exist: (Amd. Ord. 4835, 3-27-2000) a. That the applicant suffers practical dilliculties and unnecessary hardship and the variance is necessary because of special circumstances applicable to subject property, including size, shape, topography, location or surroundings of the subject property, and the strict application of the Zoning Code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical zone classification; The current tower height of one hundred fifty (150') was found to be ineffective for transmitting and receiving emergency radio communications within the updated network. Therefore, it was determined that an increase in height to one hundred seventy five (175') is the minimum tower height needed to achieve effective and reliable communications. b. That the granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated; The purpose and goal of the regional emergency communications network is to promote public safety and welfare. An update/expansion to the current system further promotes public safety and welfare. The proposed modifications to the RCECC tower are important King County PSERN RCECC (Dlspaleh) Page 5 to service the vic' and play an integral role within tl inergency communications network. The proposed modifications to the RCECC tower t'Vill not be injurious and/or have detrimental impacts to the existing uses, planned uses, property, or improvements adjacent to; and in the vicinity of the proposed project area. Please see enclosed letter from PSERN providing information about the critical role this site plays within the network and the justification for an increase in height. c. That approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone in which the subject property is situated; In the vicinity lie several Bonneville Power Administration (BPA) transmission towers of similar heights, which provide a service to the public as does this emergency communications facility. The Industrial -- Light (IL) zone allows for these types of government facilities. Since this is an addition to an existing use and there are similar uses in the vncuuty, it does not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity or zone. d. That the approval is a minimum variance that will accomplish the desired purpose. The proposed extension to 175' is the minimum height needed to effectively transmit and receive emergency radio communications to connecting infrastructure in the region. For more information, please refer to the PSERN letter justifying the needed height. Zoning General Plan Designation The site is zoned Industrial -Light (IL) and the use is as a government facility. According to Renton Municipal Code (RMC) Section 4-2-060 Zoning Use Table - Uses Allowed in Zoning Designations: USES: RESIDENTIAL ZONING DESIGNATIONS INDUSTRIAL RC R-1 RA R-6 R-8 RMH R-iQ R-14 RMF IL IM IH Public Facilities City g4.emiiien1 offices AD AD AD AD AD AD AD AD AD AD AU. Cit., gc.errrreM F H F H H H H F H H H H facilities ails existing municipal Diversion fadlitv and H'71 H", di:ersiorF irteritr service faciiit°; Sii conmur lt'. H71 H71 transition facilities Other government H H H H H H H H H H H H offices ar:d facilities Accordingly, King County PSERN's proposed twenty-five (25') foot tower extension exceeds 10 percent of the original tower height, which will require Conditional Use Pernnit King County PSERN RCECC (Dispatch) Page 6 - Hearing li xami; (CUP), State Environmental Policy (SEPA) Review, Site Plan Review, Variance, t_____ a Commercial Building Permit. Development Standards According to Renton Municipal Code (RMC) Section 4-2-130A - Development Standards for Industrial Zoning Designations: LOT DIMENSIONS Minimum Lot Size for lots created 35,000 sq. ft after September 1, 1985 Minimum Lot Widtb/Depth for None lots created after September 1, 1985 LOT COVERAGE Maximum Lot Coverage. for 65% of total lot area or 759 if parking is provided within the building Buildings or within a parking garage HEIGHT Maximum Building Height', except 50 ft., except 100 ft if lot is located in the Employment Area (EA)`" for Public Facilities"' Maximum Height for Wireless See RMC 4-4-140. Communication Facilities' SETBACKS''" Minimum Front Yard Principal Arterial streets:` 20 ft. Other streets: 15 ft.; provided, that 20 h, is required if a lot is adjacent to or abutting a lot zoned residential. Minimum Side Yard Along a Principal Arterial streets:` 20 ft. Street Other streets: 15 ft. Except 50 ft. is required if a lot is adjacent to or abutting a lot zoned residential. Minimum Freeway Frontage 10 ft. landscaped setback from the property line. Setback Minimum Rear and Side Yards" None, except 20 ft if lot is adjacent to or abutting a lot coned residential; which may be reduced to 15 ft. through the Site Plan development review process. Clear Vision Area In no case shall a structure over 42 in. in height intrude into the 20 ft clear vision area defined in RMC 4-11-030. LANDSCAPING General See RMC 4-4-070 SCREENING Minimum Required for Outdoor See RMC d^4-095 Loading, Repair, Maintenance or Work Areas; Outdoor Storage, Refuse or Dumpster Areas Special Screening Requirements NA for Tow Truck Operations and Impoundment Yards LOADING DOCKS King County PSERN RCACC (Dispatch) Page 7 1"26011 Not permitted on the side of the 1 at is adjacent to or abutting a lot zoned residential.' DUDIPSTUVRECYCLING COLLEMON STATION OR (:FT1PT`F:R Location of Refuse or Recycling Area See RMC 4-4-090 PARKING General See RMC 4-4-080 and 10-10-13 SIGNS General See RMC 44-100 CRITICAL AREAS General See RMC 4-3-050 and 4-3-090 Lot Size: This site meets the minimum lot size of 35,000 sq. ft. Lot Wid"epth: There are no minimum requirements for lot width or depth in the IL zone. Lot Coverage for Buildings: Buildings do not exceed 65 percent of total lot area. Building Height: The proposed tower height extension to a total tower height of one hundred seventy-five (175) feet exceeds the allowable height limit in the IL zone. A variance for height approval is part of this application and meets the decisional criteria outlined in RMC 4-9-250B5. Setbacks: The proposed modifications to the existing tower already meet current setback requirements. The tower is setback as follows: ■ North - 241'-6" ■ East - 384'-8" ■ South - 245'-1" ■ West - 461'-2" Please see Sheet A-1 for more detailed information. Landscaping: This modification is for a tower extension and antenna collocation. Therefore, no changes are proposed to the existing landscaping. Screening: This modification is for a tower extension and antenna collocation. Therefore, no changes arc proposed to the existing landscaping. Loading Docks: This requirement is not applicable to this proposal. Dumpsler/Recychng Collection Station or Center: This requirement is not applicable to the proposal. Parking: The existing facility has adequate parking. The proposed modification will not require any additional parking. King County PS -ERN RCECC (Dispatch) Page 8 Signs: This require it is not applicable to this proposal. Critical Areas: The only critical area noted is regulated slopes on the subject property ranging from 15 to 40 percent. A copy of the geotechnical report has been included which indicated that these slopes were not present in the immediate vicinity of the tower. King Cauniy PSERN RCECC (Dispatch) Page 9 L19 King County CNK -EX -0600 401 Flfth Avenue, Suite 600 Seattle, WA 96104 206-263-7942 Fax 206.296.7609 TTY Relay. 711 July 21, 2015 To whom it may concern, The Puget Sound Emergency Radia Network ("PSERN") project has recently begun its Civil Site Development work. The project is being administered by the King County Department of Information Technology on behalf of the County's regional partners who own the current network. This letter certifies that the resulting PSERN infrastructure and end user devices will constitute a two-way emergency radio system that exists to provide permanent emergency radio services for public -safety first, second, third and other responders to residents and visitors throughout King County. Sincerely, David Mendel PSERN Project Director Exhibit 13 LIM King County Department of Information Technology CNK -EX -0600 401 Fifth Avenue, Suite 600 Seattle, WA 98104 206-263-7887 Fax 206.296.7608 TTY Relay: 711 May 23, 2016 RE: King County's Puget Sound Emergency Radio Network Deployment at RCECC in Renton To Whom It May Concern, King County voters approved Proposition 1 in 2415 to fund the deployment of the Puget Sound Emergency Radio Network (PSERN). PSERN is deploying the next generation of emergency radio networks, greatly increasing Coverage, Capacity, Capability and Connectivity throughout the region. The King County Regional Communications and Emergency Coordination Center (RCECC) at 3511 NE 2nd St in Renton is the nerve center for disaster preparedness and emergency response planning in and around our region. PSERN is proposing to raise the existing 150' tower at the RCECC facility by 25' to a total height of 175'_ We need this additional height in order to fulfil RCECC's critical mission as the emergency communications hub of King County. This height is required in order for us to locate 3 microwave antennas which connect back to the towers on Capitol Hill in Seattle_ This link, which is also being made redundant with dedicated fiber, forms the backbone of the new emergency radio network. The deployment at the RCECC is an imperative for the emergency radio network and the tower extension at the RCECC is required to provide us full functionality. The required total height of 175' was determined by field path analysis and driven by the need to locate 3 x 6' dishes all pointing to Capitol Hill. King County and the PSERN team appreciate your attention to this urgent matter. We encourage you to approve this proposed deployment so that we can ensure first responders have the support they need when responding to emergencies. Regards, 2_a Davi Mendel PSERN Project Director (attachments) May 23, 2016 Page 2 About PSERN When we call 9-1-1, a dispatcher sends us police officers, fire fighters, and emergency medical staff using a radio communications system. The same system is used by first responders to coordinate activities at emergency events, communicate with each other and with their supervisors directing response activities. Time is often critical during emergency situations therefore dispatch and first responders need a reliable radio communications system to help them respond efficiently. The current emergency radio system is over 20 years old and is in danger of failing if it isn't replaced. Parts on the system are already wearing out and it will soon be at risk for service outages, increased dead spots in coverage and lack of effective communication for emergency responders. By the end of 2018, the vendor we use to supply new and replacement parts and repair used parts for the system will no longer provide them to us. In addition, the current system was designed in 1992 for the County's population at that time. Over the years, the population throughout the County has steadily increased and residents are living in regions they didn't before which creates coverage challenges for the current system. The new system will have several new features including improved Coverage, Capacity, Capability and Connectivity. This is a large project; the budget will be approximately $273 million_ On April 28, 2415 King County brought a levy before voters and they approved it so the PSERN project has begun_ You can find more information on the project at www, ser.or NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE (DNS) A Master Application has been filed and accepted with the Department of Community & Economic Development (CEO) — Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: June 10, 2016 LAND USE NUMBER: LUA16-000418, ECF, SA -H, CU -H, VAR -H PROJECT NAME: King County PSERN Emergency Communications PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. PROJECT LOCATION: 3511 NE 2nd St OPTIONAL DETERMINATION OF NON -SIGNIFICANCE (DNS): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS process to give notice that a DNS is likely to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non -Significance (DNS). This may be the only opportunity to comment on the environmental impacts of the proposal. A 14 -day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: June 7, 2016 NOTICE OF COMPLETE APPLICATION: June 10, 2016 APPLICANT/PROJECT CONTACT PERSON: Sarah Telschow, Odelia Pacific Corp/ 5506 6v' Ave S, Ste 202/ Seattle, WA 98108/ 206-979-6268/ steschow@odelia.com Permits/Review Requested: Environmental (SEPA) Review, HE Conditional Use, Site Plan Review - HEX, Variance Other Permits which may be required: Building Permit Exhibit Requested Studies: Geotechnical Report 14 Location where application may be reviewed: Department of Community & Economic Development (CED) — Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED — Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: King County PSERN Emergency Communications / LUA16-000418, ECF, SA -H, CU -H, VAR NAME: MAILING ADDRESS: City/State/Zip: TELEPHONE NO_: PUBLIC HEARING: Public hearing is tentatively scheduled f Iv 26, 2016 before the Renton Hearing Examiner in Renton Council Ch rs at 12:00 pm on the 7th floor of Renton City Hall located at 1055 South Grady Way. CONSISTENCY OVERVIEW: Zoning/Land Use: The subject site is designated COMP -EA on the City of Renton Comprehensive Land Use Map and I -L on the City's Zoning Map. Environmental Documents that Evaluate the Proposed Project: Environmental (SEPA) Checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA ordinance, 4-2-130A, 4-9-030G, 4- 9-030D, 4-9-ZSOB5 and other applicable codes and regulations as appropriate. Comments on the above application must be submitted in writing to Matt Herrera, Senior Planner, CED — Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on June 24, 2016. This matter is also tentatively scheduled for a public hearing on July 26, 2016, at 12:00pm, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Planning Division to ensure that the hearing has not been rescheduled at (425) 430-6578. Following the issuance of the SEPA Determination, you may still appear at the hearing and present your comments regarding the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager_ Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Matt Herrera, Senior Planner; Tel: (425) 430-6593; Eml: mherrera@rentonwa.gov PLEAE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 10th day of June, 2016, 1 deposited in the mails of the United States, a sealed envelope containing Notice of Application and Acceptance documents. This information was sent to: Name Representing Agencies See Attached At DAlessandro Owner Sarah Teleschow, Odelia Pacific torp Contact Madeline Chaney, Odelia Pacific Corp Applicant 300' Surrounding Properties See Attached A (Signature of Sender): STATE OF WASHINGTON ) ] SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Sabrina Mirante signed this instrument and acknowledged it to be his/her/their free and voluntary �,Act't& "I}e uses andpurposes mentioned in the instrument. Dated: Notary Public in and for the State of Washington Notary (Print): My appointment expires: Project Name: King County PSERN Emergency Communications Project Numbers LUA16-000418, ECF, SA -H, CU -H, VAR -H template - affidavil of service by mailing AGENCY (DOE) LETTER MAIEitmG (ERC DETERMINATIONS) Dept. of Ecology •• Dept. of Ecology •• Muckleshoot Indian Tribe Fisheries Dept Environmental Review Section Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 PO Box 47703 39015 — 172nd Avenue SE Olympia, WA 98504-7703 Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region ' Duwamish Tribal office Muckleshoot Cultural Resources Program •`� Attn- Rarnin Patooki 4717 W Marginal Way SW Attn: Laura Murphy King Area Dev. Serv., MS -240 Seattle, WA 98106-1514 39015 17214 Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers' KC Wastewater Treatment Division • Muckleshoot Cultural Resources Program Seattle District Office Environmental Planning Supervisor Attn: Erin Slaten Attn: SEPA Reviewer Ms. Shirley Marroquin 39015 172nd Avenue SE PO Box C-3755 201 S. Jackson ST, MS KSC-Nit-050 Auburn, WA 98092-9763 � Seattle. WA 98124 Seattle, WA 98104-3855 i Boyd Powers "' WDFW - Larry Fisher" Office of Archaeology & Historic Preservation' Depart. of Natural Resources 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler PO Box 47015 Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-7015 Olympia, WA 98504-8343 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Tim McHarg Attn: Charlene Anderson, AICD, ECD 35030 SE Douglas St. $1210 Director of Community Development 220 Fourth Avenue South Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Wendy Weiker, Community Svcs. Mgr. lack Pace, Responsible Official Gary Kriedt 355110"' Ave NE 6200 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 Mailstop EST 11W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98004 Seattle Public utilities Puget Sound Energy Jalaine Madura, Doug Corbin, Municipal Liaison Mgr. Attn: SEPA Responsible Official 6905 South 2281" St 700 Fifth Avenue, Suite 4900 Kent, WA 98032 PO Box 34018 Seattle, WA 98124-4018 'Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. ' 'Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: seoaunit@ecv.wagov "• Karen Walter, Laura Murphy and Erin Staten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresse5.-KWalter.@mppkt%hoot.nsn.us I L_aura.murphy@muckleshoot.nsn.us erin.sl2 enPmuckleshoot.nsn.us "'Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sea enter dnr-wa. ov template - affidavit of service by mailing Al O'Alessandro MADELINE CWANEY Sarah Teleschow King County ODELIA PACIFIC CORPORATION Odelia Pacific Corp 401 5th Ave, Ste 500 5506 6th Ave 5, 200 Seattle, WA 98104 Seattle, WA 98108 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 32 375 Union Ave SE UNIT 33 375 Union Ave SE UNIT 34 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 35 375 Union Ave SE UNIT 36 375 Union Ave SE UNIT 37 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 38 375 Union Ave SE UNIT 39 375 Union Ave 5E UNIT 4 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 41 375 Union Ave SE UNIT 42 375 Union Ave SE UNIT 43 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 44 375 Union Ave SE UNIT 45 375 Union Ave SE UNIT 46 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 47 375 Union Ave SE UNIT 48 375 Union Ave SE UNIT 49 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 5 375 Union Ave SE UNIT 50 375 Union Ave SE UNIT 51 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 52 375 Union Ave SE UNIT 53 375 Union Ave SE UNIT 54 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 55 375 Union Ave SE UNIT 56 375 Union Ave SE UNIT 57 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 58 375 Union Ave 5E UNIT 59 375 Union Ave SE UNIT 6 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 60 375 Union Ave SE UNIT 61 375 Union Ave SE UNIT 62 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 64 375 Union Ave SE UNIT 65 375 Union Ave SE UNIT 66 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENTTENANT 375 Union Ave SE UNIT 67 375 Union Ave SE UNIT 68 375 Union Ave SE UNIT 7 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 70 375 Union Ave SE UNIT 71 375 Union Ave SE UNIT 72 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 73 375 Union Ave SE UNIT 74 375 Union Ave SE UNIT 75 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 76 375 Union Ave SE UNIT 77 375 Union Ave SE UNIT 78 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 2623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 79 375 Union Ave SE UNIT 8 375 Union Ave SE UNIT 80 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 81 375 Union Ave SE UNIT 82 375 Union Ave SE UNIT 83 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 84 375 Union Ave 5E UNIT 85 375 Union Ave SE UNIT 86 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 88 375 Union Ave SE UNIT 89 375 Union Ave SE UNIT 9 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 93 375 Union Ave SE UNIT 94 375 Union Ave SE UNIT 95 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 CURRENT TENANT 375 Union Ave SE UNIT 96 Renton, WA 98059 1623059022 CURRENT TENANT 375 Union Ave SE UNIT 99 Renton, WA 98059 1623059022 CURRENT TENANT 375 Union Ave SE UNIT 97 Renton, WA 98059 16230S9022 CURRENT TENANT 375 Union Ave SE UNIT 98 Renton, WA 98059 1434000010 1623059015 1623059015 ICING COUNTY -ROADS CURRENTTENANT CURRENTTENANT 201 5 JACKSON 5T #315 201 Union Ave SE UNIT 1 201 Union Ave SE UNIT 10 SEATTLE, WA 98104 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave 5E UNIT 100 201 Union Ave SE UNIT 101 201 Union Ave SE UNIT 102 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave 5E UNIT 103 201 Union Ave SE UNIT 104 201 Union Ave SE UNIT 105 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 106 201 Union Ave SE UNIT 107 2.01 Union Ave SE UNIT 108 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 109 201 Union Ave SE UNIT 11 201 Union Ave SE UNIT 110 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 111 201 Union Ave 5E UNIT 112 201 Union Ave 5E UNIT 113 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 1.14 201 Union Ave SE UNIT 115 201 Union Ave SE UNIT 116 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 117 201 Union Ave SE UNIT 118 201 Union Ave SE UNIT 119 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 162305901.5 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 12 201 Union Ave SE UNIT 120 201 Union Ave SE UNIT 121 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 122 201 Union Ave SE UNIT 123 201 Union Ave SE UNIT 124 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 125 201 Union Ave SE UNIT 126 201 Union Ave SE UNIT 127 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 128 201 Union Ave SE UNIT 129 201 Union Ave SE UNIT 13 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 130 201 Union Ave SE UNIT 131 201 Union Ave S£ UNIT 132 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 133 201 Union Ave SE UNIT 134 201 Union Ave SE UNIT 135 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 136 201 Union Ave SE UNIT 137 201 Union Ave SE UNIT 138 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 139 201 Union Ave SE UNIT 14 201 Union Ave SE UNIT 140 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 141 201 Union Ave SE UNIT 142 201 Union Ave SE UNIT 143 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 144 201 Union Ave SE UNIT 145 201 Union Ave SE UNIT 146 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 147 201 Union Ave SE UNIT 148 201 Union Ave SE UNIT 149 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 15 201 Union Ave SE UNIT 150 201 Union Ave SE UNIT 151 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 1S3 201 Union Ave SE UNIT 153 201 Union Ave 5E UNIT 155 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 155 201 Union Ave SE UNIT 157 201 Union Ave SE UNIT 157 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 158 201 Union Ave SE UNIT 159 201 Union Ave SE UNIT 16 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 160 201 Union Ave SE UNIT 161 201 Union Ave SE UNIT 162 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 163 201 Union Ave SE UNIT 165 201 Union Ave SE UNIT 166 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 16230S9015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 167 201 Union Ave SE UNIT 168 201 Union Ave SE UNIT 169 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 17 201 Union Ave SE UNIT 170 201 Union Ave SE UNIT 171 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 172 201 Union Ave SE UNIT 173 201 Union Ave SE UNIT 174 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 175 201 Union Ave SE UNIT 176 201 Union Ave SE UNIT 177 Renton, VILA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 178 201 Union Ave SE UNIT 179 201 Union Ave SE UNIT 18 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 180 201 Union Ave SE UNIT 181 201 Union Ave SE UNIT 182 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 183 201 Union Ave SE UNIT 184 201 Union Ave SE UNIT 185 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 186 201 Union Ave SE UNIT 187 201 Union Ave SE UNIT 188 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 189 201 Union Ave SE UNIT 19 201 Union Ave SE UNIT 190 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 191 201 Union Ave SE UNIT 192 201 Union Ave SE UNIT 193 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 194 201 Union Ave SE UNIT 195 201 Union Ave SE UNIT 196 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 197 201 Union Ave SE UNIT 198 201 Union Ave 5E UNIT 199 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 2 201 Union Ave SE UNIT 20 201 Union Ave SE UNIT 200 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 201 201 Union Ave SE UNIT 202 201 Union Ave SE UNIT 203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 204 201 Union Ave SE UNIT 205 201 Union Ave SE UNIT 206 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave 5E UNIT 207 201 Union Ave SE UNIT 208 201 Union Ave SE UNIT 209 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 21 201 Union Ave SE UNIT 210 201 Union Ave SE UNIT 211 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 212 201 Union Ave SE UNIT 213 201 Union Ave SE UNIT 214 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 215 201 Union Ave SE UNIT 216 201 Union Ave SE UNIT 217 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 218 201 Union Ave SE UNIT 219 201 Union Ave SE UNIT 22 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 220 201 Union Ave SE UNIT 221 201 Union Ave 5E UNIT 222 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 223 201 Union Ave SE UNIT 224 201 Union Ave SE UNIT 225 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 226 201 Union Ave SE UNIT 227 201 Union Ave SE UNIT 228 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave 5E UNIT 229 201 Union Ave SE UNIT 23 201 Union Ave SE UNIT 230 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201. Union Ave SE UNIT 231 201 Union Ave SE UNIT 232 201 Union Ave SE UNIT 233 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 234 201 Union Ave SE UNIT 235 201 Union Ave SE UNIT 236 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 238 201 Union Ave SE UNIT 24 201 Union Ave SE UNIT 241 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 243 201 Union Ave SE UNIT 245 201 Union Ave SE UNIT 247 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 248 201 Union Ave SE UNIT 249 201 Union Ave SE UNIT 25 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 250 201 Union Ave SE UNIT 26 201 Union Ave SE UNIT 27 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 28 201 Union Ave SE UNIT 29 201 Union Ave SE UNIT 3 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 30 201 Union Ave SE UNIT 31 201 Union Ave SE UNIT 32 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 33 201 Union Ave SE UNIT 34 201 Union Ave SE UNIT 35 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 36 201 Union Ave SE UNIT 37 201 Union Ave SE UNIT 38 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 39 201 Union Ave SE UNIT 4 201 Union Ave SE UNIT 40 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 41 201 Union Ave SE UNIT 42 201 Union Ave SE UNIT 43 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 44 201 Union Ave SE UNIT 45 201 Union Ave SE UNIT 46 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 47 201 Union Ave SE UNIT 48 201 Union Ave 5E UNIT 49 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1.623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 5 201 Union Ave SE UNIT 50 201 Union Ave SE UNIT 51 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 52 201 Union Ave SE UNIT 53 201 Union Ave SE UNIT 54 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 55 201 Union Ave S€ UNIT 56 201 Union Ave SE UNIT 57 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 58 201 Union Ave SE UNIT 59 201 Union Ave SE UNIT 6 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 60 201 Union Ave SE UNIT 61 201 Union Ave SE UNIT 62 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 63 201 Union Ave SE UNIT 64 201 Union Ave SE UNIT 65 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 66 201 Union Ave SE UNIT 67 201 Union Ave SE UNIT 68 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 69 201 Union Ave SE UNIT 7 201 Union Ave SE UNIT 70 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 71 201 Union Ave SE UNIT 72 201 Union Ave SE UNIT 73 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 74 201 Union Ave SE UNIT 75 201 Union Ave SE UNIT 76 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 77 201 Union Ave SE UNIT 78 201 Union Ave SE UNIT 79 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 8 201 Union Ave SE UNIT 80 201 Union Ave SE UNIT 81 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 82 201 Union Ave SE UNIT 83 201 Union Ave SE UNIT 84 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 85 201 Union Ave SE UNIT 86 201 Union Ave SE UNIT 87 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 88 201 Union Ave SE UNIT 89 201 Union Ave SE UNIT 9 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave 5E UNIT 90 201 Union Ave SE UNIT 91 201 Union Ave SE UNIT 92 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 93 201 Union Ave SE UNIT 94 201 Union Ave SE UNIT 95 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 96 201 Union Ave SE UNIT 97 201 Union Ave SE UNIT 98 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059016 1623059022 CURRENT TENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 99 202 Union Ave SE UNIT 237 375 Union Ave SE UNIT 100 Renton, WA 98059 Renton, WA 98060 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 101 375 Union Ave SE UNIT 104 375 Union Ave SE UNIT 105 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave 5E UNIT 108 375 Union Ave SE UNIT 109 375 Union Ave SE UNIT 11 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENTTENANT 375 Union Ave SE UNIT 110 375 Union Ave SE UNIT 111 375 Union Ave SE UNIT 112 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 113 375 Union Ave SE UNIT 114 375 Union Ave SE UNIT 115 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENTTENANT 375 Union Ave SE UNIT 116 375 Union Ave SE UNIT 117 375 Union Ave SE UNIT 118 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENT TENANT 375 Union Ave SE UNIT 119 375 Union Ave SE UNIT 12 375 Union Ave SE UNIT 120 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 121 375 Union Ave SE UNIT 122 375 Union Ave SE UNIT 123 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 124 375 Union Ave SE UNIT 125 375 Union Ave SE UNIT 126 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 127 375 Union Ave SE UNIT 128 375 Union Ave SE UNIT 129 Renton, SIVA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 13 375 Union Ave SE UNIT 130 375 Union Ave SE UNIT 131 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 132 375 Union Ave SE UNIT 133 375 Union Ave SE UNIT 134 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 135 375 Union Ave SE UNIT 136 375 Union Ave SE UNIT 137 Renton, WA 98059 Renton, WA 980S9 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 138 375 Union Ave SE UNIT 139 375 Union Ave SE UNIT 14 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 140 375 Union Ave SE UNIT 142 375 Union Ave SE UNIT 143 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 144 375 Union Ave SE UNIT 145 375 Union Ave SE UNIT 146 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 147 375 Union Ave SE UNIT 148 375 Union Ave SE UNIT 149 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 15 375 Union Ave SE UNIT 150 375 Union Ave SE UNIT 151 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 152 375 Union Ave SE UNIT 153 375 Union Ave SE UNIT 154 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 155 375 Union Ave SE UNIT 156 375 Union Ave 5E UNIT 157 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059422 CURRENTTENANT CURRENTTENANT CURRENT TENANT 375 Union Ave SE UNIT 16 375 Union Ave SE UNIT 161 375 Union Ave SE UNIT 162 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENTTENANT 375 Union Ave SE UNIT 164 375 Union Ave SE UNIT 165 375 Union Ave SE UNIT 166 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 168 375 Union Ave SE UNIT 169 375 Union Ave SE UNIT 17 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059422 CURRENT TENANT CURRENTTENANT CURRENT TENANT 375 Union Ave SE UNIT 170 375 Union Ave SE UNIT 171 375 Union Ave SE UNIT 172 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENTTENANT 375 Union Ave SE UNIT 173 375 Union Ave 5E UNIT 174 375 Union Ave SE UNIT 175 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 176 375 Union Ave SE UNIT 178 375 Union Ave SE UNIT 179 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 18 375 Union Ave SE UNIT 180 375 Union Ave SE UNIT 181 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 182 375 Union Ave SE UNIT 183 375 Union Ave SE UNIT 184 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 185 375 Union Ave SE UNIT 186 375 Union Ave SE UNIT 187 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENTTENANT 375 Union Ave SE UNIT 188 375 Union Ave SE UNIT 189 375 Union Ave SE UNIT 19 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENTTENANT 375 Union Ave SE UNIT 191 375 Union Ave SE UNIT 192 375 Union Ave SE UNIT 193 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 194 375 Union Ave SE UNIT 195 375 Union Ave SE UNIT 196 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENT TENANT 375 Union Ave 5E UNIT 197 375 Union Ave SE UNIT 198 375 Union Ave SE UNIT 199 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 2 375 Union Ave SE UNIT 20 375 Union Ave SE UNIT 200 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 201 375 Union Ave SE UNIT 202 375 Union Ave SE UNIT 203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENTTENANT CURRENT TENANT 375 Union Ave SE UNIT 21 375 Union Ave SE UNIT 22 375 Union Ave SE UNIT 23 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 2623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENT TENANT 375 Union Ave SE UNIT 24 375 Union Ave SE UNIT 25 375 Union Ave 5E UNIT 26 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENTTENANT 375 Union Ave SE UNIT 27 375 Union Ave 5E UNIT 28 375 Union Ave SE UNIT 29 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 3 375 Union Ave SE UNIT 30 375 Union Ave SE UNIT 31 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE (DNS) A Master Application has been filed and accepted with the Department of Community E Economic Development {CED] — Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: June 10, 2016 LAND USE NUMBER: LUA16.000418, ECF, SA -H, CU -H, VAR•H PROJECT NAME: King County PSERN Emergency Communications PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed ZS -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district, The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the Communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. PROJECT LOCATION: 3511 NE 2n° St OPTIONAL DETERMINATION OF NON -SIGNIFICANCE (DNS): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project_ Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS process to give notice that a DNS is likely to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non -Significance (DINS). This may be the only opportunity to comment on the environmental impacts of the proposal. A 14 -day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: June 7, 2016 NOTICE OF COMPLETE APPLICATION: June 10, 2016 APPLICANT/PROJECT CONTACT PERSON: Sarah Telschow, Odelia Pacific Corp/ 5506 E'" Ave S, Ste 262{ Seattle, WA 98108/ 206.979.6268/ steschow@odelia.tom Permits/Review Requested: Environmental (SE PA) Review, HE Conditional Use, Site Plan Review - HEX, Variance Other Permits which may be required: Building Permit Requested Studies: Geotechnical Report Location where application may be reviewed: Department of Community & Economic Development (CED) — Planning Division, Sixth Floor Renton City Hall, I055 South Grady Way, Renton, WA 98057 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CEO — Planning Division, 1055 So. Grady Way, Renton, WA 98057, Name/File No.: King County PSERN Emergency Communications / LUA16-000418, ECF, SA -H, CU -H, VAR NAME: MAILING ADDRESS: TELEPHONE NO.: City/State/Zip: =1 Try OF --,---,�-Renton UR NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NONSIGNIFICANCE (DNS) • M.rIP .AQI'[l41.n P., I ...... a and a[rtrr•e —h I.. GAAXrnnr [I L.ri,r:,nn a ['N[iwv aL+nbrrnllr IL[71- IlanMal LIpI1m,l IM Oh M L.n,nn. ih, WiINIrC bNrt! ticwq„M IAD14u W. W Iaf n.4rruM1 Nlllc laPovfl4 Darr d /1CrrtR OY Uh1Gf:aN: Ifi la.:Zlc U[hO UQluYlafLa; L'Jr.:A�a'151. [-i•}II ::�It valN raottn XWI: 1�[[a.rr ss[aN 1:•r+pMl rami ++Y11M:1 MOa[l CLllaiAFOh_R,IC4[Yel l4 rrT,fyerl lv.aml[t1':nrl ls. Ilm 'aC,Wr W. 'arar[I. s:nl (n•IK_MM fMarre D,rim:rr.'.m ::Aaal /p a LIr Av1N JS b:[!r tt1 runa+c !,d ¢['alfd '1'pmrrr.nl b In f•�t:ry I•A fm[ t+r+ILr^ry IPrtr4n+o:'bn 11rr lxc e1:en1 V aerl ra+Jan [. ,afrNl nwcr Pe lPl d It! 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CERTIFICATION t hereby certify that 3 copies of the above document were posted in _ conspicuous places or nearby the described properp on Date:- x—� �' : g� 1 kJ Signeo: STATE OF WASHINGTON ) ) SS COUNTY OF KING ) certify that I know or have satisfactory evidence that ,,, I_, . r:. _:., J • , signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: Notary Public in and for the State of Washington r Al 1•1ntary (Print): (•1 My appointment expires: r ITY OF --..�����Renton OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE (DNS) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: King County PSERN Emergency Communications Tower Extension PROJECT NUMBER: LUA36-000418, ECF, SA -H, CU -H, V -H LOCATION: 3511 Zhd St DESCRIPTION: THE APPLICANT IS REQUESTING HEARING EXAMINER SITE PLAN REVIEW, CONDITIONAL USE PERMIT, VARIANCE, AND ENVIRONMENTAL THRESHOLD DETERMINATION (SEPA) FOR A PROPOSED 25 -FOOT HEIGHT INCREASE AND ASSOCIATED IMPROVEMENTS TO AN EXISTING 150 -FOOT EMERGENCY COMMUNICATIONS TOWER. THE PROPOSAL WOULD RESULT IN AN OVERALL TOWER HEIGHT OF 175 -FEET WITH AN ANTENNA AND LIGHTING ROD EXTENSION EXTENDING TO 193 -FEET. THE PROJECT SITE IS THE KING COUNTY OFFICE OF EMERGENCY MANAGEMENT LOCATED AT 3511 NE 2ND STREET. THE PROJECT SITE IS WITHIN THE LIGHT INDUSTRIAL (IL) ZONING DISTRICT. THE PROPOSED COMMUNICATIONS TOWER IMPROVEMENTS ARE A COMPONENT OF THE PUGET SOUND EMERGENCY RADIO NETWORK (PSERN) PROJECT INTENDED TO REPLACE AND UPGRADE THE EXISTING REGIONAL EMERGENCY NETWORK USED TO REACH AND COORDINATE EMERGENCY RESPONDERS. ADDITIONAL IMPROVEMENTS TO THE COMMUNICATIONS TOWER INCLUDE SIX (6) MICROWAVE DISHES AND TWO (2) ANTENNAS. EQUIPMENT AND HVAC UPGRADES WILL OCCUR WITHIN INTERIOR OF THE EXISTING EMERGENCY MANAGEMENT BUILDING. THE PROPOSED TOWER EXTENSION AND ANTENNAS ARE PROPOSED TO BE PAINTED TO CLOSELY MATCH THE EXISTING FACILITY. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 15, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and information regarding the appeal process may be obtained from the Renton City Clerles Office, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON JULY 26, 2016 AT 12:00 PM TO CONSIDER THE CONDITIONAL USE PERMIT, SITE PLAN REVIEW AND VARIANCE, IF THE ENVIRONMENTAL DETERMINATION 15 APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. Exhibit 15 FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAIUNG On the 30th day of June, 2016,1 deposited in the mails of the United States, a sealed envelope containing ERC Determination and Notice documents. This information was sent to: Name Representing Agencies See Attached Al D'Alessandro, Icing County Owner Sarah Telechow, Odelia Pacific Corp Applicant denature of Sender): fll I STATE OF WASHINGTON ) j SS COUNTY OF KING I certify that I know or have satisfactory evidence that Sabrina Mirante70 signed this instrument and acknowledged it to be his/her/their free and voluntary act fot the uses aril porpo*s mentioned in the instrument, � 7 Dated: Q.tc1n �J L7. of ] ce V�16L M Nota ublic in and for the State of W shh tvn' Notary (Print:! Wo l My appointment expires: Au -i,11 Project Name: King County PSERN Emergency Communications Tower Extension Project Number. l.UA16-00041$, ECF, SA -H, CU -H, V -H template - arftdavil of service by mailing AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept, of Ecology " Dept. of Ecology " Muckieshoot Indian Tribe Fisheries Dept. Environmental Review Section Attn: Misty Stair Attn-. Karen Walter or SEPA Reviewer PO Box 47703 PO Box 47703 39015 — 172114 Avenue SE 1 Olympia, WA 98504.7703 Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region • Duwamish Tribal Office ' Muckleshoot Cultural Resources Program'• Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Laura Murphy King Area Dev. Serv., MS -240 Seattle, WA 98106-1514 39015 172nd Avenue SE PO Box 330310 Auburn, WA 98092-9763 I Seattle, WA 98133-9710 US Army Corp. of Engineers KC Wastewater Treatment Division • Muckleshoot Cultural Resources Program •• Seattle District Office Environmental Planning Supervisor Attn: Erin Slaten Attn: SEPA Reviewer Ms. Shirley Marroquin 39015172"d Avenue SE PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 Auburn, WA 98092.9763 Seattle, WA 98124 Seattle, WA 98104-3855 Boyd Powers "' WDFW - Larry Fisher' Office of Archaeology & Historic Preservation' Depart, of Natural Resources 1775 12th Ave. NW Suite 241 Attn, Gretchen Kaehler PO Box 47015 Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-7015 Olympia, WA 98504-8343 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn., Tim McHarg Attn: Charlene Anderson, AICP, ECD 35030 SE Douglas St. #210 Director of Community Development 220 Fourth Avenue South Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Wendy Weiker, Community Svcs. Mgr. Jack Pace, Responsible Official Gary Kriedt 355 110'^ Ave NE 6200 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 Mailstop EST 11W Tukwila, WA 98188 Seattle, WA 98104.3856 Bellevue, WA 98004 Seattle Public Utilities Puget Sound Energy Jalaine Madura, Doug Corbin, Municipal Liaison Mgr. Attn: SEPA Responsible Official 6905 South 2281h St 700 Fifth Avenue, Suite 4900 Kent, WA 98032 PO Box 34018 Seattle, WA 98124-4018 'Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. "Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov "'Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot.nsn.us j Laura.murphy@muckleshoot,nsn.us j erin.slaten@muckleshoot.nsn.us ••'Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov lemplale - affidavit of service by mailing Al D'Alessandro Sarah Teleschow King County Odelia Pacific Corp 401 5th Ave, Ste 500 SS06 6th Ave S, 200 Seattle, WA 98104 Seattle, WA 98108 N(0�jTj OF ERVIRONMIENTAL A EYE RMIINATI ON 15:V4NCf QF A PC7 CflM1tl!JATIO[i Of LIONSlG4LtfiCAkCI (PIIS? 1',-.11= Y]r;:f:'f k xl[ �PI31[] vfP=Crrl171 a'+LxIIA Pr+',':n1aL a[T:O:i f1'rl G, four- +ui4•.'Al;lex i,rlar.]Coww.,a>la.f ie+e•f•t.n.. f'aC:l Ct fNuerP. :ale4W 1L IQ. 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II,l urlal w1:11 �]a]+S 6a110t n�i:IVI1�::KAi".: { ej CERTIFICATION 1, 'hereby certify that copies of the above document were posted in conspicuous places or nearby the described property on Date: Signed. i STATE OF WASHINGTON Ss COUNTY OF MNG I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: 1,,,, ;a4 ,. c in and for the State of Washington Notary Pc}i�ii ,e 1 1) t Vf Notary (Print): � My appointment expires: r•Y Leslie Betlaeh n t- o n Plan Review Routing Slip Plan Number: LUA16-000418 Name: King County PSERN Emergency Communications Tower Extension Site Address: 3511 NE 2ND ST, N/A Description: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility_ Review Type: Community Services Review- Version 1 Date Assigned: 06/10/2016 Date Due: 06/24/2016 Project Manager: Matt Herrera Environmental Impact Earth Animals Light/Glare Historic/Cultural Preservation Air Environmental Health Recreation Airport Environmental 10,000 Feet 14,000 Feet Water Energy/Natural Resources Utilities Plants Housing Transportation Land/5horelineUse I Aesthetics Public Service Where to enter your comments: Manage My Reviews Which types of comments should be entered: Recommendation - Comments that impact the project including any of the Enivornmental Impacts above. Correction - Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation. What statuses should be used: Reviewed - I have reviewed the project and have no comments. Reviewed with Comments - I have reviewed the project and and I have comments entered in Recommendations. Correction/Resubmit - I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added corrections in Corrections. Signature of Director or Authorized Representative AF0IDAVIT 01<SERV[GI`Y MAILiN� On the 30th day of June, 2016, 1 deposited in the mails of the United States, a sealed envelope containing ERC Determination and Notice documents. This information was sent to: Agencies See Attached Al D'Alessandro, King County Owner Sarah Telechow, Odelia Pacific Corp Applicant (Signature of Sender): STATE OF WASHINGTON ) ) SS COUNTY OF KING ) \ROLL }. I certify that i know or have satisfactory evidence that Sabrina Mirante b y f� • 7D . signed this instrument and acknowledged it to be his/her/their free and voluntary act' f h l eg an' pw mentioned in the instrument. O & %,P, I Dated: �.u, 30, aotce .tL E23:�etAhn ''<< SHINGIOz;- Nota6fublic in and for the State of WW Notary (Print): My appointment expires: King County PSERN Emergency Communications Tower Extension LUA16-000418, ECF, SA -H, CU -H, V -H template - affidavit of service by mailing AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology ** Dept. of Ecology ** Muckleshoot Indian Tribe Fisheries Dept. ** Environmental Review Section Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 PO Box 47703 39015 —172nd Avenue SE Olympia, WA 98504-7703 Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region * Duwamish Tribal Office * Muckleshoot Cultural Resources Program ** Attn: Ramin Pazooki 4717W Marginal Way SW Attn: Laura Murphy King Area Dev. Serv., MS -240 Seattle, WA 98106-1514 39015 172nd Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers * KC Wastewater Treatment Division * Muckleshoot Cultural Resources Program ** Seattle District Office Environmental Planning Supervisor Attn: Erin Slaten Attn: SEPA Reviewer Ms. Shirley Marroquin 39015 172nd Avenue SE PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 Auburn, WA 98092-9763 Seattle, WA 98124 Seattle, WA 98104-3855 Boyd Powers *** WDFW - Larry Fisher* Office of Archaeology & Historic Preservation* Depart. of Natural Resources 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler PO Box 47015 Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-7015 Olympia, WA 98504-8343 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn. SEPA Section Attn. Tim McHarg Attn: Charlene Anderson, AICP, ECD 35030 SE Douglas St. 6210 Director of Community Development 220 Fourth Avenue South Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Wendy Weiker, Community Svcs. Mgr. Jack Pace, Responsible Official Gary Kriedt 355 110th Ave NE 6200 Southcenter Blvd, 201 South Jackson Street KSC-TR-0431 Mailstop EST 11W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98004 Seattle Public Utilities Puget Sound Energy Maine Madura, Doug Corbin, Municipal Liaison Mgr. Attn: SEPA Responsible Official 6905 South 2281h St 700 Fifth Avenue, Suite 4900 Kent, WA 98032 PO Box 34018 Seattle, WA 98124-4018 *Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be seat a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov ** Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot.nsn.us I Laura.murphy@muckleshoot.nsn.us I erin.slaten@muckleshoot.nsn.us ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template - affidavit of service by mailing Al D'Alessandro Sarah Teleschow King County Odelia Pacific Corp 401 Sth Ave, Ste 500 5506 6th Ave S, 204 Seattle, WA 98104 Seattle, WA 98108 OF ENVIRONMENTAL DETERMINAMN ISSUANCE OF A DETERMINATION OF NONs3GNIFICANEE {ONS) POSTED TONOTIFY1NTE0.ESTE0PERSONS OFANENVIRONMENTA ACTION PADIECTNAM' IQnE tounh PSERM FmnrE.IRy[Rmmunlc�Nmw TAwrr EAi•.N1An PROJECT NU MRERI LUA16-0WIlE E[F, FA -H, NHI,V.R L05AnoH: Rsus.se DF H,TTN: THE APPUIa T G RMEMR HFMING I ­ MER POW REVIEW, [OaOmONW USE Pf EMrt,vANAN[!, ANO ENaWONMEMAITHRF1NOlO OETEFE pAnOM (SEPA) FOP A PROM -0 35� HEERJTWEREASFANO ASSOWTEOIMFROVEFAEI.TSTOAM IaAll G156 MEMEAG a CONMUNNAA=MTOWM WE PROPOSLL W MM KESULTTNAN OVERALL TOVEER HEKWT OF1T5 REE T WITH AH ANR ANRUGNTOIG R_OVEN GGN IXfFNORAR TA 196RLT. WE FROM3MISTHKMNECOUNTY "III OFEMLR6ENCY NJ✓ -WENT LOCATE- AT ss51 NE1M0.W". THE PAW 0—IITE IS M1RRN THE UG INOJRT & IILJ30NNG E,I1HNCT. THE PROPOFEO MMMUMK TTOTR TOWEK 1M ,M ARE R COA.PONENT OF THF PVGCT SOUND EMEPAFNCT MID NFTWGRKVSFRNI PRMECTIHTEMOm TO REPLACE" a UPGRADE THE gISnNG REGIONAL EMERGENCY xVHMORK llSFD TO PEACH M 0 o00RONATF EMFRGEaCT RERFONDEAS AMMONILL 1 MPRONFMFMTS TO THE MI MUNNIITIOMS TOWER NCLUDE SO 161 NRCAOWWF 015X!5 ATM TWO - HTEEH,AiAAw6FMOTTUW RPIHG. WE AIOPOSw TOWER DIT nM AND ANTENNAS APE PT MsR010 M PUNTED TO CMMY NMTORTHE EMIG0M0 FAa UTY. THE CHY OF RENTON ENVI40NMENTAL REOIEW CCMMNTEE (ERCI HAS DETERMINED THAT THE PROPOSED ACTION DOES HOT HAVE A SIGMIFICANTADVERS£ IMPACTON THE ENVIRONMENT. APE_, MtlwmrkolR•.nJ>L aetsrninFUAn nuRhr IMd IR VNtlnKmw h.Nn 690 pm. nNJuM 15,3016, TngM r wah.ti rrqutnd Fn w1A: PrRHq ��[ 4-6150a dIdamANRA T+PIaPIK �PPrFI praWuu�he �N d IM F1NmhNF nn RAYRInd bf CRR R Hom.AR A.mRn Op Cl.11'n Dmn.1a551 am.cEla A PUPUE NEARING WAL PE HELD BY TRE RENTON HU M EKAMINER RT H6REGULAR MEEUND A THE COUNCIL [PAMAERSONTPE TTP FH)0ROF CITYROU, 1055SDoP,M lWAY, RENION, WASHINInON.ON JULY1E,5m6 AT 53 �R PM TO CONSiOEP THE C]HOmOxp?. u5E PFPIAR, SNE PLAN REVIEW Ano VAAIAriCE. IF TNF ENVLAONMENTAL _r..e..,.,..,,.�,c eeecei Fn rPE aFPEAL WILLEE HfARO AS PARTOF TH5 %l Rll[HEARiMG, CERTIFICATION � !V hereby certify that copies of the above document were posted in _ conspicuous places or nearby the described property on Date: , j Signed: -. G STATE OF WASHINGTON ) SS COUNTY OF KING } I certify that I know or have satisfactory evidence that e r signed this instrument and acknowledged it to be his/her/their free and voluntar a for the uses and purposes mentioned in the instrument. Dated: S's ip{r fiii Notary?_ lic in and for the State of Washington Nary (print):L F,�)- S D "gtw.. 1"i = y appointment expires: O SH4t�1 ,`'� Denis Law City of, ,. ti Mayor June 30, 2016 Community & Economic Development Department C.E."Chip"Vincent, Administrator Sara Teleschow Odelia Pacific Corporation 55066 th Ave S Seattle, WA 98108 SUBJECT: ENVIRONMENTAL THRESHOLD (SEPA) DETERMINATION King County PSERN Emergency Communications Tower Extension, LUA16-000418, ECF, SA -H, CU -H, V -H Dear Ms. Teleschow: This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Non -Significance. Please refere to the enclosed ERC Report and Decision for more details. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 15, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, 1055 South Grady Way, Renton, Washington, on July 26 at 12:00 pm. to consider the Site Plan Review, Conditional Use Permit, and Variance. The applicant or representatives) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you prior to the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. If you have any questions or desire clarification of the above, please call me at (425) 430-6593. Renton City Hall . 1055 South Grady Way . Renton, Washington 98057 • rentonwa.gov Sara Teleschow Page 2of2 June 27, 2016 For the Environmental Review Committee, /14XI- Matt Herrera Senior Planner Enclosure cc: Al D'Alessandro, King County/ Owner WCEMPlanning\Current Planning'PROJECTS116-000418.MattlERC\Determinaton.Letter.DNS_KC PSERN 16- 000418.doc T Denis Law city Of MayorOb t� r� t r June 30, 2016 Community & Economic Development Department C.E."Chip"Vincent, Administrator Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: ENVIRONMENTAL (SEPA) THRESHOLD DETERMINATION Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on June 27, 2016: SEPA DETERMINATION: Determination of Non -Significance (DNS) PROJECT NAME: King County PSERN Emergency Communications Tower Extension PROJECT NUMBER: LUA16-000418, ECF, SA -H, CU -H, V -H Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 15, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. Please refer to the enclosed Notice of Environmental Determination for complete details. If you have questions, please call me at (425) 430-6593. For the Environmental Review Committee, Matt Herrera Senior Planner Enclosure cc: King County Wastewater Treatment Division Ramin Pazooki, WSDOT, NW Region Boyd Powers, Department of Natural Resources Larry Fisher, WDFW Karen Waiter, Fisheries, Muckleshoot Indian Tribe Duwamish Tribal Office Melissa Calvert, Muckleshoot Cultural Resources Program U5 Army Corp. of Engineers Gretchen Kaehler, Office of Archaeology & Historic Preservation Renton City Hall . 1055 South Grady Way - Renton, Washington 98057 - rentonwa.gov City of COMMUNITYDEPARTMENT OF AND ECONOMICECONOMICDEVELOPMENT ENVIRONMENTAL (SEPA) DETERMINATION OF NON -SIGNIFICANCE (DNS) PROJECT NUMBER: LUA16-000418, ECF, SA -H, CU -H, V -H APPLICANT: Sarah Teleschow, Odelia Pacific Corporation, 5506 611 Ave South, Seattle, WA 98108 PROJECT NAME: King County PSERN Emergency Communication Tower Extension PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet with an antenna and lighting rod extension extending to 193 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network (PSERN) project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. PROJECT LOCATION: 35112 n St, Renton, WA 98056 LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This Determination of Non -Significance is issued under WAC 197-11-340. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 15, 2016. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT PUBLICATION DATE: July 1, 2016 DATE OF DECISION: June 27, 2016 SIGNATURES- -2� A 2,141ry Gl'r, i 2- r CJ Gregg Zimin rma ,Administrator Date Public Works Department X�L�, 42�� Kelly Beymer Admini ator Community Services Department of on a Mark Peterson, Administrator Fire & Emergency Services Dto Date C.E. "Chip" Vincent, Administrator Date Department of Community & Economic Development al CITY 0it i , y ` oi�--i OF ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE (DNS) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: King County PSERN Emergency Communications Tower Extension PROJECT NUMBER: LUA16-000418, ECF, SA -H, CU -H, V -H LOCATION: 35112"° St DESCRIPTION: THE APPLICANT IS REQUESTING HEARING EXAMINER SITE PLAN REVIEW, CONDITIONAL USE PERMIT, VARIANCE, AND ENVIRONMENTAL THRESHOLD DETERMINATION (SEPA) FOR A PROPOSED 25 -FOOT HEIGHT INCREASE AND ASSOCIATED IMPROVEMENTS TO AN EXISTING 150 -FOOT EMERGENCY COMMUNICATIONS TOWER. THE PROPOSAL WOULD RESULT IN AN OVERALL TOWER HEIGHT OF 175 -FEET WITH AN ANTENNA AND LIGHTING ROD EXTENSION EXTENDING TO 193 -FEET. THE PROJECT SITE IS THE KING COUNTY OFFICE OF EMERGENCY MANAGEMENT LOCATED AT 3511 NE 2ND STREET. THE PROJECT SITE IS WITHIN THE LIGHT INDUSTRIAL (I L) ZONING DISTRICT. THE PROPOSED COMMUNICATIONS TOWER IMPROVEMENTS ARE A COMPONENT OF THE PUGET SOUND EMERGENCY RADIO NETWORK (PSERN) PROJECT INTENDED TO REPLACE AND UPGRADE THE EXISTING REGIONAL EMERGENCY NETWORK USED TO REACH AND COORDINATE EMERGENCY RESPONDERS. ADDITIONAL IMPROVEMENTS TO THE COMMUNICATIONS TOWER INCLUDE SIX (6) MICROWAVE DISHES AND TWO (2) ANTENNAS. EQUIPMENT AND HVAC UPGRADES WILL OCCUR WITHIN INTERIOR OF THE EXISTING EMERGENCY MANAGEMENT BUILDING. THE PROPOSED TOWER EXTENSION AND ANTENNAS ARE PROPOSED TO BE PAINTED TO CLOSELY MATCH THE EXISTING FACILITY. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on July 15, 2016, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeais to the Examiner are governed by City of RMC 4-8-114 and information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON JULY 26, 2016 AT 12:00 PM TO CONSIDER THE CONDITIONAL USE PERMIT, SITE PLAN REVIEW AND VARIANCE, IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. FOR FURTHER INFORMATION, PLEASE CONTACTTHE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. DEPARTMENT OF COMMUNITY��)) CITv OF AND ECONOMIC DEVELOPMENT ����'Renton -0, ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC MEETING DATE: June 27, 2016 Project !Name: King County PSERN Emergency Communication Tower Extension Project Number: LUA16-000418, ECF, SA -H, CU -H, V -H Project Manager: Matthew Herrera, Senior Planner Owner: King County Applicant/Contact: Sarah Teleschow, Odelia Pacific Corporation, 5506 6th Avenue South, Seattle, WA 98108 Project Location: 35112 nd Street, Renton, WA 98056 Project Summary: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet with an antenna and lighting rod extension extending to 193 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network (PSERN) project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. Site Area: 9.63 Acres STAFF Staff Recommends that the Environmental Review Committee issue a RECOMMENDATION: Determination of Non -Significance (DNS). Project Location Map FRC Report King County PSERN LUA16-000418 City of Renton Department of Community & omic Development -nvironmentol Review Committee Report ERROR! REFERENCE SOURCE NOT FOUND.W. _ COUNTY PSERN EMERGENCY COMMUNICATION W EXTFNSIONLUAI6-000418, ECF, SA -N, Report of Error! Reference source not found. Page 2 of 3 PART ONE: PROJECT DESRIPTION / BACKGROUND The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, and Variance approval and Environmental (SEPA) review for a proposed 25 -foot tower height increase to an existing 150 -foot staffed emergency communications tower located at the King County Office of Emergency Management. The project site is located at 3511 NE 2nd St. APN 162305-9138. The site is 419,918 square feet (9.64 acres) and within the Light Industrial (IL) zoning district. Surrounding land uses and zoning are as follows: Direction Zoning Current Land Use North Light Industrial City of Renton and King County maintenance facilities — Government Facilities East Residential Manufactured Home Sunnydale and Leisure Village Manufactured Home Park Parks — Residential manufactured homes South Resource Conservation Vacant King County owned property. Vegetated critical area , Landslide Hazards with slopes between 40-90 percent. — Vacant West Light industrial/Resource King County maintenance, Liberty Ridge subdivision Conservation/Residential-10 open space/critical area tracts (Landslide Hazards), Liberty Ridge subdivision. Government Facilities and Single -Family Residential. The tower increase is a component of the Puget Sound Emergency Radio Network (PSERN), a King County voter approved system that will update emergency radio networks to increase coverage and capacity. The 25 -foot height increase is needed to accommodate three (3) microwave antennas that will connect to existing towers located on Capitol Hill in Seattle and implement the PSERN. The Federal Aviation Administration issued a Determination of No Hazard to Air Navigation on April 22, 2016. The determination is conditioned that the applicant relocates its existing red light beacon to the top of the proposed extension. The proposed work will occur on the existing tower and within the existing emergency management building. No ground disturbances, vegetation removal, new impervious surfaces, or other improvements outside of the existing building footprint are proposed. The site contains sensitive slopes and is within a Wellhead Protection Zone 2 as identified in the COR mapping database. Sensitive slopes are within the unimproved portions of the property approximately 140 -feet to the north and 240 -feet to east of the existing tower. A geotechnical report identified no landslide or seismic hazards on the subject site. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: ERC Report City of Renton Deportment of Community, romic Development nvironmental Review Committee Report ERROR! REFERENCE SOURCE NOT FOUND.KI-7 COUNTY PSERN EMERGENCY COMMUNICATION ER EXTENSIONLUAI6-000418, ECF, SA -N, Report of Error! Reference source not found. Page 3 of 3 Issue a DNS with a 14 -day Appeal Period. B. Exhibits Exhibit 1 ERC Report. Exhibit 2 Neighborhood Map Exhibit 3 Site Plan Exhibit 4 Civil Survey Exhibit 5 Existing and Proposed Elevations Exhibit 6 Photosimulations Exhibit 7 FAA Determination of No Hazard to Air Navigation Exhibit 8 Geotechnical Report Exhibit 9 Advisory Notes to Applicant C. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: 1. Aesthetics Impacts: The proposed 25 -foot tower extension will result in an overall tower height of 175 -feet. Viewshed impacts from residential areas should be minimal as the location, topography, and vegetation provides screening of the existing tower and proposed extension. Photosimulations provided by the applicant identify view impacts north within the King County and City of Renton facilities area and to the east within the manufactured home park. Significant topographic relief and mature vegetation to the south and west indicate limited viewshed impacts to adjacent areas. The tower extension narrow lattice type construction is unlikely to alter or obstruct any views. The applicant proposes to paint the tower extension and antennas to closely match the existing tower. Mitigation Measures: No further mitigation required. Nexus: Not applicable D. Comments of Reviewing Departments The proposal has been circulated to City Department and Division Reviewers. Where applicable, their comments have been incorporated into the text of this report and/or "Advisory Notes to Applicant." ✓ Copies of all Review Comments are contained in the Official File and may be attached to this report. The Environmental Determination decision will become final if the decision is not appealed within the 14 -day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Environmental Determination Appeal Process: Appeals of the environmental determination must be filed in writing together with the required fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057, on or before 5:00 p.m. on July 11, 2016. RMC 4-8-110 governs appeals to the Hearing Examiner and additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall — 7th Floor, (425) 430-6510. ERC Report �z m 3� 8�c r � x 0 ,o o :13 ro O Mrd JEFFERSON v Via. > 6. ��-'� KIRKIJVIIP i AVF 51_ AVE NE I KIRKlAM3 f t. PL SF i LYMNW03Q m AVE NL N N MONROE ;hf o AVE NE c IAl Cl !;S ROAo rn o f • / _ VIEW F CILOR .._.... ' _. NPP.UCE M I , •^aC n .Y4 l�� � a � ,� C -UPR UFO FIR OR i -0pgCld� r' JLAC I goccsr ANION AYF Si ONION AYE W - - n bo a 90 0 MUL � ! R. 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Therefore, pursuant to the authority delegated to me, it is hereby determined that the structure would not be a hazard to air navigation provided the following condition(s) is(are) met: As a condition to this Determination, the structure is marked/lighted in accordance with FAA Advisory circular 70/7460-1 L, Obstruction Marking and Lighting, red lights - Chapters 4,5(Red),&12. It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be a -filed any time the project is abandoned or: At least 10 days prior to start of construction (7460-2, Part 1) _X_ Within 5 days after the construction reaches its greatest height (7460-2, Part 2) See attachment for additional condition(s) or information. This determination expires on 10/22/2017 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. Exhibit Entire Document Page 1 of 8 7 Available Upon Request -12 1:05PM HI ISERJET 32C GECM:CBMCAL REPORT 3MG COUNTY R ZGIONAL CONMUNICATIONS AND ,DMGEKCY COORDMATION CENTER 3WMDN,WASMGTOP( HWA�rqjjcd Na. 99075-201 zgust 1C, 2001 HWAG Pxcpa=d for tt Architects INC APPENDIX '.A -Exhibit p.2 ­--fren—t6h 6 Entire Document Available Upon Request ADVISORY NOTES TO APF ;ANT LUA16-000418 Renton Application Date: June 07, 2016 Site Address: 3511 NE 2ND St, N/A Name: King County PSERN Emergency Communications Tower RENTON, WA 98056 Extension r -L -Mill - ridFIF111f1U 1%VVIFdW - L411U UbV vC1:alUf i I I Planning Review Comments Contact: Matt Herrera 1425-430-6593 I mherrera@rentonwa.gov Recommendations: 1. RMC section 4 4 030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2_ Commercial, multi family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday_ Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8;00) p.m. No work shall be permitted on Sundays. 3. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained_ 4. This permit is shall comply with the Bald and Golden Eagle Protection Act. The permitted is responsible for adhering to the U.S. Fish and Wildlife Service National Bald Eagle Management Guidelines 2007 and for your U -S_ Fish and Wildlife Service permit. Technical Services Comments Contact: Amanda Askren 1425-430-7369 1 aaskren@rentonwa.gov Recommendations: Plan set does not reference City of Renton Horizontal or Vertical Control_ Ran: June 21, 2016 Page 1 of 1 Department of CammL....ty and Economic Development NOTICE Of ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE AND PUBLIC HEARING RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non -Significance (DNS) for the following project under the authority of the Renton municipal code. King County PSERN Emergency Communications Tower Extension LUA16-000418 Location:. Proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet with an antenna and lighting rod extension extending to 193 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network (PSERN) project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility Appeals of the DNS must be filed in writing on or before 5:00 p.m. on July 15, 2016. Appeals must be filed in writing together with the required fee with: Hearing Examiner c/o City Clerk, City of Renton, 1055 S Grady Way, Renton, WA 98057. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, 425-430-6510. A Public Hearing will be held by the Hearing Examiner in the Council Chambers, City Hall, on July 26, 2016 at 12:00 pm to consider the submitted application. If the DNS is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing. Publication Date: July 01, 2016 i AFFiDA'1�lIT OFESIVI'BY NIAIUNG On the 10th day of June, 2016, 1 deposited in the mails of the United States, a sealed envelope containing Notice of Application and Acceptance documents. This information was sent to: Agencies See Attached Al DAlessandro Owner Sarah Teleschow, Odelia Pacific Corp Contact Madeline Chaney, Odelia Pacific Corp Applicant 300' Surrounding Properties See Attached (Signature of Sender): - [ `'U VR 1VV i STATE OF WASHINGTON ) , SS COUNTY OF KING 1 certify that 1 know or have satisfactory evidence that Sabrina Mirante { m CP signed this instrument and acknowledged it to be his/her/their free and volunt,0fq'4dZ?dt u40'S anci:purposes �j �it��u��r+•*� Ott mentioned in the instrument. f�L4SH1NG1 Dated: C . "-- jii�iltl►4\*»``��� ,I W" ry Public in and for the State of Washington Notary (Print): My appointment expires: King County PSERN Emergency Communications LUA16-000418, ECF, SA -H, CU -H, VAR -H template - affidavit of service by mailing AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology *1 Dept. of Ecology ** Muckleshoot Indian Tribe Fisheries Dept. *« Environmental Review Section Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 PO Box 47703 39015 — 172nd Avenue SE Olympia, WA 98504-7703 Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region * Duwamish Tribal Office * Muckleshoot Cultural Resources Program ** Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Laura Murphy King Area Dev. Serv., MS -240 Seattle, WA 98106-1514 39015 172nd Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers * KC Wastewater Treatment Division * Muckleshoot Cultural Resources Program ** Seattle District Office Environmental Planning Supervisor Attn: Erin Slaten Attn: SEPA Reviewer Ms. Shirley Marroquin 39015 172nd Avenue SE PO Box C-3755 2015. Jackson ST, MS KSC-NR-050 Auburn, WA 98092-9763 Seattle, WA 98124 Seattle, WA 98104-3855 Boyd Powers *** WDFW - Larry Fisher* Office of Archaeology & Historic Preservation* Depart. of Natural Resources 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler PO Box 47015 Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-7015 Olympia, WA 98504-8343 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Tim McHarg Attn: Charlene Anderson, AICP, ECD 35030 SE Douglas St. #210 Director of Community Development 220 Fourth Avenue South Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Wendy Weiker, Community Svcs. Mgr. Jack Pace, Responsible Official Gary Kriedt 355110th Ave NE 6200 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 Mailstop EST S1W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98004 Seattle Public Utilities Puget Sound Energy Jalaine Madura, Doug Corbin, Municipal Liaison Mgr. Attn: SEPA Responsible Official 6905 South 228th St 700 Fifth Avenue, Suite 4900 Kent, WA 98032 PO Box 34018 Seattle, WA 98124-4018 *Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecv.wa.xov ** Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot.nsn.us/ Lau ra.murphy@muckleshoot.nsn.usL e ri n s late n@ m uc kleshoot. ns n. u s ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.eov template - affidavit of service by mailing F Al D'Alessandro MADELINE CHANEY Sarah Teleschow Icing County ODELIA PACIFIC CORPORATION Odelia Pacific Carp 401 5th Ave, Ste 500 5506 6th Ave S, 200 Seattle, WA 98104 Seattle, WA 98108 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 32 375 Union Ave SE UNIT 33 375 Union Ave SE UNIT 34 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 35 375 Union Ave SE UNIT 36 375 Union Ave SE UNIT 37 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 38 375 Union Ave SE UNIT 39 375 Union Ave SE UNIT 4 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 41 375 Union Ave SE UNIT 42 375 Union Ave SE UNIT43 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 44 375 Union Ave SE UNIT 45 375 Union Ave SE UNIT 46 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 47 375 Union Ave SE UNIT 48 375 Union Ave SE UNIT 49 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 5 375 Union Ave SE UNIT 50 375 Union Ave SE UNIT 51 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 52 375 Union Ave SE UNIT 53 375 Union Ave SE UNIT 54 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 55 375 Union Ave SE UNIT 56 375 Union Ave SE UNIT 57 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 58 375 Union Ave SE UNIT 59 375 Union Ave SE UNIT 6 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 60 375 Union Ave SE UNIT 61 375 Union Ave SE UNIT 62 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 64 375 Union Ave SE UNIT 65 375 Union Ave SE UNIT 66 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 67 375 Union Ave SE UNIT 68 375 Union Ave SE UNIT 7 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 70 375 Union Ave SE UNIT 71 375 Union Ave SE UNIT 72 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 73 375 Union Ave SE UNIT 74 375 Union Ave SE UNIT 75 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 76 375 Union Ave SE UNIT 77 375 Union Ave SE UNIT 78 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 79 375 Union Ave SE UNIT 8 375 Union Ave 5E UNIT 80 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 81 375 Union Ave SE UNIT 82 375 Union Ave SE UNIT 83 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 84 375 Union Ave SE UNIT 85 375 Union Ave SE UNIT 86 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 88 375 Union Ave SE UNIT 89 375 Union Ave SE UNIT 9 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 93 375 Union Ave SE UNIT 94 375 Union Ave SE UNIT 95 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 CURRENT TENANT 375 Union Ave SE UNIT 96 Renton, WA 98059 1623059022 CURRENT TENANT 375 Union Ave SE UNIT 99 Renton, WA 98059 1623059022 CURRENT TENANT 375 Union Ave SE UNIT 97 Renton, WA 98059 1623059022 CURRENT TENANT 375 Union Ave SE UNIT 98 Renton, WA 98059 1434000010 1623059015 1623059015 KING COUNTY -ROADS CURRENTTENANT CURRENTTENANT 2015 JACKSON 5T 4315 201 Union Ave SE UNIT 1 201 Union Ave SE UNIT 10 SEATTLE, WA 98104 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 100 201 Union Ave SE UNIT 101 201 Union Ave SE UNIT 102 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 103 201 Union Ave SE UNIT 104 201 Union Ave SE UNIT 105 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 106 201 Union Ave SE UNIT 107 201 Union Ave SE UNIT 108 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENT TENANT 201 Union Ave SE UNIT 109 201 Union Ave SE UNIT 11 201 Union Ave SE UNIT 110 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 111 201 Union Ave SE UNIT 112 201 Union Ave SE UNIT 113 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENT TENANT 201 Union Ave SE UNIT 114 201 Union Ave SE UNIT 115 201 Union Ave SE UNIT 116 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENT TENANT 201 Union Ave SE UNIT 117 201 Union Ave SE UNIT 118 201 Union Ave SE UNIT 119 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENT TENANT 201 Union Ave SE UNIT 12 201 Union Ave SE UNIT 120 201 Union Ave SE UNIT 121 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 122 201 Union Ave SE UNIT 123 201 Union Ave SE UNIT 124 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 125 201 Union Ave SE UNIT 126 201 Union Ave SE UNIT 127 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 128 201 Union Ave SE UNIT 129 201 Union Ave SE UNIT 13 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 130 201 Union Ave SE UNIT 131 201 Union Ave SE UNIT 132 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 133 201 Union Ave SE UNIT 134 201 Union Ave SE UNIT 135 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 136 201 Union Ave SE UNIT 137 201 Union Ave SE UNIT 138 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 139 201 Union Ave SE UNIT 14 201 Union Ave SE UNIT 140 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENTTENANT 201 Union Ave SE UNIT 141 201 Union Ave SE UNIT 142 201 Union Ave SE UNIT 143 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 144 201 Union Ave SE UNIT 145 201 Union Ave SE UNIT 146 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 147 201 Union Ave SE UNIT 148 201 Union Ave SE UNIT 149 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 15 201 Union Ave SE UNIT 150 201 Union Ave SE UNIT 151 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 153 201 Union Ave SE UNIT 153 201 Union Ave SE UNIT 155 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 155 201 Union Ave SE UNIT 157 201 Union Ave SE UNIT 157 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 158 201 Union Ave SE UNIT 159 201 Union Ave SE UNIT 16 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 160 201 Union Ave SE UNIT 161 201 Union Ave SE UNIT 162 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 163 201 Union Ave SE UNIT 165 201 Union Ave SE UNIT 166 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 167 201 Union Ave SE UNIT 168 201 Union Ave SE UNIT 169 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 17 201 Union Ave SE UNIT 170 201 Union Ave SE UNIT 171 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 172 201 Union Ave SE UNIT 173 201 Union Ave SE UNIT 174 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 175 201 Union Ave SE UNIT 176 201 Union Ave SE UNIT 177 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 178 201 Union Ave SE UNIT 179 201 Union Ave SE UNIT 18 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 180 201 Union Ave SE UNIT 181 201 Union Ave SE UNIT 182 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 183 201 Union Ave SE UNIT 184 201 Union Ave SE UNIT 185 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 186 201 Union Ave SE UNIT 187 201 Union Ave SE UNIT 188 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 189 201 Union Ave SE UNIT 19 201 Union Ave SE UNIT 190 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 191 201 Union Ave SE UNIT 192 201 Union Ave SE UNIT 193 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 194 201 Union Ave SE UNIT 195 201 Union Ave SE UNIT 196 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 197 201 Union Ave SE UNIT 198 201 Union Ave SE UNIT 199 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 2 201 Union Ave SE UNIT 20 201 Union Ave SE UNIT 200 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 201 201 Union Ave SE UNIT 202 201 Union Ave SE UNIT 203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 204 201 Union Ave SE UNIT 205 201 Union Ave SE UNIT 206 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 207 201 Union Ave SE UNIT 208 201 Union Ave SE UNIT 209 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 21 201 Union Ave SE UNIT 210 201 Union Ave SE UNIT 211 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 212 201 Union Ave SE UNIT 213 201 Union Ave SE UNIT 214 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1523059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 215 201 Union Ave SE UNIT 216 201 Union Ave SE UNIT 217 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 218 201 Union Ave SE UNIT 219 201 Union Ave SE UNIT 22 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 220 201 Union Ave SE UNIT 221 201 Union Ave SE UNIT 222 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 223 201 Union Ave SE UNIT 224 201 Union Ave SE UNIT 225 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 226 201 Union Ave SE UNIT 227 201 Union Ave SE UNIT 228 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 229 201 Union Ave SE UNIT 23 201 Union Ave SE UNIT 230 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1523059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 231 201 Union Ave SE UNIT 232 201 Union Ave SE UNIT 233 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 234 201 Union Ave SE UNIT 235 201 Union Ave SE UNIT 236 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENTTENANT CURRENT TENANT 201 Union Ave SE UNIT 238 201 Union Ave SE UNIT 24 201 Union Ave SE UNIT 241 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 243 201 Union Ave SE UNIT 245 201 Union Ave SE UNIT 247 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 248 201 Union Ave SE UNIT 249 201 Union Ave SE UNIT 25 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 250 201 Union Ave SE UNIT 26 201 Union Ave SE UNIT 27 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 28 201 Union Ave SE UNIT 29 201 Union Ave SE UNIT 3 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 30 201 Union Ave SE UNIT 31 201 Union Ave SE UNIT 32 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 33 201 Union Ave SE UNIT 34 201 Union Ave SE UNIT 35 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 36 201 Union Ave SE UNIT 37 201 Union Ave SE UNIT 38 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CU RRENT TENANT CU RRENT TE NANT 201 Union Ave SE UNIT 39 201 Union Ave SE UNIT4 201 Union Ave SE UNIT 40 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 41 201 Union Ave SE UNIT 42 201 Union Ave SE UNIT 43 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT44 201 Union Ave SE UNIT 45 201 Union Ave SE UNIT 46 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 47 201 Union Ave SE UNIT 48 201 Union Ave SE UNIT49 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 5 201 Union Ave SE UNIT 50 201 Union Ave SE UNIT 51 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 52 201 Union Ave SE UNIT 53 201 Union Ave SE UNIT 54 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 55 201 Union Ave SE UNIT 56 201 Union Ave SE UNIT 57 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 58 201 Union Ave SE UNIT 59 201 Union Ave SE UNIT 6 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 60 201 Union Ave SE UNIT 61 201 Union Ave SE UNIT 62 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 63 201 Union Ave SE UNIT 64 201 Union Ave SE UNIT 65 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 66 201 Union Ave SE UNIT 67 201 Union Ave SE UNIT 68 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 69 201 Union Ave SE UNIT 7 201 Union Ave SE UNIT 70 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 71 201 Union Ave SE UNIT 72 201 Union Ave SE UNIT 73 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 74 201 Union Ave SE UNIT 75 201 Union Ave SE UNIT 76 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 77 201 Union Ave SE UNIT 78 201 Union Ave SE UNIT 79 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 8 201 Union Ave SE UNIT 80 201 Union Ave SE UNIT 81 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 82 201 Union Ave SE UNIT 83 201 Union Ave SE UNIT 84 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 85 201 Union Ave SE UNIT 86 201 Union Ave SE UNIT 87 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 88 201 Union Ave SE UNIT 89 201 Union Ave SE UNIT 9 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 90 201 Union Ave SE UNIT 91 201 Union Ave SE UNIT 92 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENT TENANT CURRENT TENANT CURRENT TENANT 201 Union Ave SE UNIT 93 201 Union Ave SE UNIT 94 201 Union Ave SE UNIT 95 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059015 1623059015 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 96 201 Union Ave SE UNIT 97 201 Union Ave SE UNIT 98 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059015 1623059016 1623059022 CURRENTTENANT CURRENTTENANT CURRENTTENANT 201 Union Ave SE UNIT 99 202 Union Ave SE UNIT 237 375 Union Ave SE UNIT 100 Renton, WA 98059 Renton, WA 98060 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 101 375 Union Ave SE UNIT 104 375 Union Ave SE UNIT 105 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 108 375 Union Ave SE UNIT 109 375 Union Ave SE UNIT 11 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 110 375 Union Ave SE UNIT 111 375 Union Ave SE UNIT 112 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 113 375 Union Ave SE UNIT 114 375 Union Ave SE UNIT 115 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 116 375 Union Ave SE UNIT 117 375 Union Ave SE UNIT 118 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENTTENANT 375 Union Ave SE UNIT 119 375 Union Ave SE UNIT 12 375 Union Ave SE UNIT 120 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENTTENANT 375 Union Ave SE UNIT 121 375 Union Ave SE UNIT 122 375 Union Ave SE UNIT 123 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENTTENANT CURRENT TENANT 375 Union Ave SE UNIT 124 375 Union Ave SE UNIT 125 375 Union Ave SE UNIT 126 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 127 375 Union Ave SE UNIT 128 375 Union Ave SE UNIT 129 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 13 375 Union Ave SE UNIT 130 375 Union Ave SE UNIT 131 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 132 375 Union Ave SE UNIT 133 375 Union Ave SE UNIT 134 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 135 375 Union Ave SE UNIT 136 375 Union Ave SE UNIT 137 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 138 375 Union Ave SE UNIT 139 375 Union Ave SE UNIT 14 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 140 375 Union Ave SE UNIT 142 375 Union Ave SE UNIT 143 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 144 375 Union Ave SE UNIT 145 375 Union Ave SE UNIT 146 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 147 375 Union Ave SE UNIT 148 375 Union Ave SE UNIT 149 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 15 375 Union Ave SE UNIT 150 375 Union Ave SE UNIT 151 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 152 375 Union Ave SE UNIT 153 375 Union Ave SE UNIT 154 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 155 375 Union Ave SE UNIT 156 375 Union Ave SE UNIT 157 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 16 375 Union Ave SE UNIT 161 375 Union Ave SE UNIT 162 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 164 375 Union Ave SE UNIT 165 375 Union Ave SE UNIT 166 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENTTENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 168 375 Union Ave SE UNIT 169 375 Union Ave SE UNIT 17 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 170 375 Union Ave SE UNIT 171 375 Union Ave SE UNIT 172 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 173 375 Union Ave SE UNIT 174 375 Union Ave SE UNIT 175 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 176 375 Union Ave SE UNIT 178 375 Union Ave SE UNIT 179 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 18 375 Union Ave SE UNIT 180 375 Union Ave SE UNIT 181 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 182 375 Union Ave SE UNIT 183 375 Union Ave SE UNIT 184 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 185 375 Union Ave 5E UNIT 186 375 Union Ave SE UNIT 187 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 188 375 Union Ave SE UNIT 189 375 Union Ave SE UNIT 19 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 191 375 Union Ave SE UNIT 192 375 Union Ave SE UNIT 193 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 194 375 Union Ave SE UNIT 195 375 Union Ave SE UNIT 196 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 197 375 Union Ave SE UNIT 198 375 Union Ave SE UNIT 199 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 2 375 Union Ave SE UNIT 20 375 Union Ave 5E UNIT 200 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 201 375 Union Ave SE UNIT 202 375 Union Ave SE UNIT 203 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 21 375 Union Ave SE UNIT 22 375 Union Ave SE UNIT 23 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 24 375 Union Ave SE UNIT 25 375 Union Ave SE UNIT 26 Renton, WA 98059 Renton, WA 95059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 27 375 Union Ave SE UNIT 28 375 Union Ave SE UNIT 29 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 1623059022 1623059022 1623059022 CURRENT TENANT CURRENT TENANT CURRENT TENANT 375 Union Ave SE UNIT 3 375 Union Ave SE UNIT 30 375 Union Ave SE UNIT 31 Renton, WA 98059 Renton, WA 98059 Renton, WA 98059 CITY OF entono NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE (DNS) A Master Application has been filed and accepted with the Department of Community & Economic Development (CED) — Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: June 10, 2016 LAND USE NUMBER: LUA16-000418, ECF, SA -H, CU -H, VAR -H PROJECT NAME: King County PSERN Emergency Communications PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district, The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. PROJECT LOCATION: 3511 N E Zr" St OPTIONAL DETERMINATION OF NON -SIGNIFICANCE (DNS): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton is using the Optional DNS process to give notice that a DNS is likely to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non -Significance (DNS). This may be the only opportunity to comment on the environmental impacts of the proposal. A14 -day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: June 7, 2016 NOTICE OF COMPLETE APPLICATION: June 10, 2016 APPLICANT/PROJECT CONTACT PERSON. Sarah Telschow, Odelia Pacific Corp/ 5506 6`" Ave 5, Ste 202/ Seattle, WA 98108/ 206-979-6268/ steschowLSodelia.com Permits/Review Requested: Environmental (SEPA) Review, HE Conditional Use, Site Plan Review - HEX, Variance Other Permits which may be required: Building Permit Requested Studies: Geotechnical Report Location where application may be reviewed: Department of Community & Economic Development (CED) — Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED — Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: King County PSERN Emergency Communications / LUA16-000418, ECF, SA -H, CU -H, VAR 1►►_liilgl MAILING ADDRE55: TELEPHONE NO.: City/State/Zip: PUBLIC HEARING: Public hearing is tentatively scheduled for July 26 2016 before the Renton Hearing Examiner in Renton Council Chambers at 12:00 pm on the 7th floor of Renton City Hall located at 1055 South Grady Way. CONSISTENCY OVERVIEW- Zoning/Land Use: The subject site is designated COMP -EA on the City of Renton Comprehensive Land Use Map and I -L on the City's Zoning Map. Environmental Documents that Evaluate the Proposed Project: Environmental (SEPA) Checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA ordinance, 4-2-130A, 4-9-030G, 4- 9-030D, 4.9-25085 and other applicable codes and regulations as appropriate. Comments an the above application must be submitted in writing to Matt Herrera, Senior Planner, CED — Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on June 24, 2016. This matter is also tentatively scheduled for a public hearing on July 26, 2016, at 12:00pm, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Planning Division to ensure that the hearing has not been rescheduled at (425) 430-6578. Fallowing the issuance of the SEPA Determination, you may still appear at the hearing and present your comments regarding the proposal before the hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Matt Herrera, Senior Planner; Tel: (425) 430-6593; Eml: mherrera@rentonwa.gov PLEAE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION ,0 111 lop }CITY OF entonV NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE (DNS) A Mater MFDMUOn Me bwn gild end a pndwLIII!m[1e Pimm,.. ddfUnteeey A E=nandthenWPffltft .reealY ICE[I]-Pl.Prdn{PlahlOn&the CRY df R.m�. rn,lolle,dri{ ,NV PuhlNApprmHa OATS OF NOVOI OF APPIJCATION: 1-10,2016 LANOIJSENWMBENt LuAr.0004MECF,s".W-H,VAR-H PROIECTNAME: REne CdunN PSERN Emerl.reey CnmmwaOd.. Th. aprpl"Pe b naegaat], H." S mina Lea Plan Awls, C.ndlhomll .. PROIECE OE5C9fPTIOM Thn,Jald O.lxmWlgn gl,A) Far a li.pn•d ZVOOk h.lght nu Pemlt VPHanef, and Enne,rhmfnAl Icatldu tewef. line Pmpn" wn� maul" In r .smtl,teel iapn mint. m an . "Wil tSOd.et.m•rgemy mmmun MmeE•menk kalead 3511 .rail ttmrer hNgh[ a1175 -fee, The prujet she Ui Ne K11 [odnN PMn of Ens.rier-Y _mea mvnr NE 2nd mel. The Fnn1e[t 5l'. l' wl[Nn the Llghk Industlhi (I """K dbtdaN The rapee and,pgnd• the lonif an a [ompo.M. Nn PeiSrSo -dd L. eh .nM mdldinam a "AM tapurEen PddlHdnaV lM w,lstl4 regWnA emargemy ,dada she (R1 ni_.. dleha and tw, 121 ynt Eq.4I and im Prvvenxne to the mmmuninadcM tows i t handl,& The Pmp.Sed lees HVAC uGgmdee will near, ai,Nn frrlenl at the hird "I 19 mwam�'1 n lnaNn Ifty. el,_Wn and .A,.—iim Pmpnsed e, pa PROuICTEDCATION: 3511 HE Ye St OppOW VETENMINATION OF NON-SNENIFI AHO' (ONgll le SM -d AOM, Um On, of Ren[dl hel dettMilaid am ta ,W dpur-lie envH.nmenml Impact an nmllkely to m1k rre pmme.d Pmiwl-Tllaf(om, u pareydtled tRede M• RCW 43.21C110, the CEN nl,lm Of R.n Is L511e the OpNena�NSePmIU '�� �! . Them met comment pedode for Ili, pm)ent end dm V19wed x,11 be no comment p.,I d f.lMdM the a4ua— of the Tli m Id 11at irei til of N --mals."' (ONS}. This may M the only •PP°menKd to Wnvnent an U• environmental imPame of dw Pmp,NL A ].-day sPPeil pftnd will WPmw Ins isuunw pFdm ONS. PERMIT APPUCAMON OATL• lune 7, 2016 NOTICEOF COMPIflEAi*UCAT1 * ]ane 10.2016 APP4CANTYPROfErt CONTACT PERSON WA9a100 06979-61W stwcheelddal>•mm SUS01d 3aatlfer PermWilivAlw pan; uaeem Embonnh.nel (S m R.I, HE Ewndlllwd Pae, Sin plain li"ee- HSE,Vedenel Odmr Penmhswhldn" be rmdr.d� vuPding PemN AeeuE•md SmPlee: G,*Khnlfd RWOO W.W.n.ii—ap;Ak.0-mry R.putnrehnd CP—UnNv pl [ _k Olvel,pnww LCEe1-rlapdns ae ,Hawed: OMt,n, Sulk Ffd.raenton aH "L loss saute Grady W W. Pmmn, WA 9!057 II you would IIw m Oe ,rade a pa -,F record t,,.mmire NOM, irhf.0" on Ind PmP•Ied Prins., mmPlem Heh tem and miamla: CJhy of Rem "CEO - PI'MIM 01 [ 10 S, SI. G, V0 y,R, ,Sp.HA[LJis, YPR Nems/FIs N. Ning County PSERN finergenq Lommuni YAMS O"Is .flip: . MAeJN46A00AEM: TELEPHONE NO.: .-e.,.a Eetl fpr ]16 b fare the Ren[on POEt1[HWNNGe r�'a� 'n at ll:0a pm fio,the Tthor of Hrin finer `•. ^ • C uracil AMrnR Gty Hall Inret.d .11055 SoUO Grady CONSMTENC'Y OVDm EW: P -EA on tie City al Rem"Cpmpreh.nsNe i.niMfalid u•e Th.suhlemad OnstCON Land lyu map snSion n tl1e qty's 7unlnE Map. En IianmentaI OOeaem ata EeaWalle the Prnp.red Pl.l..t Em.,aaff_ "(511 ENEEYIIm D"lalnneed RW -d -n• Th. pmleRwiRM su6hmmthe of(sSFPAordlnen[e,+b157A,4gmOG,a- ue.d FM Pmlem Mltlryt,m 9.p3P0,.-hIxt andedt W tjii OW.monrd end mrvWWneuaP"' C.mm,nne m rM •bora aleph" atlon nw.P he-b"'I"d in writln, t, Mast Heron, sera., Mellim, EEO- PWmln, .,A. , 1,N l_,h Grady W.I. Reenary WA 9!057, VY SAP PM tlR lura, 1.. Zplg. Till' memo N Mlo tanmlh.Fy sHleidei.d rw a Prdak Maaq an J.IV 16, 2NP. n 1ZU0„I, C_cd Chamheni, 5evinah Flow. 0.etRnn [1q H.141055 S_n Grady WyrMU_ if eau an Imerated In attMdingt , helft Pleas[PM1taet the Planning" INmn mmwn that> , haadry hu not hem radlldul.d •t(425) 636657', PaPoWnatim lSnonY Pf ttn. SEPA P•termMatkn you mry stlP appurettM hwHdg antl PRfeMYPdrmmmlmi neaardmgthe Pmpoaaf hlfwethl H.v.ry Examine•' NYmn hive mwdai,, .beat this pmposlL W wLLh m w mad. a any of _A and _p. idtlrdonal IM1f.mSatldn by matt pleew WMO, 0" pmlem manage. AnVa wish sat"e"d whten -nu ell" autonptlo0y Ila[am. • pally N record sed will he n.tlNed,f-Wetamn On'" pnlat. - CONTACf PERSON: Matt Herrera; Senlar Planner Tel: (US) 439-6593: Erol: MherrerBOretrtOnwa.gav PLEAS LRLCLI)DETHE PROJECT Nt1MElER WHEN CALLING FOR PROPER FILE)DENTIFICATION p Id CERTIFICATION I, r hereby certify that 3 copies of the above document were posted in _ conspicuous places or nearby the desgxiJaed,prope yon .r Date: v*Q� 1 'r�,2_ Signe STATE OF WASHINGTON ) ] SS COUNTY OF KING certify that I know or have satisfactory evidence that ffl ad -A llp".a signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. DateI « # �� ce a a`ra�1Nt Notary P blit in and for the State of Washington Jr 4 A*A- a Notary (Print): q � I My appointment expires: Z 2U # IIIIII�TylA\�'•�* �� �'� WAS�� ���,� CITY OF eni'onO r .E, NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE (DNS) A Master Application has been fled and accepted with the Department of Community & Economic Development (CED) — Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: June 10, 2016 LAND USE NUMBER: LUA16-000418, ECF, SA -H, CU -H, VAR -H PROJECT NAME: King County PSERN Emergency Communications PROJECT DESCRIPTION: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street, The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existing facility. PROJECT LOCATION: 3511 NE 2"" St OPTIONAL DETERMINATION OF NON -SIGNIFICANCE (DNS): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.210.110, the City of Renton is using the Optional DNS process to give notice that a DNS is likely to be issued. Comment periods for the project and the proposed DNS are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non -Significance (DNS). This may be the only opportunity to comment on the environmental impacts of the proposal. A 14 -day appeal period will follow the issuance of the DNS. PERMIT APPLICATION DATE: June 7, 2016 NOTICE OF COMPLETE APPLICATION: June 10, 2016 APPLICANT/PROJECT CONTACT PERSON: Sarah Telschow, Odelia Pacific Corp/ 5506 6"' Ave S, Ste 202/ Seattle, WA 98108/ 206-979-6268/ steschow@odelia.com Permits/Review Requested: Environmental (SEPA) Review, HE Conditional Use, Site Plan Review - HEX, Variance Other Permits which may be required: Building Permit Requested Studies: Geotechnical Report Location where application may be reviewed: Department of Community & Economic Development (CED) — Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED — Planning Division, 1055 5o. Grady Way, Renton, WA 98057. Name/File No.: King County PSERN Emergency Communications / LUA16-000418, ECF, SA -H, CU -H, VAR NAME: MAILING ADDRESS: TELEPHONE NO.: City/State/Zip: PUBLIC HEARING: Public hearing is tentatively scheduled for July 26, 2016 before the Renton Hearing Examiner in Renton Council Chambers at 12:00 pm on the 7th floor of Renton City Hall located at 1055 South Grady Way. CONSISTENCY OVERVIEW: Zoning/Land Use: The subject site is designated COMP -EA on the City of Renton Comprehensive Land Use Map and I -L on the City's Zoning Map. Environmental Documents that Evaluate the Proposed Project: Environmental (SEPA) Checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA ordinance, 4-2-130A, 4-9-030G, 4- 9-030D, 4A-25OB5 and other applicable codes and regulations as appropriate. Comments an the above application must be submitted in writing to Matt Herrera, Senior Planner, CED — Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 PM on June 24, 2016. This matter is also tentatively scheduled for a public hearing on July 26, 2016, at 12:00pm, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Planning Division to ensure that the hearing has not been rescheduled at (425) 430-6578. Following the issuance of the SEPA Determination, you may still appear at the hearing and present your comments regarding the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Matt Herrera, Senior Planner; Tel: (425) 430-6593; Eml: mherrera@rentonwa.gov PLEAE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION Denis Law Mayor Cli`y O i r ��. June 10, 2016 Sarah Telschow/Bryson Burghardt Odelia Pacific Corp. 5506 611 Ave S, Ste 202 Seattle, WA 98108 Community & Economic Development Department C.E."Chip"Vincent, Administrator Subject: Notice of Complete Application King County PSERN Emergency Communications, LUA16-000418, ECF,SA-H, CU -H, VAR Dear Sarah & Bryson: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on June 27, 2016. Prior to that review, you will be notified if any additional information is required to continue processing your application. In addition, this matter is tentatively scheduled for a Public Hearing on July 26th, 2016 12:00 PM, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. The applicant or representative(s) of the applicant are required to be present at the public hearing. A copy of the staff report will be mailed to you prior to the scheduled nearing. Please contact me at (425) 430-6593 if you have any questions. Sincerely, Matt Herrera Senior Planner CC" King County DCFM / Owner(s) KC Dept. of IT,PSERN / Applicant Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 - rentonwa.gov CITY OF RENAK DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: August 10, 2016 To: City Clerk's Office From: Sabrina Mirante Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: King County PSERN Emergency Communications Tower Extension LUA (file) Number: LUA16-000418, ECF, SA -H, CU -H, VAR Cross -References: 3: AKA's: Project Manager: Matt Herrera Acceptance Date: 06/10/16 Applicant: KC Department of Information Technology, PSERN Owner: KC DCFM Contact: Sara Telschow, Bryson Burghardt, Odelia Pacific Corp PID Number: 1623059138 ERC Determination: DNS Date: 06/27/2016 Appeal Period Ends: 07/15/16 Administrative Decision: Date: A eaI Period Ends: Public Hearing Date: 07/26/2016 Date Appealed to HEX: By Whom: HEX Decision: Approved with Conditions Date: 08/09/2016 Appeal Period Ends: 08/23/2016 Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Variance, and Environmental Threshold Determination (SEPA) for a proposed 25 -foot height increase and associated improvements to an existing 150 -foot emergency communications tower. The proposal would result in an overall tower height of 175 -feet. The project site is the King County Office of Emergency Management located at 3511 NE 2nd Street. The project site is within the Light Industrial (IL) zoning district. The proposed communications tower improvements are a component of the Puget Sound Emergency Radio Network project intended to replace and upgrade the existing regional emergency network used to reach and coordinate emergency responders. Additional improvements to the communications tower include six (6) microwave dishes and two (2) antennas. Equipment and HVAC upgrades will occur within interior of the existing emergency management building. The proposed tower extension and antennas are proposed to be painted to closely match the existin facility. Location: 3511 NE 2nd St Comments: ERC Determination Types: DNS - Determination of Non -Significance; DNS -M - Determination of Non -Significance -Mitigated; DS - Determination of Significance. ADVISORY NOTES TO APPLICANT LUA16-00041 s�....�,• . -'—� CITY OF nton Application Date: June 07, 2016 Site Address: 3511 NE 2ND St, NIA Name: King County PSERN Emergency Communications Tower RENTON, WA 98056 Extension rL.Hiv - ridnniny MUVIUW - LdnU Ubu VCIZIUI I I I July LUQ LU IU Recommendations: 1. RMC section 4 4 030.C,2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division, 2, Commercial, multi family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. The applicant may not FII, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 4. This permit is shall comply with the Bald and Golden Eagle Protection Act, The permitted is responsible for adhering to the U.S. Fish and Wildlife Service National Bald Eagle Management Guidelines 2007 and /or your U.S. Fish and Wildlife Service permit. Technical Serviceshnmtts a.'_. -.— d Asian (45-4Q 7369 J aaskrenl*rentny.gea Recommendations: Plan set does not reference City of Renton Horizontal or Vertical Control. Ran: August 10, 2016 Page 1 of Z Print Form Reset Form Save Form DEPARTMENT OF COMMUNIiTYciry of - AND ECONOMIC DEVELOPMENT Renton Planning Division LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) NAME: King County DCFM ADDRESS: 500 4th Avenue, RM 320 CITY: Seattle ZIP: 98104 TELEPHONE NUMBER: APPLICANT (if other than owner) NAME: K.C. Department of Information Tech. COMPANY (if applicable): PSERN ADDRESS: 401 5th Ave, 6th Floor CITY: Seattle zIP: 98104 TELEPHONE NUMBER: CONTACT PERSON NAME: Sarah Telschow/Bryson Burghardt COMPANY (if applicable): Odelia Pacific Corp. (Agent) ADDRESS: 5506 6th Ave S. Suite 202 CITY: Seattle ZIP: 98108 TELEPHONE NUMBER AND EMAIL ADDRESS: Sarah 206-979-6268 - steischow@odelia.com Bryson 360-581-8189 - bburghardt@odelia.com PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: PSERN - RCECC (Dispatch) PROJECTIADDRESS(S)ILOCATION AND ZIP CODE: 3511 NE 2nd Street Renton, WA 98058 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): Tax Account # 162305913806 Parcel # 1623059138 EXISTING LAND USE(S): Government Facility - Emergency Comm. PROPOSED LAND USE(S): No change in use EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: Employment Area PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) None EXISTING ZONING: Industrial.- Light PROPOSED ZONING (if applicable): Notapplicable SITE AREA (in square feet): No Change SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: Not applicable SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: Not applicable PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) Not applicable NUMBER OF PROPOSED LOTS (if applicable) Not applicable NUMBER OF NEW DWELLING UNITS (if applicable): None H:\CED\Data\Forms-Templates\SeIf-Help Handouts�Planning\Master Application.doc Rev; 08/2015 PROJECT INFORMAT NUMBER OF EXISTING DWELLING UNITS (if applicable): Not applicable SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): Not applicable SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): Not applicable SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): None SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): Not applicable NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): Not applicable NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): Not applicable 1UN continued PROJECT VALUE: $100,000 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFIER PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. El GEOLOGIC HAZARD sq. ft. ❑ HABITAT CONSERVATION ❑ SHORELINE STREAMS & LAKES sq. ft. ❑ WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY Attach legal description on separate sheet with the following information included SITUATE IN THE SE QUARTER OF SECTION 16 , TOWNSHIP 23N , RANGE 5E , IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s)lbl�� , declare under penalty of perjury and laws of the State of Washington that I am (please check one) the current owner of the property involved in this application or the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the infoCM tigwherewith are in all respects true and correct to the best of my knowledge and belief. of STATE VE.VV SHIN N ) ) SS COUNTY OF KING ) I certify that I know o ve satisfactory evidence thatMi) TY10( � acknowledge it to b hi er/their free and voluntary act for the uses 5 123 (9 Q� Signature of Owner/Representative Date } k -r signed this instrument and nRb mentioned in the instrument. a e STEVE RIZI KA Notary Pubric in and for the State of Washington Notary Public}���,�`�� State of Washington My Commission Expifes Notary(Print): Moy 30, 2019 My appointment expires: u"- 2 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Master Application,doc Rev: 08/2015 DEPARTMENT OF COMM TY City of •''- AND ECONOMIC DEVELOPMENT - � av%' WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 PROJECT NAME: DATE: H;\CED\Data\Forms-7ernplates\5elf-Help Handouts\PIan ning\Waiversubmittairegs,docx Rev: 02/2015 LAND USE PERMIT SUBMITTAL REQUIREMENTS: W AIVED MORD, FIED COMMENTS: Arborist Report 4 Architectural Elevations 3AND 4 Biological Assessment 4 Calculations 1 Colored Maps for Display 4 Construction Mitigation Description 2AND 4 Deed of Right -of -Way Dedication i Density Worksheet 4 Drainage Control Plan 2 ✓ Drainage Report 2 Elevations, Architectural 3 AND 4 Environmental Checklist 4 Existing Covenants (Recorded Copy) IAND 4 Existing Easements (Recorded Copy) IAND 4 I Flood Hazard Dat34 Floor Plans 3AND 4 Geotechnical Report 2AND 3 Grading Elevations & Plan, Conceptual z Grading Elevations & Plan, Detailed 2 / v Habitat Data Report 4 Improvement Deferral 2 Irrigation Plano — PROJECT NAME: DATE: H;\CED\Data\Forms-7ernplates\5elf-Help Handouts\PIan ning\Waiversubmittairegs,docx Rev: 02/2015 'I — -- WAIVED MODIFIED - LAND USE PERMIT SUBMITTAL REQUIREMENTS: BY: BY: King County Assessor's Map Indicating Site4 Landscape Plan, Conceptual Landscape Pian, Detailed 4 Legal Description 4 Letter of Understanding of Geological Risk 4 Map of Existing Site Conditions 4 Master Application Form 4 Monument Cards (one per monument) 1 Neighborhood Detail Map 4 Overall Plat Plan 4 Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTS) 4 Post Office Approval 2 Plat Name Reservation„ Plat Plan 4— P -reapplication Meeting Summary 4 V Public Works Approval Lettere Rehabilitation Plan 4 COMMENTS: Screening Detail 4 Shoreline Tracking Worksheet 4 Site Plan �AND4 Stream or Lake Study, Standard Stream or Lake Study, Supplemental4 Stream or Lake Mitigation Plan 4 Street Profiles 2 Title Report or Plat Certificate 1AND 4 Topography Map3 Traffic Study 2 Tree Cutting/Land Clearing Plan 4 i Urban Design Regulations Analysis, Utilities Plan, Generalized 2 Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan, Preliminary 4 2 H,\CED�Data\Forms-Templates\Self-Help Handouts\Planning\Waiversubmittalregs,docx Rev: 02/2015 N LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED MODIFIED COMMENTS: BY: BY: Wetlands Report/Delineation 4 Wireless: Applicant Agreement Statement ZANa 3 k Inventory of Existing Sites 2ANO 3 Lease Agreement, Draft 2AND 3 Map of Existing Site Conditions ZAND 3 Map of View Area 2ANU 3 _ Photosimulations 2AN03 This Requirement may be waived by: 1. Property Services 2 Development Engineering Plan Review 3 Building 4 Planning H:\GED\Data\FDrms-Templates\5elf-Help Handouts\Planning\ Waiversubmittalregs.docx Rev: 42/2015 PREAPPLICATION MEETING FOR King County Puget Sound Emergency Radio Network Tower Extension 3511 NE 2nd St. PRE16-000326 CITY OF RENTON Department of Community & Economic Development L Planning Division May 12, 2016 Contact Information: Planner: Matthew Herrera, 425.430.6593 Public Works Plan Reviewer: Vicki Grover, 425.430.7291 Fire Prevention Reviewer: Corey Thomas, 425.430.7024 Building Department Reviewer: Craig Burnell, 425.430.7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre -application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). DEPARTMENT OF COMMUNITY V AND ECONOMIC DEVELOPMENT'S--- Lr 1 M E M O R A N D U M DATE: May 12, 2016 TO: Pre -Application File No. 16-000326 FROM: Matthew Herrera, Senior Planner SUEUECT: Puget Sound Emergency Radio Network Tower Extension 3511 NE 2"d St. General: We have completed a preliminary review of the pre -application for the above - referenced development proposal. The following comments on development and permitting issues are based on the pre -application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov. Project Proposal: Applicant proposes to increase the height an existing 150 -foot emergency communication tower with a 25 -foot extension to upgrade the existing emergency radio communications system. This memo assumes no Wireless Communications Facilities are proposed. Current Use: The site contains a government facility. Zoning Designation: The subject property is zoned Light Industrial (IL). Government facilities are permitted in the IL zoning designation with a Hearing Examiner Conditional Use Permit. A new conditional use permit application will be required as the proposed improvement exceeds 10 percent of the tower's height and is therefore a major revision (RMC 4-9-030G). Critical Areas: The City's critical areas map identifies regulated slopes on the subject property ranging from 15 to 40 percent. A critical areas letter of exemption request will be required. Development Standards: The project is subject to RMC 4-2-130A, "Development Standards for Industrial Zoning Designations" effective at the time of complete application. Minimum Lot Size: 35,000 square feet as the lot was created after September 1, 1985. The site meets this minimum lot size. PSERIS— PRET(,-OW326 I'age 2 of 3 May l2, 201fi Minimum Lot Width and Depth: There are no minimum requirements for lot size, lot width or depth within the IM zone. Maximum Lot Coverage for Buildings: 65 percent of total lot area. Using aerial imaging, It does not appear the existing improvement exceed the maximum. Height: The maximum height for public facilities in the IL zone is 100 feet. The proposed facility exceeds the height limitation and is nonconforming. A variance will be required to exceed to height limitations of the IL zone. Environmental Review: The tower extension does not meet an identified categorical exemption set forth in WAC 197-11-800 and therefore an environmental threshold determination will be required. The proposed project would be subject to Washington State Environmental Policy Act (SEPA). An environmental checklist is a submittal requirement. An environmental determination will be made by the Renton Environmental Review Committee. This determination is subject to appeal by either the project proponent, by a citizen of the community, or another entity having standing for an appeal. Permit Requirements: (1) Hearing Examiner Conditional Use Permit; (2) Site Plan Review as applicable and not exempt in RMC 4-9-20082; and (3) Variance as the proposal exceeds height limitations of the IL zone. All three permits will be consolidated with one public hearing and decisions on each permit by the Hearing Examiner (RMC4-8-070J) The proposal will require a Hearing Examiner Conditional Use permit. Conditional Use Permits allow for review of certain uses with special characteristics that may not generally be appropriate within a zoning district, but may be permitted subject to conditions and mitigation measures that protect public health, safety and welfare and ensure compatibility with other uses in the district. Decisional criteria for the conditional use permit are itemized in RMC 4-9- 030D. It is the applicant's responsibility to identify how the proposal meets the decisional criteria_ The proposal will require Hearing Examiner Site Plan Approval. The purpose of the site plan review process is to analyze the detailed arrangement of project elements to mitigate negative impacts where necessary to ensure project compatibility with the physical characteristics of a site and with the surrounding area. Site plan review ensures quality development consistent with City goals and policies. Site plan review analyzes elements including, but not limited to, site layout, building orientation and design, pedestrian and vehicular environment, landscaping, natural features of the site, screening and buffering, parking and loading facilities, and illumination to ensure compatibility with potential future development. The proposal will require a Variance. The purpose of a variance is a grant of relief from the requirements of the development regulations which permits construction in a manner that otherwise is prohibited by the development regulations. Decisional criteria for the variance are itemized in RMC 4-9-25085. It is the applicant's responsibility to identify how the proposal meets the decisional criteria. There may be other approvals (modifications, variances, etc.) required depending on the scope of the proposal. All applications can be reviewed concurrently in an estimated time frame of 8- 12 weeks once a complete application is accepted. The land use application fee will be $7,416.00. ($2,500 Hearing Examiner Conditional Use Permit + $2,500 Hearing Examiner Site HXFUIPIannmglCurrent Plan ning1PREAPPS12016 PreappsTRElfi-000326.Matt1PRE16- 000326Amended. doe x PSE RN— PRE 10-{X)0326 Page 3 of 3 May 12, 2016 Plan Review + $1,200 Variance + $1,000 SEPA Checklist + $216.00 3% Technology Fee = $7,416.00). Detailed information regarding the land use application submittal is prodded in the attached handouts. The review of any required building permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods. Public Information Sign: The applicant is required to install a proposed land use action sign on the subject property per the specifications provided in the accompanied public information sign handout. The applicant is solely responsible for the construction, installation, maintenance, removal, and any costs associated with the sign. Next Steps: When the formal application materials are complete, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please contact Matthew Herrera, Senior Planner at 425-430-6593 or mherrera@rentonwa.gov to schedule an appointment. Expiration: A Conditional Use Permit, Site plan approval, and variance are valid for two years with a possible two-year extension. 14ACEMPlannin.6Curreni P1anninglPREAPPS12016 Preapps\PRE16-000326.Matt1PRE16- 000326A me nded.doc x PROJECT DESCRIPTION INTRODUMON King County Puget Sound Emergency Radio Nctwock (here alter referred to as "King County PSERN") is a I)rojcc•t that will replace/upgradc the existing, aging regional ciiicrgcncy radio communications system. The emergency communications network is used to reach and coordinate with emergency rc.spocidcrs and in the event ol'a disaster. This proposal describes the scope of the proposed project by providilig specific information rcgairdiug die project location, zonicig, specifications, and required services. It is King County PSERN's dcsirc to work with the City of Renton to ensure that this project is consistent with local ordinances and zoning rcglrlat.rons ►,,-bile providing critical communication for cuiergcrrcy services. Project Goals The goal of fire King Comity PS1:1tN - RCECC (Dispatch) site is to update and expand the trivo-«ray emergency radio servicc infrastructure for public safely, first, second, third, and other responders to fire surrounding arca and throughout Puget Sound. King County PSERN intends to achieve these goals consistent Milli. all policies and or(linauces of the City of Renton. Application Request Plan Ilic applicant is requesting the following: ■ CorxEonal tI-sc Pcrnut (CT IP) Site Plan Review ■ Variance (Height) f State L� iivironnscntal Policy Act (SEPA) Review ■ Commercial Building Pcrmit Kitt- (10 tilat' P.51,AV Rif -'I,,CC (l ispol, )i.) Pagc 1 W4 GENERAL PROTECT " .e SCRIPUON Project Overview Kirag Comity is i)l the proccss of updating gild expiulcliing its rggorlal emergency C( Millullwatlolls systclll called Puget Sound Ennergcucy Radio Network (PSERN). This systennn enables 9-1-1 dispatchers to semi help during an emergency as well as help first responders such as police officers, fire fighters, and cillcrgcn(-y medical stiff coordillatc response cforts to all emergency. The applicant, King County PSERN, proposes to modify all existing 150' self-support tower With a 25' lower extension to accommodate emergency communications. The tower is located at 3511 NE 2" Strcet Renton, VVA 98055 (Parcel No. 1623059138). This site is on an existing emergency communications facility and is the location of the King Comity Oflicc of Enlcrgency Mauagemcut, This site is zoned Industrial -Light (IL). The propose(] modifications to the existing olnc llundr-ed fifty (150') foot tower consists of a (Avcrlty-live (25) foot extension for an ovcndl tower height of one hundred seventy -live (175') feet, six (6) microwave dishes, and two (2) antennas. Please see Shect A-2 through A- 6.1 for additional informations. Facility Specifications ■ Antennas - King County PSERN is proposing to attach two (2) new anteluias to file existiug tower with file proposed extension. Please see Sheet A-2 through A-6.1 for additional innfornnation. • Color - The proposed tower extension and antennas will be painted to closely match existing conditions. ■ I'.clulpment - King County PSLRN will locate equipment within [lie existing telecommunications room inside the existing building. ■ HVAC Upgrades -The existing HVAC units will be updated. The updated HVAC units will meet all applicable noise standards, ■ I iuidscapin - A landscaping plan Inas been proposed for this site. All equipment will be located within the existing tcicconiniunications room inside tine existing building. ■ Microwave Dishes - PSERN is proposing to attach six (6) microwave dishes to the proposed tower. k:flg Gw.iq RVERN RCECC (Dispatch) Pagc 2 GENERAL SITE ANALYSIS Conditional Use Permit Required Findings According to Renton Municipal Code (RMC) Section 4-9-0301): D. DECISION CRrrEPiA: Except for wireless communication facilities, the Administi-ator or the Heuiug hxarnhicr sliall consider, as applicable, die following factors for applications: (Ord. 5675, 12-3-2012) 1. Consistency with Plans and Regulations: The proposed use sliall be compatible with the gcncral goals, objectives, policies and standards of (lie Comprcheusive Plus, the: zciniiig regulations and any other plans, programs, maps or ordivauccs of the City of Reliton The proposed King County PSERN project is consistent «cilli the gcllcrJ goals, objectives, policies alid standards of (lie C.olnprchetisivc Plail, the zoning regmlations and aiy other plans, progwa ns, maps or ordinances ol' the City of Renton. "1'lic proposed l'acility adlicres to tic City of Renton Comprehensive Plaut Capital F,16116cs Element which specifically addresses "...facilities and services that are needed by the residcilts and busilicsscs of die City for a functionid, sale, acid cllicicitt clivironrnent." "171c. City of Renton leas outlined the follotIVvig for policies facilities whicli are as follows: Policy CF -10: Coordinate m ith lederal, state, regional and local jurisdiclions, private industry, businesses and citizens in die planning, design and development of facilities serving and affecting the community. The. City of- Renton is coordinating with King County PSERN to provide much needed regional emergency communicaliolm 2. Appropriate Location: The proposed location shall riot result in die detrirnewal overconcentration of a particular use within the City or within the immediate. area of the proposed use. The proposed location shall be suited for the proposed use. Thc proposed emergency communication facility has bmi dcslfglcd and locatcd in order to he the least intrusive while still providing accessary services. The proposed modification is to all existing tower/facility and will not require a tier tower to be erected, Thcrelore, (his proposal is not contributing to dic ove.rconcentration of' the cun-ent use widiiii the City or within the immediate area. 3. Effect on Adjacent Properties: 7'lic proposed use at the proposed location shall not result in substantial or undue adverse effects on adjacent property. There will be no climitT ill use gild it will not result ill subslaitial or undue adverse cllects ori adjacent profierty. Several Bonneville Power Administration (BPA) transmission towers lie ill die iliimecliate arca and arc of similar heights as the proposed tower extension. The proposed modification is to update the lailuig system and it is a direct public benefit k�l,g Counly P.SF.RR' RC;ECC (Disl.rlrll) Page 3 1 providing critical enlergelccy communication scmce to the suIrouilainJ,.'' area rued 1lilllin elle entire network. Please sec enclosed Photo 5intl1latlons. 4. Compatibility: The proposed use shall be compatible with the scale and character of tlrc neighborhood. 'I'llc. proposed encl-gency communication lacility is compatible wifll the scale and character ohlie neighborhood. Several Bonneville Power Administration (BPA) tra.11sinission towers lie in tllc Immediate area acid are of' similar heights as the proposed tower extension. The towel- i6ll only be extended twenty -live feet (25'). The tower extension has been dcsilptcd and located in order to be. (lie least intrusive while still providing necessary setATices. 'hiss area is predoniilimitly use(] for government lacilitics. Adjacent properties are as follows: • North - City of Renton Public Works Maintenance YaId mid King County District Court • West -King County Transportation Yard all(] Renton Trarlsler Station • Soutic - Vacant Land • East - Sunnydale Mobile Hone Park 5. Parking: Adequate parking is, or Brill be made, available. Tflc existing facility leas adequate parking. The proposed modification will not require ally additional parking. 6. Traffic: The use shall ensure safe movemeul for vehicles and pedestrians and shall mitigate potential clIccts on the surrounding arra. '],here arc no traffic impacts associated 11718] these gI)es of facilities as they are unrn1a11rted and require ililreclucilt mailltenarlce.. 7. Noise, Light and Glare: Potential noise, light and glare impacts frorn the proposer] use: shall be evaluated and mitigated. Tlcc proposed modification will not have any significant noise, light or glare impacts. The Federal Aviation Administration will not require the tower to be lighted. 8. Landscaping: Landscaping shall be provided in all areas not occupied by buildings, paving, or critical areas. Additional laudscaping may be required to butler adjacent properties from potentially adverse cllects of the proposed use•. Trus modification is for a tower extension and antenna collocation. Therefore, no changes are proposed to the existing landscaping. 9. Specific Requirements for Kemels: In addition to the criteria above. (tic loliosving criteria shall also be considered for kennel applications: a. History: Past history of auimal control complaints relating to the applicant's clogs and cats at tllc address for which the kennel is located or to be located. Conditional Usc Permits shall not be issued for kennels to applicants %i ho have previously bac] such permits revoked or renewal refused, for a period of one year alter elle (late of revocation or refusal to rune"'. Kir,,- 6,,U1,tj - P.SF.RA' RCFCC (Dishalrfi) Page 4 e 1'liis requirciueitt (foes riot apply to this proposal. b. Standards for Keeping Animals:'lhc applicanl or kconcl ow°ncr must Aso collipl). with the rc(luircuic»ts of RMC 1-1-010, Ariirual Jrcepir)g and Beekeeping Standards. This requircumit docs not apple to iliis proposal. 10. Specific Requirements for Secure Community Transition Facilities (SCTT), Crisis Diversion Facilities (CDF) and Crisis Diversion Interim Service Facilities (CDIS): In addition to tilt criteria in subsections DI through D8 of this Section, ticfollowing criteria shall be cocisidered for secure community Liansition facilities, crisis diversion facilities, and interim scrl-icc- lacilitics: a. Whether alici-nativc locations were revic.ived quid cor►sidcration %vas given to sites that are farthest removed froin any risk potential activity; b_ N lietlrer adequate bullring is provided from abutting and adjacent uses; c. Wicthcr adequate security is dernonsttatcd by (lie applicant; d. Wlictlier public input was provided duritig the site selection process; and c. For SCTF there is no resulting concentration of residential facility beds operated by Clic Dcpa tinent of ('Or'cctions or the Mental Health Division of the Departmetit of Social and Health Services, the dumber of registered sex offenders classified as Level 11 or Level III, and flee number of scx olleuders registered as homeless in a particular n ig hboi -hood, c-oinrnuui€y, jurisdiction or region. This requirement (loci not apply to this proposal. Variance Required Fundings According to Houton Municipal Code WMO Sectiou 4-9-250W: 5. Decision Criteria: Except for varianccs from critical areas regulations, a determination shall be made iii w•ritiiig that dic conditions specified below have leen found to exist: (Arid. Orel. 483.5, 3-27-2000) b. What the grantiiig of' the variance will not be materially detrimental to the public welfare or injurious to the property, or improvements in (tic vicinity and zone itt which subjecl property is situated; 'nic purpose and goal of dic rc�'iortal emergency conimuihicatious nctivork is to promote public safety and welfare. Ail update/expatusiou to the current system further promotes public safety and welfare. The proposed modifications to the RC1:CC touter are important to servwc tic vicinity quid play rut integral role chi duill the emergency corrum llWatiorts network. The proposed modifications to the RCECC tower will not be injurious and/or have det.l7rncutal impacts to the existing uses, plumed uses, property, or improvements adjacent Kiuq f.'ounirP..5"F.R'4' Page 5 N to; all(] in the vicinity of tnc proposed project arca. The existing tower already cxcccds llie ttiaxit>tunt lreigltt limit of, the IL zone and is used for a public service. The 1313A transmission towers are also o1' similar heights and sctiv a public purpose. Thcreforc, all additional to%vcr freight ol' twenty-five (25') shoult,l have no sipiilicant impact to lie area. Please see enclosed letter Froin PSERN providing Hifonnation about tie critical role this site plays iiithin the network and the justification for all increase ill height. Zoning General Plan Designation The site is zoned Industrial -Light (IL) and tic use is as a govenimenl facility. According to Renton Municipal Code (HMC) Section 4-24060 Zoning Use Table - Uses Allowed in Zoning Desigliations: USES; RESIDENTIAL TONING DESIGNATIONS I INDUSTRIAL RC R-1 RA R -i R-8 RMH R-10 R-141 RMF I IL I IM I IH Minimum Lot Widti/Depth for Public Facilities City government offices AD AD AD AD AD AD AD AD AD AD AD Cit, government H H H H H H H H H H H H facilities Jails existing municipal Diversion facilit and H71 H71 diversion interim service fatility SKUre community H71 H71 transition facilities Other govemmeni H H H H H H H H H H H H offices and facilities Accordingly, King County PSF,RN's proposed tivenly-five. (25) loot tower extciision exceeds 10 percept of the oribinal tower height, which will requirc Conditional Use Perniit - IIcauing Examiner (CUT), State Environmental Policy Act (SLI'A) Re47erir Site Plan Review, Variance, and a Commercial Building Pcrmil. Development Standards According to Renton Municipal Code (RMC) Section 4-2-130A - Development Standards for ILtdustrial 'Zoning Dcsigttahons: LOT DIMENSIONS Minimum Fat Size for lots created 3:1,000 sq. lt_ after September 1, 1985 Minimum Lot Widti/Depth for None lots created after September 1, 1985 IAT COVERAGE Maximum Lot Coverage for 651#, of total lot arca or 7.5% d parking is provided within lie building Buildings or within a parking paragc HEIGHT A 14,- C onllq RSF.RN RC -ECC (Dis)rrch) Page 6 Maximum Building Height`, cxccpt 50 It., cscept 100 1t. it lot is located in (tic Employ a nt Arca (1•;A)" liar Nablic Facilities"' Maximum Height for Wireless Svc IINIC 1--1-110. Communication Facilities' Sl TBACKS"" Minimum Front Yazd Principal Arterial streets:" 20 ft. Other streets: 15 Ii.; provided, that 20 ft. is required if a lot is adjacent to or abutting a lot zoned residential. Minimum Side Yard Along a Principal Arterial streets:" 201t. Street Other streets. 151t. Lxccpt 50 ft. is required if a lot is adjaccut to or abutting a lot zonal residential. Minimum Freeway Frontage 10 it. landscapecl setback li•orn Ilse property line. Setback Minimurn Rear and Side Yards" None, except 20 it. if lot is adjacealt to or abutting a lot zoned residential; which may be reduced to 15 ft. through the Sitc Plan development review process. Clear Vision Area In no case shall a stnccture over 42 in. in height intrude into the 2011. clear Nislon area defined in RMC 4-11-030. LANDSCAPING General Sec: 11MC 4-4-070 SCREENING Minimum Required for Outdoor Sce RMC 4-4-095 Loading, Repair, Maintenance or Work Areas-, Outdoor Storage, Refuse or Dumpster Areas Special Screening Requirements NA for Tow Truck Operations and Impoundment Yards LOADING DOCKS Location Not permitted ou tlic side of the lot that is a(ljacent to or abutting a lot zoned resideutial.' DIIMPSTER/RECYCLING COQ .I •FON STATION OR CENTER Location of Refuse or Recycling Areas Scc 11MC 4-4-090 PARKING General See 11MC. 44-080 and 10-10-13 SIGNS General See RMI;' 4-4-100 CRITICAL AREAS General Sce RMC 4-3-0.50 and 4-3-090 I Ax Sirs: This site meets the mitlinium lot size of' 35,000 Sq. ft. IA)l Width/I)clatli: There arc uo mimmuln requirements for lot width or- depth Hi the 11, Zo11c. h11,, [ ��u11rJ 1'SEX,N XGL'C'L' (Ditilratcl�J Page 7 Lot Coverage for Buildings: Buildings do not exceed 65 perccul of lotal lot area. Buildup; Height• The proposed tower height extension to a total lower height ol' one hundred scvcngy-live {175) lect exceeds ll►c allowable height limit ill the II, zone. A variru►cc for 1►ciglll approval is part of' this application and meets the decisional criteria outlined in RMC 4--9-25085. Setbacks: The proposed modifications to tie existing tower already meet current setback requirements. The tower is setback as fb1lows: ■ North - 241'-6" • Hast - 384'-8" • South - 245'-1" • West - 461'-2" Please see Sheet A-1 for more detailed inlarn)ation. Luidscat)ing: This rnoclncca6on is for a tower extension and antenna collocation. Therefore, no changes arc proposed to the existing landscaping. Scre.enin "phis modification is for a tower extension mid antenna collocation. Therefore, no changes are, proposed to die existing landscaping. Loading Docks: This requirement is not applicable to this proposal. Durnl)stcr/Recyclim, Collection Station or Center: "I71is requirement is not applicable to tic proposal. Parking: The existing facility has adequate parking. The proposed nlodificatlon will not require any additional parking. Si is: This requirement is not applicable to this proposal. Critical Areas: The only critical area noted is regulated slopes on the subject property ranging from 15 to 40 percent. A copy of the geotechnical report has been included which indicated that these slopes were not present in the irnnlcciiatc vicinity of tie tower. Construction Mitigation Description King County PSLRN has yet to lay out specific consiniction start and end dates. However, cousMiction should start within olre (1) or t« -o (2) months alter pcnlhlt_s arc approved and obtained. Construction will operate during nonnal work clays and work hours. '],here are no traffic impacts associated with this proposal. King County PSERN will utilize. Al nc(,cssary construction metxxls to minimize dust and noise. There will not be any, erosion or mtld associated with this proposal. ,Uk C uufrl)- I- SERN R( -r - -(Dispatch) Page 8 I - § ---- �$ II 76 �1 iRgA��p' PAOIFIO D�RPOR1TIOn1 111111118 ,� iRgA��p' PAOIFIO D�RPOR1TIOn1 L19 King County Department of Information Technology CNK -EX -0600 401 Fifth Avenue, Suite 600 Seattle, WA 98104 206-263-7887 Fax 206.296.7646 TTY Relay: 711 May 23, 2016 RE: King County's Puget Sound Emergency Radio Network Deployment at RCECC in Renton To Whom It May Concern, King County voters approved Proposition 1 in 2015 to fund the deployment of the Puget Sound Emergency Radio Network (PSERN). PSERN is deploying the next generation of emergency radio networks, greatly increasing Coverage, Capacity, Capability and Connectivity throughout the region. The King County Regional Communications and Emergency Coordination Center (RCECC) at 3511 NE 2nd St in Renton is the nerve center for disaster preparedness and emergency response planning in and around our region. PSERN is proposing to raise the existing 150' tower at the RCECC facility by 25' to a total height of 175'. We need this additional height in order to fulfil RCECC's critical mission as the emergency communications hub of King County. This height is required in order for us to locate 3 microwave antennas which connect back to the towers on Capitol Hill in Seattle. This link, which is also being made redundant with dedicated fiber, forms the backbone of the new emergency radio network. The deployment at the RCECC is an imperative for the emergency radio network and the tower extension at the RCECC is required to provide us full functionality. The required total height of 175' was determined by field path analysis and driven by the need to locate 3 x 6' dishes all pointing to Capitol Hill. King County and the PSERN team appreciate your attention to this urgent matter. We encourage you to approve this proposed deployment so that we can ensure first responders have the support they need when responding to emergencies. Regards, Davi Mendel PSERN Project Director (attachments) May 23, 2016 Page 2 About PSERN When we call 9-1-1, a dispatcher sends us police officers, fire fighters, and emergency medical staff using a radio communications system. The same system is used by first responders to coordinate activities at emergency events, communicate with each other and with their supervisors directing response activities. Time is often critical during emergency situations therefore dispatch and first responders need a reliable radio communications system to help them respond efficiently. The current emergency radio system is over 20 years old and is in danger of failing if it isn't replaced. Parts on the system are already wearing out and it will soon be at risk for service outages, increased dead spots in coverage and lack of effective communication for emergency responders. By the end of 2018, the vendor we use to supply new and replacement parts and repair used parts for the system will no longer provide them to us. In addition, the current system was designed in 1992 for the County's population at that time. Over the years, the population throughout the County has steadily increased and residents are living in regions they didn't before which creates coverage challenges for the current system. The new system will have several new features including improved Coverage, Capacity, Capability and Connectivity. This is a large project; the budget will be approximately $273 million. On April 28, 2015 King County brought a levy before voters and they approved it so the PSERN project has begun. You can find more information on the project at www.pser.orq King County CNK -EX -0600 401 Fifth Avenue, Suite 600 Seattle, WA 98104 206-263-7942 Fax 206.296.7609 TTY Relay: 711 July 21, 2015 To whom it may concern, The Puget Sound Emergency Radio Network ("PSERN") project has recently begun its Civil Site Development work_ The project is being administered by the King County Department of Information Technology on behalf of the County's regional partners who own the current network_ This tetter certifies that the resulting PSERN infrastructure and end user devices will constitute a two-way emergency radio system that exists to provide permanent emergency radio services for public safety first, second, third and other responders to residents and visitors throughout King County. Sincerely, C.- �-7?Z� David Mendel PSERN Project Director Mail Processing C r Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10 10 1 Hill wood Parkway Fort Worth, TX 761.77 Issued Date: 04/22/2016 Sean Douglas Puget Sound Emergency Radio Network 401 5th Avenue Suite 0600 Seattle, WA 98104 Aeronautical Study No. 2016-ANM-39-OE Prior Study No. 2003-ANM-2286-OE ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Antenna Tower RCECC Location: Renton, WA Latitude: 47-28-50.30N NAD 83 Longitude: 122-10-15.95W Heights: 343 feet site elevation (SE) 180 feet above ground level (AGL) 523 feet above mean sea level (AMSL) This aeronautical study revealed that the structure would have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft or on the operation of air navigation facilities. Therefore, pursuant to the authority delegated to me, it is hereby determined that the structure would not be a hazard to air navigation provided the following condition(s) is(are) met: As a condition to this Determination, the structure is marked/lighted in accordance with FAA Advisory circular 7017460-1 L, Obstruction Marking and Lighting, red lights - Chapters 4,5(Red),&12_ It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e -filed any time the project is abandoned or: At least 10 days prior to start of construction (7460-2, Part 1) —X Within 5 days after the construction reaches its greatest height (7460-2, Part 2) See attachment for additional condition(s) or information. This determination expires on 10/22/2017 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. Page 1 of 8 (c) the construction is : -et to the licensing authority of the Fec Communications Commission (FCC) and an application for a construction permit has been filen, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E -FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is subject to review if an interested party files a petition that is received by the FAA on or before May 22, 2016. In the event a petition for review is filed, it must contain a full statement of the basis upon which it is made and be submitted to the Manager, Airspace Policy & Regulation, Federal Aviation Administration, 800 Independence Ave, SW, Room 423, Washington, DC 20591. This determination becomes final on June 01, 2016 unless a petition is timely filed. In which case, this determination will not become final pending disposition of the petition. Interested parties will be notified of the grant of any review. For any questions regarding your petition, please contact Airspace Regulations & ATC Procedures Group via telephone -- 202-267-8783 - or facsimile 202-267-9328. This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. Any failure or malfunction that lasts more than thirty (30) minutes and affects a top light or flashing obstruction light, regardless of its position, should be reported immediately to (877) 487-6867 so a Notice to Airmen (NOTAM) can be issued. As soon as the normal operation is restored, notify the same number. This aeronautical study considered and analyzed the impact on existing and proposed arrival, departure, and en route procedures for aircraft operating under both visual flight rules and instrument flight rules; the impact on all existing and planned public -use airports, military airports and aeronautical facilities; and the cumulative impact resulting from the studied structure when combined with the impact of other existing or proposed structures. The study disclosed that the described structure would have no substantial adverse effect on air navigation. An account of the study findings, aeronautical objections received by the FAA during the study (if any), and the basis for the FAA's decision in this matter can be found on the following page(s). Page 2 of 8 A copy of this determination v e forwarded to the Federal Communic is Commission (FCC) because the structure is subject to their licensing authority. This determination cancels and supersedes prior determinations issued for this structure. If we can be of further assistance, please contact Paul Holmquist, at (425) 227-2625. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2016-ANM-39-OE. Signature Control No: 277044400-289514660 Mike Helvey Manager, Obstruction Evaluation Group Attachment(s) Additional Information Frequency Data Map(s) cc: FCC Page 3 of 8 (DNH) Addi at information for ASN 2016-ANM IE Aeronautical Study Number 2016-ANM-39-OE Abbreviations AGL - above ground level MSL - mean sea level RWY - runway VFR - visual flight rules IFR - instrument flight rules nm - nautical mile Part 77 - Title 14 Code of Federal Regulations (CFR) Part 77, Objects Affecting Navigable Airspace 1. LOCATION OF PROPOSED CONSTRUCTION This proposal is to add 30 feet to an existing antenna tower, increasing its height to 343 feet MSL (180 feet AGL). It is located at 3511 NE 2nd St, Renton, WA and is approximately 10,927 feet (1.8 nm) west of the RWY 34 threshold at Renton Airport (RNT), WA. The RNT airport elevation is 32 feet MSL. 2. OBSTRUCTION STANDARDS EXCEEDED The structure is identified as an obstruction under the following Part 77 standard: Section 77.19(b): The surface of a takeoff and landing area of an airport or any imaginary surface established under 77.17, 77.19, or 77.23. This structure would exceed the RNT conical surface by 298 feet. Terrain in the vicinity exceeds RNT conical surface by 118 feet. 3. EFFECT ON AERONAUTICAL OPERATIONS a. The impact on arrival, departure, and en route procedures for aircraft operating under VFR: The proposed antenna tower would exceed the RNT Part 77 conical surface by 298 feet. b. The impact on arrival, departure, and en route procedures for aircraft operating under IFR: None. c. The impact on all planned public -use airports and aeronautical facilities: None. d. The cumulative impact resulting from the proposed construction or alteration of a structure when combined with the impact of other existing or proposed structures: None. 4. CIRCULATION AND COMMENTS RECEIVED The proposal was circulated for public comment on 11 February, 2016. The public comment period ended on 19 March, 2016, and one response was received as of that date. A representative for American Airlines Operations Engineering responded with no impact to their operations. The FAA concurs with the comment. 5. DETERMINATION - NO HAZARD TO AIR NAVIGATION It is determined that the proposed construction would not have a substantial adverse effect on the safe and efficient use of navigable airspace by aircraft. 6. BASIS FOR DECISION Part 77 establishes standards for determining obstructions to air navigation. A structure that exceeds one or more of these standards is presumed to be a hazard to air navigation unless the obstruction evaluation study determines otherwise. Just because a proposed structure exceeds a Part 77 surface does not automatically make it a hazard. In this case, the antenna tower would exceed the RNT Part 77 conical surface by 298 feet. Page 4 of 8 However, there are no effects instrument procedures at RNT, and no Z issues were raised during the public comment process. The incorporation of obstruction lighting will mitigate the Part 77 comical surface penetration by making the antenna tower more visible to pilots. Page 5 of 8 F iency Data for ASN 201.6-ANM-39-i LOW HIGH FREQUENCY FREQUENCY FREQUENCY UNIT GHz Page 6 of 8 ERP ERP UNIT L€,1 TOPO Map for ASN 2016-ANM-39.. Page 7 of 8 oval Mag for ASN 2016-ANM-39-0. 95 1229(y .. 111E-1 1 1'92 f X35 (682) (44-?, ) •� 1 a75 aidgs �= •s (937} B LLEVUE Se 2 72 f BOEING`" KING Cfl I (B 1) r 7.3.5 e NOTAMs/Dir'ec, :)r lass D effr hr e3 1110 c*wJ Yy-,w-118 3' ' .. � 50 AT 127:75 :r * �1 0071221s0 H AOE 125 L: 202 �R� EN�TON RENTON � N.(RN � Q� A� RNT 1111 . _ RE C?T) 353 EA) t 20 CT /�- 124~7=C 8 :D/ , ATIS 128795 • / �� j r 2 *L 54 f•22.95Q , 1�1 - R P 34 .� a r Ma le DD 1301-� 1 Oa ve 20 100 KENT 3 SFC._ AUBURfV (S5�) 589 ' �,., (234) CREST (S3F3) 63-*L�34 122. L 33,14.2 � 1 RP 16 t drag 1 �O strip I ter"" 694 (P�) E Q \ nitr�t twtfdf-nn=wwvr Page 8 of 8 1, . F- '� +•41. w (((c C"P+ ASSOCIATES 'Tz o CAMP+ ASSOCIATES ATZ 4 " r f;w4Ij lit, , 4r '' , : , .1 , 1"4 70 �� 1p, qw 1, 0 0.: I MIT!' % 1p, qw 1, 0 0.: k + ENVIRONMENTAL CHECKLIST Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www,rentonwa.gov PURPOSE OF CHECKLIST: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. 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 information 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. INSTRUCTIONS FOR LEAD AGENCIES: Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B even though questions may be answered "does not apply". In addition the SUPPLEMENTAL SHEET FOR NONPROJECr ACTIONS (part D). Please completely answer all questions that apply and note that the words "project", "applicant", and "property or site" should be read as "proposal", "proponent", and "affected geographic area" respectively. The lead agency may exclude (for non -projects) questions in Part B - Environmental Elements —that do not contribute meaningfully to the analysis of the proposal. For help go to: htti)://www,ecy.wa.pov/proprams/seaLej2a/e-review.html King County PSERN — RCECC Page 1 of 15 A. BACKGROUND 1. Name of proposed project, if applicable: PSERN—RCECC (Dispatch) 2. Applicant: King County Puget Sound Emergency Radio Network (PSERN) 3. Address: 4015 1h Avenue, 61h Floor City/State/Zip: Seattle, WA 98104 Phone: (206) 263-7846 Agent: Odelia Pacific Corp. —Sarah Telschow Address: 55066 1h Avenue South, Suite 202 City/State/Zip: Seattle, WA 98108 Phone: (206) 979-6268 E-mail: stelschow@odelia.com 4. Date checklist prepared: May 17, 2016 5. Agency requesting checklist: City of Renton Department of Community & Economic Development Planning Division 6. Proposed timing or schedule (including phasing, if applicable): Construction will commence as soon as all applicable permits are obtained. 7. Do you have any pians for future additions, expansion, or further activity related to or connected with this proposal? if yes, explain. King County PSERN has no future plans related to this proposal at this time. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. King County PSERN and its agents are not aware of any previous environmental information that has been prepared on the project site that would affect 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. King County PSERN and its agents are not aware of any pending applications directly affecting this property. 10. List any government approvals or permits that will be needed for your proposal, if known. • State Environmental Policy Act (SEPA) Review • Conditional Use Permit • Site Plan Review • Height Variance • Commercial Building Permit King County PSERN — RCECC Page 2 of 15 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) King County PSERN is proposing a 25' tower extension with new microwave antennas to an existing 150' emergency communications tower for reaching and coordinating with first responders. Please refer to construction plan sheets A.1, A.2, and A.3 for more detailed information. 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 area, 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. Address: 3511 NE 2"d Street Renton, WA 98058 Parcel No.: 1623059138 Legal Description: LOT 6 OF CITY OF RENTON SNORT PLAT LUA 01-090 PER REC #20020517900003 SD SP OAF - W 1/2 OF NE 1/4 OF NW 1/4 LESS POR LYING N OFSLY R/W OF NE 3RD ST TGW SE 114 OF NW 1/4 TGW SW 1/4 OF NE 1/4 LESS POR CONVEYED KC PER REC #9812090986, 9611200290 & 9109130534 TGW NW 1/4 OF SE 1/4 Please see the attached Vicinity Map in the Exhibits for more detailed information. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (underline one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? The City of Renton Planning Division identifies regulated slopes ranging from 15 to 40 percent on part of the parcel. The tower location is relatively flat. King County PSERN — RCECC Page 3 of 15 c. what general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. Alderwood gravelly sandy loom (Agc) and Arents, Everett material (An). Please see Soil Map in SEPA Exhibit. No soils will be moved or removed with this proposal. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. King County PSERN and its agents are not aware of any surface indications or history of unstable soils in the immediate vicinity. The original Geotechnical Report submitted with the original land use application reports surface rupture, landslides, and liquefactions did not represent a design consideration. e, Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. There will not be any filling, excavation, or grading associated with this proposal. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. This site is already developed and there will be no clearing associated with this proposal and no erosion will occur from construction or use. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? No new impervious surfaces will be added to the site. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: At this time, there are no proposed measures to reduce or control erosion, or other impacts to the earth. 2. AIR a. what types of emissions to the air would result from the proposal during construct io n,_ope ration, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. During construction, there will be minor dust and emissions associated with construction machinery/vehicles. King County PSERN — RCECC Page 4 of 15 b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. King County PSERN and its agents are not aware of any off-site sources of emissions or odor that would affect this proposal. c. Proposed measures to reduce or control emissions or other impacts to air, if any: All standard measures to reduce and/or control emissions during construction will be utilized. These measures may proper maintenance of oil vehicles to limit emissions. 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year- round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There are no surface water bodies on or in the immediate vicinity of the site 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. This project will not require work within 200' of waters. 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. This project will not require fill and/or dredge material from surface water/wetlands. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. This proposal will not require any surface water withdrawals or diversions. S) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. The proposal does not lie within any flood plain according to FEMA flood maps. 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. This proposal does not involve any discharges of waste materials to surface waters. King County PSERN — RCECC Page 5 of 15 b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No ground water will be withdrawn and/or water discharged to the groundwater. 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. No waste materials will be discharged into the ground from septic tanks or other sources. c. Water runoff (including stormwater): 1) Describe the source of runoff (including storm water) 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. This project will not alter or impact the existing storm water systems. 2) Could waste materials enter ground or surface waters? If so, generally describe. The project does not involve any discharges of waste materials to ground or surface waters 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. This proposal will not alter/affect droinoge patterns in the vicinity of the site. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: At this time, there ore no proposed measures to reduce or control surface water, groundwater, and/or runoff. King County PSERN — RCECC Page 6 of 15 4. PLANTS a. Check the types of vegetation found on the site: x deciduous tree: alder, maple, aspen, other x evergreen tree: fir, cedar, pine, other x shrubs _grass pasture crop or grain orchards, vineyards or other permanent crops. wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? No vegetation will be removed or altered. c. List threatened and endangered species known to be on or near the site. King County PSFRN and its agents are not aware of any threatened or endangered species on or near the site. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: No proposed landscaping or use of native plants for preservation should be needed. e. List all noxious weeds and invasive species known to be on or near the site. Spotted Knopweed and Tansy Ragwort. S. ANIMALS a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: Birds: hawk, heron, eagle, songbirds, other: Mammals: deer, bear, elk, beaver, other: Fish: bass, salmon, trout, herring, shellfish, other King County PSE RN — RCECC Page 7 of 15 b_ List any threatened and endangered species known to be on or near the site. King County PSERN and its agents are not aware of any threatened or endangered species on or near the site. c. Is the site part of a migration route? If so, explain. King County PSERN and its agents are not aware of this site to be part of a migration route. d. Proposed measures to preserve or enhance wildlife, if any: At this time, there are no proposed measures to preserve or enhance wildlife. e. List any invasive animal species known to be on or near the site. King County PSERN and its agents are not aware of any invasive species on or near the site. f. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Antennas and associated equipment will be tied into the existing electrical system. b. would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. The subject proposal will not affect the potential use of solar energy by adjacent properties. 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: At this time, there is no energy conservation features included in the plans of this proposal 7. ENVIRONMENTAL 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, No such hazards have been identified with other similar installations. 1) Describe any known or possible contamination at the site from present or past uses. There is no known contamination on the site from present or past uses. King County PSERN — RCECC Page 8 of 15 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. There are no existing hazardous chemicals/conditions that will affect the project development and design. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. There are no toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. 4) Describe special emergency services that might be required. No special emergency services will be required far this proposal. 5) Proposed measures to reduce or control environmental health hazards, if any: At this time, there have been no measures proposed to reduce or control environmental health hazards. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? There is not any existing noise in the area that would affect this project. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. There will be minor short-term noise associated with the construction of the project. 3) Proposed measures to reduce or control noise impacts, if any: King County PSERN will comply with all state and local ordinances regarding noise. King County PSE RN — RC ECC Page 9 of 15 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. The site is currently used as the King County Office of Emergency Management Regional Communication Emergency Coordination Center with an emergency communications tower. Properties to the north are industrial uses, to the south and west are vacant parcels, and to the east is a mobile home park. The land use in not changing, therefore this proposal will not affect current land uses on nearby or adjacent properties. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or non -forest use? This site is in the industrial — Light zone and is not farm or forest lands. 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: The proposal will not affect normal business operations. c. Describe any structures on the site. There is on existing 150' emergency communications tower and the King County Office of Emergency Management Regional Communications and Emergency Coordination Center building. d. Will any structures be demolished? If so, what? No structures will be demolished. e. What is the current zoning classification of the site? The site is zoned Industrial — Light (IL) by the City of Renton. f. What is the current comprehensive plan designation of the site? The current comprehensive plan designation is Employment Area. King County PSERN — RCECC Page 10 of 15 g. If applicable, what is the current shoreline master program designation of the site? The site is not near a shoreline, therefore is not applicable to this project. h. Has any part of the site been classified as a critical area by the city or county? If so, specify. The City of Renton has identified regulated slops on the property ranging from 15 to 40 percent. L Approximately how many people would reside or work in the completed project? This proposal is a tower extension upgrade and is an unmanned facility. j. Approximately how many people would the completed project displace? This project will not displace any people. k. Proposed measures to avoid or reduce displacement impacts, if any: The project will not displace any people, therefore no measures are needed to avoid or reduce displacement impacts. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal is compatible with the existing land use as an emergency communication facility. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: At this time, no measures are proposed and/or necessary. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. No units will be provided from this project. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. No units will be eliminated from this project. King County PSERN — RCECC Page 11 of 15 c. Proposed measures to reduce or control housing impacts, if any: The proposed project will not impact housing; therefore no measures are needed to reduce or control housing impacts. 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? The proposed tower height with the extension will be one hundred seventy-five feet (175). b. What views in the immediate vicinity would be altered or obstructed? A twenty-five foot (25') tower extension should not significaly alter or obstruct any views. c. Proposed measures to reduce or control aesthetic impacts, if any: The tower extension and antennas will be painted to closely match the current tower and antennas. 11. LIGHTANDGLARE a. What type of light or glare will the proposal produce? What time of day would it mainly occur? This proposal will not produce any light and/or glare. The Federal Aviation Administration (FAA) will not require the tower to be illuminated. b. Could light or glare from the finished project be a safety hazard or interfere with views? This proposal will not produce any light and/or glare. c. What existing off-site sources of light or glare may affect your proposal? There ore no existing off-site sources of light or glare that will affect this proposal. d. Proposed measures to reduce or control light and glare impacts, if any: This proposal will not produce any light and/or glare. King County PSERN — RCECC Page 12 of 15 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? King County PSERN and its agents are not aware of any designated or informal recreational opportunities in the immediate vicinity. b. Would the proposed project displace any existing recreational uses? If so, describe. This proposal will not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: This proposal will not displace any existing recreation uses, therefore there are no measures to reduce or control impacts. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe. King County PSERN and its agents are not aware of any places or objects listed on, proposed for, or eligible for listing on or near the site. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Is there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identifysuch resources. King County and its agents are not aware of any landmarks, or evidence of historical, archaeological, scientific, or cultural importance to be on or next to the project. c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. The Washington State Department of Archaeology and Historic Preservation (DAHP) website and associated Washington Information System for Architectural and Archaeological Records Data (WISAARD) tool was used to assess the potential impacts to cultural and historic resources on or near the project site. King County PSERN — RCECC Page 13 of 15 d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. No measures are needed to avoid, minimize, or compensate for loss, changes to or disturbance to resources. 14. TRANSPORTATION a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. The existing site is served by a private road off NE 2"d. No new streets are proposed to serve the site. Please see the Vicinity Map Exhibit site plan (A.1), and survey (C-1.1) far more detailed information. b. Is the site or affected geographic area currently served by public transit? if so, generally describe. If not, what is the approximate distance to the nearest transit stop? Not applicable to this project. c. How many additional parking spaces would the completed project or non -project proposal have? How many would the project or proposal eliminate? This proposal will not add any additional parking spaces. d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). This proposal will not require ony new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities. e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. This proposal will not occur in the immediate vicinity of water, rail, or air transportation. f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and non -passenger vehicles). What data or transportation models were used to make these estimates? This facility is unmanned. King County PSERN — RCECC Page 14 of 15 g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? if so, generally describe. This proposal will not interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area. h. Proposed measures to reduce or control transportation impacts, if any: There are no traffic impacts associated with these types of facilities as they are unmanned and require infrequent maintenance. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. This project will not result in an increased need for public services. b. Proposed measures to reduce or control direct impacts on public services, if any. This project will not result in an increased need for public services, therefore no measures are needed to reduce or control direct impacts. 16. UTILITIES a. Underline utilities currently available at the site: electrics natural gas, water, refuse service, telephone, sanitary sewer, septic system, other 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 which might be needed. This is an already developed existing site. No extra utility services are proposed for this site. C. SIGNATURE The above answers are tru is relying on them to make Proponent Signature: nd complete to the best of my knowledge. I understand that the lead agency decision Name of Signee (printeW c 1c�sc , Position and Agency/Organization: t( P _ AV Date Submitted: King County PSERN — RCECC Page 15 of 15 ZONING & PARCEL MAP King County PSERN - RCECC (Dispatch) 3511 NE 2"" Street Renton, WA 980 8 IL Parcel No. 1623039138 m;] Wilk& , . Site ��- j}r 4 Not to scale. LEGEND IL - Industrial -Light King,Comity PSEAN RUCC (Dispatch) SITA Checklist 1Ahibit VICINITY MAP King Count} PSERN - RCECC (Dispatch) 3511 NE 2°' Street Renton, WA98058 Parcel No. 1623059138 4 4#h St hJE 4tE� C L7 z ri m a n E SF 2nd Pt SL Zild t5511 NE 2nd St kill 4 Sunnydale Mobile ���.Sk Home Park `'�V% SE 5th St £,F 14Znr1 144t N Not to scale. Kuig County PSERN RCECC (Dispatch) SEPA Checklist Exhibit SOIL MAP Not to scale. LEGEND AgC - Atdcnvood ( ;r.nclt} Salid I .oain, 8 to 15 purcciii slopcs An - Arcias, Exciv(( inateriat King ('()Uillt PSEAN BcllcaIlc Station W? SLRChccklisl I'Ahibil FLOODPLAIN MAP 1;• Not to scale. LEGEND Cray - %onc X - Areas ol• 500 year flood, Areas less diad 1 -ft depth during 100 year flood, Areas protected by levees from 100 year flood 61011 - regulatory floodplain) King Counhv PS1:RN RC1;CC (Dispatcii) SEPA Checklist Exhibit NE 2nd St of King County Offic IC4 r7: Emergency Management V �lu Pt I I 0-, LOO. Hem I oc k D r4i Milli I I., N dk: "Osewood Dr I.A Al M VIA, j2 1: 05PM 1_ 1,FISERJE7 3200 p.2 GEMCM16M WORT MG COUNTY R RGIONAL COMNRWCATIONS AM EMERGvNcy cooRDMTION CEMMR PJM DN, WASMNGTON HWAoj No. 99075-201 ic 2wi Preparedfor Aj chitects -M APPENDIX A, ..2 1:05PM HP ISERIET 3200 1 3 j2 1:05PM 1,ASERJET 3200 T. 1.0 Il4TRODUCTiQN _..................._.... 1.1 COAL....,..»..,...•..._......_.., 1.2P�yRo�yy1c.1 r. DyryE'scR now-__.....-. 2.O ME 2.1 SURFAM Cc3rmMCVS ...-._.._. 2.2 SxM)I FACE CONdMONS—... 2-ZI Gm mul Geologic Q 2.2.2 Site Soil Conditions 2..23 Ground Water Cons 3 0 CONCUMONS AND RECO11r ME2 3.1 GENERAL..... ..... »......_....».... 3.2 SITE EAR'IHwo K REcDmmEN 3.2..I Subgrade Preparatim 3.2.2 8t uchaml FM Mater, 3.2.3 Wct Weather Earth% 33 STR Uc rURAL PAVEmmgT DEsI, 3.4 FouNDAmoN Svppop ...._..«.. 3.4.1 Seismic Corsidexatic 3.4.2 Sid Footings for 3 3.43 Concrete Slabs -on -V 3.4.4 Communications Tai 3.4.5 Shallow Piers for Lot 3.5 RErAu4iNo WAU Arm LATm 3.5.1 Bmied Concrete Wal 3.52 Gabicn Wails ..__.. 3.6 STORM WAR MAxAG> 3.7 UNDERGROm UT z= _... 3.7.1 Temporary UMUPP-M 3.7:2 PpsB=Wingng and Ea 3;$.CouxrsN G0£Cumt S. 4.0 LENIlTATIONS...._....N...•.._.._............ LIST of TAsxw Table 1: Pavement Seca Table 2: Sec Coaffciarts for 1997 Table 3: Seismic Cots for IBC Table 4. Rommmuded Soil Input Para OF CONMOT'S .........................» ...........................,NNr ....,..•1{ ........................ N.... y _ w........ NN,.». ^-..+_.« f.R,.l.._»»Nl.uuN..w..i_.«.w.,»»M.Nw....•.1 �........ _ _ _. w N...... «u N.Y.. w..,..t__..,.._.M.N........M. tions.....,....»,._.__..».....»:.........»........,.»...,.. 4 [DAITONS..............«...... ------------- ----- --------------------------- - -- d A'TIQNS ...... ................ ...._.w.........__...__S forNew Pavanemtsals ...,..,....».......:.__,...._..,� andCompactiaa_»..»...»............._.....»...5 gildingSupport.»«».....,,..«............»..._�.«9 Support._.....................N»....».......__......! Q Load FAPTm PRESSURE CoNmgRAum4s.»..«..12 ..........•. ........ ,•»...«.13 Iasroz�ATloNs..N._...............:.....:__N..w..13 64 N...» ....... . ...............«.,...,..................,...___I7 ...•......•.......«...»..«.•..w....._«.......».w..._r.•.N.wr.r.. 7 Code Based Evaluatiaas ...........•..___.---..»....,, 8 Code Based = for LPME Analy-ws"° _w..__ .......«......�� 11 p.4 r .z 1: 05PM HI ASERJET 3200 f ._ Table of Cont*ts (Continued) Lm oFFx(FO UOV MG T=O Figure 1. Vicinity Map Figure 2, Site and ftloratian Plan F4we I Cross Section A A' Figure 4. Crane Section B -B' Figura S. Crass Sootion C -C' Figure 6. Simmope Pbu and Pra�iie - D i71 Figm 7. Co&c MV. TOP OfBdsting Figure S. Figme 9. Com =i Zana 2x00 f &d a is !llovmWc Co .w and Upfift Cvsddes Aprmwu= A—A Figure A 1. L.S and of Teems and used aA E*mat ws Figu= A-2 7At9. Lop of Boeings BRA through BH -8 A-rB Appenda�Lsbosstor-y Test% Fro= H-1—&3. Caak Size Dism'budo 99o7�AlaAae • HWA ADM P.5 J'2 1 : QSPM=E.RSERJET 3200 P. g TONG COUNTY EMERGENCY Ca RENTON, 1.0 1.1 GENERAL HWA Geo5ai€nres Inc. (HWA) aampleWd a Ting Co=y Regional O mmu iczd= and Reawn, Washington. The: project is located i Avmw NE, south of tide City of'Renton Pab: Figwe 1. The purpose of the study was to ex conditions and to provide PS&E level recom tho prof cat. This report mflccts the results of conclusions far the project. Oso work on this project was perfaaaed in arc and subsequent, December 22, 2000, propose proceed with for work vudlined in our Octabe at a project tea meeaag on November 29,1 December 23, 1999, after the project was pat cost estmiwx dated December 22, 2000 (ref k completed before the stop work order). Our 1 laboratory tag„ geofteWcal evaluadonof gesoudmical ow for pavem= dwiga-of site � fnuadation mllppo#, : commlder4our, stolmwaterm agement fmh Au&rizadan to p oc eed was provided is the N+Ix. Timothy Spelman of Hewitt Architects, c 1.2 PttOJ= DSSCPJMON Our ceding of the proj cct is based on review of schen z& design plans. We unde, accommodate a M -6=e regional, commuai< coordination omtm fartempoFmzy mamgcw The proposed facility wifl consist of a single was, and will occupy a fouvint of approxi CAL REPORT IAL COMMUNICATIONS MINATION CENTER IiSSIriGTON - wteobnical study in support of the pmpasod me gemy Coordinadion Cuter (RCECC) is the vicinity of2�' Avenue NE and Monroe ; Wa ce Facility, as indicated on ore and evaluate the surface and subsurface mda#ions pertaining to geotechnical aspects of at explorations, aaaalyses, results, and m-dmce with our original, Oember 4,1999, ULHewitt A.rcbitects. Vert►sl W thorhMfM to 4,1999 proposal was given by ]oho Aldredge i4. We were notified to stop work on a hold. We subm ttted an updated scope and hg the remainimg gcotoclmical tasks -not A scope inch dad gootecbaical explorations, nbgm& conditions, and P5&E -level , site grading and dramap, sewdr. takliog walls ate lateral emxtll. e:. - -= ation) faalrories, and mAeq" rad utilities. atm of a dpa conbwt, execated by ted March 21, 2001. ==ons with desigm team members, and nd the proposed RCECC facMty will Dw staff as well w an emergency of eud►enency response and w ons. ►ry, steel frame building with con crabMe- smear bdy 34,000 square fleet The facility will .;2 1 : ❑GPM HF 4SERJET 5200 i I August 16, 2001 HWA Project No. 99075-201 include an approximately 180 -foot high cc .building. As the bzRity is expected to be as an earthqualm,-design criteria have beet requirement. The project includes approxkutely 1,500 paved diiv"V/aM= row, and about 9 Stammwaar wM be m maged by use of inI tine Storm #rater Management Mamtal Fa approadmately 250 -foot long rock -filled g part of site grading. 2.0 2.1 SMACE CoNmr ONS The proposed site is located within the Ci Wn= Ave NE, southeast of the County was used as tank testing groins during'V Road Services i3ivisian as a storage and F aithovgh the swab= Of the site i brat descens to the Cedar River to the so (hodzontal:-vmtical). Mach of the site is i �, =portc&y buHt for tank tmM, c the City of Renton yard. Tbwe are, also m mraunications tower located within 30 feet of the operational following a regional crnwgency, such established to mea this servbmbility neal fest (app=dmaWy 25,000 square feet) of 000 square £yet of paved parking area& tration ponds to be designed in accotdm= with Westam f hiftVWn (Ecology, 2000) An, pion basket VMH (gabiou wall) is R3so PWMed as COMMONS r of Reatan in the vicinity of 2"d Ave PIE and nahmenance facMics. We end that the site orld Wor II, and is currently used by King County unt-stri ft test arca Tire site is rcWvclyr fiaot, the crest ofan mately 2504not high slope th. The slope is inclined appmxixz n y 2&IV ridded and beavrly vel. A pawed WWhgY is through the site and connects dw County yard to mmil gravel foot paths across the -s*-- I1 mncal acaial photogran hs itifficate thzt considerable regrading of the sitebas been awomplishad si=1936. It is our mders znftg d attanktrails and embankments were ccustricted, poly vsing notive soib as fill. 2.2 SUR9MACE C#1NDMONS 2,.2.1 General Geologic Condinans GenerdVologic data for theproied area Quadrangle, KhW Cow*, W asldngtnn (h is urrderiain by deposits of glacial receW( overlying glacially consolidated tlifbi ane and moraines typically consist of loose to contents, which were deposited by mcltw Tho uukdyiug glacial drift and till is veer with vax*g amounts of gravel, cobbles a obtained from the Geologic Map of the Renton ullhmar,1965). This map izDfir res that the site mal autwash and ground moraine deposit!, tills. The upper Post-Vasban incesdonal Oubwash odium dense smids and gravels with vansble silt ter scams a from a reftwding glacier. dense and is typically composed of sans and si'1ts - 1Soulders. M75-201a.d= 1 2 HWA {ice NM p.7 j2 1 : ©GPM-LRSERJET 3200 P, 8 i August 16, 2001 HWA FrojeatNo- 99075 241 2= Site Soll Conditions Soil conditions across the RCECC site we through BH -5, to deptbs ranging from. 451 excavating 17 testpits to depths ranging l3 approximate -location of each exploration i Figure 2. E=ept as•noted on Figure 6, all the dat= used by Symonds Consulting B -survey, Details` of the field Uplloration pn -presea#ed in Appendix A, Our hrkq retW Sections A -A' through C -C on Figures 3 revealed is our explorations ia&caft that t recessional ouiwash overlying glacially co desraebed below: Filh Fill was encountered in borings BE through TP -8, sad TP -12 through TPA 5. and composed of gravelly sand to sandy orgtmic debris or waste. With the except extended to depths ranging frc= I % feet BH -1 was located adjacent to previously. sbaut 12 Beet of test pit backfill. The nor softs and may have been de:dved fraza ea anticipated to cdLibit modergte to high pe Recessional Outwaah: Recessional out, ground surface or duly beneath fill. I medium dense and composed of clean to silty gxavei with va riablex sand and silt cc recessional outwash- The recessional ou , The Skaigl otctwah soils are an sad moderato to low compcesssbdity. GI=W Driftfiill: Crlacial drift and/or gI Wow the mcenional. ouM=& Tine glad; sand with va nable gravel watemt, or hard Glacial drUbtill contains cobbles and hwul and exhibits Iow penneability and low coi Advance Onbrash: Advance outwasb wz the bona s, except of BH -4 The adva=e: gravels, sometimes with trace silt conte nta, explored by drilling 5 borings, designated BH -1 51 fart beneath the ground surface, and n 7 to 13 feet below growd surface. The: h icated on the Site and Exploration Flan, wml ions in this report am based on NAVD 1988, inecrs far the cecevt site and topoMpincal rant and logs of the borings and test pits ace i of subsorfaca conditions is depicted in Cross rough, 5, respectively. Snhsarihce conditions project site is underlain by deposits of fill and 4Hdated wails. Each oft ese soil units is BH -4 and BH -5 and in test pits TP -2, TP -4 xc fill was generally very loose to medium dense rel with variable silt contents, and occasional ofBH 1, the fill enamn=ed in the explorations E fact below -%e existing ground surface. Boring anted test pit TP -6, and as such, encouatered sition ofthe fill is similarto that bf the native Med wAs from the area The fill soils are: eability, and moderate to low compressr'bility. h was encomdered in all borings either at the glacial ou wash a=mA rredwas generally y sand with varaablc grawl-coWent. and clean to nt. Occasional cobbles wen encourtfared m ft 3h coarsens with depth and boulders may be pafibd to wffi,i tit moderate t6high Peaneability: ial till was encountered in all ofthe borings, drbMill w typically cow of -very dense silty It with variable sand and gravel content, The xs. The glacial. ddf /tM is gbxaaliy causoHdated, aressiibility. It should be considered an aquitard. encountered be=low the glacial drifb`till in all of otwash is typically composed of clean sands mad It eontelm cobbles and may contain boulders. 99075-2DIa.doc 1 3 EWA rjE0SCMNM INC _,2 1; 07PM HF ISERJET 8200 p. 9 August 16, 2001 HWA Project No. 99075-201 The: glacial ourwash soils are anticipated to ssrcomprebiIity_ 2.23 2.23 Ground Water Conditions Ground water was mmimtered in all of the below tate easisting ground surface. Cnrauod Qaoumd water levels are expected to vary de precipitstioo, and other factors. 3.0 CONCLUSIONS AND 3.1 G»at. Tice resaltS of our std&- indicate that the site o ve meex of loose: to medium dense fii1 of Varying in our a Vloratioas located wAbia the proposed compra$rlaility of the fill material is vaziable az seulameat when loaded by founda dens or new: excavation and =-compaction of fill mateaal w limits and depths of over -excavation should be engineer at the Fane of cowduation. A bid ift should be included in the contact. Over-exc av, replacement =d rr compacticin as stnsetiusl fib removed. Specafic reaammertdations far site ea Pavement design rno a idations are pre senv modaAe to high permeability, and low ;a, at depths ionsew fiom 24 to 47 feet was not encouatered iia any of diet gest pits. ag an the time of ye04 amount of 'the proposed RCECC is undcdainby a leper About feet of EM was encountered n1ding foatprint. The swsngth and I the fill may aTedence dif%rcd isl' II. Therefore, we =eond over- itin the building footprint. The speeific wed in the field by the-gcotxhnical fbr over-=caivati m and re -compaction ted materials shoWd be generally suitable for 4 provided all Mable materialare thwork are pressed in Section 3,2- I in Seation 3.1 The RCECC building can be founded on spread faotmgs bearing an properly prepared 5ftuctm-a fill, m on. native mcesdan d outwasb. The co ions #ower should be Mg4xx ted on drilled, vezAn-=late foundstiors such as anger cast piles or ddlled sbafis. Fo=dation support recom1aendat3ons, 'inclulliq seismic deme conside ,acre presentd in Section 3A. Rxondations for design of reMbing walls and below -grade we Avsanted in Section 3.5. Stxa:mwater rawag sent censidmtions, Section 3.6. Recmziendaflons for uncle; m Sectiaa 3.7, and tecornmmdatians far Section 3.3. ng design b0tratian rates are paented in I utility desiza and amstr x6m are prem ting Seotecla ed services are pre smted in 99073-?�1R.�oa 14 HWA GOOSCUCES lbiC. r- 12 1;07PM -LASERJET 3200 P.10 August I6, 2001 HWA Project No. M75-201 3.2 sin URTEWORK 3.2.1 Subgrade Preparation for New P Subgrade preparation in the pavememt an vegetation and other deleterious material. the exposed snbgmde soils should be pm observation afthe geotechnical cngi=. approximately 12 fimbe apart, should be Womatign nmdcd for the assessment of bearmg.strahm Any soft, yielding areas (including test pit baakfM should be ova swichwA ra Ager the subgrade has been evaluated as should be compacted to at least 95 perms test method ASTM D 1557 (Modified Pre requiremeat or display deflection ander i conditioned or replaced as necessary, sad 3.2.2 Struttntal FRI Materials and Far lite purpose of thus report, any materiai to be paved is defined as struchual fill. Sts draWng sand and gravel free~ from organic Gavel Borrow at Select Borrow, as descd the WSDGT Standard Sped eadons. In g+ ar+cas should be svitable for re --use as strud deleterious materiels, and the oversize math use of on -ft materials as structural 0 she on a case by case basis. If earthwork is per m vret condtd ns, the spvcturai'IM should , Wet Weafl= Farms section of this rm Structaid fill soils should be placed in loos and compacted to a dense and unyielding co dry density, as detetinined using test mctho ofpiacement the moisture cont ofthe st Optimum. The procedure to acln M the spa the size and type of comlaacting equipment, being compacted, mad certain soil propertim compaction equipment consist of a 1CWon (i hould bgon'with the removal of all topsoil, lowing'removal of existing surficial rnateria}s; )fled vhfta filly4m ded d=p truck under the acessive passes of the dmnp truce spaced le. Such proof will provide visual . sabgrade and evaluation of its acceptability as a stifled ding the proof -rolling prccm cavated sad bac3r51led with propedy compacted rlbcd above, the upper 6 incises of material the maadmtmt dry density, as &q=ined by ). Disturbed areas that do not meet this 1 loadings; should be cxavatcd., maims ced within building footpr=ts or below areas tral IM should consist of relatively clean, fiiee- Ier or other daleteziuw ma kx als, such as in Section 9.03.14(1) and (Z), respectively, of al, the on-site soils wit}ria aver -=ave fill provided that the org=iC and otbcr s (greater than 61tw1m) are removed. The be appmvadbythe geotecbided cansulbm# oed during Worded pemods of wet weather or form to the revoOM=dStions presented is the horizontal Bits less than S inches in thickness edition, and at least 95 percent of the noammmm ASTM D 1557 (Modified Proctor).. At the time ctand fill soils should be within 3 percent of ified minimum relative comgactiaa depends on ie number of passes, thiclnoess of the layer For this proj=%. we recommend the mm n= static weight) vibrataory roller. 9 Oi Q1�do� I HwAemscmcnim .d 1: 07PM HP, ISERJET 3200 August 16, 2001 HWA ProjectWo. 99075-203 Wbanthe first fill is placed in a given area, and area should be considered a test section. The tes placement and Impaction Procedures required t geoW.1mical consultant should obam pkce= in establishing an appropriate compaction procal lure is established, the contractor's process tests should be palonaed to verify that proper o 32.3 Wet Weather Eaurthwark If rartthwork is to be ger%rmcd or IM is to be pia the following =oxamendadons should be firAm Effi'ftork sMuld be =DmpHsW in Snail sent E=Vstion or the removal of unsuitable suit sho and ccimpacdoa of a saitable dickness of claw conswicdan giant used should be limited ti • MYUxW used as structuMl fill should consi than 5 percent by dry wd & passing the U. sieving the fiction passing the 3/,ij,012 Slav Note, these at sddbiond r crmctions on th Section 3.2.2; • The giGund and= Wltt=tier construe of praoVta ion, and to pM'veat sucfacc • No soil dwuld be left =oompacted so it cs within the construction area should be seal equivalent. Soils which became too wet fo replaced with clean mar mabmdals; 'Excavation and placement of fill should lie to verify that all unsuitable materials are re do huv is a: Wcved; and a Bales of strawandlor VoUmMe sit fiances �rosism. ry6= the type of fill mal gunge:, the section should be used to establish fill achieve proper compaction. The t and compactioa of the test sectionto assist ere. Once a placement and compacfionf re should be momitored and Iodic deaskY mpachoa is being achieve& ;ed in •wet weather or under wet conditions, nerd into the contract specifications. Ms to minimi= CNppg= to Wet Weather. Id be followed prompdy by the pkc=cW Mcbnal fa The size and type of prevent soil disturbance; t of clean, granular so% aomhing less 1. Standar, No. 200 sieve, based on wet The fines should be non-plas= structural fill materials d -bed in za should be graded to promote rrMoff fiom ponding; absorb water. The ground smfom E by a smooth dem vibratory taller or compacdon should be xcmoved and ed by tier geat�nical comitant - . .. ... and suitable compaction and sits be snstcgically located to control 33 STRtCruRALPAvzmwff I?FSIw Subgmde for pmmmmt should be prepared in accordance with Section 3.21. It is our under ndia8 that the fi=l* wilt not expert high or heavy volume traffic. Thetrfav, r Vic tecommmd the use of a flexible (asphaltic. c ) pavement section. —t 94073-201�aaa xwa GostMN=nac. ,Z 1:07PM-1..RSERJET 3200 August 16, 2041 HWA Project No. 99075-201 For Light traffic and passer vehicle pad= section consist of at least 3 laches of ACP oN (CSBC). 1n areas that may be loaded with ht or garbage collection tricks, and is areas wit recommend at least 4 inches of ACP over 6 i Table 1: areas, we recommend the fleaa'bie pavement r 4 incl= of crushed suzBicing base course V vehicles, such as delivery vans, media vans, vehicles may be honing at slow speeds,, vre :hes of CSBC. IFSvement Secdons ASB: A.WW t'i k=W Bw% wsDar CSAC: Crashed Sn B"C C=34 3.4 FoumknoN Sm"sw 3x A Seismic Cousidamdens 3A.IJ Code -Based Deign We underAaad that the RCECC will be drill Uaifwm MIA,*= Cade (UBC 1997). Ekm tbal the binding ruin fWxdonal-mellowing p me . based objectives Will be used in Tla�ese perbarmsncc based cdtcda are sims'l Bonding Code (IBC) 2000 (ICC 2000). The t+eu�a of do-ftW and quan fyiug seismic ba to achieve specific performance objeedves. eonsisacat with both the 1997 UBC and the I As a minirnum, we recownended the for conditions d ua are e=&tent with be used far 1997 UBC Coda based cv CMCwdO% 4-06: 943.6 o 9SK arms dry dem perASIM D-1557_ ioai. ZWEp Swdar d SpeaScatiaas Cor Ram, Eddgr- and led to moot the FcgL*=eats of the 1997 er, we further understand dot it is imperative x Large eardaqudw irk.*c region. Accordingly, MM*tlai the'sdsmic design ofthe Mice. o those that are eDnbdwd in the Kamal BC 2000 reflects the cnrrart shad of the at in ad on a phonal level and designing bufidinga ,ccordingly, m6qualne dCSIP cdtcia C 2000 we provided. be designed in acca mance with the' 199? UBC MMI, seismic eoefficisub to i consistent with zone 3.. are prescutcd below. 9MS zola.doc . 1 7 lt1WAGwScmiwINc. RovyVei<irkArm 10 wsnoT �ng Maui Standard AltaSpeculadw DC= W AITa�s � . W fbrhqmrMd (incbw) (hes) Cm' s) (wCh=1 Mamriai AM Class S 3 2 4 3 9-03.8 'A18 0 3 0 3 4-06.9-M.6 CSBC 4 0 6 3 9-03.9(3) ASB: A.WW t'i k=W Bw% wsDar CSAC: Crashed Sn B"C C=34 3.4 FoumknoN Sm"sw 3x A Seismic Cousidamdens 3A.IJ Code -Based Deign We underAaad that the RCECC will be drill Uaifwm MIA,*= Cade (UBC 1997). Ekm tbal the binding ruin fWxdonal-mellowing p me . based objectives Will be used in Tla�ese perbarmsncc based cdtcda are sims'l Bonding Code (IBC) 2000 (ICC 2000). The t+eu�a of do-ftW and quan fyiug seismic ba to achieve specific performance objeedves. eonsisacat with both the 1997 UBC and the I As a minirnum, we recownended the for conditions d ua are e=&tent with be used far 1997 UBC Coda based cv CMCwdO% 4-06: 943.6 o 9SK arms dry dem perASIM D-1557_ ioai. ZWEp Swdar d SpeaScatiaas Cor Ram, Eddgr- and led to moot the FcgL*=eats of the 1997 er, we further understand dot it is imperative x Large eardaqudw irk.*c region. Accordingly, MM*tlai the'sdsmic design ofthe Mice. o those that are eDnbdwd in the Kamal BC 2000 reflects the cnrrart shad of the at in ad on a phonal level and designing bufidinga ,ccordingly, m6qualne dCSIP cdtcia C 2000 we provided. be designed in acca mance with the' 199? UBC MMI, seismic eoefficisub to i consistent with zone 3.. are prescutcd below. 9MS zola.doc . 1 7 lt1WAGwScmiwINc. .2 1:08PM HP 1SERJE7 32011 August 16, 2001 HWA Project No. 99075-201 Table I Seismic Coefficients for 97 UBC Code Based Evaluations Seismic Soil Spic Sci-c Cowrol Control Zane Pro£lle Coefficient, Coeffidme, Pezi4 Period, spodrd Type Ca G TO T* 3 Sp 0.36" 0.54 0.12 0.60 In addition to the 1997 UBC code design be evalumted for as mmmediate occupancy QroW M as deed in IB C 7000. The sic gid motion p=cdwc contains Comdered Ea &tu kc (MCE) with a 2 povaul (i.& recut interval of approxfie y 2500 much huger than that used for the 1997 USC ate sealed to two-tl n of the, maximum group( mctions for the MCE in the lBC 2000 are linke efforts &d have been conducted by tfie U=tc d (Franket, et al, 1996). Table 3 premus. seismic Procedure de=lx d in Section 1615.1 of IBC 2 sits coefiieiewsp=catcd in Tables -2 and 3 aro Table 3: Sebuue Coefficients for we understand &at the building will objectwe consistent with 3eisidc Use in IBC 2400 is based upon a Maximum probability ofexceedance in 50 years cans). A3though this racwrsnce inter ind is P. 500 years), the IBC 2000 design madons motions developed £or 9W MCE. Ground to probabilistic eardxpake mrd mapping tales Geological Survey coeiaaiews for use witb the Genal W. Pwsp se spectra coaGOV --ding to the 41 d in Fig= 3. 2W Code Based Evaluation 3A -U Seismic Ek=rds The site is WOMIY to experience signiScant d surface ru ftM laadsli ing, or kiquaao6m I =ptuz assodaicd with faulting because there the site. - T!u site is qty to fence scant ] Iaudsiides because ofthe setback distance of slope height. As illustrated on the Sit Mope facemems reaching from either ground site is unlilmly to experience ground no known active faulu within 5 miles of +et mu related to ea rd quaff induced building frmm the slope compared with the n and Profile, Figme 6, the buulding is set 99075-201a.dw 0 HWA Lim I3ar • Desip Spa=al Spemd site spodrd site PGA .Accakwau= Aaalaadun Cc oWwozo Rwpcme Comm! Pak ds Cho (s) @I O.U. (g) a LOSM (w pamnow S, 5�—TT P. sus %x To T, D 0.64' 137 OAS 1.1.1 054 3A -U Seismic Ek=rds The site is WOMIY to experience signiScant d surface ru ftM laadsli ing, or kiquaao6m I =ptuz assodaicd with faulting because there the site. - T!u site is qty to fence scant ] Iaudsiides because ofthe setback distance of slope height. As illustrated on the Sit Mope facemems reaching from either ground site is unlilmly to experience ground no known active faulu within 5 miles of +et mu related to ea rd quaff induced building frmm the slope compared with the n and Profile, Figme 6, the buulding is set 99075-201a.dw 0 HWA Lim I3ar .e I:OBPM-LRSERJE7 3200 August l6, 2001 HWA project No. 99075.201 back approximately 350 feet from the crest of about 300 feet bigh. Dote the base map for Fi survey by King County, wbich used NGVD 1 S Soil liquefaction typically occurs in loose, sats to high levels of earthquake shalang. We e4 stress apposch (Seed and ldriss,1971) which initiate soil liquefaction to the cyyclie shear stv cy4a spar stress required to cause Hquefactii which relate the de=itj (as determined in the: (ditmined based on laboratory and/or visual The equivalent cyclic shear stress is detemilm w'&q=kr- For our liqueaction misceptn'bility amalyses, pink ground accoleraciion (PGA) of 0.438. 1 MCE (0.64g). 7'be design response sperm. on 213 of the maximum response spectra val approach distant witiLthe kU mt of the 2C The molts of our analyses indicate that same outwash soils may experience limited liquefi( BH -2 (located in the vicinity of the communis mum dense, saturated, sandy gravel loeaW elevation 308 to 313) could potmrtlally Hquet because ofibe significant depth and limited th building site, it is our o0iaion that there is a k lsquefactian. ThereAM we aondder that ground muface represent a.desigo. considcmfian for this pre 3.4.2 Spread Foot tig i for Building It is wdcipatcd thea excavations for spread aac umioansoMated fill and undisturbed recession$ cgslorations indicate ttua the thickmW of 1009 ffDoVrint may vara' from 0 to about 4 feet. We removed fnm beneath the building footprint m fmmdadon excavation, or, than the footings ext native recessional outwasE Any loose or u= excavations far-fcundatiow should be over-eto for structural 0 as described in Section 32.2. slppe, and the slope height is less than 6 is based on an eadier topographic as the vertical datum. #Ad sands and gravels subjected to moderato reed liquefaction pot wtial using the cyclie nmpares the cyclic shtcar szr+ess required to s induced by the design emgquake. Tine is estimated based on angdrical carni ad with penetration ung) and fines content mmual reefing) of the sons bdog a nab=d. based on the magnitude of the design asanmed a magnitude 7.5 cmthqualm with is 213 of the PGA associated with rho UCS derea fined "sem the 2000 IRC are based derived for the MCE. We consk r his IBC. 'thio saturated portions of the recessional miner the design earthpake.. For barm$ ins towax}, our analyses mdu:. Ie that the 0 to 35 feet belvwthe p=d surface (or adcr ft design earthcluatL However, mss ofsascept&le sods beneaih tlne potential Bos ground wmasnent due to sail laa&Rdhng, and liquefaction do xiot 'stdp footings will expose bothloose outwash at** be�dag elair.*= Our usconsoOdated fill beneath the bOdb* mm ad.t W aatber•all fill madmdal be replaced with-structmal fill prior to 'through the fill and bear on undistuabed, - �,A_+_d — adais eacmutered in �vatcd and m -compacted to SzzxpIira=w= We rccarmnead the gcotaclmical cn&ea 99075-20taLdim 19 Hwa cEOSCENMbr- p.14 1: 08PM HI eRSERJET 3200 August 15, 2401 HWA hojectNo. 99075 -?O1 obsarvrr fvoting excavation to ensure to a determine the depth and latcaal limits of av over -excavation and re-coanpacdon be bid i All exbmiar fraatiags should be founded at 1 gra interior footings may be formded ar slabs. Courtimeuous (strip) spread foothsgs sl scinare or re:ctaugular spread footings sham] dknonsim For isobled or contimunn spw beaming on uwHiturtacd, native soils, or rea•c nave: soda, a maxim® allowable bemdag may be used to proportion the foundations. p mm nay be increased by 1i3 for short i lomd;mg. It is anticipated Hast a majority of s et=lemeat applies- Asseaming cansen dOn is Opti foundstion loads aaWipat4 we estimate tot V# in& or less and mule] settieernents be K inch or less. 3.43 Concrete S1ab"n-grade When slabs are designed as beams ca era els assumed to have a modulus of sulWade Daae Concavft slabs -on -grade dmuid be mdaWm pea graved to act as a caplllar<y moismm breal placed between the 092kY moistures break a 2-1nch layer of clean sand over the vapor ba 8.414 TowSnpport Design Considawdons: The proposed tower 'the kmmfioa-ofboring BH Z.' We mderstwd and shear loads are alrp mdwately.624 EA', tower leg 01oward Burtoi4 anail correspond of the a caic maed loads, we recosamen l that 3 foundations such as drilled shahs m augar-ca cast plies are likely to be more: economical th ager cast pfle at each tower leg will not pro; resist the above design loads. A group of aq now teal pile cap at each leg may be util liable beaiinng stratum is exposed and to excavation squid. We recommend tbe a unit cost basis. it I& inches below the lowest adjaccat f wished imum of 12 indws below &e top of edjace m dd be a minimum of -19 inches wide. h olatcd e$ ra inimma of 30iache:.s wide; in do least footings of the above i&&m= &m=siow, rpacwd stm t" fill yhoed over.ttaastorbed WM of 5,000 imands per spare foot (PR* ae recommended mwdmzmm allowable bearing a transient conditions such as wind mad ill occur during constmcrion as the loads are ed as rneomme nded.hcrein, and for the se glen a of mat or -spread fvamdations of 'een two adjacent load4nadng comports of M fi adation, the cow sabgsade may be: a of 150 pounds per cubic inch (poi). a minimum oi4 mob ofwasbed 31g inch A vapor bazier such as visgaeeashould be i the co=v to stab. It may be heipfal to place Ler to aid in miform c oncrat a casing. . bxadon'is indicted on Figure 2, and is near hat the p mfimimsy desist upli% cion, 13 ieigs, and 96 Dips, =pectiver of ea* ace). Based cm our analyses and the maguitude be aomnuuaicadons Unm be wed on dip t piles. In our opinion, 244wh diameter auger en drilled sbaft However, a single 244nch [do su Ment cave orxgM mpmay to et cast VR= or drilled shalls supporting a in this If group of auger cast piles or M7MOLLdn I Y0 RWA d6WIMNM Drc. P-15 1: ❑SPI ..[{RSERJET 3200 P• 1F� August 16, 2001 HWA Project No. 99075-201 drilled shaft is designed to support =h of4 shaft diameters, measured seater to - Allowable compressive and uplift capacities auger -cast Piles, and 3-, 4-, and Moat theme Fresat:ted include a factor of safely 3. The c figura may be increased by rep to adrty p=C loads, such as earthquakes. We r womrmeud' loads. We amend the tower foundations be beneath the existing ground smTz= (Le. f deepes)- Pwvukd the sbath ale prnportic should be 12 inch or less. Difteretial sen should be K iacb or less. Lateral loads and bending mo=ms tran=ib the sduatural capacity of the foundation clam of a deep foundation, or a group of deep foga on variables including the type and geometry location nfreft&rcing steel, pile lead fudty c found 00 ekment(s), soli conditions. and of =00m for the psef cored founda d= type(s), conducted using the compsproms LI'IIjl shear, and beading moment, as fimcdons of sl conducted by others; we recommend the follo Table 4; Recommended Sail • Eflb�vt . Dolma Soil Modef for -Unit Weight• $ LP1LE ' 0-.30 Unsaf.,Yrred 120 30-40' Saturated Sand 58 40-49 Saturated Sand 68 48+ 1 Satrtmzted Sand 63 72=* vahm as== sbafbr are spaced :r list 8 di�o asx $WA should be contacted to pruvuied Construe lon Considerations- The on-sitic:E W caving, and temporary erasing taay be wxp* Umgorary ca=g used dtuiag shaft excavation ICS we recaMMeud a minimm shaft spacing e pk eed cc Figure 9 kr'24-irk dimeter drilled shaft. The allowable capacitied egressive and uplift capacities indicated an the (30%) for =istaace to short tau, Wm ient it wind ktrds not be amsidered as tmawg gned with a sttinimembedment Of4D feet lotions Should curd to elevation 303 feet or as recommetded in Figure 9, total settlement tot beth acija0enr load-bearing Components d to the tower Ftgm atious will be rMLted'by nts and by lateral soil resistaawe. the rmpo=c ations, to lateral and bending farces depends ifthe fonndatim(s), slims spacua& atnom and moons, mdtemal forces aclhog on the cr factors. We are available 10 educt lateral ace deter, The analyses wM be Plus 4.0, and sin include plots of deSecdon, eft &?& as desired. if lateral analyses are dug soil.par;unwrs be used. P=meten for LPU AnalyaesA; Modulus of Friction.. HmizQatatl.soil Aergle Cohesion � k, ' 32 0 30 32 0 25 38 ' 540 80 38 0 • so Item ( �) aMt. If closes Wmft spacings vised pates WhWh account for Nvoup effects. and =oessionral outwash,soils are susceptible I ifddlled shafts are c ons rutom . Any lust be as conorete is plaoed. The allowable 99075-201a.d= 1 8WA O'SWC :meas D4C_ 1:09PM 1SERJET 8200 August 16, 2041 HWA Project No. 99075-201 cow and UPIM OqMCWOS p concrete is cast against son (-e. no For shaft spaced closer than 5 shaft diem hours should transpire between concrete F allow the fiesh concrete to sot and reduce 3AA lkurs for Screen wall Support We uaderstand that a;Tr aaamalslY 24 -inch fotmdadw nVport for a profiled metal sere on the east side of the, RCECC tacHity. Th 1806.8 of the 1997 UBC. Matmiad Class 3 for design of thew screen waU support pier 3.5 ftTAnwc- WALL An LATERAL 3.51 Buried Concrete Walla We mderAwd that the proposed improves wafts andlor ad1hytmals. The lateral ea depend on several factors, nwlueiing the im mc&od and dog= of backO compacaoa, of aay surge =&or concentzated loads top and toe of 0 wa11s. We recomme ad below grads waHs be desil density of55 pc£ This assumes the soil bci and and grmtL such as that dem in S Spe ficadaons. Care mud be taken by the c walls. FW within a distamce, of about 3 feet cnt: Wed, Aces, and uabalaaccd earth lc will be resisted by a cembiaadm ofsliding beamed paatm of the su acture. The"pawn+ against r+et dtanz vel ftedugs, strip or sFe uc%mg an allowable a gmvaler t fluid pressure c otMons diet wM preveemt the btuid-up of the assn Wfm that the ground m cface: 4a movement to a disuse equal or gmateer the pre M= povided by the Wer 12 inches of =less the smficial senis axe protected by pd pressurre at the tee of the ling wall or fC on figure 9 are based on the assurVficn that sot casng far drilled shaft:}. M (measured enter-to7cen r) a minunum of 8 creat and eau Yndan of MrYwA i Shafts; to Poundal for commui d between sem. bnmter c4e piers will be used for sr wall. IU w za m wail wM euM=d aorthlsourh design of these piers will conform to Section sandy grave} in Table 18-1-A may be asgmwd PRFSMM CONSMERA'iMM net may include below -grade suu=m s=h as K pressures agai m concrete retaining wails . ratan of the badWopc, degree of wall restraiaat. minagcp�=dxwjmhd end location For this prgect, we andcipate level grade at the i floc an acti�seismic egc nbant fWid retained by the wmU madsts offxe Ambing itm 9-03.1M) of tip 1998 WSDOT Standard actor to avoid ova -compaction near the the wail dw,uld be cOxpicted with lightweight ds wM subjed the walls to laftO forces wbich base) resismncr and passive pressure against the by puperlycompictediM i footizW,, er"gmde beams may be es=zted of 360 pe£ Ibis vat= assumes drained ydrostade preswre in the compacted 0 and on Mt to the &Wftc is icvrl in lhq direction of twice the eseubeimentdepth. The passive - Oil SbDl ld be anbaWd in dcsdga aomputadorns or Sebe slab -on omdr- 7fie passive ding should to be: considered in evaluating 99715-241a.dac 1 12 HwA amSamm bv— p.17 1. IDPH 1_FISERJET 3200 August 16, 2001 HWA Pmjea No. 99475-201 resistencc to lateral loading unless the bar compacted. For base sliding friction, we cast is -place conte and soil. 3.5.2 Gabion Walls. We understand a gabion baska wan is should be noted that such walls are not se#tlomcnt, or ratadon) may occur. Ira of large concrete blocks, such as Lock.] Amir appearance. , . IJPicaUy, Babiou basket wails are filled v catwasb conwris a sigrfificaut fiwti m of sabion wall construction. For estimating remsional outwash may be assumed to b planned for use as gabion basket filling, a cobbles. OurcTlorafloas indicated that t 3.6 STORM WATXRMarrAGnMNT Cox We wx1ecstud that storm water ria$' wi anfigpate infiltration design will be in aur he onW (Ecology, 2000). Refer to Figure iffilt Won pond areas (Proposed Eastcriy Symamds Coasalt hs Engineers have whin Primary ponds am the order of 1.2 cubic fa communication). at the toe is carefully placed and adequately amend an allowable coefficient of 0.5 between Icd as part of site grading &r this project it siructeues, and some moveme a (P -g. bulging, Yielding wail is de*4 we recommend theme s, which may be toad or finished to m�rowa th 4- to 8 -inch cobbles. The native recessional obbles, which could pataadaliy be utilized for I>sposes, ten portent (by volume) of the suitable for gab on filling. If on-site matm als arc Greening Operation will be necessary to sort the c perccftgc of cobbles lo=ws with depth. be handled utaj2ing infiltration ponds. We Aince wi$ the Storm Arkmw Jragement for the appmxbwft lncadiou of the primary id Westerly Sto= Water bfihr-M a Areas). ted design stoan morflows for each of the per smmd (Eriaa Vatzdtibarg, personal The project sito lies whhia the City of oa Aquii= Prate�on Zane 2 and the soils in the infiltration re:ceptar hZYC mdaumal �P ilhY- om�l-Oodtwash'SOBS ttadeMrlyiag the she correspond to SCS (So Eonsmvatioa'Servicc) Hydrologic Soff GmV A. Chweque�y, we recommend treatraent p ' to infiltration (z& bkw*vles, ponds, cft.) is CON to protect ureter quaLtty. . We evaluated *e receptor soils in the pm =cord&.= wi& draft Ecology &ujdcUx= infiltration test (FM at the Proposed easel analyses for receptor soils in both pond m dcU7cd desadpdon of the PIT. Our stU&CS indicate drat tha recessional iafiltra dan pond locations cd uWts high the tq►►d =hC conductivity of the recess; M5.201a.doc ed waste and easterly pond areas in gmarsl oology, 2000). We conducted a 24-hour pilot pond area, =dwe performed several grain size Rcfcr to Append A of this report for a rash maderlying the eastedy and westerly mabMty. Using the Ilan fm=ula, we estana#e oumLsh to range from Ie to 104 awfimet= 13 HWA Gso9CENcES MC. P. 16 1:lOPM HP 15ERJET 3204 1 1 August 16, 2003 HWA Project No. 99075-201 per second. The glacial tillldrif't underlying bte. Figure 7 shows a swxhual c the glacial drift/till layer. Amumiag the bot or higW, a minim eun of 15 fret of timsatirra beneeth both -of the infttration pond meas. In our opinion, rw location and normal opera not resalt is a eon of the stability of the will seep through doe W=Monal outwash unt glacial tuydri$, sad wM them sexp in the alien Mustrated !A Figure 7, the cis between Ih RCECC, elopes dawn toward the northwest down to the Ceder River, but detenninsdon a flow arc not within our work scope. It is our and Touted to the infiltration ponds will be di: it iter such tbat the prs- and post-dev sk sully differ_ For both the easterly and west dy pond areas, 15 inches ger h= for desidga This value incl for unregular subsinfw soil conditions, silted4 iaflltridion pend dgAhs lower *zLdstcvaeion g ground water iaaimrling analyses acid to revise It is our imdcrsanding that King Comity wM i eeach of the primary poral kxalions to confu m All WHttaiion erystems, however vmHl d s4 and bacteda, growth. Penodw nrM9ftaace may be neoeasary. 3.7 UNDERGROUND UTILt= 3.7.1 Te'mpeirml Unglawarted we gutjd� tbat the M and recessional ora excavating equipment such ea bacidxws and 1 contain oversm debris or boulders. The core address the potential pre =e, bsadlT g, and NWWMnce of safe working so &dam, irs the responsibEity of the comtmctnr. Any eai aped is accordance vvitb PartN of WAC ( shored. The loose to medi= d=w fin amd 1e =sional outwash is considered essentially orrr map 1W Mustzaws the aPPrcx:imate top of a of cash infiltmtioa goad at elevation 330 feet recessional outwash receptor sags will mast rn of tbo storm, water ixifiktrzfionpartdt will usting swath slope. bftatmg sta= water it encotmtcrs the relaiivciy imgieaameable ion of gravity along this contact. As )utwash and the till/dr fl bmeadx the is I&dy that gtolmd water innately seeps be actual we and direction afground.water (inion, howover, that the sty wstar collected ibuted throughout the ='renal oatwash as men# ground water flow regimes Will not we rw*mmead a ions term kffiatian rate of xbs a convWon factor of about 10 to wcount a and bi64mildap, and other factors. For L5 €eat, please contact EWA to perfoms ftffiftadm recon a=mdhW1y a post -construction inimtraion test est Won capacity before fmsi approvaL and constructed, wfil plug due to sr'hasaon 'or replacement of the kffibWM agstams E soils can be pccavated with tonal Ips. However, the on-ske soils may documents should contain provisions that asal of oversize materials cc obat:iictions. tcmpawy axmvst tart stsiirTitp, should be a in excess of.4 feet in depth slmuldbe: 9M AdmlWshradve Cade) 296-155, or be anal orolwash soils classify ees Tppe C WS-M&dac 114 HWA GBOSMMS M. P.19 1: IUPM ! RSERJET 3200 p.20 t � ! August 16, 2001 RWA< ProjectNo. 9%75-201 Soil. Temporary exoavWons in Type C Sorts Lieu of sloped exeavolcros, trench boxes nmy t construction equipment, construdionmater} , not be allowed within a distance, mewed frc depth of the excavation, unless the shaimg Us laterad pressum. With time and the presence of'seepage a ndlor unsupported cot slopes can be 3isrOcandy re be protected from erosion by installing a SU& the slope and by -covering the cot face W& we eocrtractor shduld nwdiar the stability of the t se Wale and slope =blu #ion acoordirtglp. Exposure ofpe rsonnelbe heath temporary cut Construction Awdd proceed as rapidly as ha are ogee. At the time of this report, the pr oMc/grade s fo the RCECC viere not finalized. Tire rowdy cower cxcav=cw are pmw to slou&og and accomplished using sloped epee m#=s andibi The explorations we completed along the sew emended to the final sewer design is mrL It is cmomsmd in to wwar excavations — if waU lmndled using cps and pumps. 3.73 Pipe Badding and Backfill We =&i} ate that the proposed RCECC rekKatiom of various utilitii. Gmeml a tmnch backfM axe XwevWd below. • Pipe balding maul, plat ent conr with the project apecificadoms and the pq a dnimuat, the pipe bedding should meet Material for Thermoplastic Pipe. Section Specf,�eaotions. Pipe bedding materials should be placed compacted fill soils. Iftbe nstive subgra material should be v=aved and replaced ray be inclined no steeper than 1 YtH:l V. lu used to support ahlity trenches. Heavy excavated soil, and vehicular traffic should a the edge of the c=avatioa, equal to the ms has be m "gaed for the additio" xdpiMd m. the stability of to pnwy :ed. MumbM all tempazary slopes abould water diversion ditch or beam at the top of anchored plastic sbcemsg. In addition, the rporary cut slopes and adjust the construction s should bekept pt to a minim - to limit the tone temporary excavations the proposed sewer line extending west from case, clean, =dy gravels aad4ascd in the cuing_ We mgicipate that a =window can be reach boxes mWaaated. vn& steel shoots. - ali=ment (TP -15 and TP -16) may not have eossible that ground water may be is encoamttaed, ►ve anticipate it can be may UMIUde fire installation an&cr ridadorts relativre to pipe bcd tg and utility ion, and shaping should be is accordance; aaanufichnies aeconrmeendatieans. Asa i graWou requit meats for Bedding 03.15 of the WSDOT Stwzdarrd' relatively umfisbubed'naiive sails, or soils are distetrbed, the dished itb compsdtad beddis nuledel. 9M5-201a.doc 115 KWA e3so5cMNCes INC. 1;10PM HF 13ERJET 300 Augast 16, 2001 HWA Project No. 99075-201 In areas where the tree& bottom eucou soils, it may be necessary to ovv pipe bodging material. inwet con&tka gradadon requirements for Crushed Sm WSDOT Stmrdard Spsuficaamu, may' portion of the trench. ■ Pipe ceding shotdd pmovida a flmn,;pini that a mitdmum 43neh Nakness of bed Larger ddeknessm uw be necoway tD natural soil9 dating pipe phmmwt. • Pipe bedding material xWer backO ar 'tamped to obtain complete aon>tactwith We recommend that trench baclM mess the S=&a 3.2.2. Dmmg placemeu t ofthe Witia bulldozed into the Umch or &upped directly should not be permitted to opmate di w-* on has been placed. 'Bench bwk&l should be p mecbsw cd equipment to at least 42 pe by testing in S=and a=wdacoe with ASTM aompacud to at least 95 percmd of its uM&M mmil beclkill, dolled ftsity, fill [CDF 2.09.3(1)E may be used. 3.8 CGN'i'l> MMG G> OTRCl3 UCAL The primmy propose ofthis study is to assist Tha reeammmdatians of this report should b .. 5 mfiwd. We should be rdsioed.to preview ai molts m1med to the Such a r and construction zeeommcndatiens presorted and mipkmante& HWA should also be allay bmcin sboWd the scope of the pmject change Obsmavadon orad testing by the geotecbmical constuction phases W verity $oat the reoomm into to constructed vont. Ofpa ticuler imp besting of the following project elemeots: . Heap Amadadon mon; + Loose fill idedification and is very soft or organic -rich subg- the unstutab% material and ll with 1l -inch -minas Vmul r Ml meeting the dag, as dwedibed in Section 9-039 of the. used to becicfill the ower-a=Wd ' . cradle far the pipe. We rncammend materish beneath the pipe be provided. amt toosmnt and softemmg ofdw d the pipe should be placed in iayan mad p pe pee ficadons far shmct=W fill, as daacnbed in lifts, the trach bacicM material should not be m the paw Furtl>ICr = bwyy eampmemt . r the pipe mntil s minimum oft fed ofbacM reed in 8 -!inch (maximr=) Eft end compacted =t of its madmum dry density, as detained 1557. The Upper 2 fact of should be m dry deatity As an altimatbm to compacted per WE"T Sumderd Specificatlom he owners and desip= design ofibis project. reviewed when design development is earthwork, fovmdadon sndpuvemant plans and view vnR aWw HWA to vmifpthat the design nthris report have been pmapall ftmftgmted ed to revise the recbsomeodatiams presented mt is, F - n mended during the ens presemed bemim aura iurcorporatcd are monitanng, observationmWor within swxw a arras; 99075-20laAac 1 16 RWA Ovral hoc. r.21 1:11PM I,RSERJET 3200 p.22 August 1 b, 2001 HWA Project No. 99075-20I a Evaluation of foundation subgrades; a- Paveme at subgrade preparation; and 0 Structural fill placement. By being present on-site during the be able to cam conditions indicated by th recommendations presented in this report; ba may, provide revised recommendations Construction_ 4.0 We have prepared this letter report for use b3 ft mrt far this project. This daft and report sb their bidding or cSffi=dn9 Purposes, ba the not be construed as a ww=ty of the mb=f subsurface sail and groundwater conditions c Inconsist=t conditions cam occur between ex geotechnical study. If, during faoze site ope vary appreciably fMM those descrMcd the recommendations of this r+epart, and renis The scope of work did not k dude envnu= presence or absence of bazardous substances site. This firm does not Ara dw or comet in the f contractor's operations, and we cannot be res3 Our own an the 'site; the safety of Athens is the should tmtify the owner if he considers any oj onpbase of the project, our representative will eViorations, vadfy tate applicability of the ed on the soil candhians enoouateTtd, and, if wkq ted to the conditions revealed during ewitt Architects, King Canty and the design Id be provided to prospective oontrectots for zclusions and mtosprctations pmmged *oWd conditions. Expeda=a bas shown that vary significantly over small distances_ fratlow and may not be detected by a. Ons, subsurfice conditions are emmmkroa rain, EWA should be notified for review of ; ofsueh if noom a y. . al its or avaluatians regarding the the soil, surface water, or groundwater at this ofsafety engk=dn& We do not direct the dole far the safety ofpersanael other than PonAbility atbe cawractor. The comtmc r r=mmendcd actow presanted hmin 9ors-301adoe 117 iiWA GMsCm4m M 1: 11PM K ;SERJET 32010 August 16, 2001 I3WA Project No. 99075.201 We appreciate the oppommity to Fovick p tel Please call either oftbe undersigned at (42)77 this regart. HWA GeoSmences lac. • Ralph N. Boiruax, P.E. Vice Pxedclaat F.OA•.l N8A- *O 475,2Dlu.docj 99475-Wl a.dac al engiaeming services for this project 06 ifyou have aay questions cnncemiag Fmk O. Aaders=, P.E. kcal Eugb= jS HWA CEOSaEKCItS iNG i JL. 11PM I,nSERJET 3200 l August 15, 2001 HWA Project No. 99075-201 Washington State Dant ofEcologyIOZY), 2004, Storm Water Management Mmvml, far Western WashirWm4 fmad du:d August, 2000, Publication No. 99-11. Fra &-J, A, Mueller, C., Bsrnbard, T., PCD., Leyendeckar, E., Diclr=4 N., Sausou, S., and Hopper, M.,1996, National Se =Hazwd Maps. Documentm'ion June 1996, USGS Ogen Me Report 96-532. in nal Code Council (ICC), 2000, N rnaffonal Bukdh* Code, 2000, pabiished ,March, 2000, wd Codi Cm= L Falls Cly VA Interaatdonal Conference of -Building t}ffi ' (ICBO)61997, Uniforms Building Code. MuIIin=w., DR 1465, Geologic Map oft Renton Quadrangle, King CamV, WhOdngthrn Published by the U.S. Oeologicd Survq r, Map GQ -405. Palmer, S.P., 5chasse, H.W., & Non=3% D 1994, LkWacdon Suscepdbility or the Des Momes and kentan 78 S minute ew, WashhV4n, Published by the Washington State Depa mneat of Natwd Reso6ci, Map GM -41. Washington State Deputa cnt of TramVo `oa (WSDOT)IAzncd n Public -Wodcs Associaddna (APWA) 2000, Stated ' ru for Roag Bridge,'and Mwddpal Co�rs�hec#aa 99073-2DIaACC 19 p.24 1 :I I PM '..RSERJET 3200 P.26 The exploration program, rcrmpl designated TP -I tbrough TP -17, The test pits and borings were k features (such as buildings and f Fxplaration Plan, Figure 2. A R prod on Fig= A-1. The e APPMM A—A WI M_AI 1j4 -,_ M • in tbree phasas� cmL<L ss:d of excavating 17 test pits, drilling 5 testb&gs, desigoabtdBH-I tbroughBH S,. L in the find by taping distances ftam exlstiag site s), ssudtor =v eyccL and plotted an the Site and l to the terms and symbols used on: to test pit Ings is ation logs are preset on Figures A-2 through A-23. Test pits TP -1 through TP -11 w excavated on December 17 and 20,1999 with a Cat B120B Wick -mounted =avatm providad and op=ted by Mark Harlow Construction, under subcoutract to HWA- Represew adve samples of &e excavated sops were examined, logged, and placed. in plastic bags for fim flier examination and lahoratory testing. Geiotcclmical borings BH -1 tbxc by Grcgmy Drilling of Redmoa track -meted drib rig. The brn flight, hollow stem aagears, to de senate. At 214- to 5 -foot l tery completed using ser 3-mch outsid trip ha:amer. During the tcst� a 3011 with the I;raaaMer free -falling of pita s im is recorded. The of blows required to drive the sa witbin a single 6-inch.firtm- si, t blows for the m=ber of Inebw i relative density ofg=ulat soils On. May 15, 200.1, test pits TP -1 condition in the bu0ding and w slap excavated by Mark Harlow E120B tick mounted excavator Each afore test pits and borings geotechnical engineer. Soil sam were placed in plastic bags and i canination and testing. Peen+ 5u$ aigim� cT,mcWristic.% stratigragluc shawa on gh BH -5 were coa;pIeted betwccu March 22 and 23, 2001, Washi Dpu, user mibcorrtract to HWA, using a CME 850 zgs were advanced using 4Y. -areae duanoter, contirowus the ranging fine about 45 to 51 &a below the gmimd s within cath boring, penetratiaa test sampling was diameter sphtspoon sampler and a 300 -Hund autonadc ample is obtained by driving the sampler 18 inches into the 30 inches. The amber. of blows requ=d for each 6 inches metradon rhe of #ire soil is cWm&tcd as the nnber rpler the final 12 itches_ - If a total of 54 blows is recorded test is terminated, and the blow cowl is recorded as 50 'penetration. Thisresistanm provides amcasurc ofthe nd rcia n— cy of cohesive sails. thzvugh TP -17 were czeamed to further explore subsoil M* iafiltrationpond area. TP -12 Aiongh TP -17 were aAstrnt flq mWa subcontract to HWA, using a Cat W completed under the fulltime absservation of an HWA :s were classified, in the field and representative portions oned to out Lynnwood, Washington Laboratory for further iu&tmadon ineludiag soil sample dcptbs, stratigraphy, ! ground water occurrence was recorded The =prlarstim logs rq=3ent the qpuKha&x buundaxies l : 12PM HF ISERJET 3200 - p• 27 REATIVE DENSITY OR CONSISTE 4CY VERSUS SPT N VALDE TEST SYMBOLS cots � aftrtlORCwVIpOwM caEfasveaoffa f1w11ws 97k0iJrOf� • Gw•Irt C4-aGni-d •aW Vie*~13RAVIL Ywglo� Lww i s : 10 0 - 1fi >6 as aloR r�P �� O Kwm 0 f0 Z 1 In 4 QSQ aa0 >faz wren, C7--- 10 7. 10 a6 - esmodumm f�wrrr� 4 in a am moa 5011 dry 10 r spa $i - is w"- a r YJ - 1m0 2p,IQ YrpD~ OW50 a . uc vwy sw 1a r 30 a,.'1p 1000 - Mac +1000 c mmq salt c ASs1FrAIM ¢SYSTM {� aftrtlORCwVIpOwM Ago f1w11ws 97k0iJrOf� • Gw•Irt C4-aGni-d •aW Vie*~13RAVIL _ ambw oaaaa.r {tari) yMti5lty r�P �� O Kwm Abu �inleNsa¢Il�IYN BfO�ldnrllpP�*1 :w fara�tsar.Frw�ipAri-Rq f�wrrr� ���1 131E =VaRAVB- P6dhtpommo0111f Ifrwrr.a IBt14¢07eritiUla�Ot4� W*ql "No w"- Il►�0�0.,a2rrftillR'JIlo�Oai Thamompomem mtrM� n-wm maims r�o.acallYr.i �Ah—Q-4000 GC CbwWGPAV& u ommandcmm"mol. o-IIs�Sir :• SW �i.,e tiy,,,yre >a.e.- �rlla. pr.«a.a-rI •:`: SP Porq.�s+wa zm mewhoa 9i%v Yer M ML fu -arra slit Imq Z*c ��mm lift� S� OW47SAM l hIL V.aaatir71S01t CL .. 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SH- 5 EMMC,FNCY FRDINATION CFWTER PAM i of I lMGE0SCffNMlNC CCPKLvwuAdtwNr.lMfj COMMERCIAL SERVICES Fidelity National 'Tale 600 University St,, Suite 2424 Insurance Company Seattle, WA 98101 Phone: 206-262-6291 R Email: marc.wise fnf.com Issued by Fidelity National Title of Washington, Inc., as agent for Fidelity National Title Insurance Company Fidelity National Title of Washington, Inc., as agent for Fidelity National Title Insurance Company, a California corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate 6 months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. IN WITNESS WHEREOF, Fidelity National Title Insurance Company, through its agent, Fidelity National Title of Washington, Inc., has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A_ Countersigned by: Ma iso, Commercial Title Officer /</"V,-, +'E /. erry Wise Chl i Cammerdel TRIe Officer Authorized Signature D- SEAT. Aftat Gr4ftpa. 27C101 f6/06) ALTA Commitment -- 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND Il n t Title Association. La Fidelity National Title of Washington, Inc. SCHEDULE A Name and Address of Title Insurance Company: Fidelity National Title of Washington, Inc. 600 University St., Suite 2424 Seattle, WA 98101 Y Title Officer: Marc Wise Escrow No.: 20371653-410-T20 1. Effective Date: September 8, 2015 at 8:00 A.M. 2. Policy or Policies to be issued: ALTA 2006 Standard Owner's Policy - General Schedule Rate Proposed Insured: TBD Amount: $ 0.00 Premium: $ 0100 Tax: $ 0.00 Total: $ 0.00 3. The estate or interest in the land described or referred to in this Commitment is: A FEE 4. Title to the estate or interest in the land is at the Effective Date vested in: King County, a Municipal Corporation 5. The land referred to in this Commitment is described as follows: See Exhibit A attached hereto and made a part hereof. 27C to lA (6106) . 1 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA r.rrrs members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAND 117 11 t Title Association. A55DCWIUA P, File No.: 20371653-410-1-20 EXHIBIT A LEGAL DESCRIPTION LOT 6 OF CITY OF RENTON SHORT PLAT NO. LUA-01-090, AS RECORDED UNDER RECORDING NO. 20020517900003, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. 27C101A (6106) 2 ALTA Commitment -2006 Copyright American Land Title Association, All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA � members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land v ;;T r Title Association. T1saa+*7a; File No.: 20371653-410-T'20 SCHEDULE B - SECTION I REQUIREMENTS 1. INSTRUMENTS NECESSARY TO CREATE THE ESTATE OR INTEREST MUST BE PROPERLY EXECUTED, DELIVERED AND DULY FILED FOR THE RECORD. 2. PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. SCHEDULE B OF THIS POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY. GENERAL EXCEPTIONS A. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION, OR CLAIMING POSSESSION, NOT SHOWN BY THE PUBLIC RECORDS. B. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE AND COMPLETE LAND SURVEY OF THE LAND. C. EASEMENTS, PRESCRIPTIVE RIGHTS, RIGHTS-OF-WAY, LIENS OR ENCUMBRANCES, OR CLAIMS THEREOF, NOT SHOWN BY THE PUBLIC RECORDS. D. ANY LIEN, OR RIGHT TO A LIEN, FOR CONTRIBUTIONS TO EMPLOYEE BENEFIT FUNDS, OR FOR THE STATE WORKERS' COMPENSATION, OR FOR SERVICES, LABOR, OR MATERIAL HERETOFORE OR HEREAFTER FURNISHED, ALL AS IMPOSED BY LAW, AND NOT SHOWN BY THE PUBLIC RECORDS. E. TAXES OR SPECIAL ASSESSMENTS WHICH ARE NOT YET PAYABLE OR WHICH ARE SHOWN AS EXISTING LIENS BY THE PUBLIC RECORDS. F. ANY LIEN FOR SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, TAP, CAPACITY, OR CONSTRUCTION OR SIMILAR CHARGES FOR SEWER, WATER, ELECTRICITY, NATURAL GAS OR OTHER UTILITIES, OR FOR GARBAGE COLLECTION AND DISPOSAL NOT SHOWN BY THE PUBLIC RECORDS. G. UNPATENTED MINING CLAIMS, AND ALL RIGHTS RELATING THERETO. H. RESERVATIONS AND EXCEPTIONS IN UNITED STATES PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF_ I. INDIAN TRIBAL CODES OR REGULATION, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENT OR EQUITABLE SERVITUDES_ .I. WATER RIGHTS, CLAIMS OR TITLE TO WATER. K. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS, OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGE THEREON COVERED BY THIS COMMITMENT. END OF SCHEDULE B - SECTION I 27CI01B1(6106) 3 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA AMERI[ AN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LANA TORE Title Association. ..00CiATIJ. File No.: 20371653-410-T20 SCHEDULE B - SECTION II EXCEPTIONS SCHEDULE B OF THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING MATTERS UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY: REAL ESTATE EXCISE TAX PURSUANT TO THE AUTHORITY OF RCW CHAPTER 82.45 AND SUBSEQUENT AMENDMENTS THERETO. AS OF THE DATE HEREIN, THE TAX RATE FOR SAID PROPERTY IS 1.78%. FOR ALL TRANSACTIONS RECORDED ON OR AFTER JULY 1, 2005: • A FEE OF $10.00 WILL BE CHARGED ON ALL EXEMPT TRANSACTIONS; + A FEE OF $5.00 WILL BE CHARGED ON ALL TAXABLE TRANSACTIONS IN ADDITION TO THE EXCISE TAX DUE; 2. NOXIOUS WEED AND CONSERVATION CHARGES: (I ST HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1) TAX ACCOUNT NO.: 162305 9138 YEAR AMOUNT BILLED AMOUNT PAID AMOUNT DUE 2015 $13.05 $13.05 $0.00 THE CURRENT LEVY CODE IS 2100. 3. THE LAND HEREIN DESCRIBED IS CARRIED ON THE TAX ROLLS AS EXEMPT, HOWEVER, IT WILL BECOME TAXABLE FROM THE DATE OF EXECUTION OF A CONVEYANCE TO A TAXABLE ENTITY AND SUBJECT TO THE LIEN OF REAL PROPERTY TAXES FOR THE BALANCE OF THE YEAR. TAX ACCOUNT NO. 162305 9138- 4, LIABILITY FOR SEWER TREATMENT CAPACITY CHARGES, IF ANY, AFFECTING CERTAIN AREAS OF KING, PIERCE AND SNOHOMISH COUNTIES. SAID CHARGES COULD APPLY TO PROPERTY CONNECTING TO THE METROPOLITAN SEWERAGE FACILITIES OR RECONNECTING OR CHANGING ITS USE AND/OR STRUCTURE AFTER FEBRUARY 1, 1990. PLEASE CONTACT THE KING COUNTY WASTEWATER TREATMENT DIVISION, CAPACITY CHARGE PROGRAM, FOR FURTHER INFORMATION AT 206-296-1450 OR FAX NO. 206-263-6823 OR EMAIL AT CAPCHARGEES CROW@KINGCOUNTY.GO V * A MAP SHOWING SEWER SERVICE AREA BOUNDARIES AND INCORPORATED AREAS CAN BE FOUND AT: HTTP://YOUR.KINGCOUNTY.GOV/FTP/GIS/WEB/VMC/UTILITIES/SERVAREA CITIES.PDF UNRECORDED SEWER CAPACITY CHARGES ARE NOT A LIEN ON TITLE TO THE LAND. NOTE: THIS EXCEPTION WILL NOT APPEAR IN THE POLICY TO BE ISSUED. 27C 10I BII (6106) 4 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land M -U ll� N Title Association, AJ30CIATION iR , CA File No.- 20371653-410-1-20 SCHEDULE B — Section II (Continued) 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: PIPE LINE RIGHT OF WAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 2486007 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE CITY OF SEATTLE PURPOSE: TRANSMISSION LINE RIGHT OF WAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO.; 3664560 7. RESERVATIONS CONTAINED IN DEED FROM THE STATE OF WASHINGTON RECORDED UNDER RECORDING NO. 4189946, RESERVING TO THE GRANTOR ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME, AND PROVIDING THAT SUCH RIGHTS SHALL NOT BE EXERCISED UNTIL PROVISION HAS BEEN MADE FOR FULL PAYMENT OF ALL DAMAGES SUSTAINED BY REASON OF SUCH ENTRY. RIGHT OF STATE OF WASHINGTON OR ITS SUCCESSORS, SUBJECT TO PAYMENT OF COMPENSATION THEREFOR, TO ACQUIRE RIGHTS-OF-WAY FOR PRIVATE RAILROADS, SKID ROADS, FLUMES, CANALS, WATER COURSES OR OTHER EASEMENTS FOR TRANSPORTING AND MOVING TIMBER, STONE, MINERALS AND OTHER PRODUCTS FROM THIS AND OTHER LAND, AS RESERVED IN DEED REFERRED TO ABOVE. 8_ EASEMENT DISCLOSED BY DEED AND THE TERMS AND CONDITIONS THEREOF: PURPOSE; PIPE LINE RIGHT OF WAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDING NO. 4189946 9. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: OLYMPIC PIPE LINE COMPANY PURPOSE: PIPE LINE RIGHT OF WAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JANUARY 04, 1965 RECORDING NO.: 5828437 10. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: OLYMPIC PIPE LINE COMPANY PURPOSE: PIPE LINE RIGHT OF WAY AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: MAY 27, 1974 RECORDING NO.: 7405270447 27C 101BII (6106) 5 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA � 4ME0.1CAN members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land LAAO TI ILL Title Associalion. FileNo.: 2037 3 65 3-4 1 0 T20 SCHEDULE B — Section II (Continued) 11. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: FEBRUARY 14, 1975 RECORDING NO.: 7502140608 REGARDING: LIQUID PETROLEUM PRODUCTS PIPE LINE PERMIT AGREEMENT 12. MATTERS DISCLOSED BY SURVEY: RECORDED: NOVEMBER 12, 1996 RECORDING NO.: 9611129006 13. ALL COVENANTS, CONDITIONS, RESTRICTIONS, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH 1N APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY THE SHORT PLAT RECORDED UNDER RECORDING NO. 20020517900003. THIS POLICY DOES NOT INSURE THAT THE LAND DESCRIBED IN SCHEDULE A IS BENEFITED BY EASEMENTS, COVENANTS OR OTHER APPURTENANCES SHOWN ON THE PLAT OR SURVEY TO BENEFIT OR BURDEN REAL PROPERTY OUTSIDE THE BOUNDARIES OF SAID LAND, 14, EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE CITY OF RENTON PURPOSE: UTILITIES AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JULY 30, 2003 RECORDING NO.: 20030730004553 15. UNRECORDED LEASEHOLDS, IF ANY; RIGHTS OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON THE LAND; AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. M. MATTERS RELATING TO THE QUESTIONS OF SURVEY, RIGHTS OF PARTIES IN POSSESSION, AND UNRECORDED LIEN RIGHTS FOR LABOR AND MATERIAL, IF ANY, THE DISPOSITION OF WHICH WILL BE FURNISHED BY SUPPLEMENTAL REPORT. END OF SCHEDULE B — SECTION II 27C101BII (6106) 6 ALTA Commitment— 2006 Copyright Amerfcan Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA a�w members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land ,", D T; Title Association. 4550C147 - a OL i Fite No_: 20371653-410-T20 NOTES NOTE 1: EVIDENCE AND AUTHORITY OF THE OFFICERS OF KING COUNTY, A MUNICIPAL CORPORATION, TO EXECUTE THE FORTHCOMING INSTRUMENT SHOULD BE SUBMITTED. NOTE 2: THE COMPANY HAS BEEN ASKED TO ISSUE AN OWNER'S POLICY WITHOUT DISCLOSURE OF THE LIABILITY AMOUNT. THIS COMMITMENT SHALL BE EFFECTIVE ONLY WHEN THE AMOUNT OF THE POLICY COMMITTED FOR HAS BEEN INSERTED IN SCHEDULE A HEREOF. THE FORTHCOMING POLICY MUST BE ISSUED IN AN AMOUNT AT LEAST EQUAL TO THE FULL VALUE OF THE ESTATE INSURED IN ACCORDANCE WITH OUR RATING SCHEDULE ON FILE IN THE OFFICE OF THE WASHINGTON STATE INSURANCE COMMISSIONER. THE COMPANY MAY HAVE FURTHER REQUIREMENTS IF THE UNDISCLOSED AMOUNT TO BE INSURED EXCEEDS THE CURRENT ASSESSED VALUATION. NOTE 3: TITLE WILL BE VESTED IN PARTIES YET TO BE DISCLOSED. WHEN TITLE IS VESTED, THEIR TITLE WILL BE SUBJECT TO MATTERS OF RECORD, IF ANY, AGAINST THEIR NAMES. NOTE 4: BASED ON INFORMATION PROVIDED TO THE COMPANY, ON THE DATE OF THIS COMMITMENT IT APPEARS THAT THERE IS LOCATED ON THE LAND: COMMERCIAIANDUSTRIAL STRUCTURE(S) KNOWN AS: 3511 NE 2ND RENTON, WA 98056 NOTE 5: IF YOU WOULD LIKE THE COMPANY TO ACT AS TRUSTEE IN THE PROPOSED DEED OF TRUST, PLEASE NOTE THAT " FIDELITY NATIONAL TITLE OF WASHINGTON, INC." MAY ACT AS TRUSTEE OF A DEED OF TRUST UNDER RCW 61.24.0100 ). NOTE 6: THE COMPANY REQUIRES THE PROPOSED INSURED TO VERIFY THAT THE LAND COVERED BY THIS COMMITMENT IS THE LAND INTENDED TO BE CONVEYED IN THIS TRANSACTION. THE DESCRIPTION OF THE LAND MAY BE INCORRECT, IF THE APPLICATION FOR TITLE INSURANCE CONTAINED INCOMPLETE OR INACCURATE INFORMATION. NOTIFY THE COMPANY WELL BEFORE CLOSING IF CHANGES ARE NECESSARY, CLOSING INSTRUCTIONS MUST INDICATE THAT THE LEGAL DESCRIPTION HAS BEEN REVIEWED AND APPROVED BY ALL PARTIES. NOTE 7: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED, PER AMENDED RCW 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOT 6 CITY OF RENTON SHORT PLAT #LUA-01-090 REC NO. 20020517900003 NOTE 8: IN THE EVENT THAT THE COMMITMENT JACKET IS NOT ATTACHED HERETO, ALL OF THE TERMS, CONDITIONS AND PROVISIONS CONTAINED IN SAID JACKET ARE INCORPORATED HEREIN. THE COMMITMENT JACKET IS AVAILABLE FOR INSPECTION AT ANY COMPANY OFFICE. 27C 10I Notes (6106) 7 _ _ ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA rar�ra members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land AND'III E Title Association. ".'°"""°" File No.; 20371653.410-T20 NOTES (Continued) NOTE 9: THE POLICY(S) OF INSURANCE MAY CONTAIN A CLAUSE PERMITTING ARBITRATION OF CLAIMS AT THE REQUEST OF EITHER THE INSURED OR THE COMPANY. UPON REQUEST, THE COMPANY WILL PROVIDE A COPY OF THIS CLAUSE AND THE ACCOMPANYING ARBITRATION RULES PRIOR TO THE CLOSING OF THE TRANSACTION. NOTE 10: PRIOR TO CLOSING PLEASE CONTACT YOUR TITLE OFFICER FOR CURRENT COURIER AND/OR ACCOMMODATION FEES WHICH MAY BE CHARGED FOR RECORDING RUNS. END OF NOTES 27C 101 Notes (6106) 8 ALTA Commitment — 2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA � members in good standing as of the date of use. All other uses are prohibited. Reprinted under lirense from the American Land ANU ill t Title Association. CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof; or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at <http://www.alta.org/>. 27C101 (6106) 9 ALTA Commitment -2006 Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA �1rlr�ra members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land �,;", H! Title Association. A390C1. o^ FIDELITY NATIONAL FINANCIAL PRIVACY NOTICE Fidelity National Financial, Inc. and its majority-owned subsidiary companies providing real estate- and loan -related services (collectively, "FNF", "our" or "we") respect and are committed to protecting your privacy. This Privacy Notice lets you know how and for what purposes your Personal Information (as defined herein) is being collected, processed and used by FNF. We pledge that we will take reasonable steps to ensure that your Personal Information will only be used in ways that are In compliance with this Privacy Notice. The provision of this Privacy Notice to you does not create any express or implied relationship, or create any express or implied duty or other obligation, between Fidelity National Financial, Inc. and you. See also No Representations or Warranties below. This Privacy Notice Is only In effect for any generic information and Personal Information collected and/or owned by FNF, including collection through any FNF website and any online features, services and/or programs offered by FNF (collectively, the "Website"). This Privacy Notice is not applicable to any other web pages, mobile applications, social media sites, email lists, generic information or Personal Information collected and/or owned by any entity other than FNF. HQMf ItIformalign is Collected The types of personal information FNF collects may include, among other things (collectively, "Personal Information"): (1) contact information (e.g., name, address, phone number, email address); (2) demographic information (e.g., date of birth, gender marital status); (3) Internet protocol (or IP) address or device ID/UDID; (4) social security number (SSN), student ID (SIN), driver's license, passport, and other government ID numbers; (5) financial account information; and (6) information related to offenses or criminal convictions. 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Use of Personal Information Information collected by FNF is used for three main purposes: To provide products and services to you or one or more third party service providers (collectively, "Third Parties") who are obtaining services on your behalf or in connection with a transaction involving you. To Improve our products and services that we perform for you or for Third Parties. To communicate with you and to inform you about FNF's, FNF's affiliates and third parties' products and services. When Infgt1nallon Irt Dilclosed By FINIF We may provide your Personal Information (excluding information we receive from consumer or other credit reporting agencies) to various individuals and companies, as permitted by law, without obtaining your prior authorization. Such laws do not allow consumers to restrict these disclosures_ Disclosures may include, without limitation, the following: • To agents, brokers, representatives, or others to provide you with services you have requested, and to enable us to detect or prevent criminal activity, fraud, material misrepresentation, or nondisclosure in connection with an insurance transaction; • To third -party contractors or service providers who provide services or perform marketing services or other functions on our behalf; • To law enforcement or other governmental authority in connection with an investigation, or civil or criminal subpoenas or court orders; and/or • To lenders, lien holders, judgment creditors, or other parties claiming an encumbrance or an interest in title whose claim or interest must be determined, settled, paid or released prior to a title or escrow closing. In addition to the other times when we might disclose information about you, we might also disclose information when required by law or in the good -faith belief that such disclosure is necessary to: (1) comply with a legal process or applicable laws; (2) enforce this Privacy Notice; (3) respond to claims that any materials, documents, images, graphics, logos, designs, audio, video and any other information provided by you violates the rights of third parties; or (4) protect the rights, property or personal safety of FNF, Its users or the public. We maintain reasonable safeguards to keep the Personal Information that is disclosed to us secure. We provide Personal Information and non -Personal Information to our subsidiaries, affiliated companies, and other businesses or persons for the purposes of processing such information on our behalf and promoting the services of our trusted business partners, some or all of which may store your information on servers outside of the United States. We require that these parties agree to process such information in compliance with our Privacy Notice or in a similar, Industry -standard manner, and we use reasonable efforts to limit their use of such Information and to use other appropriate confidentiality and security measures. The use of your information by one of our trusted business partners may be subject to that party's own Privacy Notice. We do not, however, disclose information we collect from consumer or credit reporting agencies with our affiliates or others without your consent, in conformity with applicable law, unless such disclosure is otherwise permitted by law. 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You affirm that you are either more than 18 years of age, or an emancipated minor, or possess legal parental or guardian consent, and are fully able and competent to enter into the terms, conditions, obligations, affirmations, representations, and warranties set forth in this Privacy Notice, and to abide by and comply with this Privacy Notice. In any case, you affirm that you are over the age of 13, as THE WEBSITE IS NOT INTENDED FOR CHILDREN UNDER 13 THAT ARE UNACCOMPANIED BY HIS OR HER PARENT OR LEGAL GUARDIAN. Parents should be aware that FNF's Privacy Notice will govern our use of Personal Information, but also that information that is voluntarily given by children - or others - in email exchanges, bulletin boards or the like may be used by other parties to generate unsolicited communications. FNF encourages all parents to instruct their children in the safe and responsible use of their Personal Information while using the Internet. Privacy Outside the Website The Website may contain various links to other websites, including links to various third party service providers. FNF is not and cannot be responsible for the privacy practices or the content of any of those other websites. Other than under agreements with certain reputable organizations and companies, and except for third party service providers whose services either we use or you voluntarily elect to utilize, we do not share any of the Personal Information that you provide to us with any of the websites to which the Website links, although we may share aggregate, non -Personal Information with those other third parties. Please check with those websites in order to determine their privacy policies and your rights under them. European Union Users If you are a citizen of the European Union, please note that we may transfer your Personal Information outside the European Union for use for any of the purposes described in this Privacy Notice. By providing FNF with your Personal Information, you consent to both our collection and such transfer of your Personal Information in accordance with this Privacy Notice. Choices With Your Personal Information Whether you submit Personal Information to FNF is entirely up to you. You may decide not to submit Personal Information, in which case FNF may not be able to provide certain services or products to you. You may choose to prevent FNF from disclosing or using your Personal Information under certain circumstances ("opt out'). You may opt out of any disclosure or use of your Personal Information for purposes that are incompatible with the purpose(s) for which it was originally collected or for which you subsequently gave authorization by notifying us by one of the methods at the end of this Privacy Notice. Furthermore, even where your Personal Information is to be disclosed and used in accordance with the stated purposes In this Privacy Notice, you may elect to opt out of such disclosure to and use by a third party that is not acting as an agent of FNF. As described above, there are some uses from which you cannot opt -out. Please note that opting out of the disclosure and use of your Personal Information as a prospective employee may prevent you from being hired as an employee by FNF to the extent that provision of your Personal Information is required to apply for an open position. If FNF collects Personal Information from you, such information will not be disclosed or used by FNF for purposes that are incompatible with the purpose(s) for which it was originally collected or for which you subsequently gave authorization unless you affirmatively consent to such disclosure and use. You may opt out of online behavioral advertising by following the instructions set forth above under the above section "Additional Ways That Information Is Collected Through the Website," subsection "Third Party Opt Out." Access and Correction To access your Personal Information in the possession of FNF and correct inaccuracies of that Information in our records, please contact us in the manner specified at the end of this Privacy Notice. We ask individuals to identify themselves and the information requested to be accessed and amended before processing such requests, and we may decline to process requests in limited circumstances as permitted by applicable privacy legislation. Your California Privay Rights Under California's "Shine the Light" law, California residents who provide certain personally identifiable information in connection with obtaining products or services for personal, family or household use are entitled to request and obtain from us once a calendar year Information about the customer information we shared, if any, with other businesses for their own direct marketing uses. If applicable, this Information would include the categories of customer Information and the names and addresses of those businesses with which we shared customer information for the immediately prior calendar year (e.g., requests made In 2015 will receive Information regarding 2014 sharing activities). To obtain this information on behalf of FNF, please send an email message to privacy5fnf.com with "Request for California Privacy Information" in the subject line and in the body of your message. We will provide the requested information to you at your email address In response. Please be aware that not all information sharing is covered by the "Shine the Light" requirements and only information on covered sharing will be included in our response. Additionally, because we may collect your Personai Information from time to time, California's Online Privacy Protection Act requires us to disclose how we respond to "do not track" requests and other similar mechanisms. Currently, our policy Is that we do not recognize "do not track" requests from Internet browsers and similar devices. FNF Compliance with California Online Privacy Protection Act For some websites which FNF or one of its companies owns, such as the Customer CareNet ("CCN"), FNF Is acting as a third party service provider to a mortgage loan servicer. In those instances, we may collect certain information on behalf of that mortgage loan servicer for fulfilling a service to that mortgage loan servicer. For example, you may access CCN to complete a transaction with your mortgage loan servicer. During this transaction, the information which we may collect on behalf of the mortgage loan servlcer is as follows: • First and Last Name • Property Address • User Name • Password • Loan Number • Social Security Number - masked upon entry • Email Address • Three Security Questions and Answers • IP Address believe that your payment or user information is incorrect, you must contact your mortgage loan servicer. CCN does not share consumer information with third parties, other than those with which the mortgage loan servicer has contracted to interface with the CCN application. All sections of the FNF Privacy Notice apply to your interaction with CCN, except for the sections titled Choices with Your Personal Information and Access and Correction. If you have questions regarding the choices you have with regard to your personal Information or how to access or correct your personal information, you should contact your mortgage loan servicer. No Representations or Warranties By providing this Privacy Notice, Fidelity National Financial, Inc. does not make any representations or warranties whatsoever concerning any products or services provided to you by its majority-owned subsidiaries. In addition, you also expressly agree that your use of the Website is at your own risk. Any services provided to you by Fidelity National Financial, Inc. and/or the Website are provided "as is" and "as available" for your use, without representations or warranties of any kind, either express or implied, unless such warranties are legally incapable of exclusion. Fidelity National Financial, Inc. makes no representations or warranties that any services provided to you by it or the Website, or any services offered in connection with the Website are or will remain uninterrupted or error -free, that defects will be corrected, or that the web pages on or accessed through the Website, or the servers used in connection with the Website, are or will remain free from any viruses, worms, time bombs, drop dead devices, Trojan horses or other harmful components. Any liability of Fidelity National Financial, Inc. and your exclusive remedy with respect to the use of any product or service provided by Fidelity National Financial, Inc. Including on or accessed through the Website, will be the re -performance of such service found to be Inadequate. YoUr §onsent To This Privacy Notfcg By submitting Personal Information to FNF, you consent to the collection and use of information by us as specified above or as we otherwise see fit, in compliance with this Privacy Notice, unless you inform us otherwise by means of the procedure Identified below. If we decide to change this Privacy Notice, we will make an effort to post those changes on the Website. Each time we collect information from you following any amendment of this Privacy Notice will signify your assent to and acceptance of its revised terms for all previously collected information and Information collected from you in the future_ We may use comments, information or feedback that you may submit in any manner that we may choose without notice or compensation to you. If you have additional questions or comments, please let us know by sending your comments or requests to: Fidelity National Financial, Inc. 601 Riverside Avenue Jacksonville, Florida 32204 Attn: Chief Privacy Officer (688)934-3354 privacy@fnf.com The information you submit is then transferred to your mortgage Copyright 0 2015. Fidelity National Financial, Inc. All Rights loan servicer by way of CCN. Reserved. The mortgage loan servicer is responsible for taking EFFECTIVE AS OF: MAY 1, 2015 action or making changes to any consumer Information submitted through this website. For example, if you Privacy Notice Effective: May 1, 2015 40 40 !. mg • .. ' ! V4 ►• :44PO 0 v � F- r+ i M ~ • • +i 'o • 40#40 40400 go ! �� 40 ' a p Page 1 of 1 This map has been copied from the public records and is provided solely for N the purpose of assisting in locating the premises. No liabilities are assumed for inaccuracses contained herein or for variations, if any, in dimensions, area or location of the premises or the location of improvements ascertained by actual survey. Return Address: City clews Office City of Ra on loss South Grady way Renton WA 98055 111111111 004553 24 00 Title. UTILITIES EASEN ENF _JPreperty Tu Parcel Number: I&T a �7 Project Irtic # Sbtd hatr ecbon or hojectName Reference Number(s) of Documents assigned or released. Additional refemce numbers are on page Grantor(s): Grantee(s): 1. V" U 1. City of Renton, a Municipal Corporabon 2. ne GratOr, as named above, for or and m conadentm of mutwd benefits, hereby grants, ba V=k sells and dehvera #a the above named GrasIM the following dombed prapedr Additional Inst is on page of document. (rWreviated legal don4d t MUST go trek,) LEGAL DESCRIPTION SEE ATTACHED EXHIBIT "A" partl&K Cit) rj EXCISE TAX NOT REQUIRED g Ca ftOOfds DMSW �Y DWtY H WORMSMCRECORWASEMEW D= Page 1 FORM 01 OOOMA CA2.2t-97 That said Grantor(s), for and in consideration of mutual bene6ts, do by these presents, grant. bargain, sell, convey, and warrants unto the said Grantee, its successors and assigns, an easement for public utilities (including water, wastewater, and surface water) with necessary appurtenances" over, under, tbrougb, across and upon the following described property (the riglit-of-way) in King CauMy, Washington. more p9iticularly described on page 1, (or if frill legal is not on page 1— Exhibit A ) For the purpose of constructing, reconstructing, installing, repairing, replacing, enlarging, operating and maintaining uUhhes and ubhty pipelines, including, but not limited to, water, sewer and stomt drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial constriction of its facilities, Gdantee may from time to time construct such additional facilities as it may retpu This easement is granted subject to the following terms and conditions. I The Grantee shall, upon completion of any work within the properly covered by the easement, restore the surface of the eminent, and Any private improvements dishubed or destroyed daring execution of the work, as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee 2 Grantor shall retain the right to use the surface of Me easement as long as arch use does not interfere with the easement rights granted to the Grantee Grantor shall not, however, have the right to 3. Fiat or maintain any buildings or structures within the easement; or b Plant trees, shrubs or vegetation having deep root patterns which may cause damase to or interfere with the uttht ,es to be placed within the easement by the Grantee; or c Develop, landscape, or beautify the easement area in any way which would unreasonably ftmease the coats to the Grantee of restoring the easement area and any private improvements thea= d Dig, tunnel or perform other forms of construction activities on the property which would disturb the compatton or unearth Grantees facilities on the nght-of-way, or endanger the lateral support facdittes e Blast within fifteen (15) feet of the right-of-way Thts easement shall run vnth the land described herein, and shall be binding upon the parties, their heirs, successors in interest and assigns Grantors covenant that they are the lawful owners of'the above properties and that they have a good and lawful ngbt to execute this agreement By flus conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee agaum all and every person or persons, whomsoever, lawfully claiming or to claim the same This conveyance shall bind the heirs, executors, administrators and assigns forever IN WITNESS WHEREOF, said Grantor has ellsed this instrument to be executed this f/day of .e , -,- W f rr Acting Chief of Asse gn,t. and Dev. Section INDI"DUAL 17)"OFriONOMEDGAMAT Notary Seal must be within box A5 I�0 FOAM: Deputy* Prosecuting Atb)rrney DATED: STATE OF WASH NOTON ),SS COUNTY OF KING ) ,(j // �,q ,[ I certify that I know or have satisfactory evidence that l fY*f'V1' 1hC'r" . I, aped this mstrument and acknowledged it to be&heddtw free and voluatuy act for the uses and purposes niientioned in the instrument V/3 Z 2 q If, xthjl v� Notary Public in and r the Notary (Prim}� My appotntrrtettt Dated V WORMSWCREWRDWASLMENT WO Pap 7 RC WUALFORMOFAMNOWL Notary Seel mast be within box STAVE OF WASE24GTON ) SS COUNTY 4F KIR0 ) I cer* that I know or have xd shctory evtde ne that aped Out itnsttumed and acknowledged it to be hta/her/thetr free and voluntary act for the uses and purposes mentioned m the insbu neat Notary Public in and for the State of Washington Notary (Print) My appointrawa expires: Dated: REP)WDYTATIVE FORM OFACE Notary Seal musk be wathin box STATE OF WASHMTON ) SS COUNTY OF KING ) I oat&y that I know or have satisfactory evidence that signed this nu&ument, on oath stated that hrlsheltbq was/were authorized to a wcute the instrument and ads mwkedged it as the and of to be the fret and voluntary act of such porWparties for the uses and purposes menhwed to the mshnrment Notary Public in and for the State of Washington Notary (Print) My apiwmtment expires: _ Dated' — CORPORA TE FORM OFACXWW.L Notary Seal mud be withm box STATE OF WASiiII+TC3TON ) SS COUNTY OF KONG ) On this day of _. , 19 before me personally appeared to me known to be of the carporation that executed the within instrunient, and admowledge the sand mstruni t to be the free and voluntary act and deed of said corporation, for the uaea and purposes thermn mentioned, and each on oath slated that helAm was authorized to execute acid tnstrurnent and that the seal affixed to the corporate seal of said corporation Notary Public in and for the State of Washington Notary (Print) My appointtnent expires: Dated H 1FORM90CR.ECORDTLASEMEW Ma Page 3 FORM D3 0000/bWCA2-21-97 Y EXHIBIT A LEGAL DESCRIPTION FOR WATER LINE EASEMENT THAT PORTION OF LOT 6, CITY OF RENTON SHORT PLAT NO LUA-01-090, AS RECORDED IN BOOK 152 OF SURVEYS, PAGE(S) 124 THROUGH 124D, UNDER RECORDING NO 20020517900003, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS• A STRIP OF LAND 15 00 FEET IN WIDTH, BEING 7.50 FEET ON BOTH SIDES OF THE FOLLOWING DESCRIBED CENTERLINE BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 6, THENCE NORTH 89°0I' 14" WEST ALONG THE NORTH LINE THEREOF 212 19 FEET TO THE TRUE POINT OF BEGINNING OF THIS CENTERLINE DESCRIPTION, THENCE SOUTH 06°36'23" .EAST 145.23 FEET, THENCE NORTH 88°52'07" WEST 112.49 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT -A-; THENCE CONTINUING NORT14 88052'07" WEST 41 38 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "B', THENCE CONTINUING NORTH 88052'OT' WEST 15 00 FEET TO A POINT HEREINAFTER REFERRED TO A POINT `iC", THENCE CONTINUING NORTH 88°52'07" WEST 222 58 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "D", THENCE CONTINUING NORTH 88°52'07" WEST 49 00 FEET; THENCE NORTH 01107'53" FAST 142 79 FEET TO THE NORTH LINE OF SAID LOT 6 AND THE TERMINUS OF THIS CENTERLINE DESCRIPTION, TOGETHER WITH A STRIP OF LAND 15.00 FEET IN WITH, BEING 7.50 FEET ON BOTH SIDES OF TETE FOLLOWING DESCRIBED 2 CENTERLINES; CENTERLINE #1 BEGINNING AT SAID POINT "B", 'THENCE SOUTH 01 °07'53" WEST 280.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "E", THENCE CONTINUING SOUTH 01 °07'53" WEST 15 OO FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION CENTXP.LINE #2 BEGINNING AT SAID POINT "C", THENCE SOUTH 0107'53" WEST 42 00 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION TOGETHER WITH A STRIP OF LAND 10.00 FEET IN WIDTH, BEING 5.00 FEET ON BOTH SIDES OF THE FOLLOWING DESCRIBED 3 CENTERLINES: CENTERLINE #3 BEGINNING AT SAID POINT "A", THENCE SOUTH 01°07'53" WEST 27 00 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION CENTERLINE #4 BEGINNING AT SAID POINT "D"; THENCE SOUTH 01 007'53" WEST 27 00 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION CE�MRLINE #5 BEGINNING AT SAID POINT "E", THENCE NORTH 88052'07" WEST 15 00 FEET TO THE TERMINUS OF THIS CENTERLINE DESCRIPTION SITUATE IN THE SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON Ed F- 0 Pro I W --N Q � I I m mZ J p L O i za I I to Pro I W OD OC)oOpo �U) cn C4r)0Cq0R N N b N p�.r�N�hNN�tnNd rr 3: 3 }r Eil LJ LJ W �r W W ! 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IIk;n W a 3$ AtVIM s .sc 3V AV MOM � __� _ — — � � 3N1 �0 3NS7=Is31 � *7 —� —y r u n _ 4 wN a �3 Q`n ¢ 6 • N om .- � r _ Q �N i }t;Q y? < t4 tn 'm LL I - Z 6j wy f.FEW- te Ha= LL Y z L7 lo 43 cr s � W IL FL Ul � n.c3,9o.395 .cry 0 3 CL o C3 ��,s w M$L.L5U05 MSL,LS :' :y,4� W Z LLJ On c .BB-ILii - + 3 .f4),ION -::'J8 $,•pfly.105 '� e � - 0 .[8'i Zfl :•'::. � .L8'CL[4� 3S9.Op,[ON M pyo li �'`� lb I )R y W E E- Eli n� it 35'3M' N1Ki3 •-i • ' f"; e� l6 0 LO'ir[I .p6'L lfl�•. _rr � Im 030 � m• �...... �i W � G°I S L M C.r 4 .. W _ 00o &p OD 'LLL , .. Z l [ 2 a "cl ■■ Yj�l M�JE yy Q3EL t s MFi.1'D.lpS aWl w %Y9 131 !dA 9MM UWM MIF re V0:11 70 Mlk .•,�s0.aV - S F _ R 41 c LL.J. 7 .d .•,�s0.aV - S F LIQUID PETROLEUM PRODUCTS PIPE LINE PERMIT AGREEMENT Re: City of Seattle's Electrical TransmieSion Line Corridor known as Renton Relocation Rigbt-of-Nay and Olympic Pipe Line Company's use thereof. THIS AGREEMENT, is made and entered into this 13th day of February , 197$ by and between THE CITY OF SEATTLE, a municipal 00 corporation of the State of Washington, its successors and assigns, herein - CD CD after called the "CITY" and OLYMPIC PIPE LINE COMPANY, a Delaware corporation, its successors and assigns, hereinafter called "OLYMPIC". I lk RECITALS 1` WHEREAS, the CITY has heretofore acquired certain perpetual ease- ments and rights of way for the following purposes namely: "the perpetual right to enter and to erect, maintain, repair, rebuild, operate, and patrol one or more electric power transmission linea, and one or more telephone and/or telegraph lines, including the right to erect such poles and other transaiesion line structures, wires, cables, and the appurtenances necessary thereto; the further right to clear said right-of-way and keep the same clear of brash, timber, inflammable structures, and fire hazards; and the right to remove danger trees, if any, located beyond the limits of said right-of-way," upon, under, and across those certain lands and property located in King County, Washington, known as the Renton Relocation Right of Way, as described in Exhibit A hereto, and its predecessor in title to such easements and rights of way hae paid full compensation for all damages incidental to the exercise f. of any of the rights above described; WHEREAS, subsequent to the acquisition of the CITY'S easements and rights of way for said Renton Relocation Right of Way by the CITY and its predecessors in title, OLYMPIC has acquired or proposes to acquire easements in certain portions of the property burdened by the aforesaid Renton Relocated Right of Way from the owners thereof to construct, maintain, operate, repair, replace, change the Size of, and remove in whole or id part, one or more pipelines for the transportation of oil and gas, and the products thereof, water, or any other fluid or substance, with the necessary fittings, fixtures, valves, appurtenances, and Cathodic protection devices, and the right to maintain the rights of way clear of trees, underbrush, buildings, and other -1- In 4 ur Ci obstructions together With the right of ingress and egress to and from said pipeline; WHEREAS, the CITY'S Board of public Works previously consented in writing on January 15, 1964, to the construction of a 16" O.D. underground pipeline by OLYMPIC for the transmission of liquid petroleum products within the portion of the Renton Relocation Right -of -Way described in Exhibit 8 hereto. WHEREAS, OLYMPIC nov desires to construct an additional 20" O.A. pipeline, parallel to and adjoining the ext ting 16" O.D. pipeline within the Renton Relocation Hight -of -Way and within a corridor not exceeding five (5) feet in width on each side and adjoining the centerline described in Exhibit C attached hereto, NOW. THEREFORE, the CITY and OLYMPIC, for and fn consideration of the covenants, conditions, agreements, restrictions, reservations and provisions herein contained, hereby AGREE AS FOLLOWS: 1. Wherever used in this agreement: a (a) the word OLYMPIC shall be construed to mean Olympic Pipe Line Company; (b) the word CITY shall be construed to mean The City of Seattle; (c) the words "City's richt of �" shah be construed to mean and include the CITY'S Renton Relocation Right of Way described in Exhibit A hereto (which is hereby incorporated herein by this reference); (d) the words "pipeline systems" sball be construed to include OLYMPIC'S pipeline systems and any and all portions thereof including Without limitation liquid patrols= products, cathodtc protection devices, and all of OLYWIC'S fac111ties and appurterires thereto, presently or hereafter located. situated or transported upon, under, over, acrosa, or adjacent to the City's right of way; and (e) the rrords "transmission Aystan' shall be construed to include all portions of the CITY'S eleceric transmission systems, including without limitation electricity, conductors. wires; poles, towers, guys, anchors, patrol roads and all other facilities of the CITY appurtenaAt -2- t thereto, presently or hereafter located, situated or transported upon, under, over, across or adjacent to the City's right of way. 2. Th„ CITY and OLYMPIC hereby agree that the previous consent agreement pertaining to the existing lb" O.D. pipeline issued by the Board of Public Works of the CITY, dated January 15, 1964, is hereby superseded, Qand that the provisions of this agreement apply to OLYMPIC's pipeline ustems, CD jointly and severally, as if the 1964 consent agreement had never been N executed. 0 Ln 3. The CITY hereby grants to OLYMPIC permission to (a) construct, operate, maintain and finally remove the exis- ting 16" O.D. pipeline system for the transportation of liquid petroleum products with necessary appurtenances and cathodic protection devices in the portion of the City's light of way described in Exhibit 8 hereto (which is hereby incorporated herein by this reference); (b) construct, operate, maintain and finally remove one 20" D.D. pipeline system for the transportation of liquid petroleum products L with necessary appurtenances and cathodic protection devices in the portion of the City's right of way described in Exhibit C hereto (which is hereby incorporated herein by this reference); (c) use of the CITY'S patrol road situated in the Cia'6 ristht of way and use of corridors of reasonable width centered on each of the above pipeline systems, for pipeline systems construction, maintenance r i and removal purposes; Said areas described in (b) and (c) above hereinafter being called the "permit area"; ALL SUBJECT TO the terms, conditions, restrictions, specifications and resquirement$ of this permit agreement. Provided however, the CITY makes no warranties .or representations concerning the owners, ownerships, and/or property rights encumbered by the City's right of way. 4. The permission herein granted shall be perpetual; provided if all or any portion of the pipeline Usteas hereiu permitted shall be aban- doped by OLYMPIC, the permission shall thereupon terminate as to all such abandoned portions. In the event this permission is terminated by way of -3- (d) compliance by all persons acting for or on behalf of OLYMPIC with all safety repuiremeets now or hereafter pertaining to -4- f \\21 abandonment by Olympic qr pursuant to Section hereof, then within ninety (90) days after the termination, OLYMC shall remove the pipeline systems or take such other reasonable m893ura ac deemed necessary by the CITY'S Superintendent of Lighting, and shall replace all portions of the City's right of way that may have been disturbed for OLYM'IC'S pipeline systema 00 (or any portion thereof) in as good condition in all respects as the CD abutting portions thereof, all to the satisfaction of the CITY'S Suparin- Nr tendent of Lighting. Q� S. Within thirty days after an ordinance authorizing this permit r agreement becomes effective, OLYMPIC shall pay a permit fee to the CITY (Lighting Department) the mum of Seventeen Thousand Seven Hundred Ninety and Ho/100 Dollars ($17,790.00). 6. The CITY reserves the right to permit the use by others of the City,q sht of 3%, in a manner mat inconsistent with the permission herein granted to OLYM'IC. 7. OLYMPIC shall at its sole expense and risk be solely respon- sible and liable for: (a) locating, installing, maintaining, operating, using, w protecting, and removing its pipeline systems (including any cathodic - ^ devices thereon) safely without damage or interference with the CITY's transmission Int and without damage or interference with the use and # opetation of said transmission System; (b) all work, activity and operation by, for or on behalf of OLYMPIC in, on, about, or concerning or affecting the City's right of or the CITY'S transmission system and its operation; (c) cleaning up, euring, neutralizing and removing any actually or potentially flammable, dangerous, toxic, contaminating, hazardous, pollutant condition, vapor, fluid or substance which may escape from OLYMPIC'S pipeline System. or which rosy occur upon or adjacent to the City's jj&ht ofsat proximately caused by the Sole negligence of the CITY. (d) compliance by all persons acting for or on behalf of OLYMPIC with all safety repuiremeets now or hereafter pertaining to -4- f ... , .:.._vim.....,.. .-.. - .,, construction, work, activity, equipment or facilities in proximity to the CITY'S transmission System. (e) compliance with all federal, state and local governmen- overnme -tal tallaws, regulations, rules and orders and all amendments thereto now or hereafter pertaining to the construction, operation and safety aspects of OLWICTS pipeline systems or to pollution, environmental pollution or ¢J CD preservation of natural resources by OLYMPIC, persons acting on OLYMPIC'S O behalf and/or the construction, operation, or existanca of OLYMPIC'S pipe - CDline systems in or adjacent to. the Ci_xi t of WaY; (f) payment for any and all damage to or interference with the CITY, the CITY'S trausaission aystem, facilities and property (includ- ing without limitation consequential damages and costs resulting from interruption of electrical service) arising from the construction, existence, maintenance or operation Of OLYMPIC's pipeline syetsw on the 011y's right of wLar, OLyM£IC'S pipeline svetema' proximity to the CITYTS transmission system, or from acts or omissions of OLYMPIC, or any person acting for or a� an behalf of OLYMPIC: and (g) payment within thirty .(30) days after receipt of a bill therefor, of any additional expense incurred by the CITY in the exercise of its rights in the City'q right of way, which expense is occasioned by ,r the existence or presence of OLYMPIC'S pipeline systems or any portion thereof in said Gid right of wag,, or OLYMPIC's pi peline. systems' proximity to the CITY'S transmission eye ; provided however, wbenever practicable OLYMPIC shall be given advance written notice including an estimate of such expenses and an opportunity if practicable to avoid such expenses by taking such reasonable corrective vwAsuras as shall satisfy the CITY'S Superintendent of Lighting. 8. Before OLYMPIC commences or undertakes any construction, improvement, maintenance or work for Pipeline purposes within the City's r ht of way, OLYMPIC: (a) shall inspect all such portion of the.Ci_ ty's rZi¢ht of Way as it proposes to use or uses; (b) each party shall rely et their peril upon the accuracy -5- .. .-._.._.._ ....,.�.--- - -..._-.--.......w...•,,..,,-mow,„,,,,,,....... - - .. ...-,,. ..- .r ... .. of any maps, diagrams, plans or information futnished by the other, unless such document was prepared in connection with or pursuant to this agreement; (c) shall submit in writing plano,,;,hereof for approval to the CITYOS Superintendent of Lighting, which plans shall indicate (l) the location, (11) the grade, and CC) CD (iii) the clearance from the CITY'S transmission system, .0 C1 of all such construction, ftpTovement, work, pipe- N line systems, and each and every component thereof; lf3 and (d) obtain written approval of such plans from the CITY'S Superintendent of i.ightlug as to (i) location,'(ii) grade, and (iii) clearance. 9. All construction, improvement, maintenance or work for pipe line eyatems purposes within the City's right of way by 0LYMPIC sball be accomplished with notice to and to the satisfaction of the CITY'S Supetin- teudent of Lighting as to location, grade and clearances in accordance with plans approved by the CITY'S Superintendent of Lighting pursuant to re Section 13 hereof. 10. Upon completion of any conatruction, improvement, maintenance a i� or work for pipeline sYitme purposes within the City's right of ME, e• OLYMPIC shall at its sole expense: (a) install and maintain in gDQd condition suitable and substantial permanent markers at appropriate places, at suitable intervals along such pipeline elatemis in the permit area, sufficient to give notice to all persons of the.�ocati.on thereof; (b) leave ghe permit area in as good and safe condition as it was before the commmeem mt of any work by or an behalf of OLYMPICI (c) pay, in addition to the permit fee, to the CITY (Light- ing Department) the CITY'S costa of inspection of any such construction, fmprovemgnt, maintenance, or work -(mediately upon receipt .of a bill therefor; and (d) prepare and file with the CIT'Y'S Lighting Department plans showing to the satisfaction of the Superintendent of Lighting the pipeline ssysteme and markers as constructed. 4 -4- 11. OLYMPIC agrees to take such steps an may be necessary to insure that no corrosion damage will accrue to the CITY'S transmission system or other facilities belonging to the CITY as a result of the conatruc- tion. operation, or maintenance of the pipeline system or of any catbadic protection system on any portion of the pipeline systems. Following the installation or revision of any cathodic protection system on any portion of OLYMPIC'S pipeline systems and whenever requested by the CITY'S Superintendent of Lighting, OLYMBIC shall perform, jointly with the CITY, interference tests to determine whether OLYMPIC'S cathodic protection system or systems adversely affect the CITY'S transmission system or other CITY facilities. If adverse effects are discovered. mitigative measures satisfactory to the CITY'S Superintendent of Lighting shall be taken by OLYMPIC. All such interference testing, by both the CITY and OLYMPIC, any necessary mitigative measures, and the repair by the CITY of any such damage shall be at the sole cost and expense of OLYMPIC. 12. The CITY reserves the right to use the City's .Tight of way for its own purposes in any way. Without limiting the generality of the foregoing, the CITY reserves the right at any time and from time to time to constrret, improve or reconstruct its transmission item (whether now existing or hereafter constructed) upon, under and across the City's right of M. if in the opinion of the CITY'S Superintendent of Lighting the CITY'S transmission swag in the City's right of bray (whether now existing or hereafter constructed) or said transmission system's (as presently or hereafter constructed) ability to comply with federal, state or local governmental laws, regulations, rules, orders or safety standards and all amendments thereto, would be endangered by, or interfered with by OLYMPIC'S pipeline systems or any portion thereof. OLYMPIC shall promptly -relocate such flipeline s tecta at OLYMPIC'S sole expense and risk to another loca- tion within the City's Tight of �M if practicable to the satisfaction of the CITY'S Superintendent of Lighting, or if the CITY'S Superintendent of Lighting deems Other reasonable or leas expensive measures are satisfactory. OLYMPIC shell promptly accomplish the same at its sole expense and risk, to the satisfaction of the Superintendent of Lighting. t -a- } 13. All alterations, moving, or adjusting of the CITY'S trans- mission syat_em, required by construction, improvement, maintenance, inspection, repair or work undertaken by OLYMPIC for pipeline systems purposes, shall be performed by persons of the CITY'S Lighting Department hole choice at the sole'cagt and expense of OLYMPIC. 14. OLYMPIC shall be liable for, and shall pay any taxes on any Co property interest deemed by the King County Assessor, or other official CD `0 of the State of Washington, King County or other taxing entity responsible CD therefor, to have been created by this permit; and shall otherwise fulfill CV O all fiscal obligations creating or imposing a lion or charge on the rights established by this agreement. U. OLYMPIC hereby assumes all risk.of lose or damage including lose of use, damage or injury to persons or property, which may be suffered by OLYMPIC resulting from the CITY'S transmission systems, OLYMPIC'S use of the City's right of M, or from OLTMIC'S pipeline systems' prox- imity to the CITY'S transmission system, except damage or injury which is the proximate result of the sole negligence of the CITY, its employees, or agents. 16. The permission herein granted OLYMPIC shall not be assignable or transferable by operation of law without the prior conseut of CITY given by resolution and setting forth such reasonable conditions as CITY might prescribe. 17. Notwithstanding termination or expiration of this agreement, cessation of operations or removal of relocation of OLYMPIC'S pipeline syst� herein permitted, OLYMPIC shall remain bound by the obligations herein contained until (a) all pipes, pipelines, appardtus,equipment, property and pipeline systems of OLYMPIC, are removed from the City's right of way, (b) said right of way is vacated and restored in a manner and to as good condition in all respects as the abutting portions thereof, to the satisfaction of the CITY'S Superintendent of Lighting, and OLYMPIC has discharged its obligations berain. 18. OLYMPIC agrees to indemnify end save harmless the CITY from and against all claims, actions, suits, liability, loss, eost9, expense -a- } 0 or damage of every kind and description (including mitbout limitation damage or injury to the property or pipeline system of OLYMPIC, or the CITY at its transmission system, or to any person acting on OLYMPICSor the- CITY'S heCITY'S behalf, consequential damages resulting from interruption of elec- trical service, and attorneys fees) which may at any time arise or occur by reason of the construction, operation, maintenance, use or removal of said p1QeLtne systwm, or OLYMPIC'S occupation or use .of said CITY right co of way or any portion thereof, or OLYMPIC'S pipeline systemst proximity O 1zto the -CITY'S transmission system, or by reason of anything that has been done, or may at any time be done by or an behalf of OLYMPIC, its officers, N 0 agents, employees or contractors, or by reason of OLYMPIC failing or refusing to strictly comply with each and every provision of this agree- ment; upon notice from the CITY, OLYMPIC shall at its sole cost and expense appear and defend in the name of the CITY any such action or suit against the CITY, and to pay and satisfy any final judgment which may he rendered against the CITY in any such suit or action. The above liability shall not be diminished by the fact, if it be a fact, that any such suit or action brought against the CITY may have been contributed to, or alleged to have been contributed to,by negligence of the CITY, its officers, agents or employees; provided nothing herein contained shall be ? construed as requiring OLEIC to indemnify the CITY against liability for damages arising out of bodily injury to persons or damage to property proximately resulting from the sole .negligence of the CITY. 19. Until OLYlIPIC has discharged its obligations under this agreement, OLYMPIC shall provide and maintain In full force and effect, public liability insurance covering said pipeline systems and OLYMPIC'S exercise of the permission granted by this agreement, which insurance shall name the CITY as an additional insured, and shall cover any liability of OLYMPIC to the CITY arising from OLYIPIC'S negligence, providing for a limit of not less than Two Million Dollars ($2,000,000) for all damages arising out of bodily injuries to or death of one or more persons arising out of any one accident; and property damage -9- k 0*' k) liability insurance providing for a limit of not less than Two Million Dollars ($2,900,000), for all damage arising out of injury to or destruc- tion of property in any one accident, provided, however, that whenever in the judgment of the CITY'S Superintendent of Lighting such public liability insurance filed pursuant to the provisions hereof shall be deemed insufficient to fully protect the CITY. OLYMPIC shall, upon demand by said Superintendent, furnish additional insurance in such amount as may be specified by said Superintendent. A copy of such policy or certif- icate evidencing the same shall be delivered to the CITY'S Superintendent of Lighting and filed in the office of the City Comptroller within sixty ti (60) days after approval of the ordinance authorizing this permit agree- ment and said public liability policy and any supplemental or additional policy shall each provide that they are not subject to change or altera- tion nor shall they, or either of them, be deemed lapsed without ten (10) days prior written notice to the CITY'S Superintendent of Lighting and CITY Clerk of the intent so to do. 20. The CITY by its failure to insist upon full performance of any provision of this agreement shall not be deemed to conaeot to or accept such performance in the future nor waive full compliance with the terms and conditions of this agreement. No waiver of any breach or default shall constitute or be construed as a waiver of any subsequent like breach or default. 21. The agreements and covenants of OLYMPIC herein are the material considerations for the granting of this permit, and if, thirty (30) days after w1itten notice to OLYMPIC by the CITY'S Superintendent of Lighting of the default or failure of OLYMPIC in the performance of any of the terms and conditions. herein, corrective measures satisiac.0ry to the CITY'S Superintendent of Lighting have not been taken by OLYMPIC, the CITY may at its option terminate this permit by resolution, and in such event all rights of OLYMPIA hereunder shall cease. However, the obligations of OLYMPIC shall continue until all of its obligations hereunder have been fulfilled. -10- i r , IN WITNESS WHEREpr this agreement has been executed this day of 197_. OLYMPIC_ NE CO2IPANY Bq Its V,h e�+ By I IN WITNESS WHERKOr pursuant to the provision. of Ordinance Q of the City of Seattle, said City has caused this co instrumant to be executed'by its Mayor and City Comptroller thereunto duly authorized this 13th _ day of Fabrua , 197. At OF S r �j Mayor City Comptroller STATE OF WASHINGTON ) as. COUNTY OF RING ) On this 13th day of February _ _, 1971r, before me personally appeared WES uKEm N and C. G. ERLANOSON, to as known to be the Mayor and City Comptroller, respectively, -of the aanicipal corporation that executed the Within and foregoing instrument, and acknowledged said *y inatrumen to be the free and voluntary act and dead of said municipal corporation for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument, and that the seal affixed is the corporate seal of said municipal corporation. WiliftS my hand and official seal the day and year in this certifi- U :�t above written. NOTARY PUINLIC, in and fo the State of Washington, residing at . OF WN STATS OF WWTHGTON ) ) as. COUNTY OF RING ) On this 2_!!f day of 6- M&MR, 1974, before me personally appeared and . TAHN V. fLJ41 MAr1Q___• to me too$!* to be the _ and .4ss rT respectively of OLYMPIC PIPE LINE COMPAW, the corpora- tion that crated the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corpora tion, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITMS WMMF I have hereunto set my hand the day and year first above written. R W. bj �., lYU1r 4� "�ES:St ;`"n NOTARY , in and for the Ste " of C'.:+imss'., Washington, residing at 44- -. .gKPti t EXHIBIT A LEGAL DESCRIPTION: PORTION OF BEN= RELOCATED DIABLO-SEATTLE.TRANSMISSION LINK RIW That portion of The City of Seattle's Relocated Diablo -Seattle transmission line easement right of way in Sections 4, 9, 16, 19, 20 and 21, Township 23 North, Range 5 Beet, N.M., King County, Washington lying within a strip of land 200 feet in width, the boundaries of said strip lying 62.5 feet distant westerly and northerly from and 137.5 feet distant eaytexly and southerly from and parallel with the survey line as now staked on the ground, said survey line being Partic- ularly described as follows: Beginning at survey station 37+19.9, a point on the north line of Section 4, a7 Township 23 North, Range 5 East of the Willamette Meridian, said point being CDSouth 88025' Bast a distance of 667.5 feet from the quarter section corner Q on the north line of said Section 4; thence South 9047' Bast, a distance of 6995.1 feet to survey station 107+15.0; thence South 5049' West a distance of 3339.5 feet to survey station 140+54.5, a point on the south line of O Section 9, Township 23 North, Range 5 East of the Willamette Meridian, said point being North 89007' West a distance of 1042.7 feet from the southeast corner of said Section 9 and the northeast corner of Section 16, Township 23 North, Range 5 Bast of Willamette Meridian; thence South 5049' West a distance of 4053.9 feet to survey station 161+38.4; thence South 52002' West a distance of 1933.1 feet to survey station 200+71.5, a point on the south line of said Section 16, said point being North 89000' West a distance of 2869.6 feet from the southeast corner of said Section 16, ALSO: Beginning at survey station 200+70.4, a point on the north line of Section 21, Township 23 North, Range 5 East of the Willamette Meridian, said point being North 88059' West a distance of 2888.8 feet from the northeast corner of said Section 21; thence South 52002' West a distance of 167.1 feet to .' survey station 202+37.5; thence South 71004' West a distance of 2447.8 feet to survey station 226+85.3, a point an the west line of said Section 21, a ' distance of 940.0 feet from the nottbwest corner of said Section 21; thence South 71004' West a distance of 3584.7 feet to survey station 262+70.0;thence South 87022' West a distance of 1933.0 feet to survey station 282+03.0, a point on the west line of said Section 20, said point being North 0046' East a dis- tance of 467.2 feet from the quarter section cornet on the west line of said Section 20; thence South 86024' West a distance of 250.4 feat to survey station 284+53.4, a point on the east line of Block 4 of Renton View Addition to the City of Renton, according to the recorded plat thereof, a subdivision in the north- east quarter of Section 19, Township 23 North, Range 5 Bast, Y.M., King County, Washington; as such rights were acquired by the UNITED STATES OF AMERICA and subsequently assigned by RECONSTRUCTION FINANCE OORPoBArioN to the CITY OF SEATTLE by deed dated July 16, 1946, recorded in Volume 2597 of Deeds, page 56, Records of King County, Washington, under Auditor's Bile No. 3664560, ALSO: That portion of The City of Seattle's Relocated Diablo=Seattle transmission line right of way as acquired in fee -simple within Block 4 of Renton View Addition to the City of Renton, according to the recorded plat thereof and the 30 feet vacated Burnett Street on the east of said Block 4, in the northeast quarter of Section 19, Township 23 North, Range 5 East, W.M., which lies within a strip of land 200 feet in width, soutberly of and adjoining the following described line: Beginning at a point on the east line of said Block 4, said point being South 0012' Haat a distance of 157.8 feet from the northeast corner of said Block 4; thence South 56024' West, a distance of 217.6 feet to the northerly line of the Bonneville Power Administration's Covington -Seattle transmission line easement right of way; thence North $6012' West along the northerly line of said Bonneville Power Adminis- tration's Covington -Seattle transmission line easement right of way a distance of 127.3 feet to a point on the west line of said Block 4, said point being South 0007' West a distance of 96.7 feet from the northwest corner of said Block 4. y ERCEBTING THEREFROM those portions deeded to the State of Washington for street purposes under Auditor's File No, 5599942 and Receiving No. 7302200257, Records of King County, Washington; AM ALSO, That portion of The City"of Seattle's Relocated Diablo -Seattle transmission line easement right of way within ejock 3 of Renton Viev Addition to the City of Reuton, according to the recorded plat. there -of in the northeast quarter of Section 19, Township 23 North, Range 5 Ea3"Y, W.H., which lies within a strip of land 250 feet in width, the boundaries of said strip of land lying_ 62.50 feet distant south- westerly from and 187.50 feet distant northeasterly from and parallel to the survey line of the Covington -Seattle transmission line as now staked upon the ground and more particularly described as follows: Beginning at survey station 496+73.17, a point on the east line of said Section Q 19, Township 23 North, Range 5 Hast, W.M,i-said point being South 1009'52" West .� a distance of 59.37 feet from the quarter section corner on the asst line of said Section 19; thence North 56011153" West a distance of 2191.67 feet to survey eta - tion 518+64.84; thence Horth 1018'53" West a distance 4f 1453.99 feet to survey CV station 533+18.83, a point on the north line of said Section 19, said point being Horth 89017137" Bast s distance,of 915.25 feet from the quarter section corner on the north Iiae of said Section 19, as such rights were acquired by the UNITED STATES OF AMERICA and subsequently assigned by the Bonneville Power Administrator to the CITY OF SEATTLE by deed dated September 25, 1945, retarded in Volume 2597 of Deeds, Page 50, Records of Ring County. Washington, under Auditor's File NQ. 3664559. J 72048 _ ' Maich 11, 1974-' NERIBIT "S" WAISULIANtS LEGAL DESCRIPTION FOR: OLYMPIC PIPE LINE COMPANY FOR THE 16" 131PELINE JONES A centerline description of a right-of-way ten (10) feet in width, through and across co Sections 4, 9, 16, and 21, Township 23 North, Range 5 East, W. X., said right-of-way C:) being �11 within the right-of-way of the City of Seattle, 1]iablo-Seattle Transmission Z) line, situate In King County, Washington, described as follows: COMMENCING at the Southeast corner of the Northeast One Quarter of Section 4, Ln� Township 23 North, liang� Fast, W. M. , said corner being a concrete monument in a steel casing at the intersection of 132nd Avenue S. E, and S. E. 104th Street, Washington State Coordinate System North Zone N 188, 998, 74, E 1, 671, 280.31; thence North 88419'17" West along the South line of the Northeast One Quarter of sold Section 4, a distance of one thousand three hundred six and fifteen one -hundredths (1306.15) feet to a concrete monument at the intersection of 128th Avenue S. E. and S. E. 104th; thence continuing North 86019117" West along the South line of said Northeast One Quarter, a distance of forty-nine and ninety-one ane -hundredths (49.91) feet to the Easterly right-of-way margin of the Diablo -Seattle Transmission Line; thence North 09444138" West along said Easterly right-of-way margin a distance of one thousand ninety-nine and sixty-three one -hundredths (1099.63) feet to the Southerly right-of-way margin of Puget Sound Power and Light Company's Transmission line; thence continuing North 09444'381+ West a distance of sixty-eight and three one - hundredths (68.03) feet to the centerline of said right-of-way and the TRUE POINT QF $EGtNNfNG; thence South 36028'29" West a distance of one hundred fifty-four and sixty-seven one -hundredths (154.67) feet; thence South 09456112" East a distance of two thousand six hundred sixty-two and eleven one -hundredths (2662.11) feet; thence South 210521141" East a distance of one hundred thirty and seventy-six one -hundredths (130. 76) feet; thence South 00406108" East a distance of ninety-eight and forty-three one -hundredths (98.43) feet; thence South 48433129" East a distance of two hundred thirty and thirty-five one -hundredths (230.35) feet; thence South 0702415811 East a distance of one hundred seventy-two and fifty ane -hundredths (172.50) feet; thence South 09021141" East a distance of four hundred forty-seven and seventy one -hundredths (147.70) feet; thence South 09044041" East it distance of one thousand four hundred fifty-three and forty-two one -hundredths (1453.42) fleet; thence South 14408148" East a distance of four hundred eighty-nine and sixty-five one -hundredths (489.65) feet; thence South 05423'24" West a distance of five hundred thirty-two and seventy one - hundredths (532.70) feet; thence South 06421'35" West, a distance of one thousand 2750 NORTH RNF WAY. BELLEVUE, WASHINGTON 09004 •(8081877.4808 Page 2 Legal Description for: Olympic Pipeline Co. 16" Pipeline 3/11/74 two hundred twenty-five and nfty-two one-bundredtbs (1225.52) feet; thence South 05046113" West a distance of two -thousand nine hundred thirty-two and eighty-three one -hundredths (2992.83) feet; thence South 11008'15" West a distance of one thousand one hundred eleven sad thirty-one one -hundredths (1111.31) feet; thence South 07035'514 West a distance of two hundred thirty-one and fifty-two one -hundredths (231. 52) feet; thence South 01016140" West a distance of one thousand four hundred thirty-one and thirty-three one -hundredths (1431.33) feet; thence South $2052'10" OD West a distance of seven hundred forty-zdne and twenty-eight one -hundredths (749. 28) O feet; thence south 51040146" West a distance of one thousand three hundred twenty-oine _Dand Wenty-six one -hundredths (1329.26) feet; thence South 70022'32" West a distance IT of seven hundred twenty-five and fifty one -hundredths (725.50) feet; thence South 71033'59" West a distance of three hundred seventy-eight and forty-seven one -hundredths (378.47) feet to the beginning of a curve to the left having a radius of seventy-six ( 76.00) feet througb a central angle of 44031114" au aro distance of fifty-nine and five one-bundredtba (59.05) feet; thence South 27002046" West a distance of one hundred sixteen and seventy-seven one -hundredths (116.77) feet to the Southeasterly right-of- way margin of the Diablo -Seattle Transmission Line and the terminus of said ' centerline description; thence South 71006107" West along said Southeast right-of-way margin a distance of Ave hundred eleven and thirty-four one -hundredths (511.34) feet; thence North 18053'53" West a distance of one fired thirty-seven and fifty one -hundredths (137.50) feet to a concrete monument at the center of Tower Number B 26 S at Ste. 219+ 50. 00, Washington State Coordinate System North Zone 52 N 175,232. 88, E 1, 666, 639.60 and the terminus of this description. r 72048 Juhe 26, 1974 MIHIT @10 JONES wlaat+wTFa,i �+vla fxolxRlw} T.xr.:t. n�rnta^vn s Fns. OLYMPIC PIPE LINE COMPANY FOR THE 20" PIPELINE 2760 NORTHRUP ,MAY • BELLE V UE, WABNINOTON 88004 ■ 1206) 627.OSSS A centerline description of a right-of-way ten (10) feet in width in, through and across Sections 4, 9, 16, 19, 20, 21, Township 23 North, Range 5 Lust, W. M. , said right-of-way being all within the right-of-way of the City of Seattle, Diablo -Seattle Transmission Line, situate in King County, Washington, described as follows. COMMNCING at the Southeast corner of the Northeast Quarter of Section 4, Township 23 North, lunge 5 East, W. M., said corner being a concrete monument In a steel casing at the intersection of 132nd Avenue S. E. and S. E. 104th Street, Washington state Coordinate System North Zone N 188, 998.74, F 1, 671, 280.31; 09 thence North $8°19117" TVS =z along the South line of the Northeast One Quarter of r` said Section 4, a distance of one thousand three hundred six and fifteen one- hz7 edths (1306.15) feet t0 a concrete monument at the intersection of 128th Avenue S. E. and S. E. 104th Street; thence contiuuing North 88019117" West along the South line of said Northeast One Quarter, a distance of forty-nine and ninety- one ane -hundredths (49.91) feet to the Easterly right -o€ -way margin of the Diablo -Seattle Transmission Line; thence North 09044'38" West along said Easterly right-of-way margin a distance of one thousand ninety-nine and sixty-three one - hundredths (1099.63) .feet to the Southerly right-cf-way margin of Puget Sound Power and Light Company transmission line; thence continue North 09044138" West a distance of fifty-four and eighteen one -hundredths (54.18) feet to the centerline of the proposed right-of-way and the TRUE POINT OF BEGINNING; thence South 36028129" West a distance of one hundred thirty-five and eighty one -hundredths (135.80) feet; thence South 09035130" East a distance of six hundred one and sixty- four one -hundredths (601.64) feet; thence South 09056112" East a distance of two thousand fifty-nine and sixty six one -hundredths (2059.66) feet; thence South 21052114" East a distance of one hundred thirty and seventy-six one -hundredths (130.76) feet; thence South 00006'08" East a distance of nnety-eight and forty-three one -hundredths (98.43) feet, thence South 0833129" East a distance of two hundred thirty and thirty- five one -hundredths (250.35) feet; thence South 07024158" East a distance of one hundred seventy-two and fifty one -hundredths (172.50) feet; thence South 09021t41" East a distance of four hundred forty-seven and seventy one -hundredths (447.70) feet; thence South 09044!41" East a distance of one thousand four hundred fifty-three and forty-Mv ane -hundredths (1453.42) feet; thence south 1000814811 East a distance of four hundred eighty-nine and sixty-five one -hundredths (489,65) feet; thence South 05023124" West a distance of five hundred thirty-two and seventy one -hundredths (532.70) feet; thence South 06021135" West a distance of one thousand two hundred twenty -live and fifty-two one -hundredths (1225.52) feet; thence South 05046'23" West 2760 NORTHRUP ,MAY • BELLE V UE, WABNINOTON 88004 ■ 1206) 627.OSSS Page TWO Legal Description Fore Olympic Pipe Line Co. 72048 6/20%74 a distance of two thousand nine hundred thirty-two and eighty-three one -hundredths (2932.88) feet; thence South 110 06117" West a distance of one thousand one hundred fourteen and thirty-two one -hundredths (11.14.32) feet; thence South 07049114" West a distance of two hnndred thirteen and sixty-three ane -hundredths (213. 63) feet; thence South 520491381' West a distance of twenty-six and ninety-two one -hundredths (26.92) feet; thence South 01016140" Rest a distance of one thousand four hundred twenty-six and forty-nine one -hundredths (1426.49) feet; thence South 52052'10" West a distance of seven hundred forty-four and forty-four one -hundredths (744.44) feet; thence South 53006136" West a distance of four hundred seventy-five and 0 ninety-two one -hundredths (475.92) feet; thence South 52o07118" West a distance tip of three hundred ninety-two and thirty-five ane -hundredths (392.35) feet; thence South 56047130" West a distance of one hundred eight and thirty-seven one -hundredths (108.37) feet; thence South 52027142" West a distance of two hundred live and forty N one -hundredths (205.40) feet; thence South 40047106" West a distance of one hundred O tarty -seven and fifty-three one -hundredths (147.53) feet; thence South 70013'04" West a distance of seven hundred twenty -live and forty-nine one -hundredths (725.49) feet; thence South 71006132" West a distance of one thousand thirty and fifty -rine one -hundredths (1030.59) feet; thence South 71006'24" West a distance of one thousand nine hundred fifty-four and sixty ane -hundredths (1954.60) feet; thence ^ South 67017'22" West a distance of one hundred fifty and thirty-two ane -hundredths (150.32) feet; thence South 71006124" West a distance of one hundred forty-nine and ninety-nine one -hundredths (149.99) feet; thence South 70019'52" West a distance of four.hundred thirteen and sixty-two ane-hundredthe (413. 62) fest; thence South 71055147" West a distance of nine hundred seventy-six and five one - hundredths (976.05) feet; thence South 7100149" West a distance of two hundred sixteen and eighty-one one -hundredths (216.81) feet; thence South 71024'29" West a distance of four hundred fifty-six and ninety-six ane -hundredths (456.96) feet; thence South 87023144" West a distance of one thousand three hundred thirty-eight and seven one -hundredths (1338.07) feet; thence South 87019'53" West a distance of six Hundred forty -live and eleven one -hundredths (645.11) feet; thence North 64029'49" West a distance of three hundred rdnety-seven and forty-six one -hundredths (397.46) feet; thence North 73046'05" West s distance of one hundred twenty and forty-nine one -hundredths (120.49) feet; thence Borth 34°01103" West a distance of one hundred thirty-six and seven one -hundredths (136.07) feet; thence South go031156" West a distanceoof two hundred fifty and forty-eight ane-hundredtbs (260.48) feet; thence South 80 20138" West a distance of two hundred forty-seven and thirty-nine one -hundredths (247.39) feet to the Westerly right-of-way margin of the City of Seattle transmission line and the terminus of said centerline description; thence South 17046122" East a distance of three thousand three hundred forty-three ennd twenty-eight one -hundredths (3943.28) feet to the Southeast corner of Section 19, Township 23 North, Range 5 East, W. M. , Washington State Coordinate System North Zone, N 170, 635.16 E 1, 660,421. 66, said corner being a 4 -inch by 4 -inch wooden hub with tack; RIW No, NI -216 (9�3) RIGHT OF WAY THE STATE OF WASHINGTON County of KING rl- FOR AND INCONSIDERATION of the sum at Four Thousand Fifty and No/100-- Dollars (0 4,D50.09 the receipt of which is hereby acknowledged, C\1 King County. State of Washington Lr? hereinafter relented to as GRANTOR (whether one or more), does hereby grant and convey to OLYMPIC PIPE LINE COMPANY, a Delaware corporation, with a permit to do business in the State of Wsshingtan, its successors and assigns, hereinafter referred to as GRANTEE, the rights of way, easemenu and privileges is construct, maintain, operate, repair, replace, change the site of, and remove in whole at in part, a pipe line or pipe lines, for the transportation of oil and sea, and the products thereof, water, or any other fluid or substance, with the necessity fittings, fixtures, valves, appurtenances, and cathodic protection devices, and the right to maintain the right of way clear of trees, underbrush, buildings. and other obstructions, along 'a route to be selected by Grantee, on, over, across and through the following described property situated in the County of KING , Sure of Washiagton: The Southwest Quarter of the Northeast Quarter; and the Northwest Quarter of the Southeast Quarter; all in Section 16. Township 23 North, Range 5 East of W.M. The right of way and easement hereby granted shall be a strip of land 50' in width across and through above said property. being 25' on each side of the following described centerline: Beginning at a point on the East line of the Southwest Quarter of.the Northeast Quarter of said Section 16, said point being: 113,2' North of the Southeast corner of said Southwest Quarter of the Northeast Quarter of Said Section 16; thence S 07049'14" W, a distance of 114,78' to a point; thence S 52049'38" W. a distance of 26.92' to a point; thence S 01002101" W, a distance of 1300.69' more or less, to a point on the South line of the Northwest Quarter of the Southeast Quarter of said Section 15, sairi last point being 33,8' West of the Southeast corner of said Northwest Quarter of the Southeast Quarter of said Section 16. Grantee is also permitted to clear and use for temporary working space, such lands of the Grantor immediately adjacent to either Side of the right of way as may reasonably be required to construct a pipeline on the ri4ht/W herein granted. The R/W herein granted is SUBJECT to existing tosegher wah the right of ingteas and egress to and from said linea lines. easements or record. Grantor shall have the right to fully use and enjoy the above described premises, except as to the tights herein granted. Grantee agrees to pay any damages which may arise to crops, timber, at fences. of Grantor, re- suiting loam the exercise of the fights herein granted, said damages, if nor mutually agreed upon, to be ascer- tained and .determined by three disinterested persons, one thereof to be appointed by Grantor, one by Grantee, and the third by the two so appointed, and the written sward of such three persons shall be final and Conclusive. #x�eRatablaX YdExA[11feK1I�a6xdialtlfiltlsrlcailix��xwa(raya(tra(af illtif011WdhiCfa>7c�(xac isWafxxdhlmf ilEi�f ]fdiYtafXeYtidhlfsYXXXXXXx]fxxXxxxxxX](,gYiftXO(ifdf�dfNlf iliiditX�kX4dk]gYyffaYdfi(ihY>Fiit7SiHIX Itis agreed chat any payment due hereunder may be nada direct to Grantors of any one of them. Any pipe Eine constructed by Grantee, its successors or assigns, across lands under rulrivation at the time of construction thereof, shall be buried to such depth as will not interfere wlth ordinary cultivation. The rights of way, easements and privileges herein granted are each divisible and ate each assignable at transferable, in whale or in part. The germs, conditlons, and provisions of this great or any contract resulting from the exercise theteof shall extend to and be binding upon the heirs; executors, administrators, personal representatives, successors, and assigns orf the parties hereto. The surface of land disturbeg_ky said pipeline construction will be be restored as nearly as possible to its before condition and seeded to {resin WITNESS THEREOF, the Grantor has executed this instrument this day al 19 M i of n O t/J p.. T C2 t— tit L. 4 i~ n H O Ct P P tit ACKNOWLEDGEMENT OF CORPORATE GRANTOR r STATE OF WASHINGTON M� ■a. COUNTY OF On this day of 14—, before me, the undersigned Notary Public, personally appeared and to pat known to be the President andSecretary, respectively of ., the corporation that executed the within sad foregoisa insinuator, and acknowledged the said instrument to be the free and voluntary act and deed of said eorpomden. for the uses sed purposes therein mentioned, and on oath stated that they are muthotlxed to exe- cute the said insttuaheat sad drat the seal affixed is the corporate seal of maid corporation. WIT14M my hand and official Deal affixed the day and year in this certificate above written. Notary Public to mod G. r. State o .4toa, residing at r 11 � C ACKNOWLEDGEWENT OF IN a#o°°.L I17� !:'1',' 27 4,.4 9 0 STATE OF WASHIt1(,TON mei COUNTY OF 4� 71F? Orb this day personally appeared before me KN1g, ';AJTYM w :T to be known to be the individual(m) described in and who executed the within sodfaregofng iastmanam mod acknowledged that signed the some as Gee and voktssary act and deed, for the uses and Purposes therein mentioned. GIVEN under my Ihaad and official seal this day of , 19 Notary Public in arid for the State of Washington, residing at ACKNOWLEDGEMENT OF INDIVIDUAL STATE OF WASHINGTON am. COUNTY OF On this day pereonally appeared before him and , to be known to be the individual(s) described in and who executed the within and foregoing issausseot and acknowledged that signed rate same as free and mbmtary act and dead, for the uses and purposes therein mentioned. GIVEN mder my bxad and official seal this day of ]9—. Notary tab is rn and for the Stara of Washington, residing at E>IEG1ITIYE ACKNOWI,6DGII�IfT STATE OF W"FMI iTON COUNTY OF KWG On this day personally appeared before me, John D. Spellman, to me knttrm to be the County Executive of King County, Washington, the person who signed the above and fovelping instrenent for King County for the uses and purposes therein stated and acknowledged to rite that he signed the same as the free and voluntary act and deed of King County and that he was authorized to so sign. GrM voder my hand and official seal this :[. day of r 1974. d'. NOTARY Pb1lLIC in glad fpr/ a State of Washington Residing ret 3.4r? ixf.C'1 HLED for liCcuid at Itiyuest oa try•• OLYMPIC PIPE LIME CO. Z9 N~ WAV 6FIIEYIlF,1% IM e, RIGHT OF WAY THE STATE OF WASHINGTON County of KIM and No/100 CID FOR AND IN CONSIDERATION of the sum of One Thousand Five Hundred Thirty -Eight /Dollars (2 1.538.00 ), the receipt of which is hereby acknowledged, King County, State of Washington hereinafter referred to as GRANTOR (whether one or more), dos. herehy Brant and convey to OLYMPIC PIPE LINE COMPANY, a Delaware corporation, with a permit to do business in the State of Washington, its successors mod assigns, hereinafter referred to a GRANTEE, the rights of way, easements and privileges to construct, maintain, operate, repair, replace, change the size of, and remove in whole or in parr, a pipe Line }hot for the uanspaucion of oil and $a, and the products thereof, water, or •ray other fluid or substisce, with the necessary fitting., fixtures, valve a, aPpvrunancee, and c.6dille protection devices, and the right to maintain the right of way clear of trees, underbrush, b.11dings, and other obstructions, along a route to be selected by Grantee, no, over, across and through the following described property situated in the County of Kin¢ , State of Washington: The Southwest Quarter of the Northeast Quarter (SW 1/4 NE 1/4) of Section 16, Township 23 North, Range 5 East, W. K., and The Northosat Quarter of the Southeast quarter (HU 1/4 SE 1/4) of Section 16, Township 23 North, flange 5 Beet, W. K. This asmeaeat is more particularly described as ■ strip of land fifty (50) feet in width, being located 27 feet Bastarly, and 23 feet Westerly of the route of the pipe line as delinestad on Grentea'a brewing No. F-433, Hated 7-3-64, which is attached to end made a part hereof, The rights of way herein granted are subject to any and all existing easmnente and rights of may across Grantor's ptoperty and to sn existing lease granted to the Pacific Gar and Foundry Company. 'lths terms and o9 ranoh ditions ae forth tinder Roman n17m6r Lle S grolxSy xIX an pages 2 through of fas no. 15 granted on 17a ober 196[1, to igrreptee hp r $a b tl B?anus of Conn g O�soloners of Kith unty, lteeh- ISItgtOn, e!]a�l apply o e ssa�tmen ane ho expregaly abt �or herein siteept that the ww t'franoh ane' nags in cads instrument ehal for pit pomsa hereof rgad easement except in pare, M1, where �t eiiall y read „frano#Iib t17c06�t ar to the oeoond word in said paragraph, where it rgges.l .FIFM eigg eM .fternt. end egress to mod from said line dPUM. Grantor shall have the right to fully we and enjoy the ■bwe described premises, except as no the rights herein granted- Grantee agree, to pay any draagcg which may arise to crops, timber, or fences of Gencor, re- sulting from the exercise of the rights herein granted, said damages, if not mutually agreed upon, to be acer. tained and determined by three disinterested Porten., one thereof to be appointed by Grantor, one by Grantee, and the third by the two so appointed, and the written award of such three persons shall be final and eoatlualve. I rynatracrtapt: It i, agreed that any payment due hereunder may be mads direct to Grantors or any one of them. Any pipe line conaeucted by Grantee, its eaceeasors or assigns, .eros lands under cultivation at the time of construction thereof, shall be buried to such depth as will nor invedere with ordinary cultivation. The rights of way, esaements and privileges herein granted art each divisible and are each assignable or transferable, In whole or in put. The derma, conditions, and provisions of this gent or any contract roaultiog from the exercise thereof shall extend to and be binding upon tire heirs, executors, administrators, personal repreaenmcivcs, nuc........ and ..signs of the parties hereto. IN W3TNE5.5 WHEREOF, the Gtantot has axecuted this instrument this day of-------- D -W , 196 4 O1.YWIC FIFE L7kE COMPANY By Yice President _0 - JAN 4 — 190 K1110 COUNTY, STATE OF WA$H.INGSOII By By gY C� —a2 D • D '11.S'FC. /6,T2 ,, R5E / l zF, 1338 �- 93.E1 pi+dt . �' %aA Ag, ^zm WASNlNG7LW PALIMS41-0 PiPLt wri/TING CD., WRm14,GravOVED DATE OLYMPIC PIPE£ LINE COMPANY E001 SCALE J�'Sd�� DRAWHONO. F-4Sj JAN 4-1965 } - - 1 m i I ORDER NO. ,7o 37/6sr The following document was not :available at the time our Preliminary Commitment was processed. ]t has been requested from archives and will be forwarded Io you'vi°hen have received it. Exception No. . Recording No. • Superior Cour-t Cause No. • Ordinance No. 'thank you far-, mir palience. 1 740 J� o fava ; `" 4" a ear w m is qm h r4{ 0� d m 0 04 orq a qiD Cc A 440 C6 r4 i ,3O0a Doti � 960■00 �4&j • iv p w ii h a b a 4A o w & © �s .� o .� o- � m •A ti !d0 �9m,'4q tIng 0 v 'a �' • rq �+ M l%wd aAC6 A. 0% a A A m w -+s+ra°00:10 r4 wrqwp`*0Q� ol r� �r QA 40 ait s� a aa"♦ a� 0 fir! TO to 40 IQ 14 a a ov 0� �►�+� pc.wv44 cif. if ,Ti w■ q ++ r4 4 u o�ti■!op . a � q i� 4a 4•.t. 0 40 40 _Q b� # a CrCL 041 §F4 � *4 tr O a a a Lt" 42 463 04X: r-4 rte# �1 rl ►moi ; N I '0 w� J -4 a 4) ' 0-•+0 u00 F .Or iil �;; • .s rf A E GQ ►0CL4 b t�ll 40i 42o M ~ 4 -0 do w 4 }+ �• O Al fi A •p J66 s is .n b b .sS q 00 m ■ty W 42 .Ry e v $4 a ws.vs r p +�10a.+#� 0 . i CD e ■ o p � °� �� •R +� �, m mw we e N 'd 01dg 40 N7fa O �� rl O Q 40 pa4a CD Ri A40 a M o CL 0 w 414ir p .300 a 0 ji40 e M A C7 M M R saa i 00 40 Olt ib a W4 p O ► 4f � a.� �A f� � � q • � Ila A a Qw. s A �ooa i u 0 6 qp 15 i 4v�+0 a r ■ q 49 .o i e ri 049 �pwove.404 40 CL qx f-4 It wo qo 40 p■��40 �w r e'4 i .4 .vim H r 44 A io o i ep4i �.. 04• Q� +•rav oF+Oya 1iy �w DEPARTMENT OF COMMUNITY ciTr of .0 AND ECONOMIC DEVELOPMENT Rento 1 AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov STATE OF WASHINGTON ) SS COUNTY OF KING ) S co -r -T b A v I.5 being first duly sworn on oath, deposes and says: 1. On the 2-7- day of 20 �l� I installed % public information sign(s) and plastic flyer box on the property located at 35 liNE z.Vn S -r for the following project: CC— Project Name Pcx-r r 91Wn.J9 �ls�ffG> l2�ta0ra �v�-ra+-e.L Owner Name 2. 1 have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 itl of Renton Municipal Code and the City's "Public Information Signs s a n u pack Insta er Signature I __ SUBSCRIBED AND SWORN to before me this 3P�day of 201 b . ADRIENNE TATGE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES AUGUST 19, 2018 NOTARY PUBLIC in and for the State of Washington, residing at �-L-q- My commission expires on �t,'� H:\CEO\Data\Forms-Templates\5elf•Help Hand0ut5\Planning\Pub Info Sign Handout.dom Rev. 04/2016 3t;[u ray + iL �@ O ----------------------------- i 1 � i lid + jvp IC lPROPOSED LAND USE ACTIONTYPE OF ACTION: CONDMONAL USE PERMIT, SITE PLAN REVIEW, PROJECT \ / 1. �.SITE ADDRESS:f ST ..` ... • rDESCRIPTION: COUNTY PADIO NETWORK (PSERN) CO -LOCATION ON EXISTING 150' (RAISED TO 175 SELF-SUPPORTING TOWER 8, ASSOC. EQUIP TO PROVIDE EMERGENCY RADIO COMMUNICATION TO REACH & COORDINATE W/EMERGENCY RESPONDERS' Nanning �'. Renton, WA 98057 r \ 1 rr r �r fli4 \ .4 \ a �� --) `\ ti''`p; � :�'- \ -` \ '\ �\_ `\ -�_-� � � �,�• \�- \may\�,ti •�- ��: ♦ �_ �� . "Sr T�-r _ y�� ` _ � a � �'� �� .: � �, �.4.. �,� 4} tet. •r , •'`.��.4 ,c.. .`. 1 ~► � - �+,� .i RECEIPT EGO0054764 --40W00" �11T' 11 R 0 enton'�` 1055 Renton, WA 98057 Transaction Date. June 07, 2016 BILLING CONTACT Sarah Teleschow Odella Pacific Corporation 5506 6th Ave S , 202 Seattle, WA 98108 REFERENCE NUMBER FEE NAME TRANSACTION PAYMENT AMOUNT PAID TYPE METHOD LUA11 6-000418 PLAN - Environmental Review Fee Payment Credit Card $1,000.00 IM&WF. 'Woffl — 1� "I -1--n 50 IN --, PLAN - HE Conditional Use Fee Payment Credit Card $2,500.00 MW PLAN - Site Plan Review - HEX Fee Payment Credit Card $2,500.00 8, 4' RE 0: PLAN - Variance Fee Payment Credit Card $1,200.00 Technology Fee Fee Payment Credit Card $216.00 Nq 'u DO- "'41 Z 9101PPR' nor�'q-'qrrpr,� SUB TOTAL $7,416.00 TOTAL $7,416.00 Printed On: June 10, 2016 Prepared By: Matt Herrera Page 1 of 1