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SR_ERC_Report_Exhibits_CITC_LUA19-000214_v1
DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Project Location Map SR_ERC_CITC_LUA19-000214_v1 ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC Meeting Date: October 14, 2019 Project File Number: PR19-000382 Project Name: CITC Headquarters Land Use File Number: LUA19-000214, SA-H, CU-H, ECF, MOD Project Manager: Clark H. Close, Senior Planner Owner: CITC of Washington, 1930 116th Ave NE #201, Bellevue, WA 98004 Contact: Tim Rhodes or Josh Meharry, Rhodes Architecture + Light, 4218 SW Alaska St, Ste G, Seattle, WA 98116 Project Location: 1300 Bronson Way N, Renton, WA 98057 Project Summary: The applicant, Construction Industry Training Council (CITC), is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, and Environmental (SEPA) Review, to reuse a majority of the existing truck repair and parts depot building and add a partial second floor addition for CITC’s Headquarters and Campus. The proposal would redevelop the existing building at 1300 Bronson Way N into a new two-story 49,763 square feet facility. The 1.5-acre site includes six (6) contiguous parcels, four of which are zoned Commercial Arterial (CA) (APN’s 135230-0005, -0025, -0060, and -0071) are two (2) are zoned Residential-10 (R-10) (APN’s 135230-0045 and -0050). Access to the development would be from N 2nd St, Garden Ave N, Bronson Way N, and an alley that bisects the project from N 2nd St to Bronson Way N. The project would also include street frontage improvements, utility work, landscaping, 60 surface parking spaces, and a public plaza at the main entrance. No critical areas or significant trees are present on the project site. Construction is expected to begin in May 2020 and end by September 2021. The applicant is also requesting a street modification to reduce the width of the landscape strip on Garden Ave N and revise the width of right-of-way dedication along Bronson Way N. Exist. Bldg. Area SF: 31,041 SF Proposed New Bldg. Area (footprint): Proposed New Bldg. Area (gross): 31,041 SF 49,763 SF Site Area: 65,175 SF (1.5 acres) Total Building Area GSF: 49,763 SF STAFF RECOMMENDATION: Staff Recommends that the Environmental Review Committee issue a Determination of Non-Significance - Mitigated (DNS-M). Park Ave N N 2nd St Garden Ave N N 2nd St Meadow Ave N Factory Ave N City of Renton Department of Community & Economic Development CITC Headquarters Staff Report to the Environmental Review Committee LUA19-000214, SA-H, CU-H, ECF, MOD Report of October 14, 2019 Page 2 of 8 SR_ERC_CITC_LUA19-000214_v1 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: Issue a DNS-M with a 14-day Appeal Period. B. Mitigation Measures 1. The project construction shall comply with the recommendations found in the submitted Geotechnical Engineering Study, prepared by Geotech Consultants, Inc., dated April 26, 2019, and future addenda. 2. The applicant shall provide a No Further Action (or equivalent) letter from the voluntary cleanup program of the Washington State Department of Ecology (DOE) confirming compliance with the Model Toxics Control Act and any other applicable cleanup law prior to issuance of Temporary or Final Certificate of Occupancy. C. Exhibits Exhibit 1: Environmental Review Committee (ERC) Report Exhibit 2: Site Plan Exhibit 3: Drawing Cover Sheet Exhibit 4: Neighborhood Detail Map Exhibit 5: Topographic & Boundary Survey Exhibit 6: Landscape Plan Exhibit 7: Neighborhood Meeting Materials Exhibit 8: Tree Retention/Removal Plan Exhibit 9: Lighting Fixture Cut Sheets Exhibit 10: Technical Information Report, prepared by Dubin Environmental, dated September 16, 2019 Exhibit 11: Geotechnical Engineering Study, prepared by Geotech Consultants, Inc., dated April 26, 2019 Exhibit 12: Civil Construction Plans, prepared by HL Engineering, dated September 9, 2019 Exhibit 13: Cleanup Action Report, prepared by GeoEngineers, dated August 10, 2015 Exhibit 14: Initial Investigation Field Report, prepared by Washington State Department of Ecology (DOE), dated October 30, 2015 Exhibit 15: No Further Action (NFA) Determination, prepared by DOE, dated November 28, 2015 Exhibit 16: Phase I Environmental Site Assessment, prepared by Terracon Consultants, Inc., dated April 18, 2018 Exhibit 17: Limited Site Investigation, prepared by Terracon Consultants, Inc., dated August 8, 2018 Exhibit 18: Focused Site Characterization Report, prepared by GeoEngineers, dated May 9, 2019 City of Renton Department of Community & Economic Development CITC Headquarters Staff Report to the Environmental Review Committee LUA19-000214, SA-H, CU-H, ECF, MOD Report of October 14, 2019 Page 3 of 8 SR_ERC_CITC_LUA19-000214_v1 Exhibit 19: Proposed Approach to Address Contamination, prepared by GeoEngineers, dated June 4, 2019 Exhibit 20: Aquifer Closure Permit for Bryant Motors, prepared by Renton Public Works Department, dated July 25, 2019 Exhibit 21: Architectural Building Elevations Exhibit 22: Floor Plans Exhibit 23: Colored Maps for Display (Site Plan and Building Elevations) Exhibit 24: Screening Details/Elevations Exhibit 25: Comment email from Watts Exhibit 26: Staff Response to Public Comment Exhibit 27: Comment email from Washington State Department of Transportation (WSDOT) – NW Region Development Services Exhibit 28: Staff Response to WSDOT Comments Exhibit 29: Traffic Analysis, prepared by Gibson Traffic Consultants, Inc., dated June 15, 2018 Exhibit 30: Environmental (SEPA) Checklist, dated September 4, 2019 Exhibit 31: Construction Mitigation Description Exhibit 32: Preliminary Traffic Control Plan Exhibit 33: Traffic Concurrency Test Memorandum, prepared by City of Renton Development Engineering Manager, dated October 10, 2019 Exhibit 34: Street Modification Request Exhibit 35: Advisory Notes D. 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. Earth Impacts: According to the applicant’s Geotechnical Engineering Study, prepared by Geotech Consultants, Inc. (GCI), dated April 26, 2019 (Exhibit 11) the sub-surface soil conditions consist of approximately 8-10 feet of loose to medium-dense (mostly loose) sandy silt and un-engineered fill, underlain by native sand and gravel soils to a depth of 52 feet. The onsite sand and gravel vary in denseness from medium-dense to very dense. The geotechnical engineer revealed the groundwater table at depths of 17 feet. The existing building was found to be constructed in sections – 1947, 1962, and 1967. The structure was constructed as a slab-on-grade similar to the surrounding flat grade. The one-story building generally has CMU walls underlain with concrete foundations. GCI believes that conventional footings underlie the foundations at shallow depth and it appears that the top-of-footing exists at a depth of about 8 inches on the northern side of the building. GCI also observed numerous vertical cracks in the CMU walls and concrete foundations from the exterior of the building due to the shallow footings (less than 18 inches deep) bearing on loose soil. As a result, GCI believes a low bearing capacity of 1,000 psf should be assumed for the existing footings. City of Renton Department of Community & Economic Development CITC Headquarters Staff Report to the Environmental Review Committee LUA19-000214, SA-H, CU-H, ECF, MOD Report of October 14, 2019 Page 4 of 8 SR_ERC_CITC_LUA19-000214_v1 On April 11, 2019, two (2) test borings were performed by GCI using a trailer-mounted, hollow-stem auger drill. Samples were taken at approximately 2.5 to 5-foot intervals. According to GCI, the test borings indicate that the sandy soil below the groundwater table very from medium-dense to very dense. Only the medium-dense layers have a potential to liquefy during an earthquake and there is only a relatively low potential of seismic liquefaction at the site with 1 to 2.5 inches of ground settlement during an earthquake. The structural analysis should also include a potential for up to approximately 1.5 inches of differential settlement between building columns to account for liquefaction settlement that could occur during a maximum considered earthquake event. If the low bearing capacity is not suitable for the foundation of the updated building, then using driven pipe poles to support building loads is the next alternative. GCI is recommending that the building be founded on only one foundation type, be that footings or driven pipe piles. The two foundation types should not be intermixed for this building because of the potential for differential settlement and reactions to long-term settlement and potential for an earthquake event. GCI recommends that any new, continuous and individual spread footings have minimum widths of 16 to 24 inches, respectively. Exterior footing should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The building floors can be constructed on slabs-on-grade atop or on structural fill. According to the SEPA Environmental Checklist, the applicant is proposing approximately 288 cubic yards of soil excavation activities due to the proposed placement of new concrete foundations (Exhibit 30). All excavation activities would occur inside of the existing structure. The project site would be 79 percent (79%) impervious area upon completion. Grading, erosion and sediment control standards of RMC 4-4-060 would mitigate dust, slope, and runoff impacts. The geotechnical report provided discussion and recommendations for site preparation and earthwork, foundations, retaining walls, slab- on-grade construction, excavations and slop, and drainage. Due to the geotechnical recommendations included in the provided report and to mitigate for potential impacts the project proposal could have on the site resulting from project construction, staff recommends as a mitigation measure that the project construction comply with the recommendations found in the submitted Geotechnical Engineering Study, prepared by Geotech Consultants, Inc., dated April 26, 2019, and future addenda. Mitigation Measures: The project construction shall comply with the recommendations found in the submitted Geotechnical Engineering Study, prepared by Geotech Consultants, Inc., dated April 26, 2019, and future addenda. Nexus: State Environmental Policy Act (SEPA) Environmental Review; RMC 4-4-060 Grading, Excavation and Mining Regulations. 2. Air Impacts: It is anticipated that some short-term air quality impacts could be associated with site work and building construction required to develop this site. Project development impacts during construction may include dust as a result of grading and exhaust from construction vehicles and equipment. Dust control would be mitigated through the use of temporary erosion control measures or other common dust control measures to remediate impacts as needed. Long-term impacts would result from vehicular related traffic. Mitigation Measures: No further mitigation is recommended. Nexus: Not applicable. 3. Water a. Storm Water Impacts: The applicant submitted a Technical Information Report (TIR), prepared by Dubin Environmental, dated September 16, 2019 (Exhibit 10) with the project application. The TIR provides the technical information and design analysis required for developing the Stormwater Drainage and City of Renton Department of Community & Economic Development CITC Headquarters Staff Report to the Environmental Review Committee LUA19-000214, SA-H, CU-H, ECF, MOD Report of October 14, 2019 Page 5 of 8 SR_ERC_CITC_LUA19-000214_v1 Temporary Erosion and Sedimentation Control (TESC) Plans for the project and the stormwater design for the project was based on the requirements set forth by the 2017 City of Renton Surface Water Design Manual (2017 RSWDM). The 1.5-acres designated project development site (formerly the Bryant Motors building) has and overall gentle topography with slopes generally moving from south to north (Exhibits 4 and 5). A public alley through the center of the site bisects the exiting building and the proposed future surface parking lot. The project area contains an 8-inch diameter sanitary sewer and 12-inch diameter storm drain (Exhibit 12). Stormwater is conveyed to N 2nd St, westward along N 2nd St to Wells Ave S, and then southward to an outfall into the Cedar River. According to the TIR, there are no existing flow control facilities on the project site. The project is located in an aquifer protection zone 1 and no onsite infiltration of treated stormwater runoff, dispersion and permeable pavement is permitted as a result. This limits the available best management practices (BMPs) for stormwater control. The project would be subject to Enhanced Basic Water Quality Treatment and would be exempt from flow control requirements via a direct discharge exemption. Based on the feasibility/infeasibility review, bioretention is the only technology for meeting these water quality treatment requirements. The east parcels contain pollution generating surfaces that would be graded to drain to the onsite bioretention facility and the bioretention facility is expected to filter more than 91 percent of annual runoff. All bioretention outflows and stormwater runoff would be conveyed through the City’s piped storm drainage system from the site to the Cedar River, located approximately 1,700 feet downstream of the subject property. The project site would contain approximately 1.6 acres of impervious surfaces and bioretention facilities, and the project’s engineer estimates the total stormwater discharge would be approximately 200,000 cubic feet per year. The final drainage plan and drainage report would be submitted with the civil construction permit application. It is anticipated that the requirements set forth by the 2017 City of Renton Surface Water Design Manual (2017 RSWDM) would be sufficient to mitigate stormwater impacts generated by the proposed development. Mitigation Measures: No further mitigation is recommended. Nexus: Not applicable. 4. Environmental Health a. Noise Impacts: Short-term construction activity-related noise impacts would primarily result from the preparation of the building site and improvements made to the existing building. Construction activity hours are 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. Haul hours shall be restricted to the hours between eight-thirty (8:30) a.m. and three-thirty (3:30) p.m., Monday through Friday unless otherwise approved in advance by the Development Services Division. The applicant has indicated that construction workers could ultimately arrive at the site prior to standard start time; however, noisy set-up activities would be expressly prohibited prior to 7:00 a.m. (Exhibit 31). According to the SEPA Checklist, the demolition and construction work would initially begin inside the existing building for as long as possible, which would mitigate sound for neighboring properties. All noise levels would be required to comply with City of Renton code (Chapter 7 Noise Level Regulations) and Washington State code (WAC 173-60-040). The anticipated temporary noise impacts would be those commonly associated with a trade school. Therefore, typical noise levels from CITC are anticipated to result in a less-than-significant noise impact. Mitigation Measures: No further mitigation is recommended. City of Renton Department of Community & Economic Development CITC Headquarters Staff Report to the Environmental Review Committee LUA19-000214, SA-H, CU-H, ECF, MOD Report of October 14, 2019 Page 6 of 8 SR_ERC_CITC_LUA19-000214_v1 Nexus: Not applicable. 5. Environmental Health b. Environmental Health Hazards Impacts: The applicant submitted a Phase I Environmental Site Assessment, prepared by Terracon Consultants, dated April 18, 2018 (Exhibit 16) with the project application. In addition, the applicant submitted a Cleanup Action Report, prepared by GeoEngineers, dated August 10, 2015 (Exhibit 13); Initial Investigation Field Report, prepared by Washington State Department of Ecology (DOE), dated October 30, 2015 (Exhibit 14); No Further Action (NFA) Determination, prepared by DOE, dated November 28, 2015 (Exhibit 15); Limited Site Investigation, prepared by Terracon Consultants, Inc., dated August 8, 2018 (Exhibit 17); Focused Site Characterization Report, prepared by GeoEngineers, dated May 9, 2019 (Exhibit 18); Proposed Approach to Address Contamination, prepared by GeoEngineers, dated June 4, 2019 (Exhibit 19); and Aquifer Closure Permit for Bryant Motors, prepared by Renton Public Works Department, dated July 25, 2019 (Exhibit 20). The project site was historically the site of a gasoline stations with multiple underground storage tanks known to exist on site, including abandoned underground storage tanks, waste oil vault, wash sumps, and possible heating oil tanks on old residential properties which were decommissioned in place. According to Exhibit 19, cleanup to remove the USTs and the gasoline-range hydrocarbons in the soils began in the 1980s. Residual contamination in soil and groundwater persisted and was subsequently identified during subsurface explorations completed in 2018 and 2019. The contaminated soil samples included gasoline-range hydrocarbons at concentrations greater than the Model Toxics Control Act (MTCA) Method A cleanup levels. Based on chemical analytical data and field screening results, contamination was found approximately 20- and 25-feet below ground surface (bgs) in the southwestern corner of the property. As part of the remediation effort, if any petroleum-impaired soils are found during future excavation they would be safely removed and replaced with contamination free soils, as recommended in the Environmental Reports. To mitigate for potential impacts that the project proposal could have on the project site resulting from the project construction, staff recommends as a mitigation measure that the applicant provide a No Further Action (or equivalent) letter from the voluntary cleanup program of the Washington State Department of Ecology (DOE) confirming compliance with the Model Toxics Control Act and any other applicable cleanup law prior to issuance of Temporary or Final Certificate of Occupancy. According to the Initial Investigation Field Report, during building renovations, three hydraulic hoists (installed in 1968) were removed from within the building. Soil characterization conducted in 2015 revealed lube-oil range hydrocarbons in two of three soil samples at 5,900 ppm and 27,000 ppm. Diesel-range hydrocarbons were above MTCA Method A in one of three samples, at 3,500 ppm. Soil samples were also analyzed for PCBs, cPAHs, naphthalenes and RCRA metals. Results for PCBs, cPAHs, naphthalenes and RCRA metals were either non-detect or less than the applicable MTCA cleanup levels. Excavation and off-site disposal were the selected cleanup alternative. Roughly 236.7 tons of impacted soils were removed from the site for permitted disposal. Confirmation samples obtained at the final limits of the excavation were below MTCA Method A cleanup levels. The existing facility on the subject properties are located within Zone 1 of the City’s Aquifer Protection Area (APA). As a result, a Closure Permit is required for all facilities located in Zone 1 of the City’s Aquifer Protection Area. City reviewed and approved with conditions an Application for Facility Closure Permit with respect to the requirements of RMC 4-9-015.F, Aquifer Protection Area Closure Permits (Exhibit 20). See Aquifer Closure Permit for Bryant Motors, prepared by Renton Public Works Department, for more information on conditions of approval. Mitigation Measures: The applicant shall provide a No Further Action (or equivalent) letter from the voluntary cleanup program of the Washington State Department of Ecology (DOE) confirming City of Renton Department of Community & Economic Development CITC Headquarters Staff Report to the Environmental Review Committee LUA19-000214, SA-H, CU-H, ECF, MOD Report of October 14, 2019 Page 7 of 9 SR_ERC_CITC_LUA19-000214_v1 compliance with the Model Toxics Control Act and any other applicable cleanup law prior to issuance of Temporary or Final Certificate of Occupancy. Nexus: State Environmental Policy Act (SEPA) Environmental Review; RCW 70.105D Hazardous Waste Cleanup–Model Toxics Control Act. 6. Aesthetics Impacts: The applicant is proposing a two-story 49,763 square feet structure or CITC’s Headquarters and Campus (Exhibit 3). The development would reuse a majority of the existing truck repair and parts depot building as the starting point for property redevelopment. CITC would add to the existing first story building to reach a height of 41’-6” to the top of the roof monitor (Exhibits 21-23). Other building improvements would include a large expanse of curtain wall glazing fronting an interior 2-level entrance atrium, a second level step back of at least 15 feet from the west and north property lines, upper level mass jogs in and out to break down the perceived scale, horizontal metal siding (13” panels with 2” reveals), vertical corrugated metal siding. Other site improvements include a paved surface parking along Meadow Ave N, a public plaza at the corner of Bronson Way N and Garden Ave N, a green screen (planted wall) at the northern elevation to soften the aesthetic impact of the building for residential properties on N 2nd St, landscaping, and other human scale elements (Exhibits 6, 23 and 24). Mitigation Measures: No further mitigation is recommended. Nexus: Not applicable. 7. Light and Glare Impacts: The addition of new or replaced light sources on the subject property would increase the light and glare in the area and could introduce local light impacts if not properly designed. Onsite lighting would include interior and exterior building lighting, accent lighting, pole mounted lighting, and parking area lighting (Exhibit 9). According to the applicant, lighting for the project is being carefully and thoughtfully designed to conform to the City of Renton exterior lighting standards. Interior and exterior lighting would also be enabled with dimming control for specific area light level adjustability. Photometric calculations would be employed to ensure that glare and light spill are not present with this project. As previously indicated, all lighting proposed for the project would be consistent with applicable lighting regulations, including house-side shields (where appropriate) to maintain zero light spill onto adjoining properties. Mitigation Measures: No further mitigation is recommended. Nexus: Not applicable. 8. Transportation Impacts: A Traffic Analysis, prepared by Gibson Traffic Consultants, Inc., dated June 15, 2018 (Exhibit 29), was submitted with the project application. The submitted report indicated that the CITC site is not anticipating to generate any new daily AM peak-hour or PM peak-hour trips. The proposed redevelopment project would replace the 32,951 SF automobile parts and service center that is currently on the site. The trip generation shows that the CITC development is anticipated to generate a reduction of approximately 310 net new average weekday daily trips. During the weekday AM peak hour, the project would generate a reduction of approximately 43 net new trips (-29 inbound and -14 outbound). During the weekday PM peak hour, the project would generate a reduction of approximately 52 net new trips (-12 inbound and -40 outbound). The change in trip generation is summarized in the Table 1. Table 1: Change in Trip Generation (Exhibit 29) Use Average Daily Trips AM Peak-Hour Trips PM Peak-Hour Trips City of Renton Department of Community & Economic Development CITC Headquarters Staff Report to the Environmental Review Committee LUA19-000214, SA-H, CU-H, ECF, MOD Report of October 14, 2019 Page 8 of 8 SR_ERC_CITC_LUA19-000214_v1 Inbound Outbound Total Inbound Outbound Total Inbound Outbound Total CITC (New) 113 113 226 18 4 22 18 4 22 Auto Parts & Service (Removed) -268 -268 -536 -47 -18 -65 -30 -44 -74 NEW TRIPS -155 -155 -310 -29 -14 -43 -12 -40 -52 The trip generation shows that the CITC Renton development is anticipated to generate fewer daily, AM peak-hour and PM peak-hour trips than the former automobile parts and service use. As a result, the Traffic Analysis suggests that CITC should not be required to pay transportation impact fees. The project lies within a break in SR 900 and Washington State Department of Transportation has fully turned over jurisdiction to the City of Renton (Exhibit 27). The proposal has passed the City’s Traffic Concurrency Test per RMC 4-6-070.D, which is based upon a test of the citywide Transportation Plan, consideration of growth levels included in the LOS-tested Transportation Plan, and future payment of any applicable Transportation Impact Fees (Exhibit 33). The applicant is requesting a modification from street frontage improvements to reduce the width of the landscape strip on Garden Ave N and revise the width of right-of-way dedication along Bronson Way N (Exhibit 34). Given that the existing building is proposed to remain, there would be no opportunity to provide right-of-way dedication to the City that would allow for a standard landscape strip width on Garden Ave N. Therefore, the applicant is proposing a cross section that would consist of a one-half foot (0.5’) vertical curb, a seven and one-half foot (7.5’) landscape strip, and a five foot (5’) wide sidewalk. With regards to Bronson Way N, the existing face of curb and existing property lines are not concentric, in order to hold the existing curb line, the applicant would be require a variable width dedication along Bronson Way N (Exhibit 35). It is anticipated that the project would be mitigated with the construction of frontage improvements. Mitigation Measures: No further mitigation is recommended. Nexus: Not applicable. E. 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 (Exhibit 35).” 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 November 1, 2019. 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. CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT STAFF REPORT TO THE ENVIRONMENTAL REVIEW COMMITTEE EXHIBITS Project Name: CITC Headquarters Land Use File Number: LUA19-000214, SA-H, CU-H, ECF, MOD Date of Meeting October 14, 2019 Staff Contact Clark H. Close Senior Planner Project Contact/Applicant Tim Rhodes or Josh Meharry Rhodes Architecture + Light 4218 SW Alaska St, Ste G, Seattle, WA 98116 Project Location 1300 Bronson Way N, Renton, WA 98057 The following exhibits are included with the ERC Report: Exhibit 1: Environmental Review Committee (ERC) Report Exhibit 2: Site Plan Exhibit 3: Drawing Cover Sheet Exhibit 4: Neighborhood Detail Map Exhibit 5: Topographic & Boundary Survey Exhibit 6: Landscape Plan Exhibit 7: Neighborhood Meeting Materials Exhibit 8: Tree Retention/Removal Plan Exhibit 9: Lighting Fixture Cut Sheets Exhibit 10: Technical Information Report, prepared by Dubin Environmental, dated September 16, 2019 Exhibit 11: Geotechnical Engineering Study, prepared by Geotech Consultants, Inc., dated April 26, 2019 Exhibit 12: Civil Construction Plans, prepared by HL Engineering, dated September 9, 2019 Exhibit 13: Cleanup Action Report, prepared by GeoEngineers, dated August 10, 2015 Exhibit 14: Initial Investigation Field Report, prepared by Washington State Department of Ecology (DOE), dated October 30, 2015 Exhibit 15: No Further Action (NFA) Determination, prepared by DOE, dated November 28, 2015 Exhibit 16: Phase I Environmental Site Assessment, prepared by Terracon Consultants, Inc., dated April 18, 2018 Exhibit 17: Limited Site Investigation, prepared by Terracon Consultants, Inc., dated August 8, 2018 Exhibit 18: Focused Site Characterization Report, prepared by GeoEngineers, dated May 9, 2019 Exhibit 19: Proposed Approach to Address Contamination, prepared by GeoEngineers, dated June 4, 2019 Exhibit 20: Aquifer Closure Permit for Bryant Motors, prepared by Renton Public Works Department, dated July 25, 2019 Exhibit 21: Architectural Building Elevations City of Renton Department of Community & Economic Development CITC Headquarters Staff Report to the Environmental Review Committee LUA19-000214, SA-H, CU-H, ECF, MOD Report of October 14, 2019 Page 10 of 2 SR_ERC_CITC_LUA19-000214_v1 Exhibit 22: Floor Plans Exhibit 23: Colored Maps for Display (Site Plan and Building Elevations) Exhibit 24: Screening Details/Elevations Exhibit 25: Comment email from Watts Exhibit 26: Staff Response to Public Comment Exhibit 27: Comment email from Washington State Department of Transportation (WSDOT) – NW Region Development Services Exhibit 28: Staff Response to WSDOT Comments Exhibit 29: Traffic Analysis, prepared by Gibson Traffic Consultants, Inc., dated June 15, 2018 Exhibit 30: Environmental (SEPA) Checklist, dated September 4, 2019 Exhibit 31: Construction Mitigation Description Exhibit 32: Preliminary Traffic Control Plan Exhibit 33: Traffic Concurrency Test Memorandum, prepared by City of Renton Development Engineering Manager, dated October 10, 2019 Exhibit 34: Street Modification Request Exhibit 35: Advisory Notes ENTRYACCESSACCESSPARCEL CAPN: 1352300045LOT 9PARCEL D APN:1352300050LOT 10PARCEL E LOT 11PARCEL E LOT 12PARCEL E LOT 13PARCEL ELOT 14PARCEL E LOT 15PARCEL ELOT 16PARCEL B LOT 8PARCEL B LOT 7PARCEL B LOT 6PARCEL B LOT 5PARCEL A LOT 4PARCEL ALOT 3PARCEL A LOT 2PARCEL A LOT 1GARDEN AVE NN 2ND ST.MEADOW AVE NB R O N S O N W A Y N ADJACENTRESIDENTIAL ZONE15'-0" S.B.ADJACENTCOMMERCIAL ZONE0'-0" S.B.1300 BRONSON WAY N.3212'-0" LANDSCAPINGWALK5'-0"BIO-RETENTION11'-10"20'-0"24'-0"20'-0"BUFFER10'-0" LANDSCAPE08 10 11 120913 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 2930313637383940414243444546474850515260 59 58 57 56 55 5354N WE S 0'10'20'40'80'PUBLIC ALLEY~1825 SF. BIO-RETENTION PLANTER 333402 03 04 05 06 0749013534TRASH ENCLOSURETRANSFORMER VAULT/ BREAK AREALANDSCAPE12'-8 1/2"234'-0"24'-0" 20'-0"1'-5" 2'-7" 89'-3 3/8" 10'-0" 49'-0 1/2" 38'-9 1/2" 56'-2 7/8" 24'-0" 42'-5 7/8"LANDSCAPE BUFFER10'-0"SHIFT1'-2 7/8"15'-0"SHIFT1'-0"ACCESS EXIT ONE WAY PARKING LOT 60 STALLS1'-4 7/8"5'-0" WALK8'-0" LANDSCAPELANDSCAPE8'-0"WALK8'-0"LANDSCAPE7'-6"WALK5'-0"LANDSCAPE8'-3 5/8"WALK5'-0"10'-0" REQ. LANDSCAPE BUFFER @ STREET ROW'S (PER RMC 4-4-070-F-1)ACCESSACCESSBUFFER10' LANDSCAPE INTERIOR PARKING LOT LANDSCAPING MIN. 25SF PER PARKING STALL (PER RMC 4-4-070-5b)PROPOSED 12" SHIFT EAST OF PROPERTY LINES AT BOTH SIDES OF ALLEYPUBLIC PLAZA PER RMC 4-3-100, REFER TO PLAZA AREA AND CALCULATION BELOWGREENWALL PER FLOOR PLAN + ELEVATIONS. REEFER TO LANDSCAPE FOR PLANT SPECIES30'-8 3/8" 14'-3 3/4"306'-0 7/8"56'-2 1/2"5'-0"175'-0"5'-0" 24'-6"SETBACK15'-0"16'-0" ALLEY33'-7"60'-11"39'-0"12'-9 3/8"2"103'-8 7/8"1 1/2"ALLEY16'-0" PUBLIC 101'-10"14'-4 7/8"SETBACK15'-0"SETBACK15'-0"UPPER LEVEL ABV. (SHOWN DASHED)UPPER LEVEL (SHOWN DASHED)15'-0" MIN. SETBACK PROVIDED AT NEW UPPER LEVEL PER RMC 4-2-120A. WHERE LOT ABUTS ADJACENT LOT ZONED AS RESIDENTIALADJACENTRESIDENTIAL ZONE15'-0" S.B.A1.101PROPERTY AREA VACATED FOR ADA RAMP, PER CIVILA1.121A1.131EXISTING LOWER LEVEL BUILDING FOOTPRINT, TO REMAINPROJECT INFORMATIONADDRESS:1300 BRONSON WAY N. RENTON, WASHINGTONTAX ASSESSOR PARCEL NUMBERS:1352300005, 1352300025, 1352300045, 1352300050, 1352300060, & 1352300071PROJECT NUMBER:NOT ASSIGNEDPROJECT DESCRIPTION:ADAPTIVE REUSE OF EXISTING 32,681SF BUILDING, WITH NEW SECOND LEVEL ADDITION INCLUDING A FULLY SCREENED ROOFTOP MECHANICAL AREA AND (4) ROOF DECK AREAS. SITE WORK INCLUDES NEW SURFACE PARKING LOT, LANDSCAPING AREAS, PUBLIC PLAZA, STREET AND PARKING LOT LIGHTING, NEW SIDEWALKS AND CURBS, UTILITY UNDERGROUNDING AND STREET REPAVING/ RESURFACING.LEGAL DESCRIPTION:LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON.TOTAL LOT AREA:65,175.62 SF (1.496 ACRES)PUBLIC PLAZA CALCULATIONS:PLAZA AREA:MINIMUM AREA (PER RMC 4-3-100)1% SITE AREA + 1% GROSS BUILDING AREA651.75 SF SITE + 497.63 SF BUILDING = 1149.38 SF MIN PLAZA AREA 1490 SF (PLAZA HARDSCAPE) + 1948 SF (PLAZA LANDSCAPING) = 3438 SF (TOTAL PLAZA AREA)3438 SF PROPOSED PLAZA > 1149.38 SF REQUIRED PLAZABENCHES:(PER RMC 4030199)3 LINEAR FEET OF BENCH TO BE PROVIDED PER 60S.F. OF PLAZA OPEN AREA.(1490S.F. / 60S.F.) X 3LF= 57.45 L.F. (MIN.)58.5 L.F. (PROPOSED > 57.45 (REQUIRED)BUILDING CODE INFORMATION:JURISDICTION:CITY OF RENTONAPPLICABLE CODES:ZONING CODE: RENTON MUNICIPAL CODE (TITLE IV)BUILDING CODE: 2015 INTERNATIONAL BUILDING CODEFIRE CODE: 2015 INTERNATIONAL FIRE CODEMECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODEPLUMBING CODE: 2015 INTERNATIONAL PLUMBING CODEELECTRICAL CODE: 2015 INTERNATIONAL ELECTRICAL CODEENERGY CODE: 2015 WASHINGTON STATE ENERGY CODECODE INFORMATION:CONSTRUCTION TYPE: TYPE IV (HEAVY TIMBER)OCCUPANCY: BUSINESS GROUP BUSES: EDUCATION (OVER 12TH GRADE), TRAINING AND SKILL DEVELOPMENT, ADMINISTRATIVE OFFICES.ZONING CODE INFORMATION:ZONES: CA (COMMERCIAL ARTERIAL), - LOTS 1-8, 12-16R-8 (RESIDENTIAL - 8 DU/AC), - LOTS 9,10,11LOT COVERAGE (MAX.): 65%HEIGHT LIMIT: 50'-0" ABOVE AVERAGE GRADEYARD REQUIREMENTS: FRONT: 20 ftSIDE: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)REAR: NONE (15FT. IF ABUTTING RESIDENTIAL ZONE)ENVIRONMENTAL INFORMATION:CRITICAL AREAS: AQUIFER PROTECTION ZONEGENERAL SITE NOTES:1. REFER TO CIVIL ENGINEERING SHEETS FOR RIGHT OF WAY IMPROVEMENTS, SITE GRADING, UTILITIES, AND DRAINAGE WORK.2. REFER TO LANDSCAPE SHEETS FOR LANDSCAPE DESIGN, PLANTS SPECIES AND IRRIGATION INFORMATION.3. REFER TO LIGHTING SHEETS FOR ALL EXTERIOR SITE LIGHTING ON PRIVATE PROPERTY.4. REFER TO SURVEY FOR EXISTING PROPERTY INFORMATION AND PROPERTY LINE DIMENSIONS.SITE AREA LEGENDASPHALT ROAD PAVEMENTSIDE WALKSSITE LANDSCAPINGINTERIOR PARKING LANDSCAPINGPEDESTRIAN CROSSING PAVINGNOTE: REFER TO SHEET A6.20 FOR ADDITIONAL MATERIAL INFORMATIONGENERAL SITE NOTES:EXISTING BUILDING FOOTPRINT40'-8"41'-0"43'-3"42'-4"41'-1" + 43'-3" + 42'-4" + 40'-8" = 167'-4"167'-4" / 4 = 41'-10"EXISTING AVERAGE GRADE = 41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUELAND USE PERMITAPPLICATIONA1.00Site Plan1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161" = 20'-0"1Site PlanLANDSCAPE AREACALCULATIONSNAME AREAPARKING LOT INTERIOR LANDSCAPINGBIO RETENTION PLANTER 1,824 SFINTERIOR LANDSCAPE 3,014 SF4,839 SFPARKING LOT LANDSCAPE BUFFERLANDSCAPE BUFFER 5,314 SF5,314 SFPLAZAPLAZA HARDSCAPE 1,490 SFPLAZA LANDSCAPE 1,948 SF3,438 SFRIGHT OF WAY LANDSCAPER.O.W. LANDSCAPE 8,004 SF8,004 SF21,595 SF• PER RMC 4-4-070-F-1; 10'-0" OF ON-SITE LANDSCAPING IS REQUIRED ALONG ALL PUBLIC STREET FRONTAGES• PER RMC 4-4-070-F-5b MIN. INTERIOR LANDSCAPE 25 SF. PER PARKING STALL60 PARKING STALLS * 25 SF = 1500 SF4,891 SF > 1500 SF THEREFORE OKGROSS FLOOR AREASLEVELAREALEVEL 131,041 SFLEVEL 218,339 SFMEZZANINE383 SFGrand total: 4 49,763 SFSITE AREACALCULATIONSNAME AREAACCESSORIES STRUCTURESTRANSFORMER VAULT/ BREAK AREA 358 SFTRASH ENCLOSER 427 SF785 SFBUILDINGBUILDING FOOTPRINT 31,227 SF31,227 SFLANDSCAPEBIO RETENTION PLANTER 1,824 SFINTERIOR LANDSCAPE 3,014 SFLANDSCAPE BUFFER 5,314 SFR.O.W. LANDSCAPE 8,004 SF18,157 SFPARKINGPARKING LOT HARDSCAPE 18,534 SF18,534 SFPLAZAPLAZA HARDSCAPE 1,490 SFPLAZA LANDSCAPE 1,948 SF3,438 SFWALKSR.O.W. HARDSCAPE 7,185 SFWALKS 2,072 SF9,257 SF81,397 SFEXTERIOR MATERIAL LEGENDKEYNOTE MATERIAL03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDING07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS32 EXTERIOR IMPROVEMENTS32 14 16 EXTERIOR BRICK PAVER32 15 40 DECOMPOSED GRANITE GROUNDCOVER32 33 43.13 WOOD EXTERIOR SITE BENCH32 39 13 BOLLARD32 94 33 STEEL PLANTER32 94 43 CORTEN TREE GRATINGSEE SHEETS A6.20 FOR ADDITIONAL SCHEDULES & DIAGRAMSA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION © 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONLAND USE PERMIT APPLICATION 2019.09.16G0.00Cover Sheet1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.16CITC HEADQUARTERS1300 Bronson Way N. Renton,WA 98057A 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION CITC HEADQUARTERS 2,400 400 LEGEND Feet 0 136272 272 City of Renton Boundary Addresses Parcels County Admin Area Incorporated King County County Background RoadCenterline_9K Freeway, Ground Level Freeway, First Level Highway/Major, Ground Level Highway/Major, First Level Minor/Local, Ground Level Local/Minor, Second Level Local/Major Subsurface Local/ Minor,First Level Service, Ground Level Other, Subsurface Ramp, First Level Ramp, Ground Level Ramp, Subsurface Trees Building Footprints Building Footprint Drop Shadow Railroad Trails and Paths Pavement Marking Lines Edge line Parking Street Pavement Parking Lot Parking Walking Path Landscape Areas Sand Grass AirportPoly Renton Airport Runway Renton Municipal Airport WaterBodies Waterlines Pipe River Stream MDOW Hillshade High : 255 Low : 0 Park&Openspace NEIGHBORHOOD DETAIL MAP - 1” = 200’SITE STEEP SLOPE/BUFFER DISCLAIMER:CITC RENTON TOPOGRAPHIC & BOUNDARY SURVEY TOPOGRAPHIC & BOUNDARY SURVEYBASIS OF BEARINGSLEGAL DESCRIPTIONVERTICAL DATUMSURVEYOR'S NOTESLEGENDVICINITY MAPN.T.S.REFERENCESN.T.S.CONTROL MAPDocuSign Envelope ID: A03DFDEA-191F-4ECC-BDBC-643092F3BD4E 42 42414142424141 4 3 43 42414241 4343ENTRY ACCESSACCESSACCESSEXITONE WAYACCESSACCESSGARDEN AVE NN 2ND ST.MEADOW AVE NBRONSON WAY NRESIDENTIAL ZONE15'-0" S.B.COMMERCIAL ZONE0'-0" S.B.1300 BRONSONWAY N.PUBLIC ALLEYBLDG. HEIGHT = 42'-10"P-11/2" = 1'-0"2'-0"P-23/4" = 1'-0"SECTION VIEW1" = 1'P-3NWES0'8'16'32'64'Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUELAND USE APPLICATIONL1.01Landscape Plan1300 Bronson Way N.Renton,WA 98057CITC RENTONELEL240042019.09.05A2019.09.16Renton Land Use Permit Application CITC OF WASHINGTON HEADQUARTERS NEIGHBORHOOD MEETING AUGUST 29TH, 2019 NWES0'8'16'32'64'Date:Project Number:Sheet Number:Sheet Title:Project Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATEISSUELAND USE APPLICATIONL1.00Tree Retention/Removal Plan1300 Bronson Way N.Renton,WA 98057CITC RENTONELEL240042019.09.04A2019.09.16Renton Land Use Permit Application Note: This Fixture Cut is for information only. Refer to Specs for all part numbers, lamps, finishes, etc. CITC RENTON Seattle, WA Fixture Type: E1X, E1AX, E1BX FIXTURE CUT SHEETS GLEON GALLEON LED 1-10 Light Squares Solid State LED AREA/SITE LUMINAIRE McGraw-Edison SPECIFICATION FEATURES Construction Extruded aluminum driver enclosure thermally isolated from Light Squares for optimal thermal performance. Heavy-wall, die- cast aluminum end caps enclose housing and die-cast aluminum heat sinks. A unique, patent pending interlocking housing and heat sink provides scalability with superior structural rigidity. 3G vibration tested and rated. Optional tool-less hardware available for ease of entry into electrical chamber. Housing is IP66 rated. Optics Patented, high-efficiency injection-molded AccuLED Optics technology. Optics are precisely designed to shape the distribution maximizing efficiency and application spacing. AccuLED Optics create consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT 70 CRI. Optional 3000K, 5000K and 6000K CCT. Electrical LED drivers are mounted to removable tray assembly for ease of maintenance. 120-277V 50/60Hz, 347V 60Hz or 480V 60Hz operation. 480V is compatible for use with 480V Wye systems only. Standard with 0-10V dimming. Shipped standard with Eaton proprietary circuit module designed to withstand 10kV of transient line surge. The Galleon LED luminaire is suitable for operation in -40°C to 40°C ambient environments. For applications with ambient temperatures exceeding 40°C, specify the HA (High Ambient) option. Light Squares are IP66 rated. Greater than 90% lumen maintenance expected at 60,000 hours. Available in standard 1A drive current and optional 600mA, 800mA and 1200mA drive currents (nominal). Mounting STANDARD ARM MOUNT: Extruded aluminum arm includes internal bolt guides allowing for easy positioning of fixture during mounting. When mounting two or more luminaires at 90° and 120° apart, the EA extended arm may be required. Refer to the arm mounting requirement table. Round pole adapter included. For wall mounting, specify wall mount bracket option. QUICK MOUNT ARM: Adapter is bolted directly to the pole. Quick mount arm slide into place on the adapter and is secured via two screws, facilitating quick and easy installation. The versatile, patent pending, quick mount arm accommodates multiple drill patterns ranging from 1-1/2" to 4-7/8". Removal of the door on the quick mount arm enables wiring of the fixture without having to access the driver compartment. A knock-out enables round pole mounting. Finish Housing finished in super durable TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Heat sink is powder coated black. Standard housing colors include black, bronze, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. TD500020EN July 23, 2019 2:40 PM The Galleon™ LED luminaire delivers exceptional performance in a highly scalable, low-profile design. Patented, high-efficiency AccuLED Optics™ system provides uniform and energy conscious illumination to walkways, parking lots, roadways, building areas and security lighting applications. IP66 rated and UL/cUL Listed for wet locations. DESCRIPTION *www.designlights.org SY S T EM S C ERTI F IE DCERTIFICATION DATA 3G Vibration Rated DesignLights Consortium® Qualified* IP66 Rated ISO 9001 LM79 / LM80 Compliant UL/cUL Wet Location Listed ENERGY DATA Electronic LED Driver >0.9 Power Factor <20% Total Harmonic Distortion 120V-277V 50/60Hz 347V, 480V 60Hz -40°C Min. Temperature 40°C Max. Temperature 50°C Max. Temperature (HA Option) Catalog # Type Date Project Comments Prepared by TYPE "N" 3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2" [51mm] DRILLING PATTERN "A" 3-15/16" [100mm] 21-3/4" [553mm]"B" DIMENSIONS DIMENSION DATA Number of Light Squares "A" Width "B" Standard Arm Length "B" Optional Arm Length 1 Weight with Arm (lbs.) EPA with Arm 2 (Sq. Ft.) 1-4 15-1/2" (394mm) 7" (178mm) 10" (254mm) 33 (15.0 kgs.)0.96 5-6 21-5/8" (549mm) 7" (178mm) 10" (254mm) 44 (20.0 kgs.)1.00 7-8 27-5/8" (702mm) 7" (178mm) 13" (330mm) 54 (24.5 kgs.)1.07 9-10 33-3/4" (857mm) 7" (178mm) 16" (406mm) 63 (28.6 kgs.)1.12 NOTES: 1. Optional arm length to be used when mounting two fixtures at 90° on a single pole. 2. EPA calculated with optional arm length. LumenSafe Technology WaveLinx Construction Industry Training Council of Washington Technical Information Report Land Use Permit Application Draft Prepared by: Tony Dubin, P.E., Dubin Environmental September 16, 2019 N 2ND ST MEADOW AVE NALLEYGARDEN AVE NBRONSON WAY N IN COMPLIANCE WITH CITY OF RENTON STANDARDS 9/12/2019 12:28 PM USER: bwr-wrk PATH: C:\Users\bwr-wrk\Desktop\CITC Renton\Sheets\CA-1.01.dwgCITC Renton Design DevelopmentCITC RENTON 1300 BRONSON WAY N, RENTON WA 98057 9/16/19 A-NNNNNNNCITC Renton5900 4th Ave S. , Suite 204 Seattle, WA 98108 patrick@hl.engineering (858) 581-0754AAANNNNNNN Page Setup: _INSIDE TB 22X34UTILITY CONVERSION COVER SHEET CA-1.01 VICINITY MAPSHEET INDEX1300 BRONSON WAY UTILITY CONVERSION SITE DATA: 1.TOTAL AREA: TBD 2.PROPOSED NO. OF LOTS: TBD 3.TAX PARCEL #'S: TBD 4.AVERAGE LOT AREA: TBD 5.SMALLEST LOT AREA: TBD 6.MAXIMUM LOT AREA: TBD 7.MINIMUM LOT AREA ALLOWED: TBD 8.SQUARE FOOTAGE OF LAND IN CRITICAL AREAS: TBD 9.SQUARE FOOTAGE OF LAND IN CRITICAL AREA BUFFERS: TBD 10.SQUARE FOOTAGE OF LAND IN PUBLICLY DEDICATED STREETS: TBD 11.SQUARE FOOTAGE OF LAND IN PRIVATE ACCESS EASEMENTS/TRACTS: TBD 12.TOTAL SQUARE FOOTAGE IN OPEN SPACE TRACTS: TBD 13.PROPOSED NET DENSITY: TBD 14.DENSITY ALLOWED BY CODE: TBD 15.EXISTING ZONING: TBD 16.REQUIRED MIN. SETBACKS: TBD FRONT:TBD GARAGE:TBD INTERIOR:TBD REAR:TBD SIDE STREET:TBD (NOTE:SIDE LOT SETBACK DOES NOT APPLY TO PRIVATE ACCESS EASEMENTS OR RACTS SERVING 4 LOTS OR LESS) DISTURBED AREA: TBD AREA TABLE TRACT/USE AREA (SF) A B C D ASSOCIATED BUILDING PERMITS CIVIL CONSTRUCTION PERMIT NO. ENGINEER SURVEYOR DEVELOPER TERRANE 10801 MAIN ST, SUITE 102 BELLEVUE, WA 98004 (425) 458-4488 CONSTRUCTION INDUSTRY TRAINING COUNCIL (CITC) OF WASHINGTON 1930 116TH AVE NE BELLEVUE, WA 98004 HL ENGINEERING 5900 4TH AVE S, SUITE 204 SEATTLE, WA 98108 (858) 581-0754 CONTACT: PATRICK HANSEN-LUND, P.E. LEGAL DESCRIPTIONS: LOTS 1-16, BLOCK 1, CAR WORK'S ADDITION TO RENTON, PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON IMPERVIOUS AREA: PREDEVELOPED IMPERVIOUS SURFACE TBD DEVELOPED NET NEW IMPERVIOUS SURFACE TBD TOTAL DEVELOPED IMPERVIOUS SURFACE TBD RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA TBD VERTICAL DATUM NAVD88 PER CITY OF RENTON BENCHMARK 471 FOUND CGS DISC STAMPED "K 384 1959" ON CONC CURB ON THE BRONSON WAY BRIDGE OVER THE CEDAR RIVER. ELEVATION ON DISC = 44.557' BASIS OF BEARINGS NAD83/91 WASHINGTON NORTH ZONE STATE PLANE COORDINATES PER CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS 1879 & 1887. 40 0 40 80 scale feet1" = 40' 20 WATER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 SEWER: CITY OF RENTON PUBLIC WORKS DEPT. 1055 SOUTH GRADY WAY, 5TH FLOOR RENTON, WA 98057 (425) 430-6400 POWER/GAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET KENT, WA 98032 (425)395-7065 PHONE: CENTURY LINK 23315 66TH AVE S. KENT.WA 98032 (253)372-5361 COMCAST (ADDRESS TBD) (PHONE TBD) FIRE: RENTON FIRE & EMERGENCY SERVICES 1055 S. GRADY WAY RENTON.WA 98057 (425)430-7000 SCHOOL: RENTON SCHOOL DISTRICT 300 SW 7TH STREET RENTON, WA 98057 (425) 204-2300 UTILITIES/SERVICES: CALL BEFORE YOU DIG: 1-800-424-5555 SHEET CA-2.41 UTILITY CONVERSION PLANS Utility Conversion Cover Sheet Utility Conversion Plan / Profile - Garden Ave N Utility Conversion Plan / Profile - N 2nd St Utility Conversion Plan / Profile - Meadow Ave N CA-1.01 CA-2.21 CA-2.31 CA-2.41 N 3rd St Park Ave NBronson Way N Ced a r R i v e r I-405 N 2nd St Liberty Park Cedar River ParkHouser Way S169Meadow Ave NN 1 s t S t I-405 I-405 Project Site SHEET CA-2.21 SHEET CA-2.31 INITIAL INVESTIGATION FIELD REPORT ERTS Number: 658832 Parcel #(s): 1352300005 County: King FSID #: 54463839 CSID #: 12913 SITE INFORMATION Site Name (Name over door): Bryant Motors Site Address (including City, State and Zip): 1300 Bronson Way N (SR 900) Renton, WA 98057 Phone/email: Site Contact, Title, Business: Paul Craig, Senior Project Manager, GeoEngineers, Inc. Site Contact Address (including City, State and Zip): pcraig@geoengineers.com Phone/email: 425.861.6078 206.793.4589 Site Owner, Title, Business: William R Bryant (Taxpayer) Site Owner Address (including City, State and Zip): 1300 Bronson Way N Renton, WA 98057 Phone/email: Site Owner Contact, Title, Business: Darrell Bryant, Bryant Motors, Inc. Site Owner Contact Address (including City, State and Zip): 1300 Bronson Way N Renton, WA 98057 Phone/email: Previous Site Owner(s): Additional Info: Alternate Site Name(s): Bryant Motors Property Additional Info: Latitude (Decimal Degrees): 47.48467 Longitude (Decimal Degrees): -122.20012 INSPECTION INFORMATION Inspection Conducted? Yes No Date/Time: Entry Notice: Announced Unannounced Photographs taken? Yes No Samples collected? Yes No RECOMMENDATION No Further Action (Check appropriate box below): LIST on Confirmed and Suspected Contaminated Sites List: Release or threatened release does not pose a threat No release or threatened release Refer to program/agency (Name: __________________________) Independent Cleanup Action Completed (contamination removed) COMPLAINT (Brief Summary of ERTS Complaint): GeoEngineers submitted a cleanup action report to document the remedial excavation of hydraulic oil contamination in soil at Bryant Motors located at 1300 Bronson Way North in Renton, Washington. This report served as notification by the owner of a petroleum release to soil within the 90-day reporting period required in MTCA. CURRENT SITE STATUS (Brief Summary of why Site is recommended for Listing or NFA): Soil removal and confirmation sampling was conducted at Bryant Motors inside the building during remodeling activities between May and June 2015. Analytical results confirm all impacted soil was removed and remaining soils are in compliance with MTCA Method A cleanup levels. Excavations were conducted to 19 feet bgs with no groundwater encountered. Recommendation: NFA due to independent remediation. Investigator: Donna Musa, NWRO TCP Date Submitted: 10/30/15 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office 3190 160th Avenue SE Bellevue, Washington 98008-5452 (425) 649-7000 November 18, 2015 TO: TCP File (Bryant Motors) FROM: Donna Musa Ecology NWRO Initial Investigations Coordinator SUBJECT: Initial Investigation: No Further Action (NFA) Determination Bryant Motors 1300 Bronson Way N Renton, WA 98057 Parcel ID # 1352300005 Facility Site ID: 54463839 Cleanup Site ID: 12913 Ecology has determined that no further action is necessary (at the Initial Investigation stage) due to independent remediation. Ecology reviewed the following document: Cleanup Action Report, Bryant Motors Property, 1300 Bronson Way North, Renton, Washington. GeoEngineers, Inc., Redmond, Washington. August 12, 2015. The above document provides sufficient evidence that this cleanup was conducted to MTCA Method A cleanup levels for unrestricted land use. Additional information about Ecology’s review of this site cleanup may be accessed here: https://fortress.wa.gov/ecy/gsp/Sitepage.aspx?csid=12913. To view the documentation Ecology has available electronically, on the right-hand side of the page, click on View Electronic Documents. Phase I Environmental Site Assessment CITC Renton 1300 Bronson Way North Renton, King County, Washington April 18, 2018 Terracon Project No. 81187129 Prepared for: Rhodes Architecture + Light Seattle, Washington Prepared by: Terracon Consultants, Inc. Mountlake Terrace, Washington Limited Site Investigation Construction Industry Training Council (CITC) of Washington Renton Headquarters and Training Facility 1300 Bronson Way North Renton, Washington August 8, 2018 Terracon Project No. 81187232 Prepared for: Bryant Motors, Inc. Renton, Washington Prepared by: Terracon Consultants, Inc. Mountlake Terrace, Washington Focused Site Characterization Report Bryant Motors 1300 Bronson Way North Renton, Washington for Bryant Motors May 9, 2019 17425 NE Union Hill Road, Suite 250 Redmond, Washington 98052 425.861.6000 6860774.1 June 4, 2019 Bryant Motors 1300 Bronson Way North Renton, Washington 98057 Attention: Russ Bryant Subject: Proposed Approach to Address Contamination_06.04.19 Bryant Motors 1300 Bronson Way North Renton, Washington File No. 21948-001-02 INTRODUCTION AND BACKGROUND The Bryant Motors Property (Property) is located at 1300 Bronson Way North in Renton, Washington and historically was the site of a gasoline station with gasoline underground storage tanks (USTs). The USTs were removed in the 1980s and a cleanup to remove gasoline-contaminated soil was completed as part of the UST removal. A report to document the UST removal is not available. Residual contamination in soil and groundwater was identified during subsurface explorations completed in 2018 and 2019. Gasoline-range hydrocarbons were identified in soil samples from the southwestern portion of the property at concentrations greater than the Model Toxics Control Act (MTCA) Method A cleanup level of 100 milligrams per kilogram (mg/kg). Based on chemical analytical data and field screening results, contamination in soil is located approximately 20- and 25-feet below ground surface (bgs) in the southwestern corner of the property (see Figure 1). Gasoline-range hydrocarbons were identified in a groundwater sample from a permanent monitoring well, BMW-1, at 1,100 micrograms per liter (g/L), which slightly exceeds the MTCA Method A cleanup level of 1,000 g/ (see Figure 2). OBJECTIVE AND PROPOSED APPROACH The objective of the proposed approach is to achieve cleanup of residual gasoline-range hydrocarbons in soil and groundwater at the Property under the Model Toxics Control Act (MTCA) with regulatory agency review by the Pollution Liability Insurance Agency (PLIA). The goal is to receive an opinion of No Further Action for the Property following the completion of remedial activities. The cleanup action consists of a phased approach, beginning with a relatively low-cost/low effort cleanup method and progressing to a higher cost/higher effort cleanup method if the Property cleanup goal is not achieved. The scope of services associated with this proposed cleanup action includes the following: T.O. PARAPET LEVEL 278'-2"ABCEFHIJT.O. PLATE MONITOR82'-6 1/2"DGT.O. BEAM LEVEL 1_11-2261'-9"T.O. SLAB LEVEL 1_11-2243'-0"T.O. ROOF LEVEL 277'-6"T.O. SLAB LEVEL 2_11-2263'-7"T.O. LEVEL 1 PARAPET67'-9 1/4"T.O. PLATE LEVEL 275'-7 1/4"T.O. ROOF MONITOR84'-10 1/2"1A3.122A3.102A3.146'-11 1/2"2'-4"4'-4 1/2"8"1'-10 3/4"7'-10"4'-2 1/4"1'-10"18'-9"1'-2"6'-11 1/2"41'-10 1/2"1'-2"13'-6 1/2"14'-9 5/8" 7'-8 1/4" 7'-6" 15'-0 1/2" 7'-6" 7'-1 7/8" 15'-0"13'-5 3/4"07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 42 13.2.1.B- 7/8 IN. TAYLORMETAL CLASSIC 7/8 IN.CORRUGATED07 42 13.2.1.A- 1-1/2 " TAYLORMETAL SHADOW LINE05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS08 44 00- CURTAIN WALLKAWNEER - 1600UT SYSTEM 207 62 00.2.1.A- PREFINISHED,BREAK METAL SIDINGC101AC200AC100AC201BC201AC200BC102AC204AC202B100A104B2A3.1605 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENSEXISTING BUILDING OUTLINEEXISTING GRADEPROPOSED GRADEMAXIMUM BUILDING HEIGHT91'-10"50'-0"AVERAGE GRADE41'-10"© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA2.00BuildingElevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/16" = 1'-0"2Building Elevation - South Elevation (Bronson Way N.)EXTERIOR MATERIAL LEGENDKEYNOTE MATERIAL03 CONCRETE03 33 00 ARCHITECTURAL CONCRETE04 MASONRY04 22 00 CONCRETE MASONRY UNITS05 METALS05 31 23 METAL DECKING06 WOODS, PLASTICS, AND COMPOSITES06 15 16 T&G WOOD DECKING06 17 19 CROSS LAMINATED TIMBER06 18 13 GLUE-LAMINATED BEAMS07 THERMAL AND MOISTURE PROTECTION07 42 13.2.1.A HORIZONTAL METAL SIDING07 42 13.2.1.B VERTICAL CORRUGATED METAL SIDING07 42 13.2.1.C PERFORATED VERTICAL CORRUGATEDMETAL SIDING07 42 13.2.1.D CORTEN PLATE STEEL07 52 16 SBS ROOFING07 62 00.2.1.A PREFINISHED BREAK METAL SIDING07 76 16 ROOF DECK PAVERS32 EXTERIOR IMPROVEMENTS32 14 16 EXTERIOR BRICK PAVER32 15 40 DECOMPOSED GRANITE GROUNDCOVER32 33 43.13 WOOD EXTERIOR SITE BENCH32 39 13 BOLLARD32 94 33 STEEL PLANTER32 94 43 CORTEN TREE GRATINGSEE SHEETS A6.20 FOR ADDITIONAL SCHEDULES & DIAGRAMSA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION UPDNUP1234567891011ABCEFHIJ121314151617182021DG191/ A1.31a1/ A1.31b135CARPENTRY LAB 22,155 SF137STUDENT LOUNGE597 SFCIRC.534 SF148CARPENTRY LAB 12,011 SF152INSTRUCTOR LOUNGE492 SF146CARPENTRYCLASSROOM653 SFCIRC.65 SF144MEETING ROOM180 SF142STAIR144 SF100ATRIUM502 SF131PLUMBINGCLASSROOM 1554 SFCIRC.83 SF133PLUMBINGCLASSROOM 2641 SF129OFFICE100 SF140OFFICE100 SF123PLUMBING LAB2,410 SF117ELECTRICAL SERVICEROOM204 SF119BIKE STORAGE ROOM172 SF127WATER SERVICE95 SF115MEN'S R.R.210 SFCIRC.198 SF121OFFICE143 SF100ATRIUM563 SF132FALL PROTECTION143 SF138ELECTRICAL LAB 32,537 SF126JANITORIAL /STORAGE99 SF128IT / COMM. ROOM99 SFCIRC.145 SF130EXT. MAINT. /STORAGE240 SF118ELECTRICAL LAB 12,237 SF113OFFICE103 SF122OFFICE103 SF114ELECTRICALCLASSROOM 1798 SF109ELECTRICAL LAB 22,227 SF105ELECTRICALCLASSROOM 3718 SF107ELECTRICALCLASSROOM 2547 SFCIRC.422 SF106CONFERENCE / ZOOMROOM275 SF101FRONT OFFICE943 SF103STAIRS162 SF100ENTRY ATRIUM1,336 SF102LIBRARY345 SF108NAN'S OFFICE95 SF104APPRENTICESHIP831 SF112UNI. R.R.49 SF110UNI. R.R.49 SFN WES 43'-0"42'-0"42'-0"42'-0"42'-0"42'-0"43'-0"43'-0"43'-0"43'-0"43'-0"42'-0"42'-0"0'5'10'20'40'43'-0"15'-6 1/8" 15'-11 7/8" 16'-0 3/4" 16'-0 5/8" 15'-11 3/4" 16'-0 3/8" 16'-0 3/8" 16'-0 5/8" 15'-11 3/8" 16'-9 1/4" 20'-5 1/2" 18'-0 3/8" 19'-5 1/2" 17'-7 7/8" 16'-0" 16'-0" 16'-0" 2'-11 1/2" 13'-0 1/2" 6'-0 1/2"306'-0 7/8"13'-6 1/2"14'-9 5/8"7'-8 1/4"7'-6"15'-0 1/2"7'-6"7'-1 7/8"15'-0"13'-5 3/4"101'-8 5/8"125STORAGE97 SF136STORAGE96 SF120STORAGE85 SF111STORAGE85 SF116STORAGE23 SF124WOMEN'S R.R.203 SF150CARPENTRYSTORAGE130 SFCIRC.58 SFF1F1CLR.6'-0"CLR.5'-0"5'-3"CLR.6'-0"CLR.5'-0"CLR.6'-0"4'-0"5'-0"RAMP1:12 MAX.© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.31Floor PlanLevel 11300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.163/32" = 1'-0"2Level 1 PlanGROSS FLOOR AREASLEVELAREALEVEL 131,041 SFLEVEL 218,339 SFMEZZANINE383 SFGrand total: 4 49,763 SFA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION CITC HEADQUARTERS SITE PLAN CITC HEADQUARTERS BUILDING ELEVATIONS 1. 12” HORIZONTAL METAL SIDING 2. 7/8” VERTICAL CORRUGATED METAL SIDING 3. 7/8” VERTICAL PERFORATED METAL SCREENING 4. PREFINISHED BREAK METAL SIDING 5. ALUMINUM CURTAIN WALL 6. DECORATIVE EXTRUDED METAL SCREENS 7. GARAGE DOOR 8. MANUFACTURED METAL BOLLARD 9. ALUMINUM CURTAIN WALL WINDOW 10. EXTERIOR SIGNAGE 11. METAL ROOF ACCESS LADDER 12. VEGITATIVE WALL SYSTEM 13. METAL ROOF PLANTERS 2A1.123A1.124/A1.127/A1.126/A1.125/A1.12G-2G-2G-2G-2SW-14 5/8" 7 5/8" 17'-4" 7 5/8" 17'-4" 7 5/8" 4 1/2"32 33 23- SITE TRASH ANDLITTER RECEPTACLES 8CUBIC YARDS32 33 23- SITE TRASH ANDLITTER RECEPTACLES 8CUBIC YARDS32 33 23- SITE TRASH ANDLITTER RECEPTACLES 8CUBIC YARDS32 33 23- SITE TRASH ANDLITTER RECEPTACLES 8CUBIC YARDS37'-4"9"8'-6"3A1.12R-1F204 22 00- CONCRETE UNITMASONRY05 31 23- STEEL ROOFDECKING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS1'-4"9'-2"2A1.12F2R-105 31 23- STEEL ROOFDECKING04 22 00- CONCRETE UNITMASONRY2A1.1204 22 00- CONCRETE UNITMASONRY05 31 23- STEEL ROOFDECKING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS3A1.1205 31 23- STEEL ROOFDECKING04 22 00- CONCRETE UNITMASONRY05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS3A1.1204 22 00- CONCRETE UNITMASONRY05 31 23- STEEL ROOFDECKING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS2A1.1205 31 23- STEEL ROOFDECKING05 77 00- DECORATIVEEXTRUDED METAL ALUMINUMSCREENS© 2019 Rhodes Architecture + LightDate:Project Number:6671ARCHITECTRHODESTIM JAMESSTATE OF WASHINGTONREGISTEREDSheet Number:Sheet Title:4218 SW Alaska St, Suite GSeattle, WA 98116206 . 933 . 1257www.rhodesarchitecture.comTim Rhodes . RA . AIA . ArchitectProject Address:Project Name:Sheet Size:Directory:Checked By:Drawn By:30" x 42"DATE ISSUELAND USE PERMITAPPLICATIONA1.12Enlarged SitePlan -Details/Elevations1300 Bronson Way N.Renton,WA 98057CITCHEADQUARTERSAuthorChecker240042019.09.161/4" = 1'-0"1Enlarged Site Plan - Trash Enclosure1/4" = 1'-0"2Site Section - Trash Enclosure E/W1/4" = 1'-0"3Site Section - Trash Enclosure N/S1/4" = 1'-0"4Trash Enclosure - East Elevation1/4" = 1'-0"5Trash Enclosure - South Elevation1/4" = 1'-0"6Trash Enclosure - North Elevation1/4" = 1'-0"7Trash Enclosure - West ElevationA 2019.08.26 100% DD SETB 2019.09.16 LAND USE PERMIT APPLICATION 1 Clark Close From:Jennifer Watts <jlpwatts@gmail.com> Sent:Saturday, October 05, 2019 11:22 AM To:Clark Close Subject:Construction of CITC Headquarters Dear Mr Close - I'm sorry I did not send a note before the deadline, I had marked on my calendar that it must be sent by today. So just in case you are still reviewing comments -- I live about 1/2 block from the construction site. I am very happy to see this building site sell to a school, both to see more new construction here in Renton as well as to see the property be used for education.. The only concern that I do have (and share with my neighbors) is the traffic increase we can expect on 2nd St. I did send a request to the traffic division about 2 years ago requesting that a speed bump be added to our 1 block long street but was informed at the time that the city of Renton does not allow speed bumps. Drivers use this road as a 'short cut' to Bronson,as they are allowed to turn left onto Bronson from Garden, but not from Park. Many of these cars drive at a much higher speed than a 1 block residential street should be driven - and so I will attend the public hearing on November 19th to ask again for a speed bump or some sort of traffic consideration. Once again, it is a great thing to see this building site go for a higher use. Thank you Jennifer Watts 1206 N 2nd St Renton WA 98057 206.619.4288 October 7, 2019 Jennifer Watts 1206 N 2nd St Renton, WA 98057 SUBJECT: CITC Headquarters Comment Response Letter LUA19-000214, SA-H, CU-H, ECF, MOD Dear Ms. Watts: Thank you for your initial comments related to CITC Headquarters (received on October 5, 2019) wherein you raised questions and comments regarding traffic concerns on N 2nd St, due in part to the proposed project and some existing conditions in your neighborhood. Your email has been included in the official project file and you have been made a party of record. Thank you for your interest in this project and if you have any further questions or comments moving forward please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Senior Planner 1 Clark Close From:McColloch, Duffy <McCollD@wsdot.wa.gov> Sent:Monday, September 30, 2019 8:42 AM To:Josh Meharry Cc:Patrick Hansen-Lund; Tim Rhodes; Clark Close Subject:RE: 1300 Bronson Way N - CITC headquarters SEPA Hi all, After further research this project lies within a break in SR 900, which is now fully turned over to the City of Renton. WSDOT no longer has jurisdiction. This shows up on various maps incorrectly and there is actually a break in SR 900 between mile markers 9.93 and 12.50. Highway Log. Sorry for the confusion but there is no need for a formal WSDOT review or permitting process for this. Thanks, Duffy McColloch, 206-440-4713 Local Agency/Development Services Engineer WSDOT – NW Region Development Services From: Josh Meharry <josh@rhodesarchitecture.com> Sent: Thursday, September 26, 2019 1:07 PM To: McColloch, Duffy <McCollD@wsdot.wa.gov> Cc: Patrick Hansen-Lund <patrick@hl.engineering>; Tim Rhodes <tim@rhodesarchitecture.com> Subject: Re: 1300 Bronson Way N - CITC headquarters SEPA Hi Duffy- The signed application form is attached below. Thanks, JOSH MEHARRY RA. LEED AP. Office I 206.933.1257 Direct l 206.552.5359 RHODES ARCHITECTURE + LIGHT 4218 SW ALASKA STREET, SUITE G SEATTLE, WASHINGTON 98116 WWW.RHODESARCHITECTURE.COM On Wed, Sep 25, 2019 at 9:13 AM Josh Meharry <josh@rhodesarchitecture.com> wrote: Thanks Duffy, I'll work on getting this signed as soon as possible. JOSH MEHARRY RA. LEED AP. September 24, 2019 Duffy McColloch WSDOT – NW Region Development Services 15700 Dayton Avenue North Seattle, WA 98133 SUBJECT: CITC Headquarters Comment Response Letter LUA19-000214, SA-H, CU-H, ECF, MOD Dear Mr. McColloch: Thank you for your initial comments related to CITC Headquarters (received on September 23, 2019) wherein you raised questions and comments regarding the proposed project impacts to Managed Access SR 900 and WSDOT’s need to complete a review and potential agreement to approve road improvements on Bronson Way N. Your email has been included in the official project file and you have been made a party of record. Thank you for your interest in this project and if you have any further questions or comments moving forward please feel free to contact me at 425-430-7289 or cclose@rentonwa.gov. Sincerely, Clark H. Close Senior Planner 2802 Wetmore Avenue Suite 220 Everett, WA 98201 Tel: 425-339-8266 Fax: 425-258-2922 E-mail: info@gibsontraffic.com MEMORANDUM To: Josh Meharry, Rhodes Architecture From: Brad Lincoln, PE Subject: CITC Renton Date: June 15, 2018 Project #: 18-126 Gibson Traffic Consultants, Inc. has been retained to provide a traffic analysis for the Construction Industry Training Council (CITC) Renton development. The development is located in the northeast corner of Bronson Way N at Garden Avenue N. A site vicinity map is included in Figure 1. The site is currently occupied by a 32,951 SF automobile parts and service center, which will be removed with the development. The CITC Renton development will include space for 120 students. Figure 1: Site Vicinity SITE N 2nd St Garden Ave N Page 1 of 14 SEPA Environmental checklist (WAC 197-11-960) July 2016 SEPA ENVIRONMENTAL CHECKLIST 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: Please adjust the format of this template as needed. 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 plus the SUPPLEMENTAL SHEET FOR NONPROJECT 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. A. Background 1. Name of proposed project, if applicable: CITC Renton Headquarters + Campus 2. Name of applicant: Rhodes Architecture + Light 3. Address and phone number of applicant and contact person: Rhodes Architecture + Light c/o: Josh Meharry 4218 SW Alaska St, Ste G Seattle WA 98116 9/6/2019 Preliminary Construction Mitigation Plan CITC Building 1300 Bronson Way N. Renton, WA 98057 I. Construction Communication A. Intent of the Construction Transportation Management Plan (CMP) This CMP is intended to anticipate and reduce the potential noise, transportation and parking impacts from construction activities, minimizing impacts on neighbors, businesses, and neighborhood traffic. Management practices that will help achieve this goal include: coordinate with neighbors before and during construction; and coordinating with Renton Department of Construction and Inspections on street use, parking, and traffic routing. This plan will be coordinated with the Renton DOT, Renton Department of Construction, and King County Metro Transit Division. Implementation of this plan is the responsibility of Marpac Construction and their subcontractors, working with the developers, Renton DOT, Renton Department of Construction, and the affected community. B. Construction Contact and Community Liaison 1. General Requirements: a) Marpac Construction will designate Todd Weeks or Will Ng to fill the position of “Construction Contact” to the local community to address comments regarding ongoing operations and schedule. Contact Information: Todd Weeks: (206) 383-7741, toddw@marpac.net Will Ng: (206) 329-4992, willn@marpac.net 2. Specific Plan / Procedures: a) The Construction Contact will: (1) Act as the point of contact for general construction information or for non-emergency concerns related to construction. (2) Collect and distribute general information about the CITC Building project. (3) Create and distribute updates showing upcoming activities that may affect the neighbors as required. (4) Assemble contact names for the Construction Notification List and keep it up to date. (5) Prepare and distribute construction bulletins to the Construction Notification List. Meadow Ave NGarden Ave NBronson Way N Bronson Wa y N N 2nd St N 2nd St N 2nd St Factory Ave NHouser Way NRRRRRRW3-4W20-7R9-9R9-11R9-9R9-11R9-9 R9-11a R11-2R11-2 Preliminary Traffic Control Plan 1300 Bronson Way N Renton, WA 98057 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: October 10, 2019 TO: Clark Close, Senior Planner FROM: Brianne Bannwarth, Development Engineering Manager SUBJECT: Traffic Concurrency Test – CITC; LUA19-000214 The applicant, Construction Industry Training Council (CITC), is requesting Hearing Examiner Site Plan Review, Conditional Use Permit, Environmental (SEPA) Review, and a Street Modification to reuse a majority of the existing truck repair and parts depot building, as well as add a partial second floor addition for CITC’s Headquarters and Campus. The new facility would be a two-story 49,763 square feet structure located at 1300 Bronson Way N. The 1.5-acre site includes six (6) contiguous parcels, four of which are zoned Commercial Arterial (CA) (APN’s 135230-0005, -0025, -0060, and -0071) are two (2) are zoned Residential-10 (R-10) (APN’s 135230-0045 and -0050). Ingress and egress to the development would be from N 2nd St, Garden Ave N, Bronson Way N, and via the public alley located through the center of the site from N 2nd St to Bronson Way N. The project would include street frontage improvements, utility work, a public plaza at the main entrance, 60 surface parking spaces, pedestrian walkways, landscaping, bio-retention planter, and a couple of secondary structures to screen and house refuse and recycling, electrical transformer and student break area. No critical areas or trees are present on the project site. Project construction is expected to begin in May 2020 and end by September 2021. The applicant is requesting a street modification to reduce the width of the landscape strip on Garden Ave N by six inches and revise the width of right-of-way dedication along Bronson Way N from six and one-half feet to a variable dimension that holds the existing curbline. The applicant submitted a Draft Technical Information Report, Geotechnical Engineering Study, Traffic Analysis, Phase I Environmental Site Assessment and several corresponding characterization and site cleanup reports with the application. Transportation Concurrency Test – CITC Page 2 of 3 October 10, 2019 The proposed development would generate a reduction of approximately 310 net new average weekday daily trips. During the weekday AM peak hour, the project would generate a reduction of approximately 43 net new trips (-29 inbound and -14 outbound). During the weekday PM peak hour, the project would generate a reduction of approximately 52 net new trips (-12 inbound and -40 outbound). The proposed project passes the City of Renton Traffic Concurrency Test per RMC 4-6-070.D as follows: Traffic Concurrency Test Criteria Pass Implementation of citywide Transportation Plan Yes Within allowed growth levels Yes Project subject to transportation mitigation or impact fees Yes Site specific street improvements to be completed by project Yes Traffic Concurrency Test Passes Evaluation of Test Criteria Implementation of citywide Transportation Plan: The City’s investment in completion of the forecast traffic improvements is 130% of the scheduled expenditure through 2020. Within allowed growth levels: As shown on the attached citywide traffic concurrency summary, the calculated citywide trip capacity for concurrency with the city adopted model for 201 9 is 1,657 trips, which provides sufficient capacity to accommodate a reduction of approximately 54 additional trips from this project. A resulting 1,710 trips are remaining. Project subject to transportation mitigation or impact fees: The project will be subject to transportation impact fees at time of building permit for the project. At this time, the project reduces the PM Peak Hour trips, therefore, the project will not require additional transportation impact fees. Site specific street improvements to be completed by project: The applicant has requested a modification for the required frontage improvements. The recommended decision of the modification request will be part of the site plan review analysis. Background Information on Traffic Concurrency Test for Renton The City of Renton Traffic Concurrency requirements for proposed development projects are covered under Renton Municipal Code (RMC) 4-6-070. The specific concurrency test requirement is covered in RMC 4-6-070.D, which is listed for reference: Transportation Concurrency Test – CITC Page 3 of 3 October 10, 2019 D. CONCURRENCY REVIEW PROCESS: 1. Test Required: A concurrency test shall be conducted by the Department for each nonexempt development activity. The concurrency test shall determine consistency with the adopted Citywide Level of Service Index and Concurrency Management System established in the Transportation Element of the Renton Comprehensive Plan, according to rules and procedures established by the Department. The Department shall issue an initial concurrency test result describing the outcome of the concurrency test. 2. Written Finding Required: Prior to approval of any nonexempt development activity permit application, a written finding of concurrency shall be made by the City as part of the development permit approval. The finding of concurrency shall be made by the decision maker with the authority to approve the accompanying development permits required for a development activity. A written finding of concurrency shall apply only to the specific land uses, densities, intensities, and development project described in the application and development permit. 3. Failure of Test: If no reconsideration is requested, or if upon reconsideration a project fails the concurrency test, the project application shall be denied by the decision maker with the authority to approve the accompanying development activity permit application. The Concurrency Management System established in the Transportation Element on page XI -65 of the Comprehensive Plan states the following: Based upon the test of the citywide Transportation Plan, consideration of growth levels included in the LOS-tested Transportation Plan, payment of a Transportation Mitigation Fee, and an application of site specific mitigation, development will have met City of Renton concurrency requirements. 1 MEMORANDUM TO: CLARK CLOSE, CITY OF RENTON FROM: PATRICK HANSEN-LUND, HL ENGINEERING SUBJECT: CITC HEADQUARTERS, RENTON LAND USE PERMIT APPLICATION STREET MODIFICATION REQUEST JUSTIFICATION DATE: SEPTEMBER 13, 2019 CC: N/A This memorandum is intended to provide written justification for the referenced project’s Land Use Permit Application section related to the Street Modifications and non-standard improvements proposed on Garden Avenue North and Bronson Way North. The non-standard improvements include: 1. A reduction in the width of the landscape strip on Garden Avenue North from the standard 8’ to 7.5’, and 2. A revised width of right of way dedication along Bronson Way North from 6.5’ to a variable dimension. The proposed street design conforms to the maximum extent feasible to City Ordinance No. 5517 and Comprehensive Plan Land Use Element, and to specific guidance provided to the project through a Pre-Application review summarized in a April 19, 2018 City memorandum. JUSTIFICATION FOR THE MODIFICATION REQUEST No. 1: GARDEN AVENUE NORTH REDUCED LANDSCAPE STRIP WIDTH a. The Garden Avenue North Modification Request for a reduced landscape strip substantially implements the applicable city policies by improving the street half-width to the greatest extent feasible: • The existing Garden Avenue North half-street cross section consists of approximately 13’ from face of curb to property line: 6” for curb width, and a 12.5’ paved area (some of which is concrete and some of which is asphalt). There is currently no DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 2 LUA19-000212 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use action. Planning: (Contact: Clark H. Close, 425-430-7289, cclose@rentonwa.gov) 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 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. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surfac e Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division’s approval of this work is required prior to final inspection and approval of the permit. 4. A National Permit Discharge Elimination System (NPDES) permit is required when more than one acre is being cleared. Development Engineering: (Contact: Jonathan Chavez, 425-430-7288, jchavez@rentonwa.gov) 1. See Attached Development Engineering Memo dated October 11, 2019. Fire Authority: (Contact: Corey Thomas, 425-430-7024, cthomas@rentonwa.gov) Environmental Impact Comments: 1. Fire impact fees are applicable at the rate of $0.72 per additional new square footage. This fee is paid at time of building permit issuance. Fire Code Related Comments: 1. The preliminary fire flow is 2,250 gpm. A minimum of three fire hydrants is required. One within 150- feet and two within 300-feet of the building. Project shall meet maximum hydrant spacing of 300-feet on center also. Hydrants are required within 50-feet of all fire department connections for sprinkler systems. Existing hydrants may be counted toward the requirements as long as they meet current code. 2. Approved fire sprinkler and fire alarm systems are required throughout the entire building both new and existing. Direct outside access is required to the fire sprinkler riser room. Fire alarm system is required to be fully addressable and full detection is required. Separate plans and permits required by the fire department. 3. Fire department apparatus access roadways are adequate as they exist. ADVISORY NOTES TO APPLICANT Page 2 of 2 LUA19-000212 4. All areas of all buildings shall comply with the City of Renton Emergency Radio Coverage ordinance if the building exceeds 50,000 square feet. Testing shall verify both incoming and outgoing minimum emergency radio signal coverage. If inadequate, the building shall be enhanced with amplification equipment in order to meet minimum coverage. Separate plans and permits are required for any proposed amplification systems. Technical Services: (Contact: Amanda Askren, 425-430-7369, aaskren@rentonwa.gov) 1. No comments at this time. Community Services: (Contact: Leslie Betlach, 425-430-6619, lbetlach@rentonwa.gov) 1. No comments at this time. Police: (Contact: Sandra Havlik, 425-430-7520, shavlik@Rentonwa.gov) 1. See Attached Police Comments, received October 8, 2019. Building: (Contact: Craig Burnell, 425-430-7290, cburnell@rentonwa.gov) 1. Recommendations of the geotechnical report must be followed as a condition of building permits. DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: October 11, 2019 TO: Clark Close, Senior Planner FROM: Jonathan Chavez, Plan Reviewer SUBJECT: CITC Facility 1300 Bronson Way N LUA19-000214 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non- binding and may be subject to modification and/or concurrence by official City decision-makers. 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. I have reviewed the Land Use Application submittal for the CITC Facility project at parcel(s) 1352300005, 1352300025, 1352300071, 1352300060, 1352300050, and 1352300045. The applicant is proposing a 31,227 SF building with an adjacent 18,534 SF parking lot (open). EXISTING CONDITIONS The site is approximately 1.5 acres in size. The site includes an existing structure and parking lot. Water Water service is provided by City of Renton. The project is within the City of Renton’s water service area in the Valley 196-hydraulic zone. There is an existing 6-inch City water main located in Garden Avenue N (see Water Plan W-1156) that can deliver a maximum total flow capacity of 1,400 gallons per minute (gpm). There is an existing 8-inch water main located in Bronson Way N that can deliver a maximum flow capacity of 2,500 gpm. The site is located in Aquifer Protection Area, Zone 1. There are existing water service(s) to the subject property: o Three (3) 3/4-inch domestic water meter(s) Sewer Wastewater service is provided by the City of Renton. There is an 8-inch gravity wastewater main located in the alley off of N 2nd St (see Sewer Plan S-051314). Storm There is an existing 8-inch storm water main located in N 2nd St (Record DWG – S-051314 and Record DWG – S-051311). There is an existing 8-inch storm water main located in Garden Ave N (Record DWG – R-244101). There is an existing 12-inch storm water main located in the alley off of N 2nd ST (Record DWG – S-051314). There is an existing 10-inch storm water main located in Bronson Way N (Record DWG – D-200303). There are two active type 1 stormwater catchbasin located on the northwest side of the building (Record DWG – R-244101). There is one active type 1 stormwater catchbasin located on Bronson Way N (Record DWG – D-100303). CITC Facility – LUA19-000214 October 8, 2019 Page 2 of 7 Streets The proposed development fronts Bronson Way N along the south property line and is classified as a Principal Arterial with 5 lanes. The existing right-of-way (ROW) width is approximately 90 feet. The proposed development fronts N 2nd St along the north property line and is classified as a Residential Access Road. Existing right-of-way (ROW) width is 60 feet. The proposed development fronts Meadow Ave N along the east property line and is classified as a Residential Access Road. Existing right-of-way (ROW) width is 60 feet. The proposed development fronts Garden Ave N along the west property line and is classified as a Residential Access Road. Existing right-of-way (ROW) width is 60 feet. The proposed development fronts a public alley along the center of the project site. Existing right-of-way (ROW) width is 16 feet. CODE REQUIREMENTS WATER Aquifer Protection Area Closure Permit is required The existing facilities on the subject properties are located within Zone1 of the City’s Aquifer Protection Area (APA). Per RMC chapter 4-9-015B2, a Closure Permit is required for facilities located in Zone 1 of the City’s Aquifer Protection Area. The Closure Permit is required when a facility owner subject to Zone 1 Aquifer Protection Regulations will no longer store more than 20 gallons of hazardous materials on the premises and/or before the facility is sold or otherwise transferred to a new owner. The applicant has submitted to the City Water Utility department, an application for a closure permit dated July 16, 2019 along with a Focused Site Characterization Report dated May 9, 2019, prepared by GeoEngineers for the subject property at 1300 Bronson Way NE. The application for the closure permit is approved by the Water Utility on July 25, 2019, provided the following conditions are met: 1. RMC 4-9-015F (2) (b) requires that Bryant Motors demonstrate to the satisfaction of the Water Utility that the residual gasoline contamination in the southwest corner of the Property has been cleaned up. The Proposed Approach to Address Contamination_06.04.19 prepared by GeoEngineers is acceptable for the cleanup action. As the cleanup progresses, please provide a status report to the Water Utility following each monitoring event and copies of all sample results. Cleanup shall be considered to be complete when, according to the best available scientific evidence, the risk of causing the city water supply to fail to meet Washington State drinking water quality standards has been removed and the cleanup meets the Model Toxics Control Act Cleanup Regulation (Chapter 173-340 WAC). A No Further Action opinion from the Pollution Liability Insurance Agency (PLIA) will be accepted for facility closure. 2. RMC 4-9-015F (2) (e) requires that facility closure must be completed according to a timetable determined by the Water Utility. The schedule provided in the Proposed Approach to Address Contamination_06.04.19 for the initial phase of the cleanup action is acceptable. Please contact the water Utility with a status report if the initial phase of the cleanup exceeds one year. In addition, if the cleanup action continues past the initial phase, please inform the Water Utility prior to conducting the proposed PetroFix™ remediation fluid injection. Aquifer Protection Area Operating Permit is required for New Facility CITC Facility – LUA19-000214 October 8, 2019 Page 3 of 7 The proposed development is within Zone 1 of the City’s Wellhead Protection Area. Per RMC- 4-9-015, an “Operating Permit” is required for all new facilities in Zone 1 of the City’s Aquifer Protection Area (APA) that handle and store hazardous materials. Per RMC 4-3-050C, limits and restrictions on hazardous materials handled and stores in Zone 1 of the APA are: No more than 500 gallons of hazardous at the premises No container larger than 5 gallons in size No more than 150 gallons of hazardous materials in containers that are opened and handled on the premises Water Main Improvements required to meet fire flow demand of proposed development The proposed development is within the City of Renton’s water service area and in the 196 hydraulic- zone. There is an existing 6-inch water main in Garden Ave N that can deliver a maximum capacity of 1,400 gallons per minute (gpm) and an existing 8-inch water main in Bronson Way NE that can deliver 2,500 gpm. There is an existing ¾-inch water meter serving the existing building. Based on the additional project information submitted by the applicant to Renton Regional Fire Authority on April 20, 2019, after the initial pre-application meeting, Renton Regional Fire Authority has determined that the revised preliminary fire flow demand for the proposed development is 2,500 per minute (gpm) including the use of a fire sprinkler system and also that the project will be using a combination of Type IV and Type VA building construction. In order to provide the fire flow demand of 2,500 gpm along Garden Ave N, the applicant will need to install approximately 400 feet of 12-inch water main in Garden Ave N from Bronson Ave N to N 2nd St. The applicant has submitted as part of the land use application, a preliminary civil plan prepared by Dubin Environmental and HL Engineering showing the 12-inch water main extension in Garden Ave N from Bronson Way N to N 2nd St. Additional fire hydrants, water meters and fire sprinkler service line will be required. Final plans shall be submitted to the City for review and approval for the application of the civil and utility construction permit. The development is subject to applicable water system development charges (SDC’s) and meter installation fees based on the number and size of the meters for domestic uses and for fire sprinkler use. The development is also subject to fees for water connections, cut and caps, and purity tests. Current fees can be found in the 2019 Development Fees Document on the City’s website. Fees that are current will be charged at the time of construction permit issuance. The full fee schedule can be found at: https://edocs.rentonwa.gov/Documents/1/edoc/1059222/20172018%20Fee%20Schedule.pdf A redevelopment credit for water system development charge will apply if the existing meter is abandoned. SEWER 1. If the building requires foundation work or other stabilization measures around the building to support the second level the developer shall include an analysis to make sure the sewer adjacent to the building will not be adversely affected. 2. All new sewer stubs shall be a minimum of 6” and shall run at a slope of at least 2% to the main. 3. A grease trap/interceptor is required for any commercial kitchen. 4. Any underground parking floor drains and/or catch basins will need to connect to the sewer system. CITC Facility – LUA19-000214 October 8, 2019 Page 4 of 7 5. The development is subject to a wastewater system development charge (SDC) fee. SDC fee for sewer is based on the size of the new domestic water to serve the project. The current sewer fee for a 1-inch meter install is $3,100.00 per meter. SURFACE WATER 1. A drainage report complying with the current version of the City adopted Surface Water Design Manual (SWDM) will be required. Based on the City’s flow control map, the site falls within the Peak Rate Flow Control Standard (Matching Existing Site Conditions). The site falls within the Lower Cedar River Drainage Basin. This project is located within the City of Renton Aquifer Protection Area zone 1. Within this zone, open facilities (such as bioretention), open conveyance systems, and on-site BMPs that rely on infiltration are prohibited. Refer to Figure 1.1.2.A – Flow chart to determine the type of drainage review required in the RSWM. 2. Detailed plans for any proposed cut and fill operations shall be submitted. These plans shall include the angle of slope, contours, compaction and retaining walls. 3. Maximum retaining wall height is 6-ft from finished grade. Based on the site topography, terraced retaining walls may be needed for the development. Retaining walls over 4-feet in height from footing require a separate building permit. Walls cannot exceed 4-feet in height along property frontages. 4. Maintenance access is required for any proposed stormwater tract and shall be designed and installed in accordance with the City adopted SWDM. 5. Storm drainage improvements along all public street frontages are required to conform to the City’s street and stormwater conveyance standards. Any new storm drain installed on or off-site shall be designed and sized in accordance with standards found in Chapter 4 of the 2017 RSWDM and shall account for the total upstream tributary area, assuming developed conditions for onsite tributary areas and existing conditions for any offsite tributary areas. 6. If the new plus replaced pollution generating impervious surface (PGIS) exceeds 5,000 SF, the applicant will be required to provide enhanced basic water quality treatment. Any proposed detention and/or water quality vault shall be designed in accordance with the RSWDM that is current at the time of civil construction permit application. Separate structural plans will be required to be submitted for review and approval under a separate building permit for the detention and/or water quality vault. a. Applicant is proposing a bioretention facility in the parking lot area to treat the new plus replaced PGIS. Open facilities are not allowed in Aquifer Protection Area, Zone 1. Applicant must propose a closed water quality treatment system, with Guld Approval, at the time of Civil Construction Permit Application. 7. Appropriate on-site BMPs satisfying Core Requirement #9 will be required to help mitigate the new runoff created by this development to the maximum extent feasible. On-site BMPs shall be evaluated in order of preference by feasibility as described in Section C.1.3 of the 2017 RSWDM. A preliminary drainage plan, including the application of on-site BMPs, shall be included with the land use application, as applicable to the project. The final drainage plan and drainage report must be submitted with the utility construction permit application. 8. A Construction Stormwater Permit from Department of Ecology is required as clearing and grading of the site exceeds one acre. Applicant must obtain permit and provide proof prior to Civil Permit issuance. a. Applicant must have an active permit with the Department of Ecology prior to Civil Permit issuance. CITC Facility – LUA19-000214 October 8, 2019 Page 5 of 7 9. A geotechnical soils report for the site is required per the 2017 Renton Surface Water Design Manual Section C.1.3. The report should also include information concerning the soils, geology, drainage patterns and vegetation present shall be presented in order to evaluate the drainage, erosion control and slope stability for site development of the proposed plat. The applicant must demonstrate the development will not result in soil erosion and sedimentation, landslide, slippage, or excess surface water runoff. a. A geotechnical report, dated April 26, 2019, completed by Geotech Consultants, Inc. for the site has been provided. Erosion control measures will need to be in place prior to starting grading activities on the site. 10. Erosion control measures to meet the City requirements shall be provided. 11. The current City of Renton Surface Water Standard Plans that shall be used in all drainage submittals are available online at the City of Renton website. 12. The 2019 Surface water system development fee is $0.72 per square foot of new impervious surface, but no less than $1,800.00. This is payable prior to issuance of the construction permit. This fee is subject to change based on the calendar year the construction permit is issued. TRANSPORTATION 1. Bronson Way N is a Principal Arterial with 5 lanes, the existing right-of-way (ROW) width is approximately 90 feet. To meet the City’s complete street standards for Principal Arterial streets, minimum ROW is 103 feet. Dedication of 6.5 feet of ROW fronting the site will be required. Per City code 4-6-060, half street improvements shall include a pavement width of 66 feet (33 feet from centerline), a 0.5-foot curb, an 8-foot planting strip, an 8-foot sidewalk, street trees and storm drainage improvements. Applicant will need to submit an application to the City requesting a modification of the street frontage improvements as outlined in City code 4-9- 250C5d. a. The applicant submitted a modification request as part of the land use application to maintain the existing curb location and revise the dedication requirement of 6.5 feet along the Bronson Way N frontage and allow a variable dedication, pending field survey. Community and Economic Development Staff in conjunction with Pubic Works Transportation staff have reviewed the street modification request. Staff recommends approval of the modification given that the existing face of curb and property line along Bronson Way N is not concentric. 2. The proposed development fronts N 2nd St along the north property line and is classified as a Residential Access Road. Existing right-of-way (ROW) width is 60 feet. To meet the City’s complete street standards for Residential Access streets, minimum ROW is 53 feet. Therefore no ROW dedication will be required. Per City code 4-6-060, half street improvements shall be required and must include a pavement width of 26 feet (13 feet from centerline), a 0.5-foot curb, an 8-foot planting strip, an 5-foot sidewalk, street trees and storm drainage improvements. 3. The proposed development fronts Meadow Avenue N along the east property line and is classified as a Residential Access Road. Existing right-of-way (ROW) width is 60 feet. To meet the City’s complete street standards for Residential Access streets, minimum ROW is 53 feet. Therefore no ROW dedication will be required. Per City code 4-6-060, half street improvements shall be required and must include a pavement width of 26 feet (13 feet from centerline), a 0.5- foot curb, an 8-foot planting strip, an 5-foot sidewalk, street trees and storm drainage improvements. CITC Facility – LUA19-000214 October 8, 2019 Page 6 of 7 4. The proposed development fronts Garden Ave N along the west property line and is classified as a Residential Access Road. Existing right-of-way (ROW) width is 60 feet. To meet the City’s complete street standards for Residential Access streets, minimum ROW is 53 feet. Therefore no ROW dedication will be required. Per City code 4-6-060, half street improvements shall be required and must include a pavement width of 26 feet (13 feet from centerline), a 0.5-foot curb, an 8-foot planting strip, an 5-foot sidewalk, street trees and storm drainage improvements. a. Garden Avenue N is designated as a bike route with a shared use path planned along the east side of the street. Due to existing building and topographic constraints, Transportation Division will be looking for alternate locations to provide bicycle access on Garden Ave N fronting the proposed development site. b. The applicant submitted a modification request as part of the land use application to revise the half street frontage improvement requirement as follows: install a pavement width of 26 feet (13 feet from centerline), a .5 foot curb, 7.5 foot landscape strip, a 5 foot sidewalk, street trees and storm drainage improvements. Community and Economic Development Staff in conjunction with Pubic Works Transportation staff have reviewed the street modification request. Staff recommends approval of the waiver given that the existing street section meets the transportation needs for connectivity, pedestrian access, and separation between vehicular and pedestrian movements. 5. The proposed development fronts a public alley along the center of the project site, from N 2nd St to Bronson Way N. Existing right-of-way (ROW) width is 16 feet. Commercial Alley standards per RMC 4-6-060 require a 16 foot paved width. 6. Refer to City code 4-4-080 regarding driveway regulations. a. A minimum separation of 5 feet is required between driveway and the property line. b. Maximum driveway slopes shall not exceed 15%. Driveways exceeding 8% shall provide slotted drains. 7. Street grades shall not exceed 15 percent. 8. ADA access ramps shall be installed at all street crossings. Ramps shall be shown at each intersection. Ramps shall be oriented to provide direct pedestrian crossings. 9. Street lighting and street trees are required to meet current city standards. Lighting plans are required to be submitted with the land use application and will be reviewed during the construction utility permit review. 10. A traffic impact analysis is required when the estimated vehicular traffic generated from a proposed development exceeds 20 vehicles per hour in either the AM (6:00 – 9:00) or PM (3:00 – 6:00) peak periods. The analysis must include a discussion on traffic circulation to and from the site and onsite traffic circulation. The study shall include trip generation and trip distribution for the project for both AM and PM peak hours. 11. Paving and trench restoration shall comply with the City’s Trench Restoration and Overlay Requirements. 12. The transportation impact fee is based on the type of land use. See the City’s Fee Schedule for a list of impact fees based on land use. Transportation impact fees are subject to change based on the year the building permit is applied for. CITC Facility – LUA19-000214 October 8, 2019 Page 7 of 7 GENERAL COMMENTS 1. All existing and proposed utility lines (i.e. electrical, phone, and cable services, etc.) along property frontage or within the site must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector. 2. Maximum exposed retaining wall height is 6-ft and shall be setback a minimum of 3-ft from the right-of-way as outlined in RMC 4-4-040 – Fences, Hedges and Retaining Walls. 3. Adequate separation between utilities as well as other features shall be provided in accordance with code requirements: a. 7-ft minimum horizontal and 1-ft vertical separation between storm and other utilities is required with the exception of water lines which require 10-ft horizontal and 1.5-ft vertical. b. The stormwater line should be minimum 5 feet away from any other structure or wall or building. c. Trench of any utility should not be in the zone of influence of the retaining wall or of the building. 4. All civil construction permits for utility and street improvements will require separate plan submittals. All utility plans shall confirm to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. Please visit the Development Engineering Forms page for the most up-to-date plan submittal requirements: http://rentonwa.gov/business/default.aspx?id=42473 5. A landscaping plan and tree retention shall be included with the civil plan submittal. Each plan shall be on separate sheets. 6. Additional Building Permit Applications will be required for the following, but not limited to: a. Any retaining walls that exceed 4 feet in height, as defined by RMC 4-4-040. b. Detention vaults for storm water flow control. c. Demo of any existing structures on the project site(s). 7. Fees quoted in this document reflect the fees applicable in the year 2019 only and will be assessed based on the fee that is current at the time of the permit application or issuance, as applicable to the permit type. Please visit www.rentonwa.gov for the current development fee schedule. Page 1 of 3 PROJECT LUA19-000214 CITC Headquarters 1300 Bronson Way N, Renton City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET POLICE RELATED COMMENTS 25 Police Calls for Service Estimated Annually CONSTRUCTION PHASE To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. Toolboxes and storage containers should be secured with heavy-duty padlocks and kept locked when not in use. The site will need security lighting and any construction trailer should be completely fenced in with portable chain-link fencing. The fence will provide both a physical and psychological barrier to any prospective thief and will demonstrate that this area is private property. Construction trailers should be kept locked when not in use, and should also have a heavy-duty deadbolt installed with no less then a 1-1/2” throw when bolted. Any construction material that contains copper should be removed from the construction site at the end of each working day. Glass windows in the trailer should be shatter-resistant. I also recommend the business post appropriate “No Trespassing” signs on the property while it’s under construction. This will aid police in making arrests on the property after hours if suspects are observed vandalizing or stealing building materials. The use of off- duty police officers or private security guards to patrol the site during the hours of darkness is also recommended. A Business Trespass Authorization Agreement, allowing the police to trespass upon your behalf, can be completed and submitted to the Renton Police Department. For a copy of the authorization form, please contact Sandra Havlik at Shavlik@rentonwa.gov or 425-430-7520. COMPLETED BUILDING Access Control Access control is the ability to decide who gets in and out of your business. It’s important to direct all foot and vehicle traffic towards the main entrance of the building. The Urban Design submitted to the City of Renton does show that the main entry will be highlighted as the focal entry point to the building, directing path of travel towards a well-lit prominent entry point, through the use of lighting, landscaping and special paving. Excess entry doors should be designed so that they automatically lock when closed and only serve as emergency exits. Windows should be designed so that they can’t be used as entry points for people, although some could be equipped to be utilized as emergency exits if needed. Page 2 of 3 Doors/Glass All exterior doors should be made of solid metal or metal over wood, with heavy-duty deadbolt locks, latch guards or pry-resistant cylinders around the locks, and peepholes. All strike plates should have 2-1/2 to 3” wood screws. If glass doors are used, they should be fitted with the hardware described above and additionally be fitted with a layer of security film. Security film can increase the strength of the glass by up to 300%, greatly reducing the likelihood of breaking glass to gain entry. Security It’s not uncommon for a commercial business to experience theft and/or vandalism during the hours of darkness or when the business is closed. It would be recommended that an auxiliary security service be used to patrol the property during those times. Any alternative employee entrances should have coded access to prevent trespassing. Exterior doors should be checked routinely to insure they are not being propped open. Lighting Lighting is collectively considered to be one of the most important security features. Good lighting has been documented to deter crime and produce a more secure environment. Good lighting also enhances the effectiveness of CCTV systems. All areas of parking and pedestrian travel need to have adequate lighting. This will assist in the deterrent of theft from motor vehicle (one of the most common property crimes in any city) as well as provide safe pedestrian travel for employees and customers. Based on plans submitted to the City of Renton CITC Renton Headquarters has noted several considerations for adequate pedestrian and parking lot lighting, increased lighting for safety and wayfinding, as well as in and around the facility. Plans indicate that CITC has consulted with lighting experts on proper selection and placement that adhere to the standards of the Illuminating Engineering Society (IES) as well as CPTED standards. Landscaping The “Broken Window Theory” says, “An ordered and clean environment – one which is maintained – sends the signal the area is monitored and that criminal behavior will not be tolerated.” All trees should be trimmed six to eight feet up from the ground. Shrubs should be pruned to no more than three feet tall. This will help eliminate areas of concealment for suspicious persons. Trees and shrubs which are not maintained can cause safety issues. Since the planned landscaping will be in its “infant” stages once the business is completed I do not anticipate this being an issue within the first few months. However, regular maintenance should be planned and landscaping monitored to stay within the above mentioned guidelines. CITC plans indicate substantial landscaping between sidewalks and the building, as well as “landscaping screeners” around parking areas, and enhanced and extensive landscaping surrounding the main entry point designed to be marking it as a “community space”. As noted above, landscaping must be well maintained to prevent overgrowth and/or create areas that could be considered unsafe if individuals or criminal activity can go unseen by passerbies or security doing patrols of the area. Page 3 of 3 Benches are to be included at the main entrance of the “community space” for seating. The main entry will also include a recessed and covered vestibule. While trying to incorporate a community space you may also be inviting “loitering” to some who will use your space for sleeping, gathering, cover during undesirable weather and/or those with possible criminal intent. Benches should be designed that they are comfortable for limited sitting, however, do not provide the comforts of stretching out and sleeping. A possible suggested design is attached for reference: Territoriality/Signage Territoriality refers to measures that reinforce a message of ownership over the business. The most straight-forward examples of territoriality are signs restricting access, directing customers to the main entry doors and reception areas, as well as posting the businesses hours of operation. The public needs to be made aware at all times of what space is private and what space is public. Signs and graphics can also assure staff and the public that their safety is being monitored. Likewise, potential perpetrators may be deterred by a notice that they are under surveillance. Proper No Trespassing signs should be posted in conspicuous locations throughout the outside of the buildings (including parking areas) so enforcement action can be taken if needed. Defining clear borders is another step that reinforces territoriality. A low fence or hedge around the edge of the property may not physically stop a trespasser, but it helps identify where public space ends and private space begins. Maintenance further reinforces territoriality. Any unkempt part of the property will soon send a message that no one is particularly concerned about or possessive of that part of the business. If the area remains neglected, it will also seem ideal for misbehavior or loitering. CITC has submitted plans that demonstrate plans to define public and private space; highlighting their entrance by including an interior 2-level entrance atrium, making the south façade the primary focal point of the building and highly visible. CITC signage is planned to be placed above the entrance, which will be well lit, including during evenings. This design is highly recommended and will allow for extra surveillance by passerbies and police, especially during hours of darkness. For further and more specific safety recommendations, I highly encourage that CITC have a Renton Police Crime Prevention Representative conduct a security survey of the premises once construction is complete.