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HomeMy WebLinkAboutREPORT 01 - 1 of 3V CITY OF RENTON DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT - PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 7th day of March 2017, 1 deposited in the mails of the United States, a sealed envelope containing Agenda and Report for Land Use Hearing on 3-14-17 documents. This information was sent to: Ego Sandy S., Valley Children's Clinic Party of Record Associated Valley Obstetrics & Gynecology Party of Record Mark Lampa rd, KC WTD —Project Manager Party of Record William Gragg, NBBJ Architect Valley Women's Healthcare/Renton, Attn: Supervisor Party of Record Daniel Pedersen, Valley Medical Center Contact (Signature of Sender): STATE OF WASHINGTbhV ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Gillian Syverson signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: �1,`uk% I.C, �-- Notary Notary (Print): My appointment expires: c in and far the State of VVI ghin J Milt, `i aS1p110,J, ff� K�Gp °r♦p`�, .� . 0 9-17 VMC Medical Office Building & North Garage Expansion LUA16-OQ093-S,_ECF, BSP, SA -H, MOD template - affidavit of service by mailing CITY OF RENI'ON� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT MEMORANDUM Date: April 25, 2017 To: City Clerk's Office From: Gillian Syverson Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City riArV-_ nrfra ame: VMC Medical Office Building & North Garage Expansion Number: LUA16-00093$, ECF, BSP, SA -H, MOD, MOD, V -H erences: N/A F N/A anager: Clark Close ce Date: December 20, 2016 Applicant: Melanie Gutierrez, NBBJ Owner: PUBLIC HOSP DIST#1 KING CO Contact: Todd Thomas, Becky Hardy, Daniel Pedersen Valley Medical Center PID Number: 3123059065, 8857670040, 8857670060, 8857670050, 8857670100, 8857670110,3123059085 ERC Determination: DNS -M Date: February 3, 2017 Appeal Period Ends: February 17 2017 Administrative Decision: N/A Date: N/A Appeal Period Ends: N/A Public Hearing Date: March 14, 2017 Date Appealed to HEX: N/A By Whom: N/A HEX Decision: Approved with conditions Date: April 5, 2017 Appeal Period Ends: Aril 19 2017 Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: Location:{j Comments: ERC Determination Types: DNS - Determination of Non-Signiticance; UNS-M -- uetermination or Nan -Significance -Mitigated; DS - Determination of Significance. N do Denis Law Mayor *rR Community& Economic Development C. E. "Chip" Vincent, Administrator May 16, 2017 Melanie Gutierrez N BBJ 223 Yale Ave NE Seattle, WA 98109 SUBJECT: REVISION REQUEST VMC Medical Office Building & North Garage Expansion, LUA16-000938, ECF, BSP, SA -H, MOD, MOD / 1st Amendment to Valley Medical Center North Campus Binding Site Plan Dear Ms. Gutierrez: The City of Renton has completed the initial review of your proposed 1st Amendment to Valley Medical Center North Campus Binding Site Plan at 400 S 43rd St, Renton, WA 98055 (parcel nos. 885767-0040, -0050, -0100, -0110, 3123059085, and 3123059065). The following changes will be necessary in order for the City to approve your proposal: 1. Provide a provision on the face of the binding site plat requiring any subsequent development of the site to be in conformance with the approved and recorded binding site plan (Hearing Examiner Final Decision, Condition #14). 2. On Sheet 2, label the setback from the existing parking garage to the new lot line between New Lot 2 and New Lot 8 (from the northwest corner of the existing parking garage to the new line measuring 105.00'). Once the changes have been made, please submit a PDF version of the revised binding site plan amendment to my email. The revised plans will be routed for final review and you will be notified when it is appropriate to submit the final signed documents. If you have any questions regarding your application or the changes requested above, please contact me at (425) 430-7289. 1055 South Grady Way, Renton, WA 98057 • rentonwa_gov N Sincerely, � r� Clark t--- Clark H. Close Senior Planner M. Public Hospital District #1 King Co / Owner{s} Daniel Pedersen, Becky Hardi, Todd Thomas / Contact Bill Gragg /Applicant 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov M4) nbbj wzvw. nbbj. tam May 11' 2017 Corey Thomas City of Renton 1055 South Grady Way Renton, WA 98057 Re: Building Permit B 16006712 V2 Comments for U. W. Medicine /Valley Medical Center — North Garage Expansion Dear Mr. Thomas: This letter is provided to formally request modifications from RMC 4-6-060. The modification is the request to allow for the required clear roadway area for emergency vehicles, 150 -feet of access to all points on the buildings per environmental impacts to Panther Creek and deprives approved mitigation measures. RMC 4-6-060(F)(2) Background Table note #8 requires: Either fire sprinklers shall be provided as approved by the Fire Department or a clear roadway area shall be provided for emergency vehicles midblock. All of the clear area must be 20 feet in width for vehicular movement with a minimum length of 50 feet and maximum length of 100 feet, so as to provide emergency access to homes within 150 feet. Along the clear area only, the planting strip would not be required and the clear area will be in place of the landscaping area. Variance Requested The project proposes to provide access road on East side of Garage with East-West nose of the hammerhead turnaround at least 55ft as required. The project's construction type is commercial with full sprinkler coverage. Per the City of Renton Modification Submittal Requirements, in order to approve a modification request, the following six conditions must exist: 1. The applicant suffers undue hardship and the variance is necessary because of special circumstances applicable to the subject property; and the strict application of the Building and zoning code is found to deprive subject property owner of rights and privileges enjoyed by other property owners in the vicinity and under identical classification. 2. The granting of the variance will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity and zone in which subject property is situated. nb bj 0 City of Renton Planning Division May 1" 2017 Page 2 3. Approval shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other properties in the vicinity and zone which subject property is situated. 4. The approval, as determined the Reviewing Official, is the minimum variance that will accomplish the desired purpose. Justification 1. The project proposes fire truck access as shown on the East side of new Garage expansion, access to the North area of the new building overruns the proposed Mitigation Plan to maintain a minimal stream buffer impacts (RMC -4-3-05011). 2. The project proposes to terminate the proposed roadway with a hammerhead which is an acceptable emergency vehicle turnaround. Additionally, the hammerhead will meet the required dimensional standards and be adequately signed, "No Parking". 3. Approval of the modification request would not affect the surrounding properties or further impact abutting wetlands. 4. Approval of the variance request is the minimum variance to accomplish the desired purpose. Thank you for your time and review, should there be any questions please let us know. Sincerely yours, Meiarfie Gutierrez -+ Project Coordinator NBBJ Contact information: Email: mg_utierrez@nbbj cpm Phone: (206) 515-4690 Bill Gragg Email: bgraggg—unbbj.com Cell: (206) 719-7464 Address: 223 Yale Ave. N, Seattle, WA 98109 U16-005901 /40 a 2 - - ---- ----------- Vi7; �un 0 c AD Ao gffC 2 [%25'251-6222 4T* A i 1�q 025;251-0782 FAX TSL E-ff-. -C �-Wk I-- � E NC�N 51I m zo o O :0 z m :10D > r- m r omd-u m -< r- Xo> Z 0)0 > Or z r- z 0 m m m Clark Close From: Melanie Gutierrez <MGutierrez@nbbj.com> Sent: Monday, May 01, 2017 2:37 PM To: Corey W Thomas Cc: Bill Gragg; Clark Close; Ali Sadr Subject: RE: 616006712 Variance Request - Fire Truck Access Corey, Understood, thanks for the quick response, sir. Regards, Melanie Gutierrez Technical Designer NBBJ 223 Yale Avenue North SEATTLE WA 98109 Direct: 206.515.4690 www.nbbi_com ! (cnbbjdesign / httpalmeanstheworid. co From: Corey W Thomas [mailto:CThomas@RentonRFA.org] Sent: Monday, May 01, 2017 2:29 PM To: Melanie Gutierrez <MGutierrez@nbbi.com> Cc: Bill Gragg <bcragg@nbbj.com>; Clark Close <CClase@Rentonwa.gov>; Ali Sadr <asadr@barghausen.com> Subject: RE: 816006712 Variance Request - Fire Truck Access Melanie, This is a variance to IFC section 503, Fire Apparatus Access Roads. This section allows exceptions to the 150 -feet requirement as long as the building is fully fire sprinklered and for other things that you specify like topography and waterways. So yes, the variance is granted for this project specifically. Corey Thomas, Lead Plans Review Inspector Renton Regional Fire Authority I Office of the Fire Marshal 1055 S Grady Way Renton, WA 98057 425-430-7024 1425-430-7722 Fax cthomas@rentonrfa.org (New Emoil) Professionalism . Integrity, Leadership. Accountability. Respect From: Melanie Gutierrez [mailto:MGutierrez@nbbi.com] Sent: Monday, May 01, 2017 13:41 To: Corey W Thomas <CThomas@RentonRFA.or > Cc: Bill Gragg <b_grag@nbbb� com>; Clark Close <CCoose@Renta_ nwa.gov>; Ali Sadr <asadr@harghausen.com> Subject: 816006712 Variance Request - Fire Truck Access Importance: High Hi Corey, Please see attached the initial comments to our design team for our emergency road access discussion. I've included our formal variance request and our civil plan for your reference, see attached. Let us know if you have any concerns or questions. Thanks for your review, Melanie Gutierrez Technical Designer NBBJ 223 Yale Avenue North SEATTLE WA 98109 Direct: 206.515.4690 www.nbbo.com I (a)nbbjdesignn I http--//meansthewodd.co Clark Close From: Bill Gragg <bgragg@nbbj.com> Sent: Wednesday, July 20, 2016 11:19 AM To: Wayne Hiranaka Cc: Michael Ward; Diane Vondruska Subject: FW: Valley Med site plan garage fire truck access? Here is Fire Marshal response. William A. Gragg Senior Associate NBBJ 223 Yale Avenue North SEATTLE WA 98109 Direct: 206.223.5096 Mobile: 206.719.7464 www.nbb'.com I (a7nbbjdesignn / http:l/meanstheworld.co From: Corey W Thomas [maiito:CThomas@RentonRFA.org] Sent: Wednesday, July 20, 201610:42 AM To: Bill Gragg <bgragg@nbbi.com> Subject: RE: Valley Med site plan garage fire truck access? no This is what we envisioned yes. Make sure the east -west nose of the hammerhead turnaround is at least 55 -feet overall width, fyi. Corey Thomas, Plans Review Inspector Renton Regional Fire Authority I Community Risk Reduction 1055 5 Grady Way Renton, WA 98057 425-430-7074 1 425-430-7044 Fax cthomas@rentonrfa.orR (New 'mail) Professionalism . Integrity. Leadership. Accountobility. Respect From: Bill Gragg [mailto:bg.raggO4nbbj.com1 Sent: Wednesday, July 20, 2016 07:37 To: Corey W Thomas Subject: Valley Med site plan garage fire truck access? Corey, see attached our proposed site plan with Fire truck access shown on the east Side of the parking garage as we discussed in our site plan review meeting the other day. Do think this will work? It would be difficult to wrap around the north Side of garage With creek hank right there. Let me know if this works for you as l think it is more than 150 to reach the middle area, but the drive is as we discussed? William A. Gragg Senior Associate NBBJ 223 Yale Avenue North SEATTLE WA 98109 Direct: 206.223.5096 Mobile: 206.719.7464 www.nbbi.com 1 cbnbbjdesign I http:llmeanstheworld.co 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 9 0 1.1] Dials]:7 a Y 1141141 I xI 91afis W -110.11a m to 0) to Y II NMI 111015i14_�i► li�Cl ML Valley Medical Center Medical Office Building and North Garage Expansion Binding Site Plan Amendment, Hearing Examiner Site Plan, and Street Modification LUA16-000938, ECF, BSP, SA -H, MOD FINAL DECISION SUMMARY The applicant has requested a Binding Site Plan Amendment, Site Plan Review, Environmental Review, and a Street Modification in order to construct a a 5 -story 160,000sf medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 S 43rd St. The medical office building includes an underground tunnel connection to the main hospital and a pedestrian bridge to the garage; the garage expansion includes a staff vehicular access ramp to the upper floors from Talbot Rd S. The Binding Site Plan Amendment, Site Plan Review, Environmental Review, and a Street Modification are approved with conditions. TESTIMONY Clark Close, senior planner, discussed the staff report, the history of the project and the present request. In response to the Examiner, Mr. Close provided greater detail regarding the requested street modifications and the City's requested driveway channelization condition. No further testimony was presented. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 0 EXHIBITS The March 14, 2017 staff report Exhibits 1-38 identified at page 2 of the staff report itself were admitted into the record during the hearing. The staff PowerPoint was admitted as Exhibit 39 during the hearing. The following additional exhibits were also admitted during the hearing: Exhibit 40: Google Maps Exhibit 41: City of Renton COR Maps FINDINGS OF FACT Procedural: 1. Applicant. The applicant is UWNalley Medical Center (VMC). 2. Hearin. The Examiner held a hearing on the subject application on March 14, 2017 at 12:00 pm in the City of Renton Council Chambers. At the close of the hearing, the applicant requested a continuance until March 28, 2017, limited to review of a proposed construction noise variance request. On March 21, 2017, the applicant withdrew the variance request. The examiner closed the record at close of business on March 21, 2017. 3, Project Description. The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000sf medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 S 43rd St. The medical office building (MOB) includes an underground tunnel connection to the main hospital and a pedestrian bridge to the garage; the garage expansion includes a staff vehicular access ramp to the upper floors from Talbot Rd S. The proposal includes a large underground detention vault. The project site is approximately 5.7 acres (247,967sf) of a larger 33.07 -acre site and includes several existing lots and one tract. The project site area is located near the northwest corner of the existing Valley Medical Center campus. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone. Surrounding uses primarily include medical office buildings in the CO zone and limited single family residences in the R-8 zone. The site includes three Type F streams (Panther Creek, Stream B and Stream C), high erosion hazards, moderate landslide hazards, regulated slopes, and a large Category Il wetland at the northwest corner of the site (Wetland A). A Biological Assessment/Critical Areas Study was submitted by the applicant, prepared by The Watershed Company on October 2016 (Exhibit 16). According to the Study, the northernmost portion of the project area is located within the 115 -foot standard buffer of Panther BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 0 9 Creek (classified as a Type F stream). Two (2) other Type F streams are also located onsite (Stream B and Stream C) and a large Category Il wetland is also located onsite at the northwest corner (Wetland A). The project would be built in two (2) phases, the garage expansion followed by the medical office building (MOB). The north garage expansion project would expand the existing parking garage at the north end of the campus. The new parking garage would add 905 net new parking spaces and would be located directly east of the existing garage (Exhibit 18). The new parking garage measures approximately 186.5 feet wide by 313 feet long (Exhibit 4) and the new MOB measures approximately 154 feet wide by 218 feet wide (Exhibit 5). The parking garage expansion includes an employee vehicular access ramp from Level 8 (Exhibit 9), through the driveway serving the Human Resource Building, to Talbot Rd S (a two-way stop controlled intersection). The new medical office building and the new north parking garage expansion would be connected via a pedestrian bridge. The medical office building would be connected to the main hospital building via an underground tunnel connection (Exhibit 10). The two new buildings are intended to be integrated into the overall Valley Medical Center campus (Exhibits 33 and 34). The Valley Medical Center campus parcels contain 888 patient/visitor parking stalls, 1,531 employee stalls, and 112 physician stalls for a total of 2,531 parking stalls. Parking for employees and visitors is provided in two (2) parking structures as well as several surface lots (Exhibit 18). There are seven (7) access points from the public streets to Valley Medical Center parcels. Access to the new medical office building and north parking garage expansion would primarily come from Talbot Rd S/VMC North Access Road -S 177th St or the Talbot Rd S/HR Lot Driveway and Future Garage Access just south of the Human Resources (HR) Building (Exhibits 17 and 25). The proposed project is anticipated to include a traffic signal at Talbot Rd SIVMC North Access Road - S 177th St intersection along with additional signage and roadway improvements within the intersection. The project development would utilize and extend utilities as part of the civil construction permits. The applicant is proposing an amendment to the Valley Medical Center North Campus Binding Site Plan that was approved by the City of Renton on November 22, 1993 (Exhibit 24). The First Amendment to Valley Medical Center North Campus Binding Site Plan seeks to adjust lot lines and parcel boundaries to contain adequate lot sizes for the new medical office building on proposed Lot 4 (proposed lot size 55,667sf) and the new parking garage on proposed Lot 8 (proposed lot size BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 192,300sf) (Exhibit 3). In general, a few nonconforming lots would be combined or adjusted so that structures do not cross over lot boundaries. There are approximately 471 significant trees located on the Valley Medical Center campus, of which the applicant is proposing to retain 239 trees. Site topography descends from Talbot Rd S to State Route 167 with an estimated total elevation change of approximately 84 feet. Approximately 3.77 acres of the 33.07 -acre hospital site would be subject to fill, excavation and grading. The project is anticipated to excavate 62,000 cubic yards. The City's Environmental Review Committee issued s SEPA Determination of Non -Significant Impact Mitigated on January 30, 2017. The DNS -M included four mitigation measures. No appeals of the threshold determination were filed. On January 3, 2017, staff received three (3) agency comments from Muckleshoot Indian Tribe Fisheries Division, King County Department of Natural Resources and Parks — Wastewater Treatment Division, and King County Metro Transit and responded on January 11, 2017 (Exhibits 27-32). The Muckleshoot Tribe commented about the fish habitat on Panther Creek. King County DNR asked for information about the grading plan. Metro discussed transit issues. Agency concerns are reflected in the Conditions of Approval. 4. Ade uac of Infrastructure/Public Services. The project will be served by adequate infrastructure and public services as follows: A. Water and Sewer Service. The site is served by the City of Renton for all water and sewer service. There are four 12 -inch and one 8 -inch water mains within the subject's vicinity. Water mains are located both within the existing medical campus and Talbot Road S. Additionally, there are six fire hydrants serving the subject. Extensive improvements to the water and sewer systems will be required. Many of these improvements will be made under construction permit U16-005901, as described on pages 21-23 of the staff report. The City is also requiring the following improvements to the water system: • The existing fire hydrant (COR Facility ID IIYD-S-00273) located on the south side of the north VMC internal site road and north of the new MOB is proposed to be removed. A new fire hydrant is proposed west of the existing location near the drive aisle entrance to the new MOB. The existing fire hydrant (COR Facility ID HYD -S-00196) located near the SE corner of the proposed MOB is proposed to be removed as it sits in the footprint of the new MOB. A new fire hydrant is proposed east of the existing location along the existing hydrant run in a landscape island. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 4 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Fire hydrant locations shall meet standards from the RFA. • A new 8" fire line is proposed to serve the MOB building from the existing 12" water main located along the southern frontage of the north VMC internal site road. The fire line shall have a double detector check assembly (DDCVA) in an exterior underground vault per COR Standard Plan 360.2 or inside the building per COR Standard Plan 360.5. If the DDCVA is proposed in the building, mechanical room plans shall be provided with the construction plans for the MOB. The FDC is shown as wall mounted on the NW comer of the MOB. The fire department connection (FDC) shall be within 50' of a fire hydrant per City standards or in a location approved by the RFA. A post indicator valve (PIV) per City standards is required on the fire line. • A new 4" domestic water service with a 3" meter is proposed to serve the MOB from the existing 12" water main located along the southern frontage of the north VMC internal site road. A 3" water meter needs to be in a vault with an external bypass per COR Standard Plan 320.4. The water plans submitted for the construction permit shall show an appropriate location for this meter assembly. An easement shall be provided for the domestic water meter. A reduced pressure backflow assembly (RPBA) shall be installed downstream of the meter in an above ground heated enclosure per COR Standard Plan 350.2. The RPBA may be located inside the building if coordinated with the City plan review and City water utility department. If the RPBA is proposed in the building, mechanical room plans shall be provided with the construction plans for the medical office building. • Pressure reducing valves are required downstream of the domestic water meter if pressure exceeds 80 psi. • A separate meter is required for landscape irrigation per COR Standard Plan 320.1. A double check valve assembly (DCVA) is required behind the meter per COR Standard Pian 340.8. An easement shall be provided for the landscape irrigation meter. * Water improvements shall be designed in accordance with Appendix J of the City's 2012 Water System Plan. Adequate horizontal and vertical separation between new mains and other existing and proposed utilities (sewer lines, storm drains, gas lines, power and communication duets) shall be provided for the operation and maintenance BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 5 1 of the water main. Retaining walls, rockeries, or similar structures cannot be installed 2 over the water main unless the water main is installed inside of a steel casing. 3 • The MOB site would be subject to water system development charges (SDCs) based on 4 the size of the domestic water meter and fire service. The 2017 water SDCs for a 3" 5 water meter is $53,776.00 and for an 8" fire service is $35,955.00. Meters larger than 2" shall be provided and installed by the applicant. Meters larger than 2" are subject to 6 a $220.00 processing fee. Additional fees are required for water quality inspection tests 7 and meter tests. Please see the 2017 Development Fees document for a complete list of fees. These fees are due at the time of construction permit issuance. 8 9 The city is requiring the following improvements to the sewer system: 10 • A 6" side sewer is proposed from the MOB to the 8" sewer stub -north of the building. The 1 I side sewer shall have a minimum slope of 2%. 12 . If a commercial kitchen is proposed in the MOB, a grease interceptor would be required. 13 The grease interceptor shall be sized based on drainage fixture units in accordance with standards found in the latest edition of the Uniform Plumbing Code (UPC). The grease 14 interceptor shall drain by gravity to the sewer main. The grease interceptor shall be located onsite so that it is accessible for routine maintenance. 15 16 • The MOB site would be subject to a sewer system development charge (SDG) based on 17 the size of the domestic water meter. The 2017 sewer SDC for a 3" water meter is $40,640.00. This fee is due at the time of construction permit issuance. 18 19 . The applicant shall contact King County WTD to determine if an Industrial Waste Permit is required for this facility. 20 21 Each of the above improvements will be addressed as Conditions of Approvals. As conditions, there will be adequate provision for water and sewer service. 22 23 B. Fire and Police. Police and Fire Prevention staff indicates that sufficient resources exist to furnish services to the proposed development with 271 calls for service estimated annually by the Renton 24 Police Department (80 estimated for MOB and 191 for parking garage expansion); subject to the 25 condition that the applicant provides Code required improvements and fees. Approved fire sprinkler and fire alarm systems are required throughout the buildings and dry standpipes are 26 required in all stairways. Building must be equipped with at least one elevator that meets the size BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 requirements of a bariatric size (car size 40" by 84") stretcher and buildings must comply with Renton's emergency radio coverage ordinance. Separate plans and permits are required to be submitted and approved by the Renton Fire Authority. Fire department apparatus access roadways are required within 150 feet of all points on the buildings. According to the fire plan review comments, this requirement is not being met with the proposed site plan. A condition of approval will require the applicant to comply with the required access roadways within 150 feet of all points on the buildings or obtain an access variance from the Renton Fire Authority prior to building permit issuance. Fire impact fees are applicable at the rate of $0.87 per square foot of commercial medical office space. No fire impact fees are charged for parking structures. This fee is paid at time of building permit issuance. C. Drainage. Storm drainage is adequately addressed by the proposal. Storm water improvements are required under construction permit U16-005901, as described on page 19 of the staff report. A Preliminary Technical Information Report (TIR) prepared by Barghausen Consulting Engineers, Inc. (dated January 20, 2017; Exhibit 15) was provided for review. The TIR was completed in accordance with the standards found in the 2017 Renton Surface Water Design Manual (RSWDM). All nine core and six special requirements were addressed. A detention vault is proposed to meet the flow control facility requirement.' The detention vault is sized in accordance with the City's Flow Control Duration Standard (Forested Site Conditions) using WWHM. A Modular Wetland is proposed to meet the enhanced basic water quality treatment requirements. Additionally, the City is requiring several additional drainage improvements as Conditions of Approval including: • Onsite BMPs are required for the site per Core Requirement #9. The site shall meet the Large Lot BMP Requirements found in Section 1.2.9.2.2 of the 2017 RSWDM. Onsite BMPs shall be evaluated for feasibility in accordance with Appendix C of the RSWDM. The final TIR shall be updated to clearly show how this project is meeting the requirements of this section. The response to Core Requirement #9 in the preliminary TIR does not evaluate the feasibility of the onsite BMPs as described in Section 1.29.2.2. Permeable pavement that has an underdrain or is lined cannot receive an onsite BMP sizing credit. Porous concrete sidewalk (permeable pavement) is shown on the drainage and utility plan. Permeable pavement shall meet the standards found in Section C.2.7 of the RSWDM. If permeable pavement is deemed infeasible by the requirements of this section, then BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 additional BMPs shall be evaluated in accordance with the standards found in Section C.1.3.2 of the RSWDM. • A Geotechnical Engineering Study prepared by GeoEngineers Inc. (dated September 16, 2016; Exhibit 13) was provided for review. The infiltration section of the geotechnical report references the 2009 KCSWDM for the infiltration testing requirements. The MOB site is being reviewed under the 2017 RSWDM requirements. This section of the report shall be updated to conform to the 2017 RSWDM requirements. In addition, the geotechnical report shall be amended as necessary to accommodate the infiltration BMP testing requirements to determine the feasibility as found in Appendix C of the 2017 RSWDSM. Section C.1.3 provides an overview of the soils report requirements for application of On -Site BMPs. Additional feasibility requirements are found for each BMP in Section C.2. • Relocation of existing storm drains to accommodate new construction shall be designed and sized in accordance with the standards found in Chapter 4 of the RSWDM. • The MOB site is subject to a stormwater system development charge (SDC) based on the amount of new impervious surface. The 2017 stormwater SDC is $0.641 per square foot of new impervious surface but not less than $1,608.00. This fee is due at the time of construction permit issuance. D. Transportation. Traffic impacts are adequately mitigated by the proposal. As conditioned, level of service standards will not be reduced below adopted levels for the proposal and traffic impact fees will be assessed to pay for proportionate share transportation system impacts. The applicant submitted a Traffic Impact Analysis prepared by Walker Parking Consultants (Ex. 17 & 25). The applicant is proposing two main points of vehicular ingress and egress to serve the new buildings onsite, which is needed for customer and employee parking, pick-up and drop-off, but also must comply with Fire Department requirements for access. Talbot Rd S is classified as a collector arterial. Per RMC 4-6-060, a collector arterial with 3 lanes shall have a right-of-way width of 94' with a pavement width of 57' consisting of 2 10' travel lanes, 1 — 11' center turn lane, 2 — 5' bike lanes, and 8' parking lanes on each side of the roadway. Without an approved modification, a 0.5' curb, 8' planter, and 8' sidewalk would be required BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 along each side of the roadway. 2' clear from the back of sidewalk to the edge of right-of-way would also be required along each side of the roadway. S 43rd St is classified as a principal arterial. Per RMC 4-6-060, a principal arterial with 7 lanes shall have a right-of-way width of 125' with a pavement width of 88' consisting of 6 —10' travel lanes, 1 — 12' center turn lane, and 2 -- 5' bike lanes. Without an approved modification, a 0.5' curb, 8' planter, and 8' sidewalk would be required along each side of the roadway. 2' clear from the back of sidewalk to the edge of right-of-way would also be required along each side of the roadway. The applicant submitted a street modification request (dated December 19, 2016; Exhibit 36). The applicant requested a modification from the street standards in order to retain the existing curb to curb width (paved roadway width) and 6' concrete sidewalk on each side of the two roadways. Staff supports both modification requests with conditions of approval (See Decision condition of approval No. 5). The MOB is projected to generate approximately 359 AMpeak hour trips, 641 mid-day trips, 536 PM peak hour trips, and 5,420 daily trips. With respect to intersection level of service the TIA (Ex. 17 and 25) noted existing severe operational deficiencies and project related level of service deficiencies! The following intersection improvements will be required at the Talbot Rd SNMC North Access Rd -S 177th St intersection prior to certificate of occupancy of the new medical office building (MOB): 1. Relocate the VMC North Driveway to align with S 177th St; 2. Install a signal with permissive phasing; 3. Add two (2) 100 -foot long eastbound lanes from the VMC site to Talbot Rd S, one of the lanes would be through left and the other would be right only; 4. Add a drop right turn lane from the southbound approach from Talbot Rd S to the VMC site; 5. Provide a wider throat for the VMC North Driveway inbound lane from Talbot Rd S; 6. Install all curb returns to City standards; 7. Install all curb ramps and crosswalks to City and ADA standards; and 8. Install Accessible Pedestrian Signals (APS). ' For an in-depth, intersection by intersection analysis, refer to the staff report, Finding of Fact 29, pages 24-27, adopted herein as if set forth in full. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Additional conditions of approval will require the applicant to improve the southbound Talbot Rd S approach to include a southbound right -tum lane into the North driveway and improve the eastbound North Driveway egress to consist of one left-turn/through land and one right -turn lane. Signalize intersection (permissive phasing). The existing crosswalk at the VMC south driveway across Talbot Rd S is equipped with a rectangular rapid flashing beacon (RRFB). The crosswalk at the central driveway across Talbot Rd S is equipped with an older beacon. A condition of approval will require the applicant to replace the central driveway beacon with a rectangular rapid flashing beacon to increase pedestrian safety. A further condition of approval will require the applicant to submit a pedestrian signal plan for review and approval by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to building permit approval. A transportation impact fee will be assessed for the MOB. The current 2017 transportation impact fee for a medical office building is $16.47 per square foot of building. A transportation impact fee is not required for the north parking garage expansion structure. The required transportation fee for the MOB is due at the time of building permit issuance. A condition of approval will require the applicant to submit a street lighting analysis to the City at the time of construction permit review. Any additional required street lighting shall be in accordance with City standards. Conditions of approval will require a transportation concurrency approval based upon a 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 (Exhibit 37). E. Parking. The RMC requires a total of 800 parking spaces (a minimum and maximum of 5.0 per 1,000sf of net floor area). The Valley Medical Center campus contains 888 patient/visitor parking stalls, 1,531 employee stalls, and 112 physician stalls for a total of 2,531 parking stalls. Parking for employees and visitors is provided in two (2) parking structures as well as several surface lots (Exhibit 18). Both proposed structures will be constructed over existing surface parking. The new parking garage will contain 1,136 stalls, which is a net addition of 905 new spaces over the existing capacity. The proposed parking exceeds the minimum required and is within 25% of the maximum (RMC 4-4-080(F)(10)(c)(1)). Adequate provisions for parking are provided without creating an overabundance of parking. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 F. Bicycle Stalls. Eighty covered bicycle stalls are required and proposed. The applicant is proposing 80 bicycle parking spaces (40 bicycle racks serving 2 bicycles each) on the third level of the north garage expansion (Exhibit 9) which complies with the minimum required number of covered bicycle parking spaces. The bicycle parking area is proposed to be enclosed with a 3'-6" chain link fence with a gate. G. Vehicular Access and Internal Circulation. The subject property has over 2,000 linear feet of frontage along S 43rd St and Talbot Rd S. including intersections at Davis Ave S; HR Lot Driveway & Future Garage Access; three VMC driveways, and S Carr Road. Each of these intersections are operating at LOS D or better during the AM, Mid -Day, and PM peak hours with the exemption of the Talbot Road S/VMC North Driveway -S 177th St Intersection during the AM and PM peak hours and the Talbot Rd SIS 43rd St intersection during the AM peak hour. Within the first 315 feet of property frontage along Talbot Rd S, from the northeast corner of the VMC campus to the south side of the Talbot Road SAVMC North Driveway -S 177th St Intersection there are three (3) driveways. Per RMC 4-4-080I.4.b there shall be no more than one driveway for each one hundred sixty-five feet (165) of street frontage serving any one property or among properties under unified ownership or control. A condition of approval will require the applicant to provide a channelization plan to reduce the number of driveways impacting Talbot Road. The applicant should seek to reduce the number of driveways along Talbot Rd S, north of Talbot Rd S (NS)NMC North Access Rd -S 177th St (EW), or reduce the overall impacts created by three (3) successive driveway approaches within 190 feet of each other (Talbot Rd S (NS)/HR Lot Driveway & Future Garage Access, Talbot Rd S (NS)NMC North Access Rd -S 177th St, and Talbot Rd S/3915 Talbot Rd S). H. Pedestrian Circulation. The TIA notes there are no bicycle facilities along the project frontage, though there are signalized crosswalks at the VMC driveways on Talbot Road and in each direction at the S 43rd St and Talbot Rd S intersection. There is no crosswalk across S 43rd St at the Davis Ave S intersection; however, there is a pedestrian and vehicular underpass that provides connections from staff parking lots south of S 43rd St to the VMC campus. The applicant is proposing a common surface pedestrian connection between the building entrances to Talbot Rd S via an existing sidewalk that runs on the south side of the pharmacy building (VPCN) (Exhibit 34). In addition, the applicant is proposing an underground tunnel connection from the MOB to the main hospital and a pedestrian bridge from Level 7 of the parking garage to the third floor of the MOB (Exhibits 9 and 10). The north parking garage expansion includes a pedestrian sky -bridge to and from the new MOB to make pedestrian crossing convenient and safe. The east and west elevations of the MOB contain an entry/drop-off point along the east and west elevations and a pick-up area in front of BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - I 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 0 the east elevation of the building. Blub-out planter strips with landscaping also extend beyond the sidewalk along the face of the building to serves as a safety buffer between vehicular traffic and pedestrians. The floor plan throughout the structured north parking garage expansion includes pedestrian circulation pavement markings from the parking stalls to the enclosed lobby area on each floor (Exhibit 9). King County Metro Transit (Metro) operates Route 169 on Talbot Rd S in front of Valley Medical Center. This Route provides frequent daily service between the Renton Transit Center and Kent Sounder Station. Metro has a northbound and southbound stop pair at the intersection of Talbot Rd S and S 177th St intersection. Metro has requested that when street improvements are designed that those improvements include upgrades to the two bus stops. Improvements requested include accessible boarding areas, shelter footings, and suitable queueing and waiting areas for transit users (Exhibit 31). A condition of approval will require the applicant to make bus shelter improvements to the two (2) existing bus stops consisting of accessible boarding areas, shelter footings, and queueing and waiting areas for transit users at the intersection of Talbot Rd S and S 177th St intersection. Civil construction plans shall be submitted for review and approval by the City of Renton Plan Review Project Manager prior to issuance of the right-of-way construction permit for the signalized intersection. All required bus shelter improvements shall be completed prior to certificate of occupancy of the new medical office building (MOB). I. Landscaping. The applicant submitted a proposed landscaping plan that substantially meets the code requirements (Ex. 8). Much of the existing landscaping within the medical campus will be retained. The landscape plan includes planting areas, hardscape, lighting, and site furniture (such as wood bench seat on architectural concrete site wall) that would be incorporated throughout the site plan. The landscaping plan proposes 58 new trees. A Tree Protection Plan prepared by Washington Forestry Consultants, Inc. (Exhibits 6 and 19) was submitted with the land use application. Twelve of the 14 parcels on the Valley Medical Center campus contain trees. Altogether, the 33.07 -acre campus was found to contain 471 significant trees. The applicant is proposing to retain 239 trees (Exhibits 6 and 19). The applicant is required to retain 10 percent (10%) of the trees located onsite that are not located within the proposed rights-of-way or access casements. Of the 97 significant trees within the project area, the applicant is proposing to retain 7 trees to meet the 10% tree retention requirement (Exhibit 7). The applicant has demonstrated compliance with the Tree Retention requirements of the code. J. Refuse Enclosure. The code requires a total of 960sf of combined refuse and recycling area based on a total of 160,000sf of gross floor area. The applicant has proposed 1,248sf of refuse and recycling area. The refuse and recycling enclosure plan (Exhibit 10) is enclosed on three sides BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 12 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 and is built into the west facing slope. No details were provided with gate hardware for the 23 - foot wide opening facing west. Weather protection of refuse and recyclables must be ensured by using a roof over the storage area. A condition of approval will require the applicant to provide a revised refuse and recycling enclosure plan that provides a detail cut -sheet of the sclf-closing door mechanism and includes a roof over the proposed storage area (or any future proposed refuse and recycling storage areas onsite). The plan shall be submitted to, and approved by, the Current Planning Project Manager prior to building permit approval. K. BuildingE. The primary entrance to the MOB is located on the facade facing Talbot Rd S. The entrance is connected to the public sidewalk via a pedestrian sidewalk on the south side of the pharmacy building (VPCN) (Exhibit 34). The MOB includes a vestibule, outdoor benches and landscaping. The north parking garage expansion includes covered bicycle parking, weather protection, and heated and cooled lobbies. Based on the location of the building there is no distinction between the entries from the parking lot or those related to the street. The MOB building is served by three (3) separate entrances: east fagade, west fagade or via the parking garage bridge to the MOB. Each entrance is important to building access and each are designed to be architecturally prominent in order to provide clear entrance points to the building. L. Building Facades. As noted in the Staff Report (Ex. 22), the buildings largely comply with the City's design standards for modulation, articulation, defined entrances and display windows. Windows, doors and other architectural details are used in the building elevations to provide visual interest visible from the interior pedestrian pathways. The MOB building would be constructed into the west facing slope of the lot to reduce the height and massing of the building to match the overall character of the other medical office buildings along the north end of the VMC campus. The first two levels of the north parking garage structure would be constructed below grade to further reduce massing of the structured parking garage along the higher elevation of the site along the east facing elevation. Articulations of the fagades include recessed vestibules, canopies over the entrances, a 14 -foot wide pedestrian bridge that extends beyond the building plane along the west elevation and wraps around a portion of the south elevation. The north parking garage expansion includes an employee ramp along the east elevation of parking garage to add visual break to the structure. These building characteristics, modulations and articulation intervals are generally consistent with the other VMC campus buildings. M. Building Materials. The MOB contains a combination of durable metal composite material wall panel and glazing. Accent materials include metal panel soffit, metal canopies, metal panel vestibule, and formed metal wall panels. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 0 The north parking garage contains a combination of CMU with cement plaster finish, concrete and the southern faVade would incorporate metal composite material wall panel to be contextual with the MOB. Accent materials include cable rail chain link partitions and louver areas. N. Ground Level Details. The applicant has proposed human scale elements including landscape features, large windows, and varied material patterns at the primary entrances. Window patterns match other building on campus. Architectural detailing elements include entrance detailing/weather protection and contrasting materials. O. Roof Lines. The MOB elevation plans provide extended vertical roof screens ,projecting above the roof top and north parking garage expansion provides extended building features at the northeast and southeast corners of the structure. These treatments provide varied roof profiles consistent with the intent and guidelines. P. Recreation and Common Open Spaces. Together the proposed new MOB and north parking garage expansion include up to 541,300sf of use. The site plan includes site furniture (such as wood bench seats on architectural concrete site walls) that would be incorporated throughout the VMC campus. The new building would be incorporated into the overall campus, which provides for additional pedestrian -oriented space. Q. Equipment Screenin . The applicant is proposing formed metal wall panel as screening above the roofline of the MOB (Exhibit 26). The screening covers 80 percent of the roof surface area in order to adequately enclose the utility equipment. The ground equipment is proposed to be located within the combined utility and refuse and recycling enclosure. R. Lighting. It appears through various elements of the submittal package that the applicant intends to comply with the City's lighting standards. However, the applicant did not provide a specific lighting plan. The applicant will be required to submit a lighting plan at the time of building permit review. 5. Adverse Impacts. There are no significant adverse impacts associated with the project. Few adverse impacts are anticipated. Adequate infrastructure serves the site as determined in Finding of Fact No. 4. The SEPA MDNS mitigation measures in the Environmental Report (Ex. 1) are adopted as Conditions of Approval. Adoption of Ex. 22 encompasses both the Findings of Fact and the Conclusions of Law of Staff. All other adverse impacts discernible from the record are also fully mitigated. Impacts are more specifically addressed as follows: A. Geologically Hazardous Areas. The subject property is within high erosion hazards, moderate landslide hazards, and regulated slopes. The applicant submitted two (2) geotechnical reports prepared by GeoEngineers Inc. (Exhibits 12 and 13). Due to variable soil conditions being present BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 14 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 at the anticipated foundation elevations, the geotechnical reports states that shallow foundations bearing on native or structural fill are anticipated for foundation support. Building code standards contain compliance measures and design requirements for sites with potential seismic hazard conditions, which include the adherence to recommendations from geotechnical reports. The geotechnical reports demonstrate the proposal can be safely accommodated on the site and identified no impacts to other properties. B. Streams. A Biological Assessment/Critical Areas Study was prepared by The Watershed Company (Exhibit 16). According to the study, the northernmost portion of the project area is located within the standard buffer for Panther Creek and the site was also found to contain two onsite Type F streams (Streams B and Stream C). The project will completely avoid direct and indirect stream impacts and no in -water work or stormwater discharges are proposed in Panther Creek. However, the project would incur unavoidable stream buffer impacts. Direct buffer impacts will be temporary in nature and would be required to accommodate grading activities at the top of the steep slope to the north. Permanent buffer impacts would also be avoided through the proposed buffer modification (reduction with enhancement and averaging). The buffer modification is necessitated, since the standard buffer protrudes into the existing gravel parking lot, where the garage expansion is proposed. The DNS -M conditions of approval for the project include four (4) mitigation measures to protect the on-site streams. (See Exhibit 1, FOF 23 and FOF 24 for more information.) C. Wetlands. Wetland areas will be protected. There is a large wetland area along the east side of SR 167 that overlaps onto the site. According to the Critical Area Study, the site contains a large Category II wetland "Wetland A" at the northwest corner of the site (Parcels 3023059111 and 8857670060). This Category 11 wetland was classified by the biologist as a large riverine, slope, and depressional wetland that carries a standard buffer of 150 feet. The wetland is approximately two kilometers long and extends approximately 1.8 kilometers north of the site. The proposed structures would be located outside the 150 -foot standard wetland buffer from Wetland A. The applicant has proposed to reduce the standard buffer width through a combination of buffer averaging and buffer reduction with enhancement to accommodate the proposed expansion. The applicant must provide an updated maintenance and monitoring plan that complies with code. The proposed final restoration and monitoring program will provide a compensatory level of protection for the critical area impacts and would offset the disturbance associated with modification of the standard stream buffer, provided the monitoring provisions of RMC 4-3-050 are met (Exhibit 1). A condition of approval will require the applicant to submit a Final Mitigation Plan for all construction impacts to the critical areas and their buffers. The Final Mitigation Plan shall be submitted to and approved by the Current Planning Project Manager prior to the north parking garage expansion building permit approval. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 15 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Conclusions of Law L Authority. Site Plan Review is a Type III decision determined by the hearing examiner (RMC 4-8-080(G)). Binding Site Plans are Type 11 decisions, unless they are merged with a Type III site plan review (RMC 4-7-230(H)). The site plan, binding site plan and modification applications of this proposal have been consolidated. RMC 4-8-080(C)(2) requires consolidated permits to each be processed under "the highest -number procedure". The site plan application has the highest numbered review procedures, so all three applications must be processed as Type III applications. As Type III applications, RMC 4-8-080(G) grants the Examiner with the authority to hold a hearing and issue a final decision on them, subject to closed record appeal to the City Council. 2. ZonineComprehensive Plan Designations. tionstions. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone. 3. Review Criteria. Site Plan Review is required in the CO zone (RMC 4-9-200(B)(2)(a)). Site Plan Review is governed by RMC 4-9-200(E)(3). Binding Site Plan approval are governed by RMC 4-7-230(0). Modifications are governed by RMC 4-9-250(D)(2). All applicable criteria are quoted below in italics and applied through corresponding conclusions of law.z Site Plan RMC 4-9-200(E)(3): Criteria: The Administrator or designee must find a proposed project to be in compliance with the following: a. Compliance and Consistency. Conformance with plans, policies, regulations and approvals, including: L Comprehensive Plan: The Comprehensive Plan, its elements, goals, objectives, and policies, especially those of the applicable land use designation; the Community Design Element; and any applicable adopted Neighborhood Plan; ii. Applicable land use regulations; 2 The staff report states the project site is located in District D and therefore must comply with the Urban Design Regulations of RMC 4-3-100 (Ex. 22, FOF 31). However, RMC 4-3-100(B)(1)(b)(iv) does not apply to developments in the CO zone if the development does not include mixed buildings with attached dwelling units. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 iii. Relevant Planned Action Ordinance and Development Agreements; and iv. Design Regulations:.Intent and guidelines of the design regulations located in RMC 4-3- 100, 4. The proposal is consistent with applicable comprehensive plan policies, City of Renton zoning regulations and design guidelines as outlined in Findings 26 and 27 of the staff report, which is adopted by this reference as if set forth in full, including the findings and conclusions. As noted above in Finding of Fact No. 3, RMC 4-3- 100(B)(1)(b)(iv) does not apply to non-residential development in the CO zone. RMC 4-9-200(E)(3)(b): Off -Site Impacts: Mitigation of impacts to surrounding properties and uses, including: i. Structures: Restricting overscale structures and overconcentration of development on a particular portion of the site; ii. Circulation: Providing desirable transitions and linkages between uses, streets, walkways and adjacent properties; iii. Loading and Storage Areas: Locating, designing and screening storage areas, utilities, rooftop equipment, loading areas, and refuse and recyclables to minimize views from surrounding properties; iv. Views: Recognizing the public benefit and desirability of maintaining visual accessibility to attractive natural features; v. Landscaping: Using landscaping to provide transitions between development and surrounding properties to reduce noise and glare, maintain privacy, and generally enhance the appearance of the project; and vi. Lighting: Designing and/or placing exterior lighting and glazing in order to avoid excessive brightness or glare to adjacent properties and streets. 5. As noted above in Finding of Fact No. 4(K -M), the buildings have been designed to reduce the apparent bulk and provide visual interest through the use of varied materials and modification of the facade. The building coordinates with the existing medical campus and places parking in a structured garage that is partially underground. Critical areas will be protected. The applicant has adequately demonstrated safety in the geologic hazard areas. As noted in Fining of Fact No. 4(D and G), the applicant will provide adequate pedestrian circulation through the use of matching sidewalk treatments and internal sidewalks. The applicant has requested a street modification to continue use of the existing right of way. These modifications, as conditioned, will ensure adequate pedestrian and vehicular safety. As noted in Finding of Fact No. 4Q and Q), loading and storage areas, refuse collection and BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 roof equipment will be screened and will not interfere with pedestrian circulation or parking. There are not significant views from this property. As noted in Finding of Fact No. 4(I), landscaping will be provided around the building, in pedestrian areas and on the frontage. As noted in Finding of Fact No. 4(R), lighting will be designed to avoid glare on to adjacent properties or streets while providing safe illumination for site users. RMC 4-9-200(E)(3)(c): On -Site Impacts: Mitigation of impacts to the site, including: 4 Structure Placement: Provisions for privacy and noise reduction by building placement, spacing and orientation; ii. Structure Scale: Consideration of the scale of proposed structures in relation to natural characteristics, views and vistas, site amenities, sunlight, prevailing winds, and pedestrian and vehicle needs; iii. Natural Features: Protection of the natural landscape by retaining existing vegetation and soils, using topography to reduce undue cutting and filling, and limiting impervious surfaces; and iv. Landscaping: Use of landscaping to soften the appearance of parking areas, to provide shade and privacy where needed, to define and enhance open spaces, and generally to enhance the appearance of the project. Landscaping also includes the design and protection of planting areas so that they are less susceptible to damage from vehicles or pedestrian movements. 6. As noted in the Staff Report (Ex. 22, Finding of Fact No. 31), the buildings largely comply with the City's design standards for modulation, articulation, defined entrances and display windows. Windows, doors and other architectural details are used in the building elevations to provide visual interest visible from the interior pedestrian pathways. The MOB building would be constructed into the west facing slope of the lot to reduce the height and massing of the building to match the overall character of the other medical office buildings along the north end of the VMC campus. The first two levels of the north parking garage structure would be constructed below grade to further reduce massing of the structured parking garage along the higher elevation of the site along the east facing elevation. Articulations of the fagades include recessed vestibules, canopies over the entrances, a 14 - foot wide pedestrian bridge that extends beyond the building plane along the west elevation and wraps around a portion of the south elevation. As noted in Finding of Fact No. 5, wetlands, streams and buffers will be protected. The proposal does impact the on-site steep slopes, but the impact is the least feasible to allow development of the site. Adequate landscaping in the pedestrian area and frontage is proposed. RMC 4-9-200(E)(3)(d): Access and Circulation: Safe and efficient access and circulation for all users, including: BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 18 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 i. Location and Consolidation: Providing access points on side streets or frontage streets rather than directly onto arterial streets and consolidation of ingress and egress points on the site and, when feasible, with adjacent properties; ii. Internal Circulation: Promoting safety and efficiency of the internal circulation system, including the location, design and dimensions of vehicular and pedestrian access points, drives, parking, turnarounds, walkways, bikeways, and emergency access ways; iii. Loading and Delivery: Separating loading and delivery areas from parking and pedestrian areas; iv. Transit and Bicycles: Providing transit, carpools and bicycle facilities and access; and v Pedestrians: Providing safe and attractive pedestrian connections between parking areas, buildings, public sidewalks and adjacent properties. 7. The proposal provides for adequate access and circulation as required by the criterion above for the reasons identified in Finding of Fact No. 4(D -H). RMC 4-9-200(E)(3)(e): Open Space: Incorporating open spaces to serve as distinctive projectfoca I points and to provide adequate areas forpassive and active recreation by the occupants/users of the site. 8. Open space will exist in the location of the wetland and streams. The project is integrated into an existing medical campus with a network of pedestrian paths and resting points. The proposal provides for site furniture (such as wood bench seats on architectural concrete site walls) that would be incorporated throughout the VMC campus. The new buildings would be incorporated into the overall campus, which provides for additional pedestrian -oriented space. RMC 4-9-200(E)(3)(f): Views and Public Access: When possible, providing view corridors to shorelines and Mt. Rainier, and incorporating public access to shorelines. 9. There are no view corridors to shorelines or Mt. Rainier affected by the proposal. RMC 4-9-200(E)(3)(g): Natural Systems: Arranging project elements to protect existing natural systems where applicable. 10. As noted in Finding of Fact No. 5(A), the proposal impacts critical slopes, though the impact is the minimum necessary to allow feasible development of the site. As conditioned, the project provides for adequate public safety and welfare. As determined in Finding of Fact No. 4C, the drainage system has been designed as a vault system which will allow the project to discharge into natural drainage courses via the City's existing storm drainage system. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 19 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 RMC 4-9-200(E)(3)(h): Services and Infrastructure: Making available public services and facilities to accommodate the proposed use. IL The project is served by adequate services and facilities as determined in Finding of Fact No. 4(A and B). RMC 4-9-200(E)(3)(i): Phasing: Including a detailed sequencing plan with development phases and estimated time frames, for phased projects. 12. The project will be built in two (2) phases, the garage expansion followed by the medical office building (MOB). Construction of the garage will commence in Spring 2017. No phasing plan was submitted. A condition of approval will require submittal of a detailed phasing plan. RMC 4a9 -200(E)(3)0): Stormwater: Providing optimal locations of stormwater infiltrating low impact development facilities. Avoiding placement of buildings or impervious areas on soils with infiltration capability to the maximum extent practicable. 13. As noted above in Conclusion of Law No. 10 and Finding of Fact No. 4C, the drainage system has been designed as a vault system which will allow the project to discharge into natural drainage courses via the City's existing storm drainage system. Low impact development facilities have not been proposed and are not feasible as the site is already developed with impervious surfaces and therefore there is no remaining infiltration capacity. Binding Site Plan RMC 4 -7 -230(Q - APPROVAL CRITERIA: Approval of a binding site plan or a commercial condominium site shall take place only after the following criteria are met: 1. Legal Lots: The site that is subject to the binding site plan shall consist of one or more contiguous, legally created lots. Lots, parcels, or tracts created through the binding site plan procedure .shall be legal lots of record. The number of lots, tracts, parcels, sites, or divisions shall not exceed the number of lots allowed in the applicable zoning district. New nonconforming lots shall not be created through the binding site plan process. 14. The subject consists of several contiguous parcels and tracts that are legal lots of record. No new lots are proposed. The amended Binding Site Plan will allow the applicant to adjust lot lines so that no new construction will cross parcel, tract or boundary lines. The purpose of the binding site plan approval is to avoid the creation of nonconforming lots. This criterion is satisfied. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 20 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 2. If minimum lot dimensions and building setbacks far each newly created lot cannot be met, the binding site plan shall be processed as a commercial condominium site per subsection D of this Section or merged with a planned urban development application per RMC 4-9-150. 15. Minimum lot dimensions and setbacks are provided; therefore, no commercial condominium site creation is warranted. 3. Commercial or Industrial Property: The site is located within a commercial, industrial, or mixed-use zone. 16. The site is located within the Commercial Office zone. It is eligible for binding site plan approval. 4. Zoning Code Requirements: Individual lots created through the binding site plan shall comply with all of the zoning code requirements and development standards of the underlying zoning district. Where minimum lot dimensions or setbacks cannot be met, the binding site plan shall be processed as a commercial condominium site per RMC 4-7-230D. a. New Construction: The site shall he in conformance with the zoning code requirements and development standards of the underlying zoning district at the time the application is submitted. b. Existing Development: If the site is nonconforming prior to a binding site plan application, the site shall be brought into conformance with the development standards of the underlying zoning district at the time the application is submitted. In situations where the site cannot be brought into conformance due to physical limitations or other circumstances, the binding site plan shall not make the site more nonconforming than at the time a completed application is submitted. c. Under either new construction or existing development, applicants for binding site plan may proposed shared signage, parking, and access if they are specifically authorized per RMC 4-4-080E3, 4-4-08017, and 4-4-IOOE5, and other shared improvements as authorized in other sections of the City's development standards. 17. As noted above in Conclusion of Law No. 4, as conditioned, the proposal is consistent with applicable comprehensive plan policies, City of Renton zoning regulations and design guidelines. 5. Building Code Requirements: All building code requirements have been met per RMC 4-5- 010. 18. All building code requirements will be reviewed at the time of building permit approval. 6 Infrastructure Provisions: Adequate provisions, either on the face of the binding site plan or in a supporting document, have been made for drainageways, alleys, streets, other public ways, BINDING SITE PLAN, SITE FLAN, AND STREET MODIFICATION - 21 2 3 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 water supplies, open space, solid waste, and sanitary wastes, for the entire property covered by the binding site plan. 19. As described in Finding of Fact No. 4, the applicant has made adequate provisions for all drainageways, streets, water supplies, open space, solid waste and sanitary waste. This criterion is satisfied. 7. Access to Public Rights -of -Way and Utilities: Each parcel created by the binding site plan shall have access to a public street, water supply, sanitary sewer, and utilities by means of direct access or access easement approved by the City. 20. As described in Finding of Fact No. 4, each parcel within the binding site plan will have access to public streets, water supply, sanitary sewer and utilities. The project involves construction of new medical facilities and parking within an existing medical campus. The project is the amendment of an existing binding site plan with shared access, utilities and parking. 8. Shared Conditions: The Administrator may authorize sharing of open space, parking, access, signage and other improvements among contiguous properties subject to the binding site plan and the provisions of RMC 4-4-080E3, 4-4-08017, and 4-4-100E5. Conditions of use, maintenance, and restrictions on redevelopment ofshared open space, parking, access, signage and other improvements shall be identified on the binding site plan and enforced by covenants, easements or other similar properly recorded mechanism. 21. The application involves further construction of a medical office building and a parking structure on an existing, developed medical campus. All open space, access, signage and other improvements will be shared and integrated into the vehicular and pedestrian circulation systems. 9. Future Development: The binding site plan shall contain a provision requiring that any subsequent development of the site shall be in conformance with the approved and recorded binding site plan. 22. A condition of approval will require a provision on the face of the binding site plat requiring any subsequent development of the site to be in conformance with the approved and recorded binding site plan. 10. Dedication Statement: Where lands are required or proposed for dedication, the applicant shall provide a dedication statement and acknowledgement on the binding site plan. 23. A condition of approval will require the applicant to provide a dedication statement and acknowledgement on the face of the binding site plan for all required dedications described in the conditions of approval. H. Suitable Physical Characteristics: A proposed binding site plan may be denied because of flood, inundation, or wetland conditions, or construction of protective improvements may be required as condition of approval. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 22 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 24. The property is not subject to floor or inundation. As noted in Finding of Fact No. 5, all wetlands and stream areas, including their buffers, will be protected. No structure will require protective improvements for water based hazards. This criterion is satisfied. Street Modification RMC 4-9-250(D)(2): Whenever there are practical difficulties involved in carrying out the provisions of this Title, the Department Administrator may grant modifications for individual cases provided he/she shall first find that a specific reason makes the strict letter of this Code impractical, that the intent and purpose of the governing land use designation of the Comprehensive Plan is met and that the modification is in conformity with the intent and purpose of this Code, and that such modification: a. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives; b. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment; c. Will not be injurious to otherproperty(ies) in the vicinity; d. Conforms to the intent and purpose of the Code; e. Can be shown to be justified and required for the use and situation intended; and f Will not create adverse impacts to other property(ies) in the vicinity. 25. The criterion above are met for the requested modification to RMC 4-6-060 for the reasons identified in Finding of Fact No. 5(C). The City can create adequate right of way, sidewalks, landscaping and curbs with the reduced right of way dedication. Conditions of approval will require a 10 -foot right-of-way dedication along Talbot Road S. on parcels 8857670100, 8857670110, 31223059085, and 3123059065; the existing curb and sidewalk on Talbot Road S. to be retained; a 12 -foot right-of-way dedication along S. 43' Street on parcel 9857670100 and for a turn radius at the northwest corner of S. 43rd St and Talbot Road S.; compliance with ADA standards for all existing driveways and ramps along Talbot Road S. and S. 43rd St; the undergrounded of utilities; and compliance with City standards for all street lighting. No adverse impacts are anticipated from the proposed modification. DECISION The Binding Site Plan Amendment, Site Plan, and a street modification are approved subject to the following conditions. 1. The applicant shall comply with the mitigation measures issued as part of the Determination of Non -Significance - Mitigated, dated February 3, 2017. 2. The applicant shall submit a final detailed landscape plan to, and approved by, the Current Planning Project Manager prior to building permit approval. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 23 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 3. The applicant shall provide a revised refuse and recycling enclosure plan that provides a detail cut -sheet of the self-closing door mechanism and includes a roof over the proposed storage area (or any future proposed refuse and recycling storage areas onsite). The plan shall be submitted to, and approved by, the Current Planning Project Manager prior to building permit approval. 4. The applicant shall submit a plan that includes 21 accessible stalls, as stipulated in the Americans with Disabilities Act (ADA), between the surface parking stalls located on the medical office building (MOB) lot (proposed Lot 4) and the north parking garage expansion lot (proposed Lot 8). 5. Under the requested street modification, the applicant shall comply with the following street improvements: a. A 10 -foot right-of-way dedication shall be made along Talbot Road S. on parcels 8857670100, 8857670110, 31223059085, and 3123059065. b. The 0.5' curb and 6' sidewalk shall remain in place along the entirety of the Talbot Rd S frontage. c. A 12 -foot right-of-way dedication shall be made along S 43rd St on parcel 8857670100 and right-of-way dedication resulting in a 35 -foot radius at the northwest comer of S 43rd St and Talbot Rd S. d. All existing driveways and ramps (including companion ramps) along the Talbot Rd S and S 43rd St shall be brought up to current ADA standards. Pigment shall be added to the replaced concrete in order to match the existing sidewalk and concrete curbs. e. All utilities and overhead power lines must be undergrounded within the proposed intersection improvements at Talbot Rd S/VMC North Access Rd -S 177th St. f. All required street lighting at the proposed intersection improvements at Talbot Rd SNMC North Access Rd -S 177th St shall be in accordance with City Standards. 6. The applicant shall submit a Final Mitigation Plan for all construction impacts to the critical areas and their buffers. The Final Mitigation Plan shall be submitted to and approved by the Current Planning Project Manager prior to the north parking garage expansion building permit approval. 7. The applicant shall comply with the required access roadways within 1.50 feet of all points on the buildings or obtain an access variance from the Renton Fire Authority prior to building permit issuance. 8. The applicant shall comply with the following intersection improvements at Talbot Rd SN -MC North Access Rd -S 177th St intersection prior to certificate of occupancy of the new medical office building (MOB): a. Relocate the VMC North Driveway to align with S 177th St; b. Install a signal with permissive phasing; BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 24 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 c. Add two (2) 100 -foot long eastbound lanes from the VMC site to Talbot Rd S, one of the lanes would be through left and the other would be right only; d. Add a drop right turn lane from the southbound approach from Talbot Rd S to the VMC site; e. Provide a wider throat for the VMC North Driveway inbound lane from Talbot Rd S; £ Install all curb returns to City standards; g. Install all curb ramps and crosswalks to City and ADA standards; and h. Install Accessible Pedestrian Signals (APS). 9. The applicant shall replace the central driveway beacon with a rectangular rapid flashing beacon (RRFB) to increase pedestrian safety. The pedestrian signal plan shall be submitted for review and approval by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to building permit approval. 10. The applicant shall submit a channelization plan for review and approval by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to building permit approval. 11. The applicant shall make bus shelter improvements to the two (2) existing bus stops consisting of accessible boarding areas, shelter footings, and queueing and waiting areas for transit users at the intersection of Talbot Rd S and S 177th St intersection. Civil construction plans shall be submitted for review and approval by the City of Renton Plan Review Project Manager prior to issuance of the right-of-way construction permit for the signalized intersection. All required bus shelter improvements shall be completed prior to certificate of occupancy of the new medical office building (MOB). 12. The applicant shall submit a lighting plan that adequately provides for public safety without casting excessive glare on adjacent properties; provides ornamental lighting fixtures; and otherwise complies with exterior lighting requirements of RMC 4-4-075. The final lighting plan shall be submitted to and approved by the Current Planning Project Manager prior to building permit approval. 13. The applicant shall submit a detailed sequencing plan with development phases and estimated time frames. 14. The applicant shall provide a provision on the face of the binding site plat requiring any subsequent development of the site to be in conformance with the approved and recorded binding site plan. 15. The applicant shall provide a dedication statement and acknowledgement on the face of the binding site plan for all required dedications described in the above conditions of approval. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 25 1; 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 • DATED this 5`h day of April 2017. Emily Terro1l City of Renton Hearing Examiner Pro Tem Appeal Right and Valuation Notices RMC 4-8-110(E)(9) provides that the final decision of the Hearing Examiner is subject to appeal to the Renton City Council. RMC 4-8-110(E)(9) requires appeals of the Hearing Examiner's decision to be filed within fourteen (14) calendar days from the date of the Hearing Examiner's decision. A request for reconsideration to the hearing a examiner may also be filed within this 14 -day appeal period as identified in RMC 4-8-110(E)(8) and RMC 4-8-100(G)(4). A new fourteen (14) day appeal period shall commence upon the issuance of the reconsideration. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall — 7th floor, (425) 430-6510. Affected property owners may request a change in valuation for property tax purposes notwithstanding any program of revaluation. BINDING SITE PLAN, SITE PLAN, AND STREET MODIFICATION - 26 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 16th day of March, 2017, 1 deposited in the mails of the United States, a sealed envelope containing Notice of Public Hearing documents. This information was sent to: Name Representing 300' Surrounding Properties See Attached Melanie Gutierrez Applicant Becky Hardi Contact Daniel Pedersen Contact Public Hospital District #1 King Co Owner Parties of Record See Attached (Signature of Sender): STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Jenny Cisneros signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: Notary (Print) My appointment expires: Notary P blic in and far the State of Washisamf347# r [y( Pra'ect Name VMC Medical Office Building & North Garage Expansion Noise Variance Project Number:. LUA16-000938, ECF, BSP, SA -H, MOD, MOD, V -H template - affidavit of service by mailing Associated Valley Obstetrics & PUBLIC HOSP DIST41 KING CO Gynecology, Inc. P 0 BOX 50010 4011 Talbot Rd S, Suite 430 Renton, WA 98058 Renton, WA 98055 Attn: Sandy 5 Attn: Supervisor Valley Children's Clinic Valley Women's Healthcare - Renton 4011 Talbot Rd S, 220 17722 Talbot Rd S Renton, WA 98055 Renton, WA 98055 Bob Mahn Chris Barnes RENTON CITY HALL RENTON CITY HALL David Korthals Flora Lee Metro Transit Renton City Hall 2015 Jackson St, M5 KSC-TR-0413 1055 S Grady Way Seattle, WA 981043856 Renton, WA 98057 Jacob Sheppard KALEN PRIVATSKY King County WTD 4011 Talbot Rd, Suite 300 201 S Jackson St, KSC-NR-0505 Renton, WA 98055 Seattle, WA 981043855 Mark Lampard MELANIE GUTIERREZ King County WTD, Project Management NBBJ Unit 223 Yale Ave N 2015 Jackson St, KSC-NR-0508 Seattle, WA 98109 Seattle, WA 981043855 Todd Thomas William Gragg Valley Medical Center NBB1 400 5 43rd St 223 Yale Ave N Renton, WA 98055 Seattle, WA 98109 Alan Davis 223 Yale Ave N Seattle, WA 98109 BECKY HARDI Valley Medical Center 400 5 43RD St Renton, WA 98055 DANIEL PEDERSEN Valley Medical Center 400 5 43rd St Renton, WA 98055 Gary Kriedt Metra Transit 201 S Jackson St, MS KSC-TR 0431 Seattle, WA 981043856 Karen Walter Muckleshoot Indian Tribe Fisheries Division 39015-A 172nd Ave SE Auburn, WA 98092 Tamara Sleeter MD & James Rice MD Valley Women's Clinic PLLC 17722 Talbot Rd S Renton, WA 98055-5744 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 22"d day of March, 2017, 1 deposited in the mails of the United States, a sealed envelope containing Notice of Public Hearing Cancellation documents. This information was sent to: Name 1 Representing 300' Surrounding Properties See Attached Melanie Gutierrez Applicant Becky Hard! Contact Daniel Pedersen Contact Public Hospital District #1 King Co Owner Parties of Record See Attached (Signature of Sender): STATE OF WASHINGTON ) } SS COUNTY OF KING } I certify that I know or have satisfactory evidence that Jenny Cisneros signed this instrument and acknowledged it to be his/her/their free and voluntary act for the mentioned in the instrument. Dated: �jpl �t lv 'Z Z�-2e r Not4_0 Public in and for the State of Was0i��`�� Notary (Print): My appointment expires: t ,Proled Narhe = VMC Medical Office Building & North Garage Expansion Noise Variance Project NU'ehb r: ' LUA16-000938, ECF, BSP, SA -H, MOD, MOD, V -H template - affidavit of service by mailing Associated Valley Obstetrics & PUBLIC HOSP DIST#1 KING Co Alan Davis Gynecology, Inc, P 0 BOX 50010 223 Yale Ave N 4011 Talbot Rd S, Suite 430 Renton, WA 98058 Seattle, WA 98109 Renton, WA 98055 Attn: Sandy S Attn: Supervisor BECKY HARDI Valley Children's Clinic Valley Women's Healthcare - Renton Valley Medical Center 4011 Talbot Rd S, 22.0 17722 Talbot Rd S 400 S 43RD St Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 Bob Mahn Chris Barnes DANIEL PEDERSEN RENTON CITY HALL RENTON CITY HALL Valley Medical Center 400 5 43rd St Renton, WA 98055 David Korthals Flora Lee Gary Kriedt Metro Transit Renton City Hall Metro Transit 2015 Jackson St, MS KSC-TR-0413 1055 S Grady Way 201 S Jackson St, MS KSC-TR 0431 Seattle, WA 981043856 Renton, WA 98057 Seattle, WA 981043856 Jacob Sheppard KALEN PRIVATSKY Karen Walter King County WTD 4011 Talbot Rd, Suite 300 Muckleshcot Indian Tribe Fisheries 201 S Jackson St, KSC-NR-0505 Renton, WA 98055 Division Seattle, WA 981043855 39015 A 172nd Ave 5E Auburn, WA 98492 Mark Lampard MELANIE GUTIERREZ Tamara Sleeter MD & James Rice MD King County WTD, Project Management NBBJ Valley Women's Clinic PLLC Unit 223 Yale Ave N 17722 Talbot Rd S 2015 Jackson St, KSC-NR-0508 Seattle, WA 98109 Renton, WA 98055-5744 Seattle, WA 981043855 Todd Thomas William GraRR Valley Medical Center NBBJ 400 S 43rd St 223 Yale Ave N Renton, WA 98055 Seattle, WA 98109 3123059044 3123059102 3023059110 PUBLIC HOSPITAL DIST #1 DAVIS STREET ASSOCIATES LLC 400 SOUTH 38TH CT LLC VALLEY MEDICAL CENTER/ATTN FINANCE C/O BEHAR COMPANY 10127 SE 16TH PL PO BOX 50010 1000 2ND AVE 93230 BELLEVUE, WA 98004 RENTON, WA 98058 SEATTLE, WA 98104 7616800140 3023059117 3123059006 MITCHELL HAROLD W HlSUNG WON CO LLC PACMED CLINICS TAMARA J SLEETER-MI TCHELL 1100 106TH AVE NE 4610 1200 12TH AV 5 PO BOX 58488 BELLEVUE, WA 98004 SEATTLE, WA 98144 RENTON, WA 98058 3123059159 3023059118 3123059026 PACIFIC MEDICAL CENTERS AUSDREY LLC MOSHIRI DELTA YASSMAN SCOTT COMBS CFO 13401 BEL -RED RD #A7 14010 SE 44TH PL 1200 12TH AVE S QRTRS 6 7 BELLEVUE, WA 98005 BELLEVUE, WA 98006 SEATTLE, WA 98144 8558600130 3123059026 3123059026 SMITH OTIS Current Resident Current Resident 14712 E 15TH AVE 17600 Talbot Rd S 17600 Talbot Rd S UNIT 3 SPOKANE VALLEY, WA 99037 Renton, WA 98055 Renton, WA 98055 3123059026 3123059026 3123059026 Current Resident Current Resident Current Resident 17600 Talbot Rd 5 UNIT 4 17600 Talbot Rd S UNi T 5 17600 Taibat Rd S UNIT 6 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059026 7616800290 7616800340 Current Resldent Current Resident YANG ZU YONG 17600 Talbot Rd S UNIT 7 17620 Talbot Rd S 17706 98TH AVE S Renton, WA 98055 Renton, WA 98055 RENTON, WA 98055 7616800340 7616800070 7616800070 Current Resident LAGONOY JOSEPH N+ANA LIZA Current Resident 11706 98th Ave 5 17710 TALBOT RD S 17710 Talbot Rd S Renton, WA 98055 RENTON, WA 98055 Renton, WA 98055 7616800110 7616800050 1616800030 GUDMUNDSON THEODORE E+ANITA Current Resident Current Resident 17715 98TH AVE S 11122 Talbot Rd S 17800 Talbot Rd S RENTON, WA 98055 Renton, WA 98055 Renton, WA 98055 7616800030 7616800030 7616800030 Current Resident Current Resident Current Resident 17800 Talbot Rd 5 Suite A 17800 Talbot Rd 5 Suite B 17800 Talbot Rd 5 Suite C Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 7616800030 7616800030 7616800030 Current Resident Current Resident Current Resident 11800 Talbot Rd S Suite D 17800 Talbot Rd S Suite E 17800 Talbot Rd S Suite G Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 7616800140 7616800260 7616800260 Current Resident Current Resident HOUCHINS DALE R+BARBARA L 11803 97th Ave S 17803 98th Ave 5 17803 98TH S Renton, WA 98055 Renton, WA 98055 RENTON, WA 98055 7616800270 7616800150 7616800150 JENKINS OLIVER J Current Resident RAMOS GEORGE 17810 97TH AVE S 1781197th Ave 5 17811 97TH SO RENTON, WA 98055 Renton, WA 98055 RENTON, WA 98055 7616800250 7616800280 7616800280 LOVE EARL A+NOREEN D PINERA VIRGINIA+NELMAR Current Resident 17811 98TH S 17818 97TH AVE S 17818 97th Ave S. REN TON, WA 98055 RENTCN, WA 98055 Renton, WA 98055 7616800240 7616800210 7616800210 HANKIN50N DONALD ALLEN+MICH Current Resident INMAN JEREMY R+ADAMS JULIE 17819 98TH AVE 5 17820 Talbot Rd 5 11828 97TH AVE 5 RENTON, WA 98055 Renton, WA 98055 RENTON, WA 98055 7616800200 7616800200 7616800190 SMITH KATHERINE L+MICHAEL D Current Resident Current Resident 17832 97TH AVE 5 17832 97th Ave S 17833 97th Ave S RENTON, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059134 3123059134 3123059134 Current Resident Current Resident Current Resident 17900 Talbot Rd S 17900 Talbot Rd 5 UNIT 101 17900 Talbot Rd S UNIT 102 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059134 3123059152 3123059103 Current Resident Current Resident Current Resident 17900 Talbot Rd S UNIT 103 17906 Talbot Rd S 17910 Talbot Rd 5 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059103 3123059103 3123059103 Current Rr s dent Current Resident Current Resident 17910 Talbot Rd S UNIT 100 17910 Talbot Rd S UNIT 101 17910 Talbot Rd S UNIT 102 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059103 3123059025 3123059135 Current Resident Current Resident VALLEY MEDICAL ASSOCIATES 1 17910 Talbot Rd S UNIT 103 17916 Talbot Rd 5 17930 TALBOT RD S Renton, WA 98055 Renton, WA 98055 RENTON, WA 98055 3123059135 761.6800050 3123059032 Current Resident 1700 INVESTORS LLC STOKKAJCHN 17930 Talbot Rd 5 1855 OLYMPIC BLVD 11300 C/O KE ANDREWS & CO Renton, WA 98055 WALNUT CREEK, CA 94596 1900 DAL.ROCK RD ROWLETT, TX 75088 �J 3023059082 3123059111 3123059040 LUCKYVIEW LLC VALLEY MEDICAL_ DENTAL LLC VALLEY MEDICAL DENTAL LLC C/O DYNASTY REALTY INC 2100 124TH AVE NE STE #100 2100 124TH AVE NE STE #100 19532 SE 51ST ST BELLEVUE, WA 98005 BELLEVUE, WA 98005 ISSAQUAH, WA 98027 7616800190 3123059092 7616800330 SHISH HUGH+KATHY SCRIPPS RENTON REALTY LLC LASTIMOSA ROLAND+VICTORIA 21433 SE 33RD PL 221 IST AVE W 4405 2345 ALA WAI BLVD #2505 SAM MAMISH, WA 98074 SEATTLE, WA 98119 HONOLULU, HI 96815 7616800100 3123059011 3123059152 CHINN DEAN MARK JAG ROUT05 LLC JOHN C RADOVICH DEV CO 2414 TALBOT CREST DR S 25402 212TH PL SE 2835 82ND AV SE #S-1 REINTO N, WA 98055 MAPLE VALLEY, WA 98038 MERCER ISLAND, WA 98040 3123059102 3023059111 3023059111 Current Resident VALLEY VIEW PROFESSIONAL Current Resident 305 5 43rd St LOT 350 S 38TH CT #? 10 350 S 38th Ct UNIT 100 Renton, WA 98055 RENTON, WA 98055 Renton, WA 98055 3023059111 3023059111 3023059111 Current Resident Current Resident Current Resident 350 S 380 Ct UNIT 110 35C S 38th Ct UNIT 115 350 S 38th Ct UNIT 210 Renton, WA 98055 Renton, WA 98055 Renton, WA 98OSS 3023OS9111 5070000020 5070000150 Current Resident Current Resident OEUN NARA 350 S 38th Ct UNIT 215 3615 Shattuck Ave S 3620 SHATTUCK AVE S Renton, WA 98055 Renton, WA 98055 RENTON, WA 98055 5070000010 5070000010 3023059118 AGOG SILVER D+GRACE T Current Resident Current Resident 3621 SHATTUCK AVE S 3621 Shattuck Ave S 3650 East Valley Rd RENTON, WA 98055 Renton, WA 98055 Renton, WA 98057 3073059117 8558600145 8558600130 Current Resident MUHINJA ANTHONY+ESTHER NDUN Current Resident 3100 East Valley Rd 3709 MORRIS AVE S 3710 Talbot Rd S Renton, WA 98057 RENTON, WA 98055 Renton, WA 98055 8558600150 3023059054 3023059054 TRUE JAMES F Current Resident Current Resident 3115 MORRIS AVE S 3171 Talbot Rd S 3721 Talbot Rd 5 UNIT 3 RENTON, WA 98055 Renton, WA 98055 Renton, WA 98055 8558600175 8558600175 3023059082 Current Resident MFJIA JORGE+VICTORIA+KRAUSE Current Resident 3722 Morris Ave S 3722 MORRIS AVE 5 3750 East Valley Rd Renton, :^JA 98055 RENTON, WA 98055 Renton, WA 98057 3023059109 3023059092. 3023059092 FRARY LIVING TRUST CHURCH PENNY R Current Resident FRARY LYNN R WATRICIA A TTEE 3820 E VALLEY RD 3820 East Valley Rd 3764 SW 171ST ST RENTON, WA 98057 Renton, WA 98057 HURIEN, WA 98166 3123059092 3123059092 3123059092 Current Resident Current Resident Current Resident 3900 East Valley Rd 3900 East Valley Rd Suite 100 3900 East Valley Rd Suite 105 Renton, WA 98057 Renton, WA 98057 Renton, WA 98057 3123059092 3123059092 3123059092 Current Resident Current Resident Current Resident 3900 East Valley Rd Suite 200 3900 East Valley Rd Suite 202 3900 East Valley Rd Suite 203 Renton, WA 98057 Renton, WA 98057 Renton, WA 98057 3123059092 3123059065 3023059054 Current Resident Current Resident SEAFIRST BANK / REIS 3900 East Valley Rd Suite 204 3901 Talbot Rd S LOT C/O HARDING & CARBONE Renton, WA 98075 Renton, WA 98055 3903 BELLAIRE BLVD HOUSTON, TX 77025 8857570110 8857670110 8857670110 Current Resident Current Resident Current Resident 3915 Talbot Rd S 3915 Talbot Rd S UNIT 100 3915 Talbot Rd 5 UNIT 101 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670110 88576701.10 Current Resident Current Resident Current Resident 3915 Talbot Rd S UNIT 104 3915 Talbot Rd 5 UNIT 106 3915 Talbot Rd 5 UNIT 200 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670110 8857670110 PUBLIC HOS DISTR41 KING CO Current Resident Current Resident 3915 Talbot Rd 5 UNIT 206 3915 Talbot Rd S UNIT 209 3915 Talbot Rd S UNIT 211 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670110 8857670110 Current Resident Current Resident Current Resident 3915 Talbot Rd S UNIT 216 3915 Talbot Rd S UNIT 300 3915 Talbot Rd S UNIT 305 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670110 8857670110 Current Resident Current Resident Current Resident 3915 Talbot Rd 5 UNI T 309A 3915 Talbot Rd S UNIT 310 3915 Talbot Rd S UNIT 316 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670040 8857670050 Current Resident Current Resident Current Resident 3915 Talbot Rd 5 UNIT 401 3917 Talbot Rd S LOT 3921 Talbot Rd 5 LOT Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 5070000160 5070000160 3023059110 VICTOR B Current Resident Current Resident 400 5 37TH 400 S 37th St 400 S 38th Ct RENTON, WA 98055 Renton, WA 98055 Renton, WA 98055 3023059110 3023059110 8857670060 Current Resident Current Resident Current Resident 400 5 38t1n Ct UNIT A 400 S 38th Ct UNIT B 400 S 43rd St Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670060 8857670060 8857670060 Current Resident Current Resident Current Resident 400 5 43rd St UNIT A 400 5 43rd St UNIT B 400 S 43rd St UNIT C Renton, WA 9805.5 Renton, WA 98055 Renton, WA 98055 8857670060 8857670060 8857670060 Current Resident Current Resident Current Resident 400 S 43rd St UNIT D 400 S 43rd St UNIT E 400 5 43rd St UNIT F Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670060 8857670060 8857670060 Current Resident Current Resident Current Resident 400 S 43rd 5t UNIT G 400 S 43rd St UNIT H 400 S 43rd St UNIT J Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059103 3123059032 8857670100 PUBLIC HOSPITAL DISTRICT #1 Current Resident Current Resident DBA VALLEY MEDICAL CENTER 4000 East Valley Rd 4009 Talbot Rd 5 400 S 43RD STREET Renton, WA 98057 Renton, WA 98055 RENTON, WA 98058 3123059078 3123059078 3123059078 PUBLIC HOSP DIS #1 KING CO Current Resident Current Resident 401 S 43rd St 401 S 43rd St UNIT 100 401 S 43rd St UNIT 110 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059078 3123059078 3123059078 Current Resident Current Resident Current Resident 4015 43rd St UNIT 120 4015 43rd St UNIT 140 401 S 43rd St UNIT 200 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059078 3123059078 8857670090 Current Resident Current Resident Current Resident 401 S 43rd St UNIT 220 401 S 43rd St UNIT 250 4011 Talbot Rd 5 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670090 8857670090 8857670090 Current Resident Current Resident Current Resident 4011 Taibct Rd S Suite 210 4011 Talbot Rd 5 Suite 220 4011 Talbot Rd 5 Suite 300 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670090 8857670090 8857670090 Current Resident Current Resident Current Resident 4011 Talbot Rd S Suite 420 4011 Talbot Rd S Suite 430 4011 Talbot Rd S Suite 440 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670090 8857670090 8857670090 Current Resident Current Resident Current Resident 4011 Talbot Rd S Suite 450 4011 Talbot Rd S Suite 460 4011 Talbot Rd S Suite 470 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670090 8857670070 8857670070 Current Resident Current Resident Current Resident 4011 Talbot Rd S Suite 500 4033 Talbot Rd S 4033 Talbot Rd S Suite 700 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd S Suite 220 4033 Talbot Rd S Suite 230 4033 Talbot Rd S Suite 260 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd S Suite 270 4033 Talbot Rd 5 Suite 300 4033 Talbot Rd 5 Suite 310 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd 5 Suite 320 4033 Talbot Rd 5 Suite 350 4033 Talbot Rd 5 Suite 360 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd S Suite 430 4033 Talbot Rd S Suite 440 4033 Talbot Rd S Suite 450 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd 5 Suite 470 4033 Talbot Rd S Suite 500 4033 Talbot Rd S Suite 520 Renton, WA 98055 Rentor7, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident AHP OF WASHINGTON INC Current Resident 4033 Talbot Rd S Suite 530 4033 Talbot Rd S Suite 540 4033 Talbot Rd S Suite 560 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 5070000170 31230590.25 Current Resident THOMAN STEPHANIE ZZZ L L C 4033 Talbot Rd S Suite 570 404 S 37TH ST 4057 WILLIAMS AVE N Renton, WA 98055 RENTON, WA 98055 RENTON, WA 98056 5070000180 3123059011 3123059011 Ri JOHN J Current Resident Current Resident 408 S 37TH ST 4095 East Valley Rd 4100 East Valley Rd RENTON, WA 98055 Renton, WA 98057 Renton, WA 98057 3023059052 5070000020 3123059011 ACIERTO DOMINGO C-NATIVIDAD FAIRCHILD H C Current Resident 412 5 37TH ST 4208 FRUITVALE AVE 4224 East Valley Rd REN TON, WA 98055 OAKLAND, CA 94602 Renton, WA 98057 3123059040 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd 5 4300 Talbot Rd S Suite 100 4300 Talbot Rd S Suite 101 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd 5 Suite 102 4300 Talbot Rd S Suite 103 4300 Talbot Rd S Suite 1.04 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd S Suite 105 4300 Talbot Rd S Suite 106 4300 Talbot Rd S Suite 200 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd S Suite 201 4300 Talbot Rd 5 Suite 301 4300 Talbot Rd S Suite 303 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd 5 Suite 304 4300 Talbot Rd S Suite 305 4300 Talbot Rd S Suite 310 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd S Suite 311 4300 Talbot Rd S Suite 312 4300 Talbot Rd S Suite 313 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd 5 Suite 314 4300 Talbot Rd 5 Suite 315 4300 Talbot Rd 5 Suite 403 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059044 3123059044 3123059044 Current Resident Current Resident Current Resident 4361 Talbot Rd S 4361 Talbot Rd S UNIT 100 4361 Talbot Rd 5 UNIT 101 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059044 3123059044 3123059044 Current Resident Current Resident Current Resident 4361 Talbot Rd S UNIT 102 4361 Talbot Rd S UNIT 103 4361 Talbot Rd S UNIT 104 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059044 6391800010 8558600135 Current Resident Current Resident SCHATZ ANDREW 4361 Talbot Rd S UNIT 112 4450 Davis Ave S 500 S 38TH CT Renton, WA 98055 Renton, WA 98055 RENTON, WA 98055 8558600185 8558600190 8558600195 BATES VERLA M STRAND DALLAS+KATHLEEN R HILL REBECCA 501 S 38TH CT 507 5 38TH CT 515 S 38TH ST RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 8558600155 8558600200 3123059134 Current Resident HELDELE DAMEL+OLALIA KIMBE NEW RVA79 LLC 516 S 38th Ct 521 5 38TH CT 5626 E MERCER WAY Renton, WA 98055 RENTON, WA 98055 MERCER ISLAND, WA 98040 7616800290 7616800080 8558600180 PUGET SOUND COOPERATIVE PUGET SOUND COOPERATIVE LIN MEI -CHUAN 600 108TH AVE NE :x1035 CREDIT UNION WEI TSAO-CHENG BELLEVUE, WA 98004 600 108TH AVE NE #1035 600 S 38TH CT BELLEVUE, WA 98004 RENTON, WA 98055 8558600205 3123059006 3123059006 Current Resident Current Resident Current Resident 601 S 38th Ct 601 S Carr Rd 601 S Carr Rd UNIT 100 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059006 3123059006 3123059006 Current Resident Current Resident Current Resident 601 S Carr Rd UNI F300 601 S Carr Rd UNIT 330 601 S Carr Rd UNIT 340 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059006 3123059006 3123059006 Current Resident Current Resident Current Resident 601 5 Carr Rd UNIT 350 601 S Carr Rd UNIT 360 601 S Carr Rd UNIT 400 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059006 3123059006 3123059006 Current Resident Current Resident Current Resident 601 S Carr Rd UNIT 410 601 S Carr Rd UNIT 420 601 S Carr Rd UNIT 420E Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8558600210 8558600155 7616800030 SUI TON MAX D CHEUNG ALEX YAJ-TIN R2R INVESTMENTS LLC 609 S 38Th CT 6947 COAL CREEK PKWY SE 4747 7979 S 180TH ST RENTON, WA 98055 NEWCASTLE, WA 98059 KENT, WA 98032 7616800180 7616800040 8558600185 R2R INVESTMENTS Lt_C R2R INVESTMENTS LLC BATES VERLA M 7979 S 180TH ST 7979 5 180TH ST 9603 S 175TH ST KENT, WA 98032 KENT, WA 98032 RENTON, WA 98055 7616800300 BROCK JEFFREY M+KIMBERLY S 9612 S 177TH ST RENTON, WA 98055 7616800130 MARLOTTY DONALD E 9622 S 178TH RENTON, WA 98055 1616800320 SAETEURNSAENG+LAI 9630 S 177TH ST RENTON, WA 98055 7616800090 ANDEBRHAN BEYENE+WAINNIF AS 9613 S 177TH ST RENTON, WA 98055 7616800130 Current Resident 9622 S 178th St Renton, WA 98055 7616800120 SANCHEZ AGUSTIN 9630 5 178TH ST RENTON, WA 98055 8558600205 3123059044 HEITZ JOANNE C PUBLIC HOSPITAL DIST #1 9807 5 175TH ST VALLEY MEDICAL CEN rER/ATTN FINANCE RENTON, WA 98055 PO BOX 50010 RENTON, WA 98058 3123059044 3023059034 PUBLIC HOSPITAL DIST #1 PUBLIC HOSPITAL DIST #1 VALLEY MEDICAL CENTER/ATTN FINANCE VALLEY MEDICAL CENTER/ATTN FINANCE PO BOX 50012 PD BOX 50013 RENTON, WA 98058 RENTON, WA 98058 3123059065 /616800310 PUBLIC HOSPITAL DISTRICT #1 JONES POWELL RUBY L VALLEY MEDICAL CENTER/ATTN FINANCE P 0 BOX 1883 PO BOX 50016 RENTON, WA 98055 RENTON, WA 98058 8857670110 3123059078 PUBLIC HOS DISTR4l KING CO PUBLIC HOSP DIS #1 KING CC) VALLEY MED ATTN FINANCE VALLEY MED CENTR ATT FINAN P 0 BOX 50010 P 0 BOX 50010 RENTON, WA 98058 REN FON, WA 98058 8857670060 8857670020 PUBLIC HOSP DIST#1 KING CO PUBLIC HOSP DIST41 KING CO VALLEY MED AT -FEN FINANCE VALLEY MED ATTN FINANCE P O BOX 50010 P 0 BOX 50010 RENTON, WA 98058 REN TON, WA 98058 8857670040 8857670010 PUBLIC HOSP DISTRs#1 KING CO PUBLIC HOSP DISTR41 KING CO VALLEY MED A17N FINANCE VALLEY MED ATTN FINANCE P 0 BOX 50010 P 0 BOX 50010 RENTON, WA 98058 RENTON, WA 98058 7616800310 Current Resident 9622 S 177th St Renton, WA 98055 7616800100 Current Resident 9625 S 177th St Renton, WA 98055 761.6800330 Current Resident 9720 S 177th St Renton, WA 98055 6391800010 PUBLIC HOSPITAL DIST 41 VALLEY MEDICAL CENTER/ATTN FINANCE PO BOX 50011 RENTON, WA 98058 3123059085 PUBLIC HOSPITAL DISTRICT #1 VALLEY MEDICAL CENTER/ATTN FINANCE PO BOX 50015 RENTON, WA 98058 8857670100 PURL HOSP DISTR41 KING CO VALLEY MED ATTN FINANCE P 0 BOX 50010 RENTON, WA 98058 8857670050 PUBLIC HOSP D6#1 KING CO VAI LEY MED ATTN FINANCE P 0 BOX 50010 RENTON, WA 98058 8857670030 PUBLIC HOSP DISTR41 KING CO VALLEY MED ATTN FINANCE P 0 BOX 50010 RENTON, WA 98058 8857670080 PUBLIC HOSP DISTR#1 KING CO VALLEY MEI] ATTN FINANCE P 0 BOX 50010 RENTON, WA 98058 8857670070 8857570090 3123059044 AHP OF OASHINGTON PROPERTY MGMT NW PUBLIC HOSPITAL DIST #1 C/O PROPERTY MGMNT NW TALBOT BLDG VALLEY MEDICAL CENTER/ATTN FINANCE PO BOX 3579 PO BOX 3579 PO BOX 50010 REDMOND, WA 98073 REDMOND, WA 98053 RENTON, WA 98058 CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 27th day of January 2017, 1 deposited in the mails of the United States, a sealer{ envelope containing ERC Notice and Determination documents. This information was sent to: Name Representing Agencies See Attached Melanie Gutierrez Applicant Becky Hardi Contact Daniel Pedersen Contact Public Hospital District #1 King Co Owner Parties of Record See Attached (Signature of Sender),; STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Jenny Cisneros signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: dG AM 11A 21 A4 42 77 01C{7 Notary (Print): My appointment expires: Y i Public in and for the State of VCashi or r Project'Name:.. VMC Medical Office Building & North Garage Expansion Project Numben . !_UA16-000938, ECF, BSP, SA -H, MOD template - affidavit of service by mailing AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology'* Dept. of Ecology `" Muckieshoot Indian Tribe Fisheries Dept.'" Environmental Review Section Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 PO Box 47703 39015-172 nd Avenue SE Olympia, WA 98504-7703 Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region " Duwamish Tribal Office " Muckleshoot Cultural Resources Program Attn: Ramin Pazook€ 4717 W Marginal Way SW Attn: Laura Murphy King Area Dev. Serv., MS -240 Seattle, WA 98106-1514 39015 172"d Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers KC Wastewater Treatment Division' Muckleshoot Cultural Resources Program " Seattle District Office Environmental Planning Supervisor Attn. Erin Slaten Attn: SEPA Reviewer Ms, Shirley Marroquin 39015 172"d Avenue SE PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 Auburn, WA 98092-9763 Seattle, WA 98124 Seattle, WA 98104-3855 Boyd Powers ""* WDFW - Larry Fisher* Office of Archaeology & Historic Preservation" Depart. of Natural Resources 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler PO Box 47015 Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-7015 Olympia, WA 98504-8343 KC Rev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Tim McHarg Attn: Charlene Anderson, AICP, ECD 35030 S€ Douglas St. 4210 Director of Community Development 220 Fourth Avenue South Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 99056 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Wendy Weiker, Community Svcs. Mgr, Jack Pace, Responsible Official Gary Kriedt 355 110`h Ave NE 6200 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 Mailstop EST 11W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98004 Seattle Public Utilities Puget Sound Energy Jalaine Madura, Doug Corbin, Municipal Liaison Mgr. Attn: SEPA Responsible Official 6905 South 228`i' St 700 f=ifth Avenue, Suite 4900 Kent, WA 98032 PO Box 34018 Seattle, WA 98124-4018 'Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Pian PMT, and the Notice of Application, "Department of Ecology is emailed a copy of the Environmental Checklist, Ste Pian PMT, & Notice to the following email address: sepaunit@ecy.wa,gov "" Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot-nsn.us / Laura. murphy@muckleshoot.nsn,us/ e ri n.sla ten @ m uc kleshoot, nsn. us *"Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov lemplate - affidavit of service by mailing Associated Valley obstetrics & PUBLIC HOSP DIST##1 KING CO Attn: Sandv S Gynecology, Inc. P 0 Box 50010 Valley Children's Clinic 4011 Talbot Rd S, Suite 430 Renton, WA 98058 4011 Talbot Rd S, 320 Renton, WA 98055 Renton, WA 98055 Attn: Supervisor Valley Women's Healthcare - Renton 17722 Talbot Rd S Renton, WA 98055 David Korthals Metro Transit 203 S Jackson St, MS KSC-TR-0431 Seattle, WA 981043856 KALEN PRIVATSKY 4011 Talbot Rd, Suite 300 Renton, WA 98055 MELANIE GUTIERREZ N BB1 223 Yale Ave N Seattle, WA 98109 William Gram NBBJ 223 Yale Ave N Seattle, WA 98109 BECKY MARDI Valley Medical Center 400 S 43RD St Renton, WA 98055 Gary Kriedt Metro Transit 201 S Jackson St, MS KSC-TR 0431 Seattle, WA 981043856 Karen Walter Muckleshoot Indian Tribe Fisheries Division 39015-A 172nd Ave SE Auburn, WA 98092 Tamara Sleeter MD & James Rice MD Valley Women's Clinic PLLC 17722 Talbot Rd S Renton, WA 98055-5744 DANIEL PEDERSEN Valley Medical Center 400 5 43rd St Renton, WA 98055 Jacob Sheppard King County WTD 201 S Jackson St, KSC-NR-0508 Seattle, WA 981043855 Mark Lampard King County WTD, Project Management Unit 201 S Jackson St, KSC-NR-0508 Seattle, WA 981043855 Todd Thomas Valley Medical Center 400 S 43rd St Renton, WA 98055 _ DEPARTMENT OF CO IUNITY 0 CITY OF AND ECONOMIC DEVELOPMENT Renton 0 ENVIRONMENTAL REVIEW COMMITTEE REPORT ERC MEETING DATE: January 30, 2017 Project Name: VMC Medical Office Building & North Garage Expansion Project Number: LUA16-000938, ECF, BSP, SA -H, MOD Project Manager: Clark H. Close, Senior Planner Owner: UW/Valley Medical Center, 400 S 43rd St, Renton, WA 98055 Applicant: Melanie Gutierrez/Bill Gragg, NBBJ, 223 Yale Ave N, Seattle, WA 98109 Contact: Daniel Pedersen, VMC, 400 S 43rd St, Renton, WA 98055 Project Location: 400 5 43rd St, Renton, WA 98055 Project Summary: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 S 43rd St. The medical office building includes an underground tunnel connection to the main hospital and a pedestrian bridge to the garage; the garage expansion includes a staff vehicular access ramp to the upper floors from Talbot Rd 5, The hospital site is approximately S.7 acres (247,967 sf) and includes several existing lots and one tract. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone and includes three Type F streams (Panther Creek, Streams B and Stream C), high erosion hazards, moderate landslide hazards, regulated slopes, and a large Category II wetland at the northwest corner of the site (Wetland A). The proposal includes an underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building. Site Area: 247,967 SF (5.7 acres) Proposed New Bldg. Areas (gross): 160,000 GSF Medical Office Building and 381,300 GSF Garage Expansion STAFF Staff Recommends that the Environmental Review Committee issue a Determination RECOMMENDATION: of Nonsignificance - Mitigated (DNS -M). Project Location Map City of Renton Department of C unity & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILDrNG & NORTH GARAGE EXPANSION LUA26-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 2 of 12 PART ONE: PROJECT DESCRIPTION / BACKGROUND The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 381,300 square foot, 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center (VMC) located at 400 S 43rd St (King County Assessor's Parcel Nos. 885767-0040, -0050, -0100, -0110, 3123059085, and 3123059065, "Subject Property"). VMC is a 303 -bed, fully accredited acute care hospital serving South King County. VMC is the oldest and largest public district hospital in the State of Washington and is affiliated with University of Washington Medicine. The Medical Center provides a wide variety of inpatient and outpatient services including emergency and urgent care services. In addition to the main medical center campus, VMC utilizes several medical office buildings in the vicinity of the medical center. The subject property is located at the NW intersection of S 43rd St and Talbot Rd 5 and the project site is located within the NE % of Sections 31, Township 23 North, Range 05 East, W.M. King County, Washington, within the Commercial Office (CO) zone (Exhibits 2 and 3). The designated building sites contain both paved and gravel surface parking. The north garage expansion project would expand the existing parking garage at the north end of the campus. The new garage would add 905 net new parking spaces and would be located directly east of the existing garage. The additional parking would accommodate projected growth in parking demand at the VMC campus as a result of ambient growth in hospital and outpatient activity (Exhibit I8). The new parking garage measures approximately 186.5 feet wide by 313 feet long (Exhibit4). The garage expansion includes a staff vehicular access ramp from to the upper two floors (levels 8 and 9) of the garage directly to Talbot Rd S. The proposed Medical Office Building (MOB) would be located approximately 85 feet east of the existing Talbot Professional Building, towards the north end of campus. The MOS measures approximately 154 feet wide by 218 feet wide (Exhibit 5). The two new structures would be linked via a pedestrian bridge, and the MOB would be connected to the main hospital building via an underground tunnel connection. The two new buildings are intended to be integrated into the overall VMC campus. Table 1. Neighborhood Characteristics: Location Parcel Number(s) Addresses)/Name(s) Land Use(s) Zoning Site 885767-0040,- 400 5 43rd 5t Commercial & Mixed Use Commercial Office 0050, -0100, -0110, 3123059085,and 3123059065 North 3023059026 and None, 350 S 38th Ct Residential Low Density and Residential —1 and 3023059111 Unit 100 Commercial Mixed Use Commercial Office South S 43rd St, 4450 Davis Ave S, 305 S Commercial & Mixed Use Commercial Arterial 6391800010, 43rd St LOT, and 4015 3123059102, and 43rd St Unit 110 3123059078 West SR 167 N/A WS DOT ROW WSDOT ROW East 3123059135, 17930 Talbot Rd 5, Commercial & Mixed Use, Commercial Arterial, 3123059025, 17916 Talbot Rd 5, Residential Medium Density Residential - 8 3123059134, 17900 Talbot Rd 5, 7616800010, 17820 Talbot Rd S, 7616800030, 17800 Talbot Rd, 7616800050, 17722 Talbot Rd S, 7616800070, 17710 Talbot Rd S, 7616800080, Parking (for 0290), 7616800290, 17620 Talbot Rd S, FRC Report City of Renton Deportment of Community & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILT& & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 3 of 12 L—a 3123059026, and 17600 Talbot Rd S, and 1 8558600185 501S38th Ct The entire VMC campus parcels contain 888 patient/visitor parking stalls, 1,531 employee stalls, and 112 physician stalls for a total of 2,531 parking stalls. Parking for employees and visitors is provided in two parking structures as well as several surface lots. The site includes perimeter and island landscaping throughout. The site also includes concrete sidewalks along the public street frontage of Talbot Rd 5 and S 43rd St. The terrain is rolling throughout with the steepest slopes abutting Panther Creek (approximately 50%). There are no less than seven (7) access points from the public streets bordering the parcels to Valley Medical Center. Access to the new MOB and North Parking Garage would primarily come from either the Talbot Rd S/VMC North Access Road -177th St or the Talbot Rd S/Employee Access Rd just south of the Human Resources Building. The proposed project is anticipated to include a traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection. The project development would utilize and extend utilities as part of the civil construction permits. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.21C.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials: Issue a DNS -M with a 14 -day Appeal Period. B. Mitigation Measures 1. Project construction shall be required to comply with the recommendations found in the Geotechnical Studies completed by GeoEngineers Inc. for the Medical Office Building (dated September 16, 2016) and the Geotechnical Study for the Parking Garage Expansion (dated August 2, 2016) or updated reports submitted at a later date. 2. The applicant shall voluntarily conduct additional traffic analysis and submit an updated Traffic Impact Analysis (TIA) for the Medical Office Building (originally prepared by Walker Parking Consultants — dated October 17, 2016). The updated TIA shall address staff comments sent to the applicant on January 10, 2017. The findings and recommendations of the updated TIA may be subject to an independent third party review and/or study and shall comply with any additional recommendations of a secondary TIA. The updated report and the potential secondary analysis of traffic impacts shall be subject to approval by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to construction permit issuance. 3_ Project construction shall be required to construct a traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection to ensure the safe and efficient function of the intersection. The traffic signal and roadway improvements shall be reviewed and approved by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to building permit issuance of the Medical Office Building or any additional traffic being diverted to or from this intersection. The Medical Office Building shall not receive certificate of occupancy until the new traffic signal is fully tested and operational. 4. Access to the North Parking Garage Expansion, via the entrance ramp that extends off the east elevations of parking garage, shall be developed for emergency access only along with a gate that prevents general vehicular access from Talbot Rd S. The gate and ramp location and access shall be subject to review and approval by the City of Renton Plan Review Project Manager, the City of Renton Public Works Transportation Division and the Renton Regional Fire Authority. The emergency access gate may be expanded to a hospital staff key card regulated reader access gate upon the installation of ERC Report City of Renton Deportment of C unity & Economic Development Environmental Review Committee Report VMC'MEDICAL OFFICE BUILDFPJG & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -N, MOD Report of January 30, 2017 Page 4 of 12 an operational traffic signal at the north access road (5177th St & Talbot Rd S) intersection along with roadway improvements within the intersection. C. Exhibits Exhibit 1 ERC Report Exhibit 2 Neighborhood Detail Map Exhibit 3 First Amendment to VMC Binding Site Plan Exhibit 4 Site Plan - North Garage Expansion Exhibit 5 Site Plan — Medical Office Building Exhibit 6 Tree Inventory Plan (TR -1) Exhibit 7 Tree Retention Worksheet (TR -2) Exhibit 8 Landscape Plans (L-1 and L-2) Exhibit 9 Garage Floor Plan (A1.03N and A1.035) Exhibit 10 MOB Floor Plan (A1.00 - A1.06) Exhibit 11 Architectural Elevations (A3.01, A3.02 and A3.01) Exhibit 12 Geotechnical Engineering Study for Parking Garage prepared by GeoEngineers Inc. (dated August 2, 2016) Exhibit 13 Geotechnical Engineering Study for Medical Office Building prepared by GeoEngineers Inc. (dated September 16, 2016) Exhibit 14 Preliminary Technical Information Report for Parking Garage Addition prepared by Barghausen Consulting Engineers, Inc. (dated September 9, 2016; revised date October 6, 2016) Exhibit 15 Preliminary Technical Information Report for Valley Medical Complex prepared by Barghausen Consulting Engineers, Inc. (dated October 25, 2016; revised date January 20, 2017) Exhibit 16 Biological Assessment/Critical Areas Study prepared by The Watershed Company (dated October 2016) Exhibit 17 Valley Medical Center — Medical Office Building —Traffic Impact Analysis prepared by Walker Parking Consultants (dated October 17, 2016) Exhibit 18 Valley Medical Center Parking Planning Study prepared by Walker Parking Consultants (dated October 17, 2016) Exhibit 19 Tree Protection Plan prepared by Washington Forestry Consultants, Inc. (dated September 20, 2016; revised date October 18, 2016) Exhibit 20 Construction Mitigation Description Exhibit 21 Advisory Notes to Applicant 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: The applicant submitted Geotechnical Engineering Studies for the parking garage and the MOB prepared by GeoEngineers, dated August 2, 2016 and September 16, 2016, respectively (Exhibits 12 and 13). The subsurface soils on the site consist primarily of glacial till deposits of the Vashon Drift. The glacial till encountered consists of silty sand or sandy silt with variable gravel content. A medium dense to very dense ERC Report City of Renton Department of Cunity & Economic Development Environmental Review Committee Report VMC'MEDICAL OFFICE BUILD G & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 5 of 12 weathered zone nearer the surface transitions to the dense to very dense unweathered glacial till at depths ranging from 5 to 12 feet below the site grades. The parking garage site was evaluated by seven geotechnical borings (GEI-1 through GEI-7) and the MOB site by four borings (GEI-S through GEI-11). Glacial till extended approximately 22 to 24 feet below site grades in certain borings. The explorations consisted of fill, glacially consolidated soils and sandstone bedrock. Sandstone bedrock (Renton Formation) was encountered below the glacially consolidated soils in several borings and consists of very dense cemented silty sand with occasional coal deposits. Perched water was encountered at various depths in borings GEI-2, GEI-3, GEI-4, GEI-9, and GEI-10. The groundwater observed was confined to wet, loose to medium soils overlying dense to very dense soils with relatively high fines content. The perched groundwater was attributed to seasonal rainfall. Perched groundwater is expected to fluctuate as a result of season, precipitation, and other factors. Due to variable soil conditions being present at the anticipated foundation elevations, the geotechnical reports states that shallow foundation bearing on native or structural fill are anticipated for foundation support. The geotechnical reports also indicated that the soils that underlie the proposed building areas have a low risk of liquefying because of the density and gradation of the identified soils. Based on the subsurface information obtained from the borings, the geotechnical report for the garage recommended temporary or permanent cantilever soldier pile walls or soldier pile with tieback walls be used for excavation support where temporary slopes are not possible. Soil nail walls were not recommended due to the thickness and variability of the existing fill soils. The applicant proposes to fill, excavate and grade approximately 3.77 acres of the 33.07 acre hospital site. The estimated excavation volume for the project expansion is 62,000 cubic yards. The applicant would be subject to designing and installing temporary erosion and sedimentation control measures (TESL) in order to capture runoff water and sediment during construction. The 2016 geotechnical report included specific recommendations for: site preparation, seismic design, utility trenching and backfill, building foundations, slab -on -grade floors, below -grade walls, earthwork, pavement design, and infiltration. As such, staff recommends a mitigation measure that the applicant shall comply with the recommendations found in the Geotechnical Studies completed by GeoEngineers Inc. for the Medical Office Building (dated September 16, 2016) and the Geotechnical Study for the Parking Garage Expansion (dated August 2, 2016) or updated reports submitted at a later date. Mitigation Measures: a. Project construction shall be required to comply with the recommendations found in the Geotechnical Studies completed by GeoEngineers Inc. for the Medical Office Building (dated September 16, 2016) and the Geotechnical Study for the Parking Garage Expansion (dated August 2, 2016) or updated reports submitted at a later date. Nexus: State Environmental Policy Act (SEPA) Environmental Review, RMC 4-3-050 Critical Areas Regulations and RMC 4-4-060 Grading, Excavation and Mining Regulations. 2. Air Impacts: It is anticipated that some temporary adverse 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, resulting from grading and exhaust from construction vehicles. Dust control would be mitigated through the use of temporary erosion control measures and/or sprinkling of the site with water as needed (Exhibit 20). No further site specific mitigation for the identified impacts from typical vehicle and construction exhaust is required. Mitigation Measures: No further mitigation recommended. ERC Report City of Renton Department of C unity & Economic Development Environmental Review Committee Report VMC'MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUAI6-M938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 6 of 12 Nexus: N/A 3. Water a. Wetlands, Streams, lakes Impacts: A Biological Assessment/Critical Areas Study ("Study") was prepared by The Watershed Company (dated October 2016; Exhibit 16) and was submitted with the application materials. According to the Study, the northernmost portion of the project area is located within the standard buffer for Panther Creek. Panther Creek requires a 115 -foot standard buffer width. The applicant is proposed to reduce the standard buffer width through a combination of buffer averaging and buffer reduction with enhancement to accommodate the proposed expansion. Buffer reduction with enhancement is proposed in all areas where a reduction of the standard buffer to the minimum -allowed 90 feet is available. For those areas where it is necessary to reduce the standard buffer to less than 90 feet (up to the minimum allowed 75 feet), the applicant is proposing buffer averaging. Buffer averaging may be permitted such that the buffer is not reduced more than 25% of the standard buffer if it can be demonstrated that the proposed buffer is based on best available science among other criteria per RMC 4-3-0501.2.b. Additional stream buffer areas within the reduced buffers would be temporarily impacted by necessary grading activities. Proposed buffer modifications and temporary impacts are summarized in Table 1 below and the mitigation plan (Exhibit 16). Table 1. Wetland buffer modification and impact summary Type of Modification Area of Impact Mitigation Proposed Buffer Reduction 1,948 square feet 2:1 ratio of enhancement in degraded buffer Suffer Averaging 3,422 square feet 1:1 ratio of buffer addition with enhancement Temporary Buffer Impacts 6,271 square feet Restoration and enhancement of disturbed area Panther Creek is located at the bottom of the ravine, approximately 100-115 feet north of the project area, as identified in the Study. Panther Creek enters the VMC property via a culvert beneath Talbot Road 5 and flows in a generally western direction. Panther Creek is documented to contain coho and chum salmon and cutthroat trout. As a documented fish -bearing stream that is not considered a shoreline of the state. Panther Creek is classified as Type F stream, per RMC 4-3-050.G.2, and therefore requires a 115 -foot standard buffer width. The buffer was described in the Study as mostly forested with well-established bigleaf maple, black cottonwood, and western red cedar trees with an understory dominated by Himalayan blackberry, salmonberry, and English ivy. Diversity was considered to be very limited in the buffer, although the trees are large and provide significant shade to Panther Creek, helping maintain lower water temperatures and providing detritus and organic materials into the creek. Large trees also provide erosion control on the steep slopes. Because the project area is within a portion of the site that is already composed of an existing gravel parking lot, the proposed buffer reduction areas would likely have limited impacts. In addition, the grading activities (temporary buffer impacts) are proposed to extend into an area north of the proposed garage expansion that was once a concrete patio. The patio and the house were listed in the biological assessment as being removed in 2008-2009. Following removal of the patio, black cottonwood saplings and a dense Himalayan blackberry thicket colonized the area. Much of the proposed buffer addition area is similar in character to the majority of the Panther Creek buffer in the project vicinity. This area is generally forested with established bigleaf maple and western red cedar trees in the canopy, with an understory of osoberry and English ivy. A portion of the buffer addition area also includes an existing gravel parking lot that would be abandoned, and restored with a native plant community by the applicant. According to the Study, the project would completely avoid direct and indirect stream impacts and no in - water work or stormwater discharges are proposed in Panther Creek. However, the project would incur unavoidable stream buffer impacts. The Study states that direct buffer impacts would be temporary in nature and would be required to accommodate grading activities at the top of the steep slope to the north. ERC Report City of Renton Department of do unity & Economic Development Environmental Review Committee Report VMCMEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 7 of 12 Permanent buffer impacts would also be avoided through the proposed buffer modification (reduction with enhancement and averaging). The buffer modification is necessitated, since the standard buffer protrudes into the existing gravel parking lot, where the garage expansion is proposed. The applicant is proposing that all buffer modification will be offset through enhancement of the existing standard buffer at a 2:1 ratio and buffer addition with enhancement at a 1:1 ratio. Pursuant to RMC 4-3-050.H.2, this project must demonstrate appropriate mitigation sequencing. The applicants are required to first avoid stream and buffer impacts, then minimize unavoidable impacts, and lastly provide compensatory mitigation for unavoidable impacts. In terms of avoidance, the applicant gathers that the majority of site development is located outside of the 115 -foot stream buffer and the project would completely avoid all direct and indirect stream impacts. No construction activities or stormwater discharges are proposed in Panther Creek and following modification of the standard stream buffer, all direct stream buffer impacts would be temporary, as a result of the proposed grading activities. The Study provided a large list of minimization measures and techniques that were utilized during the design process in order to limit the extent of wetland and buffer modification necessary to fulfill the project purpose. For example, reducing the total size of the expansion to avoid buffer impacts beyond those allowed using buffer reduction with enhancement and buffer averaging or using a stormwater detention vault in place of an above ground detention pond. The applicant is proposing all mitigation actions to occur onsite and the temporarily impacted buffer would be restored and enhanced at the impact site. The buffer enhancement area is shown just west of the project area and composed of a Himalayan blackberry monoculture. The invasive species would be cleared, and the area would be replanted with a dense, native tree, shrub, and groundcover community. Similarly, the buffer addition area located just east of the project area includes both existing forest and existing gravel parking lot. The study indicates that even in its current condition, the forested buffer addition area provides greater buffer function than the buffer reduction area, which is a gravel parking lot. To farther improve buffer function, the understory is proposed to be removed and enhanced with additional native trees, shrubs, and groundcovers. Therefore, a substantial lift in buffer function is proposed to the buffer addition area by clearing the gravel, decompacted, and planted with a dense native, tree, shrub, and groundcover community. In addition, the Study is recommending a permanently split rail fence and signage around the affected buffer areas as protection. To ensure a net improvement in ecological function, buffer reduction through enhancement is proposed at a ratio of 2:1 and buffer addition with enhancement (buffer averaging) at the required ration of 1:1. The applicant's monitoring plan is proposed to take place twice annually for five years, including a spring maintenance inspection and a formal monitoring inspection to occur in the late summer or early fall. Reports for wetland mitigation projects are required to be submitted quarterly for the first year and thereafter annually for the next four (4) years following construction for a total of five (5) years minimum per RMC 4-3-050L.3. The applicant would be required to provide an updated maintenance and monitoring plan that complies with code. In summary, the proposed final restoration and monitoring program would provide a compensatory level of protection for the critical area impacts and would offset the disturbance associated with modification of the standard stream buffer, provided the monitoring provisions of RMC 4-3- 050 are met. The site also includes a large wetland "Wetland A" at the northwest corner of the site. According to the Study, this Category II wetland is a large riverine, slope, and depressional wetland and carries a standard buffer of 150 feet. Panther Creek flows westward through the wetland and then turns north, paralleling SR - 167. Surface seeps as well as Streams B and Stream C provide additional sources of hydrology along the south side of Wetland A. Streams a and Stream C enter the study area through culverts at the north end of the west parking lot. Stream C is a small tributary to Stream 6 and joins Stream B approximately 40 feet downstream of the culvert opening. Stream B flows north until joining with Wetland A, where a defined ERC Report City of Renton Department of C rnity & Economic Development Environmental Review Committee Report VMC'MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 8 of 12 stream channel is no longer present. Stream B enters Wetland A approximately 100 feet south of where Panther Creek flows through the wetland. Streams B and C are hydrologically connected to Panther creek through Wetland A via sheetflow and inundated wetland areas, and there are no natural barriers to fish passage. These streams, therefore, have the potential to provide occasional fish habitat and are classified as Type F streams. Mitigation Measure(s): No further mitigation recommended. Nexus: State Environmental Policy Act (SEPA) Environmental Review and RMC 4-3-050 Critical Areas Regulations. b. Water runoff (including stormwater) Impacts: Barghausen Consulting Engineers, Inc. submitted a Preliminary Technical Information Report for the Parking Garage Addition (dated September 9, 2016; revised date October 6, 2016; Exhibit 14) and a separate Preliminary Technical Information Report for Valley Medical Complex (dated October 25, 2016; revised date January 20, 2017; Exhibit 15) with the application. The total area of new development includes 1.81 acres for the garage and 1.96 acres for the MOB. The project is part of a redevelopment of the site that removes and replaces some areas of impervious surface in addition to landscaped areas with new impervious surface. The combined impervious surface area upon completion would be 3.37 acres as discussed in the provided drainage reports. As described in the drainage report, the project is not located in a flood hazard area as the site is over 30 feet higher in elevation than Panther Creek lying northerly of the project site and the creek would not overtop the existing ravine to flood the project. No Low -Impact Development BMPs are feasible for this site as the soils are not capable of infiltrating, according to the TIR. The development would be subject to Full Drainage Review in accordance with the 2017 Renton Surface Water Design Manual (RSWDM). The project would provide a 35,000 cubic -foot retention underground detention vault sized for the area requiring Level 2 Flow Control, also known as Conservation Flow Control, with Enhanced Water Quality. Downstream of the detention vault would be located a modular wetland vault with General Use Level Designation for Basic, Enhanced, and Phosphorus Water Quality treatment capabilities through the Department of Ecology. The ultimate discharge location is into Panther Creek located northerly from the project site. As outlined in the drainage report, the project would have several levels of the parking garage not subject to stormwater run-on or runoff. Coalescing plate oil/water separators would be provided to treat any wash down water which may land on the different levels of the parking garage prior to discharge to the sanitary sewer. No oil controls would be required for the MOB site according to the TIR. Mitigation Measures: No further mitigation recommended. Nexus: N/A 4. Vegetation Impacts: A Tree Protection Plan prepared by Washington Forestry Consultants, Inc. (dated September 20, 2016; revised date October 18, 2016; Exhibit 19) was submitted with the land use application. The 33.07 acres campus was found to contain 471 significant trees. The predominant species, among the parking lots and buildings, included London plane (Platanusx acerifolia), Norway maple (Acerplatanoides), red maple (Acer rubra), and cherry (Prunus spp.) with a Diameter Standard Height (DBH) range of 5-28 inches. The trees range from good to very poor condition, but none are considered hazardous. According to the Tree Protection Plan, the critical area contains approximately 40 trees per acre but was not inventoried. The species include black cottonwood (Populus trichocarpa), red alder (Alnus rubra), bigleaf maple (Acer macrophyllum), and willow (Salix spp. ). Tree condition ranges from dead to fair, and DBH ranges ERC Report City of Renton Deportment of C nity & Economic Development Environmental Review Committee Report 'VMC'MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 9 of 12 from 6 to 32 inches. The site also contains a total of 61 species of trees within the Puget Sound Energy Arboretum. In all, the VMC campus contains a total of 471 significant trees and the applicant is proposing to retain 239 trees (Exhibits 6 and 19). The applicant is required to retain 10 percent (10%) of the trees located onsite that are not located within the proposed rights-of-way or access easements. Of the 97 significant trees within the project area, the applicant is proposing to retain 7 trees to meet the 10% tree retention requirement (Exhibit 7). As a result, the applicant has demonstrated compliance with the Tree Retention requirements of the code. During construction, trees required to be retained (i.e., protected trees), would be required to comply with the tree protection measures during construction per RMC 4-4-130H.9. The eight central components of tree protection include defining and protecting the drip line, erecting and maintaining a temporary six -foot - high chain link construction fence with placards around the tree to be retained, protecting the tree from grade changes, keeping the area clear of impervious surface material, restricting grading within the drip line, providing three inches (3") of bark mulch within the required fencing, retaining a certified arborist to ensure trees are protected from development activities, and alternate protection/safeguards as necessary. Additional landscaping and irrigation will be incorporated into the project to work in conjunction with The Watershed Company Mitigation Plan (Exhibits 8 and 16). Mitigation Measures: No further mitigation recommended. Nexus: N/A 5. Environmental Health a. Noise Impacts: Noise impacts would primarily result from the construction of the proposed road improvements and new structures. The construction noise would be regulated through the City's adopted noise level regulations per Chapter 8-7, RMC. The City's noise regulations limit haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. Permitted work hours in or near residential areas are restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m. for commercial and other nonresidential construction activities from 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. Noise impacts anticipated from the operation of the parking garage expansion and the addition of a new medical office building on the Valley Medical Center campus are anticipated to be impacts that would be commonly associated with the operations of the existing hospital. Mitigation Measures: No further mitigation recommended. Nexus: N/A 6. Aesthetics Impacts: The 5 -Story 160,000 square foot medical office building and a 381,300 square foot, 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center measure approximately 78 feet and 74 feet above grade, respectively (Exhibits 9 and 10). In comparison to other structures approved onsite, the new buildings are generally similar in height and size to many of the other approved buildings. Most recently a 7 - story (111 -foot tall) 146,000 square foot Emergency Services Tower on the south side of campus was approved in 2007. The exterior of the parking garage is proposed to be consistent with the look and feel of the existing garage. Additionally, the southern fagade would incorporate metal composite material wall panel to be contextual with the medical office building's exterior elevation. The colors and materials are proposed to be high quality and are anticipated to match the existing hospital buildings architecture. Mitigation Measures: No further mitigation recommended. ERC Report OIRT, Denis law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator March 21, 2017 8857670070 Current Resident 4033 Talbot Rd S Suite 440 Renton, WA 98055 SUBJECT: Hearing Cancelled -VMC Medical Office Building and North Garage Expansion Noise Variance, LUA16-000938, ECF, BSP, SA -H, MOD, V -H Dear Resident: The Renton Hearing Examiner held a hearing on March 14, 2017 for the VMC Medical Office Building and North Garage Expansion. The Applicant requested a continuation of the hearing to consider a request for a noise variance. The applicant has since withdrawn the variance request. The hearing continuance is no longer required. The hearing continuance for March 28th has been cancelled. The Examiner closed the hearing record on this matter on March 21, 2017. Please contact Jennifer Henning at (425) 430-7286 or ihenning@rentonwa.gov if you have any questions. Sincerely, �t- /X cam ---- Clark H. Close Senior Planner Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator March 21, 2017 Parties of Record Various SUBJECT: Hearing Cancelled -VMC Medical Office Building and North Garage Expansion Noise Variance, LUA16-000938, ECF, BSP, SA -H, MOD, V -H Dear Party(ies) of Record: The Renton Hearing Examiner held a hearing on March 14, 2017 for the VMC Medical Office Building and North Garage Expansion. The Applicant requested a continuation of the hearing to consider a request for a noise variance. The applicant has since withdrawn the variance request. The hearing continuance is no longer required. The hearing continuance for March 28th has been cancelled. The Examiner closed the hearing record on this matter on March 21, 2017. Please contact Jennifer Henning at (425) 430-7286 or ihenning@rentonwa.gov if you have any questions. Sincerely, Clark H. Close Senior Planner cc: Public Hospital District #1 King Co / Owner(s) Daniel Pedersen, Becky Hardi, Todd Thomas / Contact Bill Gragg, Melanie Gutierrez / Applicant Denis Law Mayor r;R Community & Economic Development C. E. "Chip" Vincent, Administrator March 21, 2017 3123059044 PUBLIC HOSPITAL DIST #1 VALLEY MEDICAL CENTER/ATTN FINANCE PO BOX 50010 RENTON, WA 98058 SUBJECT: Hearing Cancelled -VMC Medical Office Building and North Garage Expansion Noise Variance, LUA16-000938, ECF, BSP, SA -H, MOD, V -H Dear Resident: The Renton Hearing Examiner held a hearing on March 14, 2017 for the VMC Medical Office Building and North Garage Expansion. The Applicant requested a continuation of the hearing to consider a request for a noise variance. The applicant has since withdrawn the variance request. The hearing continuance is no longer required. The hearing continuance for March 28th has been cancelled. The Examiner closed the hearing record on this matter on March 21, 2017. Please contact Jennifer Henning at (425) 430-7286 or ihenning@rentonwa.gov if you have any questions. Sincerely, Clark H. Close Senior Planner Plan Number: Site Address: LUA16-000938 40D S 43RD ST CITY OF �e on Plan Review Routing Slip Name: VMC Medical Office Building & North Garage Expansion Description: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, a street modification, and a parking modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 S 43rd St. The medical office building includes an underground tunnel connection to the main hospital, a pedestrian bridge to the garage, and the garage expansion includes a staff vehicular access ramp from to the upper floors from Talbot Rd S. The hospital site is approximately 5.7 acres (247,967 sf) and includes several existing lots and one tract. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone and includes a Type F stream, high erosion hazards, moderate landslide hazards, regulated slopes, and wetlands. Construction is estimated to begin April 2017. The proposal includes an underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building. Review Type: Police Review- Version 1 Date Assigned: 12/20/2016 Date Due: 01/04/2017 Project Manager: Clark Close Environmental Impact Earth Animals Light/Glare Historic/Cultural Preservation Air Environmental Health Recreation Ai rport Envi ronmenta I 10,000 Feet 14,000 Feet Water Energy/Natural Resources Utilities Plants Housing Transportation Land/Shoreline Use Aesthetics Public Service Where to enter your comments: Manage My Reviews Which types of comments should be entered: Recommendation - Comments that impact the project including any of the Enivornmental Impacts above. Correction - Corrections to the project that need to be made before the review can be completed and /or requesting submittal of additional documentation and/or resubmittal of existing documentation, What statuses should be used: Reviewed - I have reviewed the project and have no comments. Reviewed with Comments - I have reviewed the project and and I have comments entered in Recommendations. Correction Resubmit - I have reviewed the project and the applicant needs to submit and/or resubmit documentation and I have added Signature of Director or Authorized Representative 11151-17 Date CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 7th day of March 2017, 1 deposited in the mails of the United States, a sealed envelope containing Agenda and Report for Land Use Hearing on 3-14-17 documents. This information was sent to: Melanie Gutierrez, NBBJ Applicant Todd Thomas Contact Kalen Privatsky Party of Record Jacob Sheppard, KC WTD Party of Record David Korthals, Metro Transit Party of Record Becki Hardi, VMC Contact Tamara 5leeter MD & James Rice M, Valley Women's Party of Record Public Hospital District #1 King Co. Owner Gary Kriedt, Metro Transit Party of Record Karen Walter, Muckleshoot Indian Tribe Fisheries Party of Record (Signature of Sender): STATE OF WASHINGTON-/ ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Gillian Syverson signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: Nota Notary (Print): 4, My appointment expires: ii __ 1ti111!lltoll ublic in and for the StateGofS�Bi,,`� .4 S i G�f�fP �.'`1"19-'17.rO11f IP4 H`joff,`''`,� 101 FL Medical Office Building & North Garage Expansion 6:JQ7I-3, ECF, 65P, SA -H, MOD JPO(/3 V template - affidavit of service by mailing 0 AGENCY (DQE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology ** Dept. of Ecology ** Muckleshoot Indian Tribe Fisheries Dept. ** Environmental Review Section Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 PO Box 47703 39015 — 172n1 Avenue SE Olympia, WA 98504-7703 Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region * Duwamish Tribal Office * Muckleshoot Cultural Resources Program ** Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Laura Murphy King Area Dev. Serv., MS -240 Seattle, WA 98106-1514 39015 172nd Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers * KC Wastewater Treatment Division * Muckleshoot Cultural Resources Program ** Seattie District Office Environmental Planning Supervisor Attn: Erin Slaten Attn: SEPA Reviewer Ms, Shirley Marroquin 39015 172"d Avenue SE PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 Auburn, WA 98092-9763 Seattle, WA 98124 Seattle, WA 98144-3855 Boyd Powers *** WDFW - Larry Fisher* Office of Archaeology & Historic Preservation* Depart. of Natural Resources 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler PO Bax 47015 Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-7015 Olympia, WA 98504-8343 KC Dev. & Environmental 5erv. City of Newcastle City of Kent Attn: SEPA Section Attn: Tim McHarg Attn: Charlene Anderson, A1CP, ECD 35030 SE Douglas St. #210 Director of Community Development 220 Fourth Avenue South Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Wendy Weiker, Community Svcs. Mgr. Jack Pace, Responsible Official Gary Kriedt 355 1101h Ave NE 6200 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 Mailstop EST 11W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98004 Seattle Public Utilities Puget Sound Energy Jalaine Madura, Doug Corbin, Municipal Liaison Mgr. Attn: SEPA Responsible Official 6905 South 2281h St 700 Fifth Avenue, Suite 4900 Kent, WA 98032 PO Box 34018 Seattle, WA 98124-4018 *Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunit@ecy.wa.gov ** Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot.nsn.us/ Laura.murphy@muckleshoot.nsn.us/ erin.slaten@muckleshoot,nsn.us ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template - affidavit of service by mailing DEPARTMENT OF COMMUNITYAN of D - AND ECONOMIC DEVELOPMENT _ ___.,........•""""� j ��a� �''- HEARING EXAMINER PUBLIC HEARING MARCH 14, 2017 AGENDA COMMENCING AT 12:00 P.M. COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION PROJECT NUMBER: LUA16-000938, ECF, BSP, SA -H, MOD PROJECT DESCRIPTION: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 5 43rd St. The medical office building includes an underground tunnel connection to the main hospital and a pedestrian bridge to the garage; the garage expansion includes a staff vehicular access ramp to the upper floors from Talbot Rd S. The hospital site is approximately 5.7 acres (247,967 sf) and includes several existing lots and one tract. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone and includes three Type F streams (Panther Creek, Streams B and Stream C), high erosion hazards, moderate landslide hazards, regulated slopes, and a large Category II wetland at the northwest corner of the site (Wetland A). The proposal includes an underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building. m m Ma 22 z I r m G) r c o� 0 0 0 w 00 Z m M go rW L - M it CL OrQ 90 z 0 r+ r� �d I r z v c m 2 m M ITT G) z z Z m �-- rr, c., °v Cts � 2 " Op cl W �s m m Ma 22 z I r m G) r c o� 0 0 0 w 00 Z m M go rW L - M it CL OrQ 90 z 0 r+ r� �d I r z v c m 2 m M ITT G) z z Z m DEPARTMENT OF COMMUNITY 'CITY 11, AND ECONOMIC DEVELOPMENT ..... ~ Renton A. REPORT TO THE HEARING EXAMINER HEARINGDATE: March 14, 2017 Project Name: Valley Medical Center (VMC) Medical Office Building and North Garage Expansion Owner: UW/Valley Medical Center, 400 S 43rd St, Renton, WA 98055 Applicant: Melanie Gutierrez/Bill Gragg, NBBJ, 223 Yale Ave N, Seattle, WA 98109 Contact: Daniel Pedersen, VMC, 400 5 43rd St, Renton, WA 98055 File Number: LUA16-000938, ECF, BSP, SA -H, MOD Project Manager: Clark H. Close, Senior Planner Project Summary: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at Valli y Medical Center. Both structures would be constructed over surface parking CQNCUR€EN DATE ng th north side of the hospital campus located at 400 S 43rd 5t. The medical office includes an underground tunnel connection to the main hospital and a NAME INITIAL' stri n bridge to the garage; the garage expansion includes a staff vehicular access Z stn W the upper floors from Talbot Rd S. The project site is approximately 5.7 acres _ sf) and includes several existing lots and one tract. The project is located within ercial & Mixed Use (CMU) land use designation and the Commercial Office and includes three Type F streams (Panther Creek, Streams B and Stream C), ion hazards, moderate landslide hazards, regulated slopes, and a large Category 11 wetland at the northwest corner of the site (Wetland A). The proposal includes a large underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building (MOB). Project Location: 400 S 43rd St, Renton, WA 98055 Proposed New Bldg. Areas (gross): 160,000 GSF Medical Office Building and 381,300 GSF Garage Expansion Site Area: 247,967 SF (5.7 acres) Project Location Map HEX Report 300' Surrounding Properties See Attached Melanie Gutierrez Applicant Becky Hardi Contact Daniel Pedersen Contact Public Hospital District ##1 King Co Owner Parties of Record See Attached (Signature of Sender): STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Jenny Cisneros signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: r`{\N 2LS& � (, �a1� Notary (Print): My appointment expires: .\'tt 114 o 1 0 AOL LtYAf l i,l Notary P blic in and for the State of Washirr'@p''�y WL �s i -ago=VMC Medical Office Building & North Garage Expansion Noise Variance " LUA16-000938, ECF, BSP, 5A -H, MOD, MOD, V -H template - affidavit of service by mailing . ................... ........... . .......................... . . ........ .. . ........ ... . .... ... .. . .. ... . ..... .... Associated Uey Obstetrics & PUBLIC HOSP DIST#1 KING CO Alan Davis Gynecology, Inc. P 0 BOX 50010 223 Yale Ave N 4011 Talbot Rd 5, Suite 430 Renton, WA 98058 Seattle, WA 98109 Renton, WA 98055 Attn: Sandy S Valley Children's Clinic 4011 Talbot Rd S, 220 Renton, WA 98055 Bob Mahn RENTON CITY HALL David Korthals Metro Transit 201 S Jackson St, MS KSC-TR-0413 Seattle, WA 981043856 . . ...... .. . .. ....... Jacob Sheppard King County VV7D 201 S Jackson St, KSC-NR-0505 Seattle, WA 981043855 Attn: Supervisor Valley Women's Healthcare - Renton 17722 Talbot Rd S Renton, WA 98055 .. . . . ..... ..... Chris Barnes RENTON CITY HALL ..... ....... ........ .. ............ Flora Lee Renton City Hall 1055 S Grady Way Renton, WA 98057 KALEN PRIVATSKY 4011 Talbot Rd, Suite 300 Renton, WA 98055 BECKY HARD] Valley Medical Center 400 S 43RD St Renton, WA 98055 DANIEL PEDERSEN Valley Medical Center 400 S 43rd St Renton, WA 98055 Gary Kriedt Metro Transit 201 S Jackson St, MS KSC-TR 0431 Seattle, WA 981043856 Karen Walter Muckleshoot Indian Tribe Fisheries Division 39015-A 172nd Ave SE Auburn, WA 98092 MELANIE GUTIERREZ Tamara Sleeter MD & James Rice MD NBBJ Valley Women's Clinic PLLC 223 Yale Ave N 17722 Talbot Rd 5 Seattle, WA 98109 Renton, WA 98055-5744 William Gragg NBBJ 223 Yale Ave N Seattle, WA 98109 Agencies See Attached Melanie Gutierrez Applicant Becky Hardi Contact Daniel Pedersen Contact Public Hospital District #1 King Co Owner Parties of Record I See Attached (Signature of Sender): STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Jenny Cisneros signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. 7 SLY Pp Dated: i� �( _ �+n,'L No Public in and for the State of Vt shito Notary (Print): My appointment expiresA42-i, :a c P- c) (7r'?9-i-� 2 r - VMC Medical Office Building & North Garage Expansion LUA16-000938, ECF, BSP, SA -H, MOD template - affidavit of service by mailing AGENCY (DOE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology ** Dept. of Ecology ** Muckleshoot Indian Tribe Fisheries Dept. ** Environmental Review Section Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 PO Box 47703 39015-172 nd Avenue SE Olympia, WA 98504-7703 Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region * Duwamish Tribal Office * Muckleshoot Cultural Resources Program ** Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Laura Murphy King Area Dev, Serv., MS -240 Seattle, WA 98106-1514 39015 172nd Avenue SE PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp. of Engineers * KC Wastewater Treatment Division * Muckleshoot Cultural Resources Program ** Seattle District Office Environmental Planning Supervisor Attn: Erin Slaten Attn: SEPA Reviewer Ms. Shirley Marroquin 39015 172nd Avenue SE PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 Auburn, WA 98092-9763 Seattle, WA 98124 Seattle, WA 98104-3855 Boyd Powers *** WDFW - Larry Fisher* Office of Archaeology & Historic Preservation* Depart. of Natural Resources 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler PO Box 47015 Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504701.5 Olympia, WA 98504-8343 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Tim McHarg Attn: Charlene Anderson, AICP, ECD 35030 SF Douglas St. #210 Director of Community Development 220 Fourth Avenue South Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Wendy Weiker, Community Svcs. Mgr. Jack Pace, Responsible Official Gary Kriedt 35S 110'h Ave NE 6200 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 Mailstop EST 11W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98004 Seattle Public Utilities Puget Sound Energy Jalaine Madura, Doug Corbin, Municipal Liaison Mgr, Attn: SEPA Responsible Official 6905 South 228th St 700 Fifth Avenue, Suite 4900 Kent, WA 98032 PO Box 34018 Seattle, WA 98124-4018 *Note: If the Notice of Application states that it is an `Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address:.sepaunit@ecy.wa.gov ** Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KWalter@muckleshoot.nsn.us/ Laura.murphy@muckleshoot.nsn.us/ erin.slaten@muckleshoot.nsn.us ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacenter@dnr.wa.gov template - affidavit of service by mailing ,. . _ Associated Valley Obstetrics & Gynecology, Inc. 4011 Talbot Rd S, Suite 430 Renton, WA 98055 Attn: Supervisor Valley Women's Healthcare - Renton 17722 Talbot Rd S Renton, WA 98055 David Korthals Metro Transit 2015 Jackson St, MS KSC-TR-0431 Seattle, WA 981043856 KALEN PRIVATSKY 4011 Talbot Rd, Suite 300 Renton, WA 98055 MELANIE GUTIERREZ N BBJ 223 Yale Ave N Seattle, WA 98109 William GraRR NBBJ 223 Yale Ave N Seattle, WA 98109 PUBLIC HOSP DIST#1 KING CO P 0 BOX 50010 Renton, WA 98058 BECKY HARDI Valley Medical Center 400 5 43RD St Renton, WA 98055 E ... - ................. Gary Kriedt Metro Transit 201 S Jackson St, MS KSC-TR 0431 Seattle, WA 981043856 Attn: Sandv 5 Valley Children's Clinic 4011 Talbot Rd S, 220 Renton, WA 98055 DANIEL PEDERSEN Valley Medical Center 400 S 43rd St Renton, WA 98055 Jacob Sheppard King County WTD 201 S Jackson St, KSC-NR-0508 Seattle, WA 981043855 Mark Lampard King County WTD, Project Management Unit 201 S Jackson St, KSC-NR-0508 Seattle, WA 981043855 Todd Thomas Valley Medical Center 400 S 43rd St Renton, WA 98055 On the 22"d day of March, 2017, 1 deposited in the mails of the United States, a sealed envelope containing Notice of Public Hearing Cancellation documents. This information was sent to: 300' Surrounding Properties See Attached Melanie Gutierrez Applicant Becky Hardi Contact Daniel Pedersen Contact Public Hospital District #1 King Co Owner Parties of Record See Attached (Signature of Sender): �bwv"�L� c STATE OF WASHINGTON y S SS COUNTY OF KING j "'oi i PO4, Ilit, I certify that I know or have satisfactory evidence that Jenny Cisneros 1%," �fZZ signed this instrument and acknowledged it to be his/her/their free and voluntary act for the us mentioned in the instrument. xu � AV Dated: !"� �ti°�c�b 1 i [�u P g'hr Not Public in and for the State of Was I' iwAS Notary (Print): Pin j [,4 L'A"-ej'_s My appointment expires: ri VMC Medical Office Building & North Garage Expansion Noise Variance LUA16-000938, ECF, SSP, SA -H, MOD, MOD, V -H template - affidavit of service by mailing Associated Valley Obstetrics & PUBLIC HOSP DIST#1 KING CO Alan Davis Gynecology, Inc. P 0 BOX 50010 223 Yale Ave N 4011 Talbot Rd S, Suite 430 Renton, WA 98058 Seattle, WA 98109 Renton, WA 98055 Attn: Sandv 5 Valley Children's Clinic 4011 Talbot Rd S, 220 Renton, WA 98055 Attn: Supervisor Valley Women's Healthcare - Renton 17722 Talbot Rd S Renton, WA 98055 BECKY HARM Valley Medical Center 400 S 43RD St Renton, WA 98055 Bob Mahn Chris Barnes DANIEL PEDERSEN RENTON CITY HALL RENTON CITY HALL Valley Medical Center 400 S 43rd St Renton, WA 98055 David Korthals Metro Transit 201 S Jackson St, MS KSC-TR-0413 Seattle, WA 981043856 Flora Lee Renton City Hall 1055 S Grady Way Renton, WA 98057 . . . . . . . . . . . ..... . .. ... . ......... . . . Jacob Sheppard KALEN PRIVATSKY King County WTD 4011 Talbot Rd, Suite 300 201 S Jackson St, KSC-NR-0505 Renton, WA 98055 Seattle, WA 981043855 Mark Lampard King County WTD, Project Management Unit 201 S Jackson St, KSC-NR-0508 Seattle, WA 981043855 MELANIE GUTIERREZ N BBJ 223 Yale Ave N Seattle, WA 98109 .......... Todd Thomas William Gragg Valley Medical Center NBBJ 400 5 43rd St 223 Yale Ave N Renton, WA 98055 Seattle, WA 98109 Gary Kriedt Metro Transit 201 $Jackson St, MS KSC-TR 0431 Seattle, WA 981043856 Karen Walter Muckleshoot Indian Tribe Fisheries Division 39015-A 172nd Ave SE Auburn, WA 98092 Tamara Sleeter MD &James Rice MD Valley Women's Clinic PLLC 17722 Talbot Rd S Renton, WA 98055-5744 3123059044 3123059102 3023059110 PUBLIC HOSPITAL DIST #1 DAVIS STREET ASSOCIATES LLC 400 SOUTH 38TH CT LLC VALLEY MEDICAL CENTER/ATTN FINANCE C/O BEHAR COMPANY 10127 SE 16TH PL PO BOX 50010 1000 2ND AVE #3230 BELLEVUE, WA 98004 RENTON, WA 98058 SEATTLE, WA 98104 7616800140 3023059117 3123059006 MITCHELL HAROLD W III+ SUNG WON CO LLC PACMED CLINICS TAMARA J SLEETER-MITCHELL 1100 106TH AVE NE #610 120012TH AV 5 PO BOX 58488 BELLEVUE, WA 98004 SEATTLE, WA 98144 RENTON, WA 98058 3123059159 3023059118 3123059026 PACIFIC MEDICAL CENTERS AUSDREY LLC MOSHIRI DELTA YASSMAN SCOTT COMBS CFO 13401 BEL -RED RD #A7 14010 SE 44TH PL 1200 12TH AVE S QRTRS 6 7 BELLEVUE, WA 98005 BELLEVUE, WA 98006 SEATTLE, WA 98144 8558600130 3123059026 3123059026 SMITH OTIS Current Resident Current Resident 14712 E 15TH AVE 17600 Talbot Rd S 17600 Talbot Rd S UNIT 3 SPOKANE VALLEY, WA 99037 Renton, WA 98055 Renton, WA 98055 3123059026 3123059026 3123059026 Current Resident Current Resident Current Resident 17604 Talbot Rd S UNIT 4 17600 Talbot Rd S UNIT 5 17600 Talbot Rd S UNIT 6 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059026 7616800290 7616800344 Current Resident Current Resident YANG ZU YONG 17600 Talbot Rd S UNIT 7 17620 Taibot Rd S 17706 98TH AVE S Renton, WA 98055 Renton, WA 98055 RENTON, WA 98055 7616800340 7616840070 7616800070 Current Resident LAGONOY JOSEPH N+ANA LIZA Current Resident 17706 98th Ave S 17710 TALBOT RD 5 17710 Talbot Rd 5 Renton, WA 98055 RENTON, WA 98055 Renton, WA 98055 7616800110 7616800050 7616800030 GUOMUNDSON THEODORE E+ANITA Current Resident Current Resident 17715 98TH AVE S 17722 Talbot Rd 5 17800 Talbot Rd 5 RENTON, WA 98055 Renton, WA 98055 Renton, WA 98055 7616800030 7616800030 7616800030 Current Resident Current Resident Current Resident 17800 Talbot Rd S Suite A 17800 Talbot Rd S Suite B 17800 Talbot Rd S Suite C Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 7616800030 7616800030 7616800030 Current Resident Current Resident Current Resident 17800 Talbot Rd S Suite D 17800 Talbot Rd S Suite E 17800 Talbot Rd S Suite G Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 7616800140 Current Resident 17803 97th Ave S Renton, WA 98055 7616800270 JENKINS OLIVER J 17810 97TH AVE S RENTON, WA 98055 7616800250 LOVE EARLA+NOREEN D 1781198TH S RENTON, WA 98055 7616800240 HANKINSON DONALD ALLEN+MICH 17819 98TH AVE S RENTON, WA 98055 7616800200 SMITH KATHERINE L+MICHAEL D 17832 97TH AVE S RENTON, WA 98055 3123059134 Current Resident 17900 Talbot Rd S Renton, WA 98055 3123059134 Current Resident 17900 Talbot Rd S UNIT 103 Renton, WA 98055 3123059103 Current Resident 17910 Talbot Rd S UNIT 100 Renton, WA 98055 3123059103 Current Resident 17910 Talbot Rd S UNIT 103 Renton, WA 98055 3123059135 Current Resident 17930 Talbot Rd S Renton, WA 98055 7616800260 7616800260 Current Resident HOUCHINS DALE R+BARBARA L 17803 98th Ave S 17803 98TH S Renton, WA 98055 RENTON, WA 98055 7616800150 7616800150 Current Resident RAMOS GEORGE 1781197th Ave S 1781197TH 50 Renton, WA 98055 RENTON, WA 98055 7616800280 7616800280 PINERA VIRGINIA+NELMAR Current Resident 17818 97TH AVE S 17818 97th Ave S RENTON, WA 98055 Renton, WA 98055 7616800210 7616800210 Current Resident INMAN JEREMY R+ADAMS JULIE 17820 Talbot Rd S 17828 97TH AVE S Renton, WA 98055 RENTON, WA 98055 7616800200 7616800190 Current Resident Current Resident 17832 97th Ave 5 17833 97th Ave 5 Renton, WA 98055 Renton, WA 98055 3123059134 3123059134 Current Resident Current Resident 17900 Talbot Rd S UNIT 101 17900 Talbot Rd 5 UNIT 102 Renton, WA 98055 Renton, WA 98055 3123059152 3123059103 Current Resident Current Resident 17906 Talbot Rd 5 17910 Talbot Rd 5 Renton, WA 98055 Renton, WA 98055 3123059103 3123059103 Current Resident Current Resident 17910 Talbot Rd S UNIT 101 17910 Talbot Rd S UNIT 102 Renton, WA 98055 Renton, WA 98055 3123059025 3123059135 Current Resident VALLEY MEDICAL ASSOCIATES 1 17916 Talbot Rd S 17930 TALBOT RD S Renton, WA 98055 RENTON, WA 98055 7616800050 3123059032 1700 INVESTORS LLC STOKKA JOHN 1855 OLYMPIC BLVD #300 C/O KE ANDREWS & CO WALNUT CREEK, CA 94596 1900 DALROCK RD ROWLETT, TX 75088 3023059082 3123059111 3123059040 LUCKYVIEW LLC VALLEY MEDICAL DENTAL LLC VALLEY MEDICAL DENTAL LLC C/O DYNASTY REALTY INC 2100 124TH AVE NE STE #100 2100 124TH AVE NE STE #100 19532 SE 51ST ST BELLEVUE, WA 98005 BELLEVUE, WA 98005 ISSAQUAH, WA 98027 7616800190 3123059092 7616800330 SHISH HUGH+KATHY SCRIPPS RENTON REALTY LLC LASTIMOSA ROLAND+VICTORIA 21433 SE 33RD PL 221 1ST AVE W #405 2345 ALA WAI BLVD #2505 SAMMAMISH, WA 98074 SEATTLE, WA 98119 HONOLULU, HI 96815 7616800100 3123059011 3123059152 CHINN DEAN MARK JAG ROUTOS LLC JOHN C RADOVICH DEV CO 2414 TALBOT CREST DR S 25402 212TH PL SE 2835 82ND AV SE #S-1 RENTON, WA 98055 MAPLE VALLEY, WA 98038 MERCER ISLAND, WA 98040 3123059102 3023059111 3023059111 Current Resident VALLEY VIEW PROFESSIONAL Current Resident 305 S 43rd St LOT 350 S 38TH CT #210 350 5 38th Ct UNIT 100 Renton, WA 98055 RENTON, WA 98055 Renton, WA 98055 3023059111 3023059111 3023059111 Current Resident Current Resident Current Resident 350 S 38th Ct UNIT 110 350 S 38th Ct UNIT 115 350 S 38th Ct UNIT 210 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3023059111 5070000020 5070000150 Current Resident Current Resident OEUN NARA 350 S 38th Ct UNIT 215 3615 Shattuck Ave S 3620 SHATTUCK AVE S Renton, WA 98055 Renton, WA 98055 RENTON, WA 98055 5070400010 5070000010 3023059118 AGOG SILVER D+GRACE T Current Resident Current Resident 3621 SHATTUCK AVE S 3621 Shattuck Ave S 3650 East Valley Rd RENTON, WA 98055 Renton, WA 98055 Renton, WA 98057 3023059117 8558600145 8558600130 Current Resident MUHINJA ANTHONY+ESTHER NDUN Current Resident 3700 East Valley Rd 3709 MORRIS AVE S 3710 Talbot Rd S Renton, WA 98057 RENTON, WA 98055 Renton, WA 98055 8558600150 3023059054 3023059054 TRUE JAMES F Current Resident Current Resident 3715 MORRIS AVE 5 3721 Talbot Rd S 3721 Talbot Rd S UNIT 3 RENTON, WA 98055 Renton, WA 98055 Renton, WA 98055 8558600175 8558600175 3023059082 Current Resident MEJIAJORGE+VICTORIA+KRAUSE Current Resident 3722 Morris Ave S 3722 MORRIS AVE S 3750 East Valley Rd Renton, WA 98055 RENTON, WA 98055 Renton, WA 98057 3023059109 3023059092 3023059092 FRARY LIVING TRUST CHURCH PENNY R Current Resident FRARY LYNN R+PATRICIA A TTEE 3820 E VALLEY RD 3820 East Valley Rd 3764 SW 171ST ST RENTON, WA 98057 Renton, WA 98057 BURIEN, WA 98166 3123059092 3123059092 3123059092 Current Resident Current Resident Current Resident 3900 East Valley Rd 3900 East Valley Rd Suite 100 3900 East Valley Rd Suite 105 Renton, WA 98057 Renton, WA 98057 Renton, WA 98057 3123059092 3123059092 3123059092 Current Resident Current Resident Current Resident 3900 East Valley Rd Suite 200 3900 East Valley Rd Suite 202 3900 East Valley Rd Suite 203 Renton, WA 98057 Renton, WA 98057 Renton, WA 98057 3123059092 3123059065 3023059054 Current Resident Current Resident SEAFIRST BANK / REIS 3900 East Valley Rd Suite 204 3901 Talbot Rd S LOT C/O HARDING & CARBONE Renton, WA 98075 Renton, WA 98055 3903 BELLAIRE BLVD HOUSTON, TX 77025 8857670110 8857670110 8857670110 Current Resident Current Resident Current Resident 3915 Talbot Rd 5 3915 Talbot Rd 5 UNIT 100 3915 Talbot Rd S UNIT 101 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670110 8857670110 Current Resident Current Resident Current Resident 3915 Talbot Rd S UNIT 104 3915 Talbot Rd S UNIT 106 3915 Talbot Rd 5 UNIT 200 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670110 8857670110 PUBLIC HOS DISTR#1 KING CO Current Resident Current Resident 3915 Talbot Rd 5 UNIT 206 3915 Talbot Rd S UNIT 209 3915 Talbot Rd S UNIT 211 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670110 8857670110 Current Resident Current Resident Current Resident 3915 Talbot Rd S UNIT 216 3915 Talbot Rd S UNIT 300 3915 Talbot Rd S UNIT 305 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670110 8857670110 Current Resident Current Resident Current Resident 3915 Talbot Rd S UNIT 309A 3915 Talbot Rd S UNIT 310 3915 Talbot Rd 5 UNIT 316 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670110 8857670040 8857670050 Current Resident Current Resident Current Resident 3915 Talbot Rd S UNIT 401 3917 Talbot Rd S LOT 3921 Talbot Rd S LOT Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 5070000160 VICTOR B 400 5 37TH RENTON, WA 98055 3023059110 Current Resident 400 5 38th Ct UNIT A Renton, WA 98055 8857670060 Current Resident 400 S 43rd St UNIT A Renton, WA 98055 8857670060 Current Resident 400 S 43rd St UNIT D Renton, WA 98055 8857670060 Current Resident 400 S 43rd St UNIT G Renton, WA 98055 3123059103 PUBLIC HOSPITAL DISTRICT #1 DBA VALLEY MEDICAL CENTER 400 5 43RD STREET RENTON, WA 98058 3123059078 PUBLIC HOSP DIS #1 KING CO 401 S 43rd St Renton, WA 98055 3123059078 Current Resident 401 S 43rd St UNIT 120 Renton, WA 98055 3123059078 Current Resident 4015 43rd St UNIT 220 Renton, WA 98055 5070000160 Current Resident 400 5 37th St Renton, WA 98055 3023059110 Current Resident 400 S 38th Ct UNIT B Renton, WA 98055 8857670060 Current Resident 400 S 43rd St UNIT B Renton, WA 98055 8857670060 Current Resident 400 5 43rd 5t UNIT E Renton, WA 98055 8857670060 Current Resident 400 S 43rd St UNIT H Renton, WA 98055 3123059032 Current Resident 4000 East Valley Rd Renton, WA 98057 3123059078 Current Resident 401 S 43rd St UNIT 100 Renton, WA 98055 3123059078 Current Resident 401 S 43rd St UNIT 140 Renton, WA 98055 3123059078 Current Resident 401 S 43rd St UNIT 250 Renton, WA 98055 3023059110 Current Resident 400 5 38th Ct Renton, WA 98055 8857670060 Current Resident 400 S 43rd St Renton, WA 98055 8857670060 Current Resident 400 S 43rd St UNIT C Renton, WA 98055 8857670060 Current Resident 400 5 43rd St UNIT F Renton, WA 98055 8857670060 Current Resident 400 S 43rd St UNIT J Renton, WA 98055 8857670100 Current Resident 4009 Talbot Rd 5 Renton, WA 98055 3123059078 Current Resident 4015 43rd St UNIT 110 Renton, WA 98055 3123059078 Current Resident 4015 43rd St UNIT 200 Renton, WA 98055 8857670090 Current Resident 4011 Talbot Rd S Renton, WA 98055 8857670090 8857670090 8857670090 Current Resident Current Resident Current Resident 4011 Talbot Rd S Suite 210 4011 Talbot Rd S Suite 220 4011 Talbot Rd S Suite 300 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670090 8857670090 8857670090 Current Resident Current Resident Current Resident 4011 Talbot Rd S Suite 420 4011 Talbot Rd S Suite 430 4011 Talbot Rd S Suite 440 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670090 8857670090 8857670090 Current Resident Current Resident Current Resident 4011 Talbot Rd 5 Suite 450 4011 Talbot Rd S Suite 460 4011 Talbot Rd S Suite 470 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670090 8857670070 8857670070 Current Resident Current Resident Current Resident 4011 Talbot Rd S Suite 500 4033 Talbot Rd S 4033 Talbot Rd S Suite 200 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd S Suite 220 4033 Talbot Rd S Suite 230 4033 Talbot Rd S Suite 260 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd 5 Suite 270 4033 Talbot Rd S Suite 300 4033 Talbot Rd S Suite 310 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd S Suite 320 4033 Talbot Rd 5 Suite 350 4033 Talbot Rd S Suite 360 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd S Suite 430 4033 Talbot Rd S Suite 440 4033 Talbot Rd S Suite 450 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident Current Resident Current Resident 4033 Talbot Rd S Suite 470 4033 Talbot Rd 5 Suite 500 4033 Talbot Rd S Suite 520 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 8857670070 8857670070 Current Resident AHP OF WASHINGTON INC Current Resident 4033 Talbot Rd S Suite 530 4033 Talbot Rd S Suite 540 4033 Talbot Rd S Suite 560 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8857670070 5070000170 3123059025 Current Resident THOMAN STEPHANIE ZZZ L L C 4033 Talbot Rd 5 Suite 570 404 S 37TH ST 4057 WILLIAMS AVE N Renton, WA 98055 RENTON, WA 98055 RENTON, WA 98056 5070000180 3123059011 3123059011 REMY JOHN J Current Resident Current Resident 408 S 37TH ST 4096 East Valley Rd 4100 East Valley Rd RENTON, WA 98055 Renton, WA 98057 Renton, WA 98057 3023059052 5070000020 3123059011 ACIERTO DOMINGO C+NATIVIDAD FAIRCHILD H C Current Resident 412 S 37TH ST 4208 FRUITVALE AVE 4224 East Valley Rd RENTON, WA 98055 OAKLAND, CA 94602 Renton, WA 98057 3123059040 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd S 4300 Talbot Rd S Suite 100 4300 Talbot Rd S Suite 101 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd S Suite 102 4300 Talbot Rd 5 Suite 103 4300 Talbot Rd S Suite 104 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd 5 Suite 105 4300 Talbot Rd S Suite 106 4300 Talbot Rd S Suite 200 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd S Suite 201 4300 Talbot Rd S Suite 301 4300 Talbot Rd S Suite 303 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd S Suite 304 4300 Talbot Rd S Suite 305 4300 Talbot Rd S Suite 310 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd S Suite 311 4300 Talbot Rd S Suite 312 4300 Talbot Rd S Suite 313 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059111 3123059111 3123059111 Current Resident Current Resident Current Resident 4300 Talbot Rd S Suite 314 4300 Talbot Rd 5 Suite 315 4300 Talbot Rd S Suite 403 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059044 3123059044 3123059044 Current Resident Current Resident Current Resident 4361 Talbot Rd S 4361 Talbot Rd S UNIT 100 4361 Talbot Rd S UNIT 101 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059044 3123059044 3123059044 Current Resident Current Resident Current Resident 4361 Talbot Rd S UNIT 102 4361 Talbot Rd S UNIT 103 4361 Talbot Rd S UNIT 104 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059044 6391804010 8558600135 Current Resident Current Resident SCHATZ ANDREW 4361 Talbot Rd S UNIT 112 4450 Davis Ave S 500 S 38TH CT Renton, WA 98055 Renton, WA 98055 RENTON, WA 98055 8558600185 8558600190 8558600195 BATES VERLA M STRAND DALLAS+KATHLEEN R HILL REBECCA 501 S 38TH CT 507 S 38TH CT 515 S 38TH ST RENTON, WA 98055 RENTON, WA 98055 RENTON, WA 98055 8558600155 8558600200 3123059134 Current Resident HELDELE DANIEL+OLALIA KIMBE NEW RVA79 LLC 516 S 38th Ct 521 S 38TH CT 5626 E MERCER WAY Renton, WA 98055 RENTON, WA 98055 MERCER ISLAND, WA 98040 7616800290 7616800080 8558600180 PUGET SOUND COOPERATIVE PUGET SOUND COOPERATIVE LIN MEI -CHUAN 600108TH AVE NE #1035 CREDIT UNION WEI TSAO-CHENG BELLEVUE, WA 98004 600 108TH AVE NE #1035 600 S 38TH CT BELLEVUE, WA 98004 RENTON, WA 98055 8558600205 3123059006 3123059006 Current Resident Current Resident Current Resident 601 S 38th Ct 601 S Carr Rd 601 S Carr Rd UNIT 100 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059006 3123059006 3123059006 Current Resident Current Resident Current Resident 601 S Carr Rd UNIT 300 6015 Carr Rd UNIT 330 601 S Carr Rd UNIT 340 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059006 3123059006 3123059006 Current Resident Current Resident Current Resident 601 S Carr Rd UNIT 350 601 S Carr Rd UNIT 360 601 S Carr Rd UNIT 400 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 3123059006 3123459006 3123059006 Current Resident Current Resident Current Resident 601 S Carr Rd UNIT 410 601 S Carr Rd UNIT 420 601 S Carr Rd UNIT 4208 Renton, WA 98055 Renton, WA 98055 Renton, WA 98055 8558600210 8558604155 7616800030 SUTTON MAX D CHEUNG ALEX YAUJIN R213 INVESTMENTS LLC 609 S 38TH CT 6947 COAL CREEK PKWY SE #747 7979 S 180TH ST RENTON, WA 98055 NEWCASTLE, WA 98059 KENT, WA 98032 7616800180 7616800040 8558600185 R2R INVESTMENTS LLC R2R INVESTMENTS LLC BATES VERLA M 7979 S 180TH ST 7979 S 180TH ST 9603 S 175TH ST KENT, WA 98032 KENT, WA 98032 RENTON, WA 98055 7616800300 BROCK JEFFREY M+KIMBERLY S 9612 5 177TH 5T RENTON, WA 98055 7616800130 MARLOTTY DONALD E 9622 S 178TH RENTON, WA 98055 7616800320 SAETEURN SAENG+LAI 9630 S 177TH ST RENTON, WA 98055 7616800090 ANDEBRHAN BEYENE+WAINNIE AS 9613 S 177TH ST RENTON, WA 98055 7616800130 Current Resident 9622 S 178th St Renton, WA 98055 7616800120 SANCHEZ AGUSTIN 9630 S 178TH ST RENTON, WA 98055 8558600205 3123059044 HEITZ JOANNE C PUBLIC HOSPITAL DIST#1 9807 S 175TH ST VALLEY MEDICAL CENTER/ATTN FINANCE RENTON, WA 98055 PO BOX 50010 VALLEY MED ATTN FINANCE RENTON, WA 98058 3123059044 3023059034 PUBLIC HOSPITAL DIST #1 PUBLIC HOSPITAL DIST #1 VALLEY MEDICAL CENTER/ATTN FINANCE VALLEY MEDICAL CENTER/ATTN FINANCE PO BOX 50012 PO BOX 50013 RENTON, WA 98058 RENTON, WA 98058 7616800310 Current Resident 9622 S 177th St Renton, WA 98055 7616800100 Current Resident 9625 S 177th St Renton, WA 98055 7616800330 Current Resident 9720 5177th St Renton, WA 98055 6391800010 PUBLIC HOSPITAL DIST #1 VALLEY MEDICAL CENTER/ATTN FINANCE PO BOX 50011 RENTON, WA 98058 3123059085 PUBLIC HOSPITAL DISTRICT #1 VALLEY MEDICAL CENTER/ATTN FINANCE PO BOX 50015 RENTON, WA 98058 3123059065 7616800310 8857670100 PUBLIC HOSPITAL DISTRICT #1 JONES-POWELL RUBY L PUBL HOSP DISTR#1 KING CO VALLEY MEDICAL CENTER/ATTN FINANCE P 0 BOX 1883 VALLEY MED ATTN FINANCE PO BOX 50016 RENTON, WA 98055 P 0 BOX 50010 RENTON, WA 98058 RENTON, WA 98058 8857670110 3123059078 8857670050 PUBLIC HOS DISTR#1 ICING CO PUBLIC HOSP DIS #1 KING CO PUBLIC HOSP DIS#1 KING CO VALLEY MED ATTN FINANCE VALLEY MED CENTR ATT FINAN VALLEY MED ATTN FINANCE P O BOX 50010 P O BOX 50010 P O BOX 50010 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 8857670060 8857670020 8857670030 PUBLIC HOSP DIST#1 KING CO PUBLIC HOSP DIST#1 KING CO PUBLIC HOSP DISTR#1 KING CO VALLEY MED ATTEN FINANCE VALLEY MED ATTN FINANCE VALLEY MED ATTN FINANCE P O BOX 50010 P O BOX 50010 P O BOX 50010 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 8857670040 8857670010 8857670080 PUBLIC HOSP DISTR#1 KING CO PUBLIC HOSP DISTR#1 KING CO PUBLIC HOSP DISTR#1 KING CO VALLEY MED ATTN FINANCE VALLEY MED ATTN FINANCE VALLEY MED ATTN FINANCE P O BOX 50010 P O BOX 50010 P O BOX 50010 RENTON, WA 98058 RENTON, WA 98058 RENTON, WA 98058 8857670070 AHP OF WASHINGTON C/O PROPERTY MGMNT NW PO BOX 3579 REDMOND, WA 98073 8857670090 PROPERTY MGMT NW TALBOT BLDG PO BOX 3579 REDMOND, WA 98053 3123059044 PUBLIC HOSPITAL DIST #1 VALLEY MEDICAL CENTER/ATTN FINANCE PO BOX 50010 RENTON, WA 98058 CITY OF ______W��Kcnton a4 �8.. NOTICE OF PUBLIC HEARING DATE OF NOTICE OF APPLICATION: March 17, 2017 LAND USE NUMBER: LUA16-000938, ECF, BSP, 5A -H, MOD, V -H PROJECT NAME/NUMBER: VMC Medical Office Building & North Garage Expansion Noise Variance PROJECT DESCRIPTION: Valley Medical Center (VMC) is requesting a variance from RMC 8-7-2, Noise Regulations, Maximum Environmental Noise Levels, to allow construction work on five (5) to seven (7) consecutive or non-consecutive nights in the months of April and May 2017. Work is proposed within the VMC campus at 4009 Talbot Road South, specifically in and around the VMC North Access Road at 5 177tfi Street, between the existing Valley Professional Center North (VPCN) Building and the existing Talbot Medical Office Building. Time of construction would be from 7:00 PM to 7:00 AM. Proposed night work consists of installation of approximately 241 linear feet of sanitary sewer main, one sanitary sewer manhole, approximately 48 linear feet of stone drain, one storm drain manhole, and a temporary bypass road. The proposed site work is part of the Valley Medical Center Office Building and North Garage Expansion project. The project proposes a 160,000 SF medical office building and a 1,136 stall parking garage expansion. PROJECT LOCATION: 400 S 43rd St, Renton, WA 98055 (Main Hospital Campus) PERMIT APPLICATION DATE: December 12, 2016 NOTICE OF COMPLETE APPLICATION: March 17, 2017 APPLICANT/PROJECT CONTACT PERSON: Melanie Gutierrez, NBBJ / 223 Yale Ave N /Seattle, WA 98109/ (206) 515-4690/ mgutierrez@NBBJ.com PERMITS/REVIEW REQUESTED: Noise Variance LOCATION WHERE APPLICATION MAY BE REVIEWED: Department of Community & Economic Development (CED) — Planning Division, a Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 PUBLIC HEARING: Public hearing is scheduled for March 28, 2017 before the Renton Hearing Examiner in Renton Council Chambers at 11:00 AM on the 7th floor of Renton City Hall located at 1055 South Grady Way. Comments on the above application must be submitted in writing to Clark H. Close, Senior Planner, CED -Planning Division, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on March 27, 2017. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-7289. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Clark H. Close, Senior Planner; Tel: (425) 430-7289; Email: cclose@rentonwa. PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED— Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: VMC Medical Office Building & North Garage Expansion/LUA16-000938, ECF, BSP, SA -H, MOD, V -H NAME: MAILING ADDRESS: TELEPHONE NO.: CITY/STATE/ZIP: Department of Community and CITY OF Economic Develo,_ , ..ent'00'ge Y'� t Y1 l i ..�l l NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON, WASHINGTON A public hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of the Renton City Hall, 1055 South Grady Way, Renton, Washington, on March 28, 2017 at 11:00 am to consider the following petitions: VMC Medical Office Building & North Garage Expansion LUA16-000938 Valley Medical Center (VMC) is requesting a variance from RMC 8-7-2, Noise Regulations, Maximum Environmental Noise Levels, to allow construction work on five (5) to seven (7) consecutive or non-consecutive nights in the months of April and May 2017. Work is proposed within the VMC campus at 4009 Talbot Road South, specifically in and around the VMC North Access Road at S 177th Street, between the existing Valley Professional Center North (VPCN) Building and the existing Talbot Medical Office Building. Time of construction would be from 7:00 PM to 7:00 AM. Proposed night work consists of installation of approximately 241 linear feet of sanitary sewer main, one sanitary sewer manhole, approximately 48 linear feet of storm drain, one storm drain manhole, and a temporary bypass road. The proposed site work is part of the Valley Medical Center Office Building and North Garage Expansion project. The project proposes a 160,000 SF medical office building and a 1,136 stall parking garage expansion. Legal descriptions of the files noted above are on file in the City Clerk's Office, Seventh Floor, City Hall, Renton. All interested persons are invited to be present at the Public Hearing to express their opinions. Questions should be directed to the Hearing Examiner at 425-430-6515. Publication Date: March 17, 2017 DEPARTMENT OF COMMUNI I rCITY OF AND ECONOMIC DEVELOPMENT 1enton O ENVIRONMENTAL REVIEW COMMITTEE REPORT FRC MEETING DATE: January 30, 2017 Project Nome: VMC Medical Office Building & North Garage Expansion Project !Number: LUA16-000938, ECF, BSP, SA -H, MOD Project Manager: Clark H. Close, Senior Planner Owner: UW/Valley Medical Center, 400 S 43rd St, Renton, WA 98055 Applicant: Melanie Gutierrez/Bill Gragg, N8BJ, 223 Yale Ave N, Seattle, WA 98109 contact: Daniel Pedersen, VMC, 400 5 43rd St, Renton, WA 95055 Project Location: 400 S 43rd St, Renton, WA 98055 Project Summary: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 S 43rd St. The medical office building includes an underground tunnel connection to the main hospital and a pedestrian bridge to the garage; the garage expansion includes a staff vehicular access ramp to the upper floors from Talbot Rd S. The hospital site is approximately 5.7 acres (247,967 sf) and includes several existing lots and one tract. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone and includes three Type F streams (Panther Creels, Streams B and Stream C), high erosion hazards, moderate landslide hazards, regulated slopes, and a large Category II wetland at the northwest corner of the site (Wetland A). The proposal includes an underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building. Site Area: 247,967 SF (5.7 acres) Proposed New Bldg. Areas (gross): 160,000 GSF Medical Office Building and 381,300 GSF Garage Expansion STAFF Staff Recommends that the Environmental Review Committee issue a Determination RECOMMENDATION: of Nonsignificance - Mitigated (DNS -M). Project Location Map • City of Renton Deportment of Community & Economic Development VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION Report of January 30, 2017 Environmental Review Committee Report LUA16-000938, ECF, BSP, SA -H, MOD Page 2of12 PART ONE: PROJECT DESCRIPTION / BACKGROUND 9 The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 381,300 square foot, 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center (VMC) located at 400 S 43rd St (King County Assessor's Parcel Nos. 885767-0040, -0050, -0100, -0110, 3123059085, and 3123059065, "Subject Property"). VMC is a 303 -bed, fully accredited acute care hospital serving South King County. VMC is the oldest and largest public district hospital in the State of Washington and is affiliated with University of Washington Medicine. The Medical Center provides a wide variety of inpatient and outpatient services including emergency and urgent care services. In addition to the main medical center campus, VMC utilizes several medical office buildings in the vicinity of the medical center. The subject property is located at the NW intersection of S 43rd St and Talbot Rd S and the project site is located within the NE % of Sections 31, Township 23 North, Range 05 East, W.M. King County, Washington, within the Commercial Office (CO) zone (Exhibits 2 and 3). The designated building sites contain both paved and gravel surface parking. The north garage expansion project would expand the existing parking garage at the north end of the campus. The new garage would add 905 net new parking spaces and would be located directly east of the existing garage. The additional parking would accommodate projected growth in parking demand at the VMC campus as a result of ambient growth in hospital and outpatient activity (Exhibit I8). The new parking garage measures approximately 186.5 feet wide by 313 feet long (Exhibit 4). The garage expansion includes a staff vehicular access ramp from to the upper two floors (levels 8 and 9) of the garage directly to Talbot Rd S. The proposed Medical Office Building (MOB) would be located approximately 85 feet east of the existing Talbot Professional Building, towards the north end of campus. The MOB measures approximately 154 feet wide by 218 feet wide (Exhibit 5). The two new structures would be linked via a pedestrian bridge, and the MOB would be connected to the main hospital building via an underground tunnel connection. The two new buildings are intended to be integrated into the overall VMC campus. Table 1. Neighborhood Characteristics: Location Parcel Number(s) Addresses)/Name(s) Land Use(s) Zoning Site 885767-0040, - 400 5 43rd St Commercial & Mixed Use Commercial Office 0050, -0100, -0110, 312305908S,and 3123059065 North 3023059026 and None, 350 S 38th Ct Residential Low Density and Residential —1 and 3023059111 Unit 100 Commercial Mixed Use Commercial Office South S 43rd St, 4450 Davis Ave S, 305 S Commercial & Mixed Use Commercial Arterial 6391800010, 43rd St LOT, and 401 S 3123059102, and 43rd St Unit 110 3123059078 West SR 167 N/A WSDOT ROW WSDOT ROW East 3123059135, 17930 Talbot Rd S, Commercial & Mixed Use, Commercial Arterial, 3123059025, 17916 Talbot Rd S, Residential Medium Density Residential - 8 3123059134, 17900 Talbot Rd S, 7616800010, 17820 Talbot Rd S, 7616800030, 17800 Talbot Rd, 7616800050, 17722 Talbot Rd S, 7616800070, 17710 Talbot Rd S, 7616800080, Parking (for 0290), 7616800290, 17620 Talbot Rd 5, ERC Report City of Renton Deportment of Community & Omir Deveiopment lironmentol Review Committee Report VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 page 3 of 12 The entire VMC campus parcels contain 888 patient/visitor parking stalls, 1,531 employee stalls, and 112 physician stalls for a total of 2,531 parking stalls. Parking for employees and visitors is provided in two parking structures as well as several surface lots. The site includes perimeter and island landscaping throughout. The site also includes concrete sidewalks along the public street frontage of Talbot Rd S and 5 43rd St. The terrain is rolling throughout with the steepest slopes abutting Panther Creek (approximately 50%). There are no less than seven (7) access points from the public streets bordering the parcels to Valley Medical Center. Access to the new MOB and North Parking Garage would primarily come from either the Talbot Rd S/VMC North Access Road -177th St or the Talbot Rd S/Employee Access Rd just south of the Human Resources Building. The proposed project is anticipated to include a traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection. The project development would utilize and extend utilities as part of the civil construction permits. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.210.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based an 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. Project construction shall be required to comply with the recommendations found in the Geotechnical Studies completed by GeoEngineers Inc. for the Medical Office Building (dated September 16, 2016) and the Geotechnical Study for the Parking Garage Expansion (dated August 2, 2016) or updated reports submitted at a later date. 2. The applicant shall voluntarily conduct additional traffic analysis and submit an updated Traffic Impact Analysis (TIA) for the Medical Office Building (originally prepared by Walker Parking Consultants—dated October 17, 2016). The updated TIA shall address staff comments sent to the applicant on January 10, 2017. The findings and recommendations of the updated TIA may be subject to an independent third party review and/or study and shall comply with any additional recommendations of a secondary TIA. The updated report and the potential secondary analysis of traffic impacts shall be subject to approval by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to construction permit issuance. 3. Project construction shall be required to construct a traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection to ensure the safe and efficient function of the intersection. The traffic signal and roadway improvements shall be reviewed and approved by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to building permit issuance of the Medical Office Building or any additional traffic being diverted to or from this intersection. The Medical Office Building shall not receive certificate of occupancy until the new traffic signal is fully tested and operational. 4. Access to the North Parking Garage Expansion, via the entrance ramp that extends off the east elevations of parking garage, shall be developed for emergency access only along with a gate that prevents general vehicular access from Talbot Rd S. The gate and ramp location and access shall be subject to review and approval by the City of Renton Plan Review Project Manager, the City of Renton Public Works Transportation Division and the Renton Regional Fire Authority. The emergency access gate may be expanded to a hospital staff key card regulated reader access gate upon the installation of ERC Report 3123059026, and 17600 Talbot Rd S, and 8558600185 501 5 38th Ct The entire VMC campus parcels contain 888 patient/visitor parking stalls, 1,531 employee stalls, and 112 physician stalls for a total of 2,531 parking stalls. Parking for employees and visitors is provided in two parking structures as well as several surface lots. The site includes perimeter and island landscaping throughout. The site also includes concrete sidewalks along the public street frontage of Talbot Rd S and 5 43rd St. The terrain is rolling throughout with the steepest slopes abutting Panther Creek (approximately 50%). There are no less than seven (7) access points from the public streets bordering the parcels to Valley Medical Center. Access to the new MOB and North Parking Garage would primarily come from either the Talbot Rd S/VMC North Access Road -177th St or the Talbot Rd S/Employee Access Rd just south of the Human Resources Building. The proposed project is anticipated to include a traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection. The project development would utilize and extend utilities as part of the civil construction permits. PART TWO: ENVIRONMENTAL REVIEW In compliance with RCW 43.210.240, the following environmental (SEPA) review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. A. Environmental Threshold Recommendation Based an 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. Project construction shall be required to comply with the recommendations found in the Geotechnical Studies completed by GeoEngineers Inc. for the Medical Office Building (dated September 16, 2016) and the Geotechnical Study for the Parking Garage Expansion (dated August 2, 2016) or updated reports submitted at a later date. 2. The applicant shall voluntarily conduct additional traffic analysis and submit an updated Traffic Impact Analysis (TIA) for the Medical Office Building (originally prepared by Walker Parking Consultants—dated October 17, 2016). The updated TIA shall address staff comments sent to the applicant on January 10, 2017. The findings and recommendations of the updated TIA may be subject to an independent third party review and/or study and shall comply with any additional recommendations of a secondary TIA. The updated report and the potential secondary analysis of traffic impacts shall be subject to approval by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to construction permit issuance. 3. Project construction shall be required to construct a traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection to ensure the safe and efficient function of the intersection. The traffic signal and roadway improvements shall be reviewed and approved by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to building permit issuance of the Medical Office Building or any additional traffic being diverted to or from this intersection. The Medical Office Building shall not receive certificate of occupancy until the new traffic signal is fully tested and operational. 4. Access to the North Parking Garage Expansion, via the entrance ramp that extends off the east elevations of parking garage, shall be developed for emergency access only along with a gate that prevents general vehicular access from Talbot Rd S. The gate and ramp location and access shall be subject to review and approval by the City of Renton Plan Review Project Manager, the City of Renton Public Works Transportation Division and the Renton Regional Fire Authority. The emergency access gate may be expanded to a hospital staff key card regulated reader access gate upon the installation of ERC Report 9 City of Renton Deportment of Community & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 4 of 12 an operational traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection. C. Exhibits Exhibit 1 ERC Report Exhibit 2 Neighborhood Detail Map Exhibit 3 First Amendment to VMC Binding Site Plan Exhibit 4 Site Plan - North Garage Expansion Exhibit 5 Site Plan — Medical Office Building Exhibit 6 Tree Inventory Plan (TR -1) Exhibit 7 Tree Retention Worksheet (TR -2) Exhibit 8 Landscape Plans (L-1 and L-2) Exhibit 9 Garage Floor Plan (A1.03N and A1.03S) Exhibit 10 MOB Floor Plan (A1,00 - A1.06) Exhibit 11 Architectural Elevations (A3.01, A3.02 and A3.01) Exhibit 12 Geotechnical Engineering Study for Parking Garage prepared by GeoEngineers Inc. (dated August 2, 2016) Exhibit 13 Geotechnical Engineering Study for Medical Office Building prepared by GeoEngineers Inc. (dated September 16, 2016) Exhibit 14 Preliminary Technical Information Report for Parking Garage Addition prepared by Barghausen Consulting Engineers, Inc. (dated September 9, 2016; revised date October 6, 2016) Exhibit 15 Preliminary Technical Information Report for Valley Medical Complex prepared by Barghausen Consulting Engineers, Inc. (dated October 25, 2016; revised date January 20, 2017) Exhibit 16 Biological Assessment/Critical Areas Study prepared by The Watershed Company (dated October 2016) Exhibit 17 Valley Medical Center—Medical Office Building --Traffic Impact Analysis prepared by Walker Parking Consultants (dated October 17, 2016) Exhibit 18 Valley Medical Center Parking Planning Study prepared by Walker Parking Consultants (dated October 17, 2016) Exhibit 19 Tree Protection Plan prepared by Washington Forestry Consultants, Inc. (dated September 20, 2016; revised date October 18, 2016) Exhibit 20 Construction Mitigation Description Exhibit 21 Advisory Notes to Applicant 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: The applicant submitted Geotechnical Engineering Studies for the parking garage and the MOB prepared by GeoEngineers, dated August 2, 2016 and September 16, 2016, respectively (Exhibits 12 and 13). The subsurface soils on the site consist primarily of glacial till deposits of the Vashon Drift. The glacial till encountered consists of silty sand or sandy silt with variable gravel content. A medium dense to very dense ERC Report City of Renton Department of Community & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 5 of 12 weathered zone nearer the surface transitions to the dense to very dense unweathered glacial till at depths ranging from 5 to 12 feet below the site grades. The parking garage site was evaluated by seven geotechnical borings (GEI-1 through GEI-7) and the MOB site by four borings (GEI-S through GEI-11). Glacial till extended approximately 22 to 24 feet below site grades in certain borings. The explorations consisted of fill, glacially consolidated soils and sandstone bedrock. Sandstone bedrock (Renton Formation) was encountered below the glacially consolidated soils in several borings and consists of very dense cemented silty sand with occasional coal deposits. Perched water was encountered at various depths in borings GEI-2, GEI-3, GEI-4, GEI-9, and GEI-10. The groundwater observed was confined to wet, loose to medium soils overlying dense to very dense soils with relatively high fines content. The perched groundwater was attributed to seasonal rainfall. Perched groundwater is expected to fluctuate as a result of season, precipitation, and other factors. Due to variable soil conditions being present at the anticipated foundation elevations, the geotechnical reports states that shallow foundation bearing on native or structural fill are anticipated for foundation support. The geotechnical reports also indicated that the soils that underlie the proposed building areas have a low risk of liquefying because of the density and gradation of the identified soils. Based on the subsurface information obtained from the borings, the geotechnical report for the garage recommended temporary or permanent cantilever soldier pile walls or soldier pile with tieback walls be used for excavation support where temporary slopes are not possible. Soil nail wails were not recommended due to the thickness and variability of the existing fill soils. The applicant proposes to fill, excavate and grade approximately 3.77 acres of the 33.07 acre hospital site. The estimated excavation volume for the project expansion is 62,000 cubic yards. The applicant would be subject to designing and installing temporary erosion and sedimentation control measures (TESL) in order to capture runoff water and sediment during construction. The 2016 geotechnical report included specific recommendations for: site preparation, seismic design, utility trenching and backfill, building foundations, slab -on -grade floors, below -grade walls, earthwork, pavement design, and infiltration. As such, staff recommends a mitigation measure that the applicant shall comply with the recommendations found in the Geotechnical Studies completed by GeoEngineers Inc. for the Medical Office Building (dated September 16, 2016) and the Geotechnical Study for the Parking Garage Expansion (dated August 2, 2016) or updated reports submitted at a later date. Mitigation Measures: a. Project construction shall be required to comply with the recommendations found in the Geotechnical Studies completed by GeoEngineers Inc. for the Medical Office Building (dated September 16, 2016) and the Geotechnical Study for the Parking Garage Expansion (dated August 2, 2016) or updated reports submitted at a later date. Nexus: State Environmental Policy Act (SEPA) Environmental Review, RMC 4-3-050 Critical Areas Regulations and RMC 4-4-060 Grading, Excavation and Mining Regulations. 2. Air Impacts: It is anticipated that some temporary adverse 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, resulting from grading and exhaust from construction vehicles. Dust control would be mitigated through the use of temporary erosion control measures and/or sprinkling of the site with water as needed (Exhibit 20). No further site specific mitigation for the identified impacts from typical vehicle and construction exhaust is required. Mitigation Measures: No further mitigation recommended. ERC Report 0 City of Renton Deportment of Community & Economic Development VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION Report of January 30, 2017 Nexus: N/A 3. Water a. Wetlands, Streams, Lakes 0 Environmental Review Committee Report LUA16-000938, ECF, SSP, SA -H, MOD Page 6 of 12 Impacts: A Biological Assessment/Critical Areas Study ("Study") was prepared by The Watershed Company (dated October 2016; Exhibit 16) and was submitted with the application materials. According to the Study, the northernmost portion of the project area is located within the standard buffer for Panther Creek. Panther Creek requires a 115 -foot standard buffer width. The applicant is proposed to reduce the standard buffer width through a combination of buffer averaging and buffer reduction with enhancement to accommodate the proposed expansion. Buffer reduction with enhancement is proposed in all areas where a reduction of the standard buffer to the minimum -allowed 90 feet is available. For those areas where it is necessary to reduce the standard buffer to less than 90 feet (up to the minimum allowed 75 feet), the applicant is proposing buffer averaging. Buffer averaging may be permitted such that the buffer is not reduced more than 25/0 of the standard buffer if it can be demonstrated that the proposed buffer is based on best available science among other criteria per RMC 4-3-0501.2.b. Additional stream buffer areas within the reduced buffers would be temporarily impacted by necessary grading activities. Proposed buffer modifications and temporary impacts are summarized in Table 1 below and the mitigation plan (Exhibit 16). Table 1. Wetland buffer modification and impact summary Type of Modification Area of Impact Mitigation Proposed Buffer Reduction 1,948 square feet 2:1 ratio of enhancement in degraded buffer Buffer Averaging 3,422 square feet 1:1 ratio of buffer addition with enhancement Temporary Buffer Impacts 6,271 square feet Restoration and enhancement of disturbed area Panther Creek is located at the bottom of the ravine, approximately 100-115 feet north of the project area, as identified in the Study. Panther Creek enters the VMC property via a culvert beneath Talbot Road S and flows in a generally western direction. Panther Creek is documented to contain coho and chum salmon and cutthroat trout. As a documented fish -bearing stream that is not considered a shoreline of the state. Panther Creek is classified as Type F stream, per RMC 4-3-050.G.2, and therefore requires a 115 -foot standard buffer width. The buffer was described in the Study as mostly forested with well-established bigleaf maple, black cottonwood, and western red cedar trees with an understory dominated by Himalayan blackberry, salmonberry, and English ivy. Diversity was considered to be very limited in the buffer, although the trees are large and provide significant shade to Panther Creels, helping maintain lower water temperatures and providing detritus and organic materials into the creek. Large trees also provide erosion control on the steep slopes. Because the project area is within a portion of the site that is already composed of an existing gravel parking lot, the proposed buffer reduction areas would likely have limited impacts. In addition, the grading activities (temporary buffer impacts) are proposed to extend into an area north of the proposed garage expansion that was once a concrete patio. The patio and the house were listed in the biological assessment as being removed in 2008-2009. Following removal of the patio, black cottonwood saplings and a dense Himalayan blackberry thicket colonized the area. Much of the proposed buffer addition area is similar in character to the majority of the Panther Creek buffer in the project vicinity. This area is generally forested with established bigleaf maple and western red cedar trees in the canopy, with an understory of osoberry and English ivy. A portion of the buffer addition area also includes an existing gravel parking lot that would be abandoned, and restored with a native plant community by the applicant. According to the Study, the project would completely avoid direct and indirect stream impacts and no in - water work or stormwater discharges are proposed in Panther Creek. However, the project would incur unavoidable stream buffer impacts. The Study states that direct buffer impacts would be temporary in nature and would be required to accommodate grading activities at the top of the steep slope to the north. FRC Report City of Renton Oepartment of Community & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 7 of 12 Permanent buffer impacts would also be avoided through the proposed buffer modification (reduction with enhancement and averaging). The buffer modification is necessitated, since the standard buffer protrudes into the existing gravel parking lot, where the garage expansion is proposed. The applicant is proposing that all buffer modification will be offset through enhancement of the existing standard buffer at a 2:1 ratio and buffer addition with enhancement at a 1:1 ratio. Pursuant to RMC 4-3-050.H.2, this project must demonstrate appropriate mitigation sequencing. The applicants are required to first avoid stream and buffer impacts, then minimize unavoidable impacts, and lastly provide compensatory mitigation for unavoidable impacts. In terms of avoidance, the applicant Bathers that the majority of site development is located outside of the 115 -foot stream buffer and the project would completely avoid all direct and indirect stream impacts. No construction activities or stormwater discharges are proposed in Panther Creek and following modification of the standard stream buffer, all direct stream buffer impacts would be temporary, as a result of the proposed grading activities. The Study provided a large list of minimization measures and techniques that were utilized during the design process in order to limit the extent of wetland and buffer modification necessary to fulfill the project purpose. For example, reducing the total size of the expansion to avoid buffer impacts beyond those allowed using buffer reduction with enhancement and buffer averaging or using a stormwater detention vault in place of an above ground detention pond. The applicant is proposing all mitigation actions to occur onsite and the temporarily impacted buffer would be restored and enhanced at the impact site. The buffer enhancement area is shown just west of the project area and composed of a Himalayan blackberry monoculture. The invasive species would be cleared, and the area would be replanted with a dense, native tree, shrub, and groundcover community. Similarly, the buffer addition area located just east of the project area includes both existing forest and existing gravel parking lot. The study indicates that even in its current condition, the forested buffer addition area provides greater buffer function than the buffer reduction area, which is a gravel parking lot. To farther improve buffer function, the understory is proposed to be removed and enhanced with additional native trees, shrubs, and groundcovers. Therefore, a substantial lift in buffer function is proposed to the buffer addition area by clearing the gravel, decompacted, and planted with a dense native, tree, shrub, and groundcover community. In addition, the Study is recommending a permanently split rail fence and signage around the affected buffer areas as protection. To ensure a net improvement in ecological function, buffer reduction through enhancement is proposed at a ratio of 2:1 and buffer addition with enhancement (buffer averaging) at the required ration of 1:1. The applicant's monitoring plan is proposed to take place twice annually for five years, including a spring maintenance inspection and a formal monitoring inspection to occur in the late summer or early fall. Reports for wetland mitigation projects are required to be submitted quarterly for the first year and thereafter annually for the next four (4) years following construction for a total of five (5) years minimum per RMC 4-3-050L.3. The applicant would be required to provide an updated maintenance and monitoring plan that complies with code. In summary, the proposed final restoration and monitoring program would provide a compensatory level of protection for the critical area impacts and would offset the disturbance associated with modification of the standard stream buffer, provided the monitoring provisions of RMC 4-3- 050 are met. The site also includes a large wetland "Wetland A" at the northwest corner of the site. According to the Study, this Category II wetland is a large riverine, slope, and depressional wetland and carries a standard buffer of 150 feet. Panther Creek flows westward through the wetland and then turns north, paralleling SR - 167. Surface seeps as well as Streams B and Stream C provide additional sources of hydrology along the south side of Wetland A. Streams B and Stream C enter the study area through culverts at the north end of the west parking lot. Stream C is a small tributary to Stream B and joins Stream B approximately 40 feet downstream of the culvert opening. Stream B flows north until joining with Wetland A, where a defined ERC Report City of Renton Department of Community & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 8 of 12 stream channel is no longer present. Stream B enters Wetland A approximately 100 feet south of where Panther Creek flows through the wetland. Streams B and C are hydrologically connected to Panther creek through Wetland A via sheetflow and inundated wetland areas, and there are no natural barriers to fish passage. These streams, therefore, have the potential to provide occasional fish habitat and are classified as Type F streams. Mitigation Measure(s): No further mitigation recommended. Nexus: State Environmental Policy Act (SEPA) Environmental Review and RMC 4-3-050 Critical Areas Regulations. b. Water runoff (including stormwater) Impacts: Barghausen Consulting Engineers, Inc. submitted a Preliminary Technical Information Report for the Parking Garage Addition (dated September 9, 2016; revised date October 6, 2016; Exhibit 14) and a separate Preliminary Technical Information Report for Valley Medical Complex (dated October 25, 2016; revised date January 20, 2017; Exhibit 15) with the application. The total area of new development includes 1.81 acres for the garage and 1.96 acres for the MOB. The project is part of a redevelopment of the site that removes and replaces some areas of impervious surface in addition to landscaped areas with new impervious surface. The combined impervious surface area upon completion would be 3.37 acres as discussed in the provided drainage reports. As described in the drainage report, the project is not located in a flood hazard area as the site is over 30 feet higher in elevation than Panther Creek lying northerly of the project site and the creek would not overtop the existing ravine to flood the project. No Low -Impact Development BMPs are feasible for this site as the soils are not capable of infiltrating, according to the TIR. The development would be subject to Full Drainage Review in accordance with the 2017 Renton Surface Water Design Manual (RSWDM). The project would provide a 35,000 cubic -foot retention underground detention vault sized for the area requiring Level 2 Flow Control, also known as Conservation Flow Control, with Enhanced Water Quality. Downstream of the detention vault would be located a modular wetland vault with General Use Level Designation for Basic, Enhanced, and Phosphorus Water Quality treatment capabilities through the Department of Ecology. The ultimate discharge location is into Panther Creek located northerly from the project site. As outlined in the drainage report, the project would have several levels of the parking garage not subject to stormwater run-on or runoff. Coalescing plate oil/water separators would be provided to treat any wash down water which may land on the different levels of the parking garage prior to discharge to the sanitary sewer. No oil controls would be required for the MOB site according to the TIR. Mitigation Measures: No further mitigation recommended. Nexus: N/A 4. Vegetation Impacts: A Tree Protection Pian prepared by Washington Forestry Consultants, Inc. (dated September 20, 2016; revised date October 18, 2016; Exhibit 19) was submitted with the land use application. The 33.07 acres campus was found to contain 471 significant trees. The predominant species, among the parking lots and buildings, included London plane (Platanus x acerifolia), Norway maple (Acerplotonoides), red maple (Acer rubra), and cherry (Prunus spp.) with a Diameter Standard Height (DBH) range of 5-28 inches. The trees range from good to very poor condition, but none are considered hazardous. According to the Tree Protection Plan, the critical area contains approximately 40 trees per acre but was not inventoried. The species include black cottonwood (Populus trichocorpa), red alder (Alnus rubra), bigleaf maple (Acermocrophyllum), and willow (5alixspp.). Tree condition ranges from dead to fair, and DBH ranges ERC Report City of Renton Department of Community & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 9 of 12 from 6 to 32 inches. The site also contains a total of 61 species of trees within the Puget Sound Energy Arboretum. In all, the VMC campus contains a total of 471 significant trees and the applicant is proposing to retain 239 trees (Exhibits 6 and 19). The applicant is required to retain 10 percent (10%) of the trees located onsite that are not located within the proposed rights-of-way or access easements. Of the 97 significant trees within the project area, the applicant is proposing to retain 7 trees to meet the 10% tree retention requirement (Exhibit 7). As a result, the applicant has demonstrated compliance with the Tree Retention requirements of the code. During construction, trees required to be retained (i.e., protected trees), would be required to comply with the tree protection measures during construction per RMC 4-4-130H.9. The eight central components of tree protection include defining and protecting the drip line, erecting and maintaining a temporary six -foot - high chain link construction fence with placards around the tree to be retained, protecting the tree from grade changes, keeping the area clear of impervious surface material, restricting grading within the drip line, providing three inches (3") of bark mulch within the required fencing, retaining a certified arborist to ensure trees are protected from development activities, and alternate protection/safeguards as necessary. Additional landscaping and irrigation will be incorporated into the project to work in conjunction with The Watershed Company Mitigation Plan (Exhibits 8 and 16). Mitigation Measures: No further mitigation recommended. Nexus: N/A S. Environmental Health a. Noise Impacts: Noise impacts would primarily result from the construction of the proposed road improvements and new structures. The construction noise would be regulated through the City's adopted noise level regulations per Chapter 8-7, RMC. The City's noise regulations limit haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. Permitted work hours in or near residential areas are restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m. for commercial and other nonresidential construction activities from 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. Noise impacts anticipated from the operation of the parking garage expansion and the addition of a new medical office building on the Valley Medical Center campus are anticipated to be impacts that would be commonly associated with the operations of the existing hospital. Mitigation Measures: No further mitigation recommended. Nexus: N/A 6. Aesthetics Impacts: The 5 -story 160,000 square foot medical office building and a 381,300 square foot, 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center measure approximately 78 feet and 74 feet above grade, respectively (Exhibits 9 and 10). In comparison to other structures approved onsite, the new buildings are generally similar in height and size to many of the other approved buildings. Most recently a 7 - story (111 -foot tall) 146,000 square foot Emergency Services Tower on the south side of campus was approved in 2007. The exterior of the parking garage is proposed to be consistent with the look and feel of the existing garage. Additionally, the southern facade would incorporate metal composite material wall panel to be contextual with the medical office building's exterior elevation. The colors and materials are proposed to be high quality and are anticipated to match the existing hospital buildings architecture. Mitigation Measures: No further mitigation recommended. ERC Report City of Renton Deportment of Community & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 10 of 12 Nexus: N/A 7. Transportation Impacts: Access to the site would continue to be provided internally from the multiple access points. The applicant submitted a Traffic Impact Analysis prepared by Walker Parking Consultants (dated October 17, 2016; Exhibit 17). The study analyzed traffic operations at five intersections (Davis Avenue (NS)/S 43rd St (EW); Talbot Rd S (NS)/VMC North Access Rd -177th St (EW); Talbot Rd S (NS)/VMC Central Driveway (EW); Talbot Rd S (NS)/VMC South Driveway (EW); and Talbot Rd S (NS)/S 43rd St (EW)). The recommended traffic improvements include signalization of the Talbot Rd S (NS)/VMC North Access Rd -177th St (EW) intersection. According to the transportation engineer, signalization of this intersection would improve level of service at the intersection to LOS B and could also have the ancillary benefit of providing gaps in traffic for vehicles turning out of the VMC central and south driveways onto Talbot Rd S, as well as from the medical office building driveways on the east side of Talbot Rd S. Staff agrees with the finding that traffic signal is warranted at the Talbot Rd S (NS)/VMC North Access Rd -177th St (EW) intersection. However, additional additions and clarifications are required in order to more fully address the City's concerns with traffic impacts resulting from this project and to meet City Traffic Impact Analysis guidelines. Therefore, staff recommends three (3) mitigation measures that the applicant shall comply with. They are as follows: a. The applicant shall voluntarily conduct additional traffic analysis and submit an updated Traffic Impact Analysis (TIA) for the Medical Office Building (originally prepared by Walker Parking Consultants — dated October 17, 2016). The updated TIA shall address staff comments sent to the applicant on January 10, 2017. The findings and recommendations of the updated TIA may be subject to an independent third party review and/or study and shall comply with any additional recommendations of a secondary TIA. The updated report and the potential secondary analysis of traffic impacts shall be subject to approval by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to construction permit issuance. b. Project construction shall be required to construct a traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection to ensure the safe and efficient function of the intersection. The traffic signal and roadway improvements shall be reviewed and approved by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to building permit issuance of the Medical Office Building or any additional traffic being diverted to or from this intersection. The Medical Office Building shall not receive certificate of occupancy until the new traffic signal is fully tested and operational. c. Access to the North Parking Garage Expansion, via the entrance ramp that extends off the east elevations of parking garage, shall be developed for emergency access only along with a gate that prevents general vehicular access from Talbot Rd S. The gate and ramp location and access shall be subject to review and approval by the City of Renton Plan Review Project Manager, the City of Renton Public Works Transportation Division and the Renton Regional Fire Authority. The emergency access gate may be expanded to a hospital staff key card regulated reader access gate upon the installation of an operational traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection. The site -generated traffic volumes were calculated using data from the industry standard Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition, (2009). Based on the calculations provided, the proposed MOB project is forecast to generate approximately 359 AM peak hour trips, 641, Mid -Day peak hour trips, 536 PM peak hour trips and 5,420 daily trips. Transportation concurrency findings will be provided in the Administrative Site Plan Review report based upon the test of the citywide transportation plan, consideration of growth levels included in the LOS -tested FRC Report City of Renton Department of Community & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 11 of 12 transportation plan, and payment of transportation mitigation fees. Note that the project is anticipated to pass the City of Renton Traffic Concurrency Test and increased traffic created by the development would be mitigated through the payment of applicable transportation impact fees for medical office building (per square foot). Mitigation Measures: The applicant shall voluntarily conduct additional traffic analysis and submit an updated Traffic Impact Analysis (TIA) for the Medical Office Building (originally prepared by Walker Parking Consultants — dated October 17, 2016). The updated TIA shall address staff comments sent to the applicant on January 10, 2017. The findings and recommendations of the updated TIA may be subject to an independent third party review and/or study and shall comply with any additional recommendations of a secondary TIA. The updated report and the potential secondary analysis of traffic impacts shall be subject to approval by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to construction permit issuance. Project construction shall be required to construct a traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection to ensure the safe and efficient function of the intersection. The traffic signal and roadway improvements shall be reviewed and approved by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to building permit issuance of the Medical Office Building or any additional traffic being diverted to or from this intersection. The Medical Office Building shall not receive certificate of occupancy until the new traffic signal is fully tested and operational. c. Access to the North Parking Garage Expansion, via the entrance ramp that extends off the east elevations of parking garage, shall be developed for emergency access only along with a gate that prevents general vehicular access from Talbot Rd S. The gate and ramp location and access shall be subject to review and approval by the City of Renton Plan Review Project Manager, the City of Renton Public Works Transportation Division and the Renton Regional Fire Authority. The emergency access gate may be expanded to a hospital staff key card regulated reader access gate upon the installation of an operational traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection. Nexus: SEPA Environmental Regulations, RMC 4-8-120 Submittal Requirements — Specific to Application Type and RMC 4-6-060 Street Standards. 8. Fire & Police Impacts: Police and Fire Prevention staff indicated that sufficient resources exist to furnish services to the proposed development; subject to the condition that the applicant provides Code required improvements and fees. Mitigation Measures: No further mitigation 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 21). ✓ Copies of all Review Comments are contained in the Official File and maybe 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). ERC Report • City of Renton Department of Community & Economic Development Environmental Review Committee Report VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION LUA16-000938, ECF, BSP, SA -H, MOD Report of January 30, 2017 Page 12 of 12 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 February 17, 2017. 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. 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LL . \} � a..lid Geotechnical Engineering Services Valley Medical Center FY 2017 Proposed Parking Garage Renton, Washington Prepared for: Valley Medical Center 400 South 43rd Street Renton, Washington 98005 Attention: Becky Hard! Prepared by: GeoEngineers, Inc. 8410 154th Avenue NE Redmond, Washington 98052 425.861.6000 Daniel P. Ciani, PE enior Geotechnical Engineer Shaun D. Stauff r, PE, E AP Principal D7M: DPG: S DS: nld File No. 2202-024-00 August 2, 2016 1. % f .. Entire Document Available Upon Request Disclaimer: Any electronic form, facsimile or Lard copy of the original docLu Ent(email, text, table, and/or figure), ff;rrotided, and anyattacfirnerts are ont a cow of tha original document. The original document is stored by GeoEngineers, Inc. and gill serve as the official document of record. EXHIBIT 12 GWENGiNE Rs Geotechnical Engineering Services Valley Medical Center FY 2017 Proposed Medical Office Building Renton, Washington Prepared for: Valley Medical Center 400 South 43rd Street Renton, Washington 98005 Attention: Becky Hardi Prepared by: GeoEngineers, Inc. 8410 154th Avenue NE Redmond, Washington 98052 425.861.6000 Daniel P. Ciani, PE S for Geotechnical Engineer /Shaun D. Stauffer PE, L P Principal DTXDPUI)S:nld File No. 2202-024-00 September 16, 2016 WASi�G' •¢� ,�� 33230��, Qrs�� ell I [ Entire Document Available Upon Request f5€sctaimer: Any electranicfarm, facsimile or hard copy aftheoriginal document (email, text, table, and/ortigure), if provided, and anyattachmentsaw only a copy of the original document, l'lip original document is stored by GeoEngineers, Inc. and will serve as theofficial dacurnerit of record. EXHIBIT 13 GEQENGINEERS PRELIMINARY TECHNICAL INFORMATION REPORT ~ Y JACO s 1. Proposed Valley Medical Center Parking Garage Addition Valley Medical Center Complex Renton, Washington Prepared for: Valley Medical Center <;, �`',•: September 9, 2010 Revised October 0, 2010 5 Our Job No. 18092 q-& VA A r x ;y. Entire Document Available Upon Request '421r,i2NIDAVENUE 'SOUTH KCCTt ',4'ArrVYz2 (42 25',-t2 2 2:'5;x'31- -f'82. !: X 3RAN,-H t:-PFIC i ♦ ;J"1'a.-AtF i ,;%"A • LONG BEACH CA • POSEM' E, CFS • SAN i%i .( i. CA v°sziv.r;ary"a3use'i &:ifr EXHIBIT 14 TECHNICAL INFORMATION REPORT Proposed Valley Medical Center Medical Office Building Addition Malley Medical Center Complex Renton, Washington Prepared for: Valley (Medical Center October 25, 2010 Revised January 20, 2017 Our Job No. 18092 Entire Document Available Upon Request 18215 72NO AVENUE SOUTH KENT. s"jA 9M52 (4251 251-6222 (425) 251-u7a2 FAX ,s ANCH or'FICES + TU€l1 VA: TER,'�1A r I-ONG BEAC:Ff, CA + ROSEVI€-LEE, CA + 8AN DIEGO, CA 4 wvi harghausen.00m EXHIBIT 15 BIOLOGICAL ASSESSMENTICRITICAL AREAS STUDY Valley Medical Center — Renton, WA Prepared for: Daniel Pedersen, CHFM Construction Project Manager Valley Medical Center 400 South 43,d Street Renton, WA 98055 Prepared by: 2 F I ] U. WATERSH ED '_001 )A 750 Sixth Street South Kirkland, WA 98033 p 425.822.5242 a 425.827,8136 wawrshedco_com Entire Document Available Upon Request October 2016 The Watershed Company Reference Number: 160113 The Watershed Company Contact Person: Ryan Kahlo, PWS Ecologist Cite this document as: The Watershed Company. October 2016. Critical Areas Report: Valley Medical Center, Renton, WA. Prepared for Valley Medical Center. EXHIBIT 16 EXHIBIT 17 Entire Document Available Upon Request TRAFFIC IMPACT ANALYSIS VALLEY MEDICAL CENTER MEDICAL OFFICE BUILDING RENTON, WA Prepared for: VALLEY MEDICAL CENTER OCTOBER 17, 2016 WALKER PARKING CONSULTANTS EXHIBIT 18 Entire Document Available Upon Request PARKING STUDY VALLEY MEDICAL CENTER RENTON, WASHINGTON Prepared for: VALLEY MEDICAL CENTER OCTOBER 17, 2016 WALKER PARKING CONSULTANTS WASHINGTON FORESTRY CONSULTANTS, INC. FORESTRY AND VEGETATION MANAGEMENT SPECIALISTS F C 1 360/943-1723 1919 Yelm Hwy SE, Suite C FAX 3601943-4128 Olympia, WA 98501 - Revised Tree Protection Plan - I V,4 LEY, MEDICAII CENTER 400 South 43`u Street Renton, WA Prepared for: UW Medicine: Valley Medical Center Prepared by: Washington Forestry Consultants, Inc. Original Plan Date: September 20, 2016 Revised Plan Date: October 18, 2016 Entire Document Available Upon Request The project proponent is planning to construct a new parking garage and medical office building on the Valley Medical Center campus. The campus is a collection of 14 parcels on 33.07 acres at 400 South 43'd Street in Renton, WA. The proponent has retained WFCI to: Evaluate and inventory all trees on the site pursuant to the requirements of City of Renton Tree Protection Ordinance. Make recommendations for retention of significant trees, along with required protection and cultural measures. Observations Methodology In accordance with Renton Municipal Code 4-4-130, WFCI has evaluated all significant trees on site. This includes cottonwood and red alder trees 8 inches diameter at breast height (DBH) and larger, and all other trees 6 inches DBH and larger, and assessed their potential to be incorporated into the new project. Trees were numbered on a map, but not marked in the field. The tree evaluation phase used methodology developed by Nelda Matheny and Dr. James Clark in their 1998 publication Trees and Devclopment: A Technical Guide to Preservation of Trees during Land Development. EXHIBIT 19 URBAN/RURAL FORESTRY • TREE APPRAISAL a HAZARD TREE ANALYSIS RIGHT-OF-WAYS • VEGETATION MANAGEMENT e ENVIRONMENTAL STUDIES ® CONTRACT FORESTERS Member of Entefnational Society of Arboricu4ura and Society of American Foresters 0 Construction Mitigation Description Mitigation Description: Please provide 5 copies of a written narrative addressing each of the following: • Proposed construction dates (begin and end dates) January 2017 Start Garage Shoring and Utility Construction Apr112017 Start Garage Construction August 2017 Start MOB Construction September 2017 Complete Garage Construction October 2018 Complete MOB Shell and Care Construction • Hours and days of operation 7.00 a.m. - 8:00 p.m. Monday through Friday, 9:00 a.m. - 8:00 p.m. Saturday • Proposed hauling/transportation routes To be determined by contractor. We anticipate they will use 1-405, Highway 167, South 431 Street and Talbot Road South. Early concept is that trucks will be staged onsite. • Measures to be implemented to minimize dust, traffic and transportation impacts, erosion, mud, noise, and other noxious characteristics Temporary erosion control measures will be implemented to reduce this potential. A temporary erosion and sedimentation control plan has been prepared and will be implemented. • Any special hours proposed for construction or hauling (i.e. weekends, late nights) No special hours anticipated at this time. • Preliminary traffic control plan Contractor will provide flaggers on Talbot Road and North Campus driveway as required. If your project requires the use of cranes, please contact the City's Airport Manager at (425) 430-7471 to determine whether Federal Aviation Administration notification will be required. EXHIBIT 20 12/5/16 ADVISORY NOTES TO APPLICANT LUA16-000938 Application Date: December 12, 2016 Name: VMC Medical Office Building & North Garage Expansion rL.miy - rldrininu MUVICW - I`ana use CITY OF -� -- R �IP nto n v" Site Address: 3917 Talbot Rd S Renton, WA 98055-5741 VC1blulI I i Jdfludly Iu, Zu I r Rolice Pla1t Re kw C nems C"sntac€ Sandra Ha�vi ` `425-4 (i-751 & SFiavl Rertto + ;a Recommendations: PROJECT LUA16 0838 VMC Medical Office Building & North Garage Expansion City of Renton Department of Planning ! Building / Public Works ENVIRONMENTAL & DEVELOPMENTAL APPLICATION REVIEW SHEET POLICE RELATED COMMENTS 271 Police Calls for Service Estimated Annually Combined (80 estimated for Medical Office Building andl91 for Parking Garage) CONSTRUCTION PHASE Theft from construction sites is one of the most commonly reported crimes in the City. To protect materials and equipment it is recommended that all materials and tools be locked up when not in use. The site should have security lighting, and any construction or storage trailers should be completely fenced in with portable chain link fencing. The fence will provide both a physical and psychological barrier to any prospective criminal and will demonstrate that the area is private property. Construction trailers should be kept locked when not in use, and should be fitted with heavy duty deadbolts with a minimum 1 112" 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 construction trailers should be shatter resistant. Toolboxes and storage containers should be secured with heavy duty padlocks and kept locked when not in use. "No Trespassing" signs should be posted on the property during the construction phase. These signs allow officers, upon contact, to provide a verbal warning to trespassers that should they be contacted on the property again, they could be cited and/or arrested. COMPLETED COMPLEX All exterior doors (to include the structured parking garage) 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 strikeplates should have 2 112 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. Access to the back of the buildings should be limited, preferably with security fencing or gates, as these areas could be vulnerable to crime due to the lack of natural surveillance by patients, visitors or staff. It is recommended that all commercial areas be monitored with recorded security. An auxiliary security service should be used to patrol the property during random times, preferably between the hours of 10:00 p.m. and 8:00 a.m. It is important to direct all foot traffic into the main entrance of the building. 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 (this includes the structured garage). This is a common occurrence, especially when employees go outside to smoke, take out the garbage, etc. All areas of this project need to have adequate lighting. This will assist in the deterrent of theft from motor vehicle (one of the most common crimes in Renton) as well as provide safe pedestrian travel for patients, visitors and employees. This includes the underground tunnel connection to the main hospital as well as the pedestrian bridge to the garage. The structured garage will be a very tempting target for auto thieves. Theft from motor vehicle and auto theft are prevalent. I recommend the installation, and substantial advertisement of, surveillance cameras inside and outside this garage, an overabundance of lighting, and a noticeable presence of courtesy patrol — especially between the hours of 10:00 p.m. and 6:00 a.m. Police will not be monitoring, towing or citing vehicles inside this structure. You may also want to provide temporary tags for your visitors or patients to hang by their rearview mirrors, designating their vehicle as an authorized hospital visitor or patient's car. I would highly recommend emergency phone stations be placed on each level of the parking garage, along the pedestrian bridge, and inside the tunnel connection to the main hospital, to provide quick access to assistance with a direct line to help if needed. These stations can come in the form of a tower phone, pedestal phone, call station or emergency call box. Landscaping should be installed with the objective of allowing visibility — not too dense and not too high. Too much landscaping will make patients, visitors and employees feel isolated and will provide criminals with concealment to commit crimes such as burglary, theft, malicious mischief, etc. Since the parking garage and hospital operate on a 24 hours a day 17 days a week schedule, there will need to be a keypad Knox box provided for Police and Fire so emergency personnel has access keys, fobs, or security cards to all areas of the hospital and garage structure. I highly recommend that the developer have a Renton Police Crime Prevention Representative conduct a security survey of the premises once construction is complete. Community Services ltau sw Comments. Contact,. Leslie Begach, [;425-430-6619 j LBetlacfi(grenfonwa.goy Recommendations: 1. There are no impacts to Parks. Technical Services Comments Contact: Amanda Askren 425-43b-7369 I .aaskren@rentonwa.gov. Binding Site Plat Sheets: EXHIBIT 21 Ran: January 25, 2017 Page 1 of 6 ADVISORY NOTES TO APPLICANT LUA7 6-000938 C€TY OF--&*�Ren on vo r -L -P%11 - r1arir11i1U r%CV11Vw - L.a11u use vciaivit t I ocaliucaty IU, LV i r TecFtnicalServices, Comittert '` Contact:AtnantfaAarenj;"42543Pkt369`l:aaskreh@eentarnva.gov Add LUA16 000938 and LND35 0019 in designated spaces. Add the recording information in the header at the top of the sheets to state what BSP this is amending for clarification. Please add Basis of Bearing. Please add statement regarding coordinate system as the coordinates are listed on Sheet 2. Please add equipment used. Please add date the monuments were visited. Please address if comers will be set for the new lots. If not planned, state as such. No Surveyor stamp was found on any sheet. Please add. Please add notes as appropriate for any covenants to be added or to remain from the previous BSP. Remove City Engineer signature line from the Approval Note. Sheet 2 is pretty busy with the information shown as is. Possibly adding an additional sheet with just the lots will help to more clearly show the old vs. new lines but also the revised Lot numbers. On Sheet 2, it would also be helpful to remove the Access Road Centerline. This easement centerline is clearly shown on Sheets 3 and 4. On Sheets 2, 3 and 4, the new lot line for Lot 8 appears to extend past the north boundary line. Also please confirm the dimension associated with the line. .fenningReview Canments Ctark 1. The Arborist report indicates that there is a Douglas fir Landmark Trees (trees over 30 inches in diameter) that occurs within the wetlandlstream buffer that is proposed to be retained. This Douglas fir tree (#343) is listed as a tree in 'fair' condition, 36 inch DBH and located within 20 feet of the proposed parking garage. Conversely, the tree retention plan is identifying tree #343 as an existing evergreen tree to be removed. Please provide a statement that indicates which submitted report or plan is correct. Revise the resubmit the corrected report or plan. 2. Talbot Road S is classified as a collector arterial, Per RMC 4 6 060, a collector arterial with three lanes has a required right of way (ROW) width of 94 feet. The required pavement width is 57 feet consisting of two (2) 10 foot wide travel lanes, one (1) 11 foot wide center left tum lane, two (2) 5 foot wide bike lanes, and 8 feet of parking on each side of the street. A 0.5 foot wide curb, 8 foot wide planter, and an 8 foot wide sidewalk, on each side of the street, are also required. Per the King County Assessors Map, the current ROW width for Talbot Road S is 64 feet. A ROW dedication of approximately 17 feet would be required along the project frontage. The current paved roadway width is approximately 44 feet. An approximately 6 foot wide concrete sidewalk sits behind the existing 0.5 foot wide concrete curb adjacent to the site. A formal street modification request, pursuant to RMC 4 9 250D, would be required to deviate (i.e, retain the existing improvements along Talbot Rd S) from the identified code requirements. 3. A King County Wastewater Treatment Division (WTD) WTD facility, the South Renton Trunk sewer line, is located near the proposed project location (see enclosed record drawing). In order to protect this wastewater facility during construction, WTD is requesting that the project proponent submit construction drawings for the project, so that WTD can assess its potential impacts. Please acknowledge that drawings must be sent to Mark Lampard, Local Public Agency Coordinator, King County WTD, Project Management Unit. 4. Label the setback between the existing parking garage on Lot 8 and the new property line (Parcel I Lot 2). 5. Label the setback between the R.O.C. building on Lot 3 and the new properly line Line 1-2). Building Review .: Planning Commenter Contact: Craig Burnell j 425430;�729i` 1' ebumell[a tentonwa.gov Recommendations: Recommendations of the geotechnical report must be followed as a condition of building permits. Engineering.RevievwrComments Contact Ian;M2i James 1425-430-72581 ifs-james@renton".gov. Recommendations: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N 0 U M Ran: January 25, 2017 Page 2 of 6 ADVISORY NOTES TO APPLICANT LUA16-040938 CITY OF --- Ren on rl_rair - r1Q1111111y RCV1'UVV - Ldtlu Ubt! VClblutI I I Jwludry IU, LU I f Itgirraerirtg R®vtew Comlriantts 28i�8tjaresrenfanaa tauCantactanF�grn"[42643i DATE: January 7, 2017 TO: Clark Close, Senior Planner FROM: Ian Fitz James, Civil Plan Reviewer SUBJECT: Utility and Transportation Comments for Valley Medical Center LUA 16 000938 I have reviewed the application for the Valley Medical Center garage and medical office building located on the Valley Medical Center campus at 400 S. 43rd Street. The following items need revision for a complete site plan review. TRAFFIC IMPACT ANLAYSIS COMMENTS 1. The Traffic Impact Analysis prepared by Walker Parking Consultants dated October 17, 2016 has been reviewed by City staff. City staff agrees with the finding that traffic signal is warranted at the north road 7 S. 177th Street ! Talbot Road S. intersection. However, the following items (expansions, additions, and clarifications) are required to address City concerns with traffic impacts resulting from this project and to meet City Traffic Impact Analysis guidelines. a. Per the Traffic Impact Analysis (TIA) Guidelines published by the City, the TIA needs to be signed and stamped by a licensed professional engineer with adequate experience in transportation planning and traffic engineering. Please provide a resume of traffic engineering experience of the engineer for the City project records. b. Accident history and analysis is needed at the intersections of the four site accesses / driveways with Talbot Road S., particularly at the north road 1 S. 177th Street ! Talbot Road S. intersection; and at the S. 43rd Street and [Davis Avenue S. intersection. c. Add discussion of existing operational characteristics at the four accesses 1 driveways with Talbot Road S., particularly at the north road ! S. 177th Street 1 Talbot Road S. intersection; and at the S. 43rd Street and Davis Avenue S. intersection. d. Add discussion of proposed operational characteristics of the employee garage ramp and driveway (i.e. one way in or two way). e. Expand discussion of bicycle and pedestrian facilities to include existing pedestrian activity (i.e. pedestrian volumes if available), amenities (i.e. crosswalks, ADA curb ramps, pedestrian signals, etc.), safety, and any increase in pedestrian and bicycle activity from the project, including potential crosswalk and pedestrian crossing traffic control improvements. f. Include a vehicle queuing analysis using Synchro at the four accesses ! driveways and Talbot Road S., S. 43rd Street and Talbot Road S., and S. 43rd Street and Davis Avenue S_ Synchro printouts should show queuing for the 50 and 90 percentile. g. Add discussion of existing lane configurations and potential future lane configurations. Discussion particularly should include lane configurations at the intersection of the north road and Talbot Road S., and at the intersection of the employee driveway and Talbot Road S. 2. The following minor edits were found by City staff when reviewing the report. Please make the following changes. a. Page 8: First paragraph under"EXISTING TRAFFIC VOLUMES", "and 9:00 AM" in the third sentence should be relocated to follow after 7:00 AM" in the second sentence. Also, the source of the existing volumes at the S. 43rd Street and Talbot Road S. intersection is not provided. b. Pages 16 20: Provide justification for the percentage trip distribution of traffic accessing the site by turning right on Davis Avenue S. If additional signage directing vehicles to the new MOB site and new parking garage will be provided at this intersection, please note it in the report. C. Page 21: The 277% for right turns from Talbot Road S. to S. 43rd Street should read 21%. d. Page 40: Recommend including a graphic depicting the alternate garage access and a figure showing the AM, Mid Day, and PM traffic volumes at the existing driveway on Talbot Road S. to be used for garage access. Also on this page, Table 8 in the first sentence under ALTERNATIVE GARAGE ACESS SCENARIO should read Table 10. Ran: January 25, 2017 Page 3 of 6 11 ADVISORY NOTES TO APPLICANT LUA16-000938 CITY QF ---- Renton to rrrr�r� - rlanniny MCVIeW - La to use ver5lon I 1 January -i u, Zu-l! E ihoie iri Revlavw Corti' e I � �. �. nEs ` Contfact: Ian Eliz-JaEne� .425'-437288. -ifiiz arnss@ririwa,gou.- e. Page 42: Appears that Table 10 in the third paragraph should read Table 12 and that Table 11 in the last paragraph should read Table 13. 3. Based on the City's review of the traffic volumes presented in the traffic report, the traffic analysis at the north road / S. 177th Street I Talbot Road S. intersection should be expanded to address: a. Proposed signal phase operation. b. Evaluate the need for a southbound right tum drop lane on Talbot Road S. extending from the north road to north of the employee driveway. When evaluating the drop lane, compare scenarios with and without a traffic signal. c. Evaluate the need for an eastbound two lane (thru and left tum lane, separate right tum lane) exit for the north road. When evaluating the exit lanes, compare scenarios with and without a traffic signal. d. Evaluate the need for a wider throat and larger curb radius of the ingress lane from Talbot Road S_ to the north roadway. Include discussion of potential backups from the existing narrow travel lane into the site_ When evaluating the width of the ingress lane, compare scenarios with and without a traffic signal. e. The evaluation of items b d should also include comparison tables. 4. if the lot located at the intersection of Davis Avenue S. and S, 45th Place will be used for temporary staff parking or a construction laydown area, an additional section describing the impacts from the proposed use will be required in the report. 5. Based on the additional information provided above, City staff will determine if any additional frontage improvements are necessary as required by City code. DRAINAGE REPORT AND SITE PIAN COMMENTS 1. The drainage report submitted for the medical office building is incomplete and not to current standards. The drainage report shall comply with all of the requirements found in the 2017 Renton Surface Water Design Manual (RSWDM), In particular the drainage report and plans shall be revised to show how the project is meeting Core Requirement #9: On Site BMPs, The project shall meet the Large Lot BMP Requirements found in Section 1.2.9.2.2. On Site BMPs shall be evaluated for feasibility in accordance with Appendix C of the RSWDM. Porous concrete sidewalk (permeable pavement) is shown on the drainage and utility plan. Permeable pavement shall meet the standards provided in Section C.2.7 of the RSWDM. If permeable pavement is deemed infeasible by the requirements of this section, then additional 8MPs shall be evaluated in accordance with the standards found in Section C,1,3,2 of the RSWDM. In addition, the flow control facility is sized using KCRTS. Per Chapter 3 of the 2017 RSWDM, flow control facilities shall be sized using WWHM, MGS Flood, or the Hydrologic Simulation Program Fortran. KCRTS is no longer an approved model for use with the 2017 RSWDM. 2. The 3" water meter is shown incorrectly. A 3" water meter needs to be in a vault with an external bypass per COR Standard Plan 320.4. Update the water plan to show a feasible location for this assembly. GEOTECHNICAL REPORT COMMENTS 1. The infiltration section of geotechnical report for the medical office building references the 2009 KCSWDM for the infiltration testing requirements. The medical office building will be reviewed under the 2017 RSWDM_ Please have this section of the report updated to conform to the 2017 RSWDM requirements. In addition, the soils reports shall be amended as necessary to accommodate the infiltration BMP testing requirements to determine feasibility as found in Appendix C of the 2017 RSWDM. Section C.1.3 provides an overview of the soils report requirements for application of On Site BMPs. Additional feasibility requirements are found for each BMP in -Section C.2. Film' Review - Building Commentw +v;nrack: Corey Thornes, 425-430-7024 qthomas@rentonrfa. Recommendations: Environmental Impact Comments: 1. Fire mitigation impact fees are currently applicable at the rate of $0.87 per square foot of commercial medical office space, No charge Ran: January 25, 2017 Page 4 of 6 ADVISORY NOTES TO APPLICANT LUA16-000938 CITY OF Rentt"n0 %r_._:_, A An nna-7 ruylr - r-iannrrrW r%avravr - L.crnu ustp v vi Qiv" , 1 JCA IUQf y r v, w r r Ffru-I eutew;8uildin ,Camme is C ct:'CiareyThb 6s [' 25430-7024�I cthon�as@rentvnrfs org," for parking garage areas. Code Related Comments: 1. The preliminary fire flow is for the MOB is 1,500 gpm and 3,000 gpm for the parking garage. A minimum of one hydrant is required within 150 feet of the structure and other additional hydrants are required within 300 feet of the structures. Maximum fire hydrant spacing is 300 feet on center around the buildings. A looped water main is required to be installed around the parking garage building. It appears adequate fire flow is available in this area. 2. Approved fire sprinkler and fire alarm systems are required throughout the buildings. Dry standpipes are required in all stairways. Separate plans and permits required by the fire department. Direct outside access is required to the fire sprinkler riser room. Fully addressable and full detection is required for the fire alarm system. 3. Fire department apparatus access roadways are required within 150 feet of all points on the buildings. This requirement is not being met with the proposed site plan and is significantly affecting our access to existing buildings. Fire lane signage required for the on site roadways. Required turning radius are 25 feet inside and 45 feet outside. Roadways shall be a minimum of 20 feet wide. Maximum grade on roadways is 15%. Roadways shall support a minimum of a 30 ton vehicle and 75 psi point loading. 4. An electronic site plan is required prior to occupancy for pre fire planning purposes. 5. The buildings shall be equipped with at least one elevator in order to meet the size requirements for a bariatric size stretcher. Car size shall accommodate a minimum of a 40 inch by 84 inch stretcher. 6. The buildings shall comply with the City of Renton Emergency Radio Coverage ordinance. 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. Ran: January 25, 2017 Page 5 of 6 ADVISORY NOTES TO APPLICANT LUA16-000938 PLAN - Planninq Review - Land Use CITY DF --�...._..�.-�-�Ren ol�l Version 2 1 Planning #tsview CaNnments Contact- CfairF4`Close; j _423f-728 ccite�rentor�wa.gav Recommendations: 1. RMC section 4 4 030.6.2 limits haul hours between 830 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a,m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. 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 Surface 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. 5. The applicant will be required to submit a Final Stream Mitigation Report and Maintenance and Monitoring proposal, In addition, the applicant will be required to comply with all the code requirements of RMC 4 3 050 Critical Areas. This includes, but is not limited to, placing the critical area within a Native Growth Protection Easement, providing fencing and signage, and providing the City with a site restoration surety device and, later, a maintenance and monitoring surety device. 8. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 7. The applicant shall erect and maintain six foot (6') high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, 'NO TRESPASSING — Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. 8. This permit is shall comply with the Bald and Golden Eagle Protection Act. The permitted is responsible for adhering to the U.S. Fish and Wildlife Service National Bald Eagle Management Guidelines 2007 and !or your U.S. Fish and Wildlife Service permit. Ran: January 25, 2017 Page 6 of 6 14 Denis Law Mayor It; Community & Economic Development C. E. "Chip" Vincent, Administrator February 3, 2017 Melanie Gutierrez N BBJ 223 Yale Ave NE Seattle, WA 98109 SUBJECT: ENVIRONMENTAL (SEPA) THRESHOLD DETERMINATION VMC Medical Office Building & North Garage Expansion, LUA16-000938, ECF, BSP, SA -H, MOD Dear Ms, Gutierrez: This letter is written on behalf of the Environmental Review Committee (ERC) to advise you that they have completed their review of the subject project and have issued a threshold Determination of Nan -Significance -Mitigated with Mitigation Measures. Please refer to the enclosed ERC Report, for a list of the Mitigation Measures. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on February 17, 2017, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. Also, a public hearing has been scheduled by the Hearing Examiner in the Council Chambers on the seventh floor of City Hall on March 14, 2017 at 12:00 pm to consider the Site Plan Review and Grade and Fill permit. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff recommendation will be mailed to you prior to the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. If you have any further questions, please call me at (425) 430-7289. 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov VMC Medical Office Bui & North Garage Expansion, LUA16-000938 Page 2of2 February 3, 2017 For the Environmental Review Committee, Clark H. Close Senior Planner Enclosure cc: Public Hospital District #1 King Co / Owner(s) Daniel Pedersen, Becky Hardi, Todd Thomas / Contact Bill Gragg /Applicant Valley Children's Clinic, Associated Valley Obstetrics & Gynecology, Inc_, Valley Women's Healthcare — Renton, Valley Women's Clinic PLLC, Metro Transit, King County WTI), Muckteshoot Indian Tribe Fisheries Division, Privatsky, Sheppard / Parties of Record File (D] 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Ap%k 'Renton ffrf"I%W OF ENVIRONMENTAL DETERMINATION AND PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE - MITIGATED [DNS -M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION PROJECT NUMBER: LUA16-000938, ECF, BSP, SA -H, MOD LOCATION: 400 5 43rd St DESCRIPTION: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking aE ng the north side of the hospital campus located at 400 543rd St. The medica office building includes an underground'unnel connection to the main hospital and a pedestrian bridge to the gara e; the garage expansion includes a staff vehicular access ramp to the upper floors frorh Talbot Rd S. The hospital site Is approximately 5.7 acres (247,967 sf) and includes several existing lots and one tract The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone and includes three Type F streams (Panther Creek, Streams 8 and Stream C), high erosion hazards, moderate landslide hazards, regulated slopes, and a large Category II wetland at the northwest corner of the site (Wetland A). The proposal includes an underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERCj HAS DETERMINED THAT THE PROPOSED ACTION HAS PROBABLE SIGNIFICANT IMPACTS THAT CAN BE MITIGATED THROUGH MITIGATION MEASURES. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on Febraury 17, 2017, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510, A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON MARCH 14, 2017 AT 12:00 PM TO CONSIDER THE SITE PLAN REVIEW AND GRADE AND FILL PERMIT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator February 3, 2017 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: ENVIRONMENTAL (SEPA) THRESHOLD DETERMINATION Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on January 30, 2017: SEPA DETERMINATION: Determination of Nonsignificance - Mitigated (DNS -M) PROJECT NAME: VMC Medical Office Building & North Garage Expansion PROJECT NUMBER: LUA16-000938, ECF, BSP, SA -H, MOD Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on February 17, 2017, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and information regarding the appeal process may be obtained from the City Clerk's Office, (425) 430-6510. Please refer to the enclosed Notice of Environmental Determination for complete details. If you have questions, please call me at (425) 430-7289. For the Environmental Review Committee, Clark Close Senior Planner Enclosure cc: King County wastewater Treatment Division Ramin Pazooki, WSDOT, NW Region Boyd Powers, Department of Natural Resources Larry Fisher, WDFW Karen Walter, Fisheries, Muckleshoot Indian Tribe Duwamish Tribal Office Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers Gretchen Kaehler, Office of Archaeology & Historic Preservation 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov 'Renton O OF ENVIRONMENTAL DETERMINATION AND PUBLIC HEARING ISSUANCE OF A DETERMINATION OF NONSIGNIFICANCE - MITIGATED (DNS -M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION PROJECT NUMBER: LUA16-000938, ECF, BSP, SA -H, MOD LOCATION: 400 S 43rd St DESCRIPTION: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 S 43rd St. The medical office building includes an underground tunnel connection to the main hospital and a pedestrian bridge to the garage, the garage expansion includes a staff vehicular access ramp to the upper floors from Talbot Rd S. The hospital site is approximately 5.7 acres (247,967 sf) and includes several existing lots and one tract. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone and includes three Type F streams (Panther Creek, Streams B and Stream C), high erosion hazards, moderate landslide hazards, regulated slopes, and a large Category II wetland at the northwest corner of the site (Wetland A). The proposal includes an underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION HAS PROBABLE SIGNIFICANT IMPACTS THAT CAN BE MITIGATED THROUGH MITIGATION MEASURES. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on Febraury 17, 2017, together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by City of RMC 4-8-110 and information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON MARCH 14, 2017 AT 12:00 PM TO CONSIDER THE SITE PLAN REVIEW AND GRADE AND FILL PERMIT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD AS PART OF THIS PUBLIC HEARING. FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION. CITY OF DEPARTMENT OF COMMUNITYIR r+'"`'�� AND ECONOMIC DEVELOPMENT n 0' ENVIRONMENTAL (SEPA) DETERMINATION OF NON -SIGNIFICANCE - MITIGATED (DNS -M) PROJECT NUMBER: LUA16-000938, ECF, BSP, SA -H, MOD APPLICANT: Melanie Gutierrez, NBBJ / 223 Yale Ave N / Seattle, WA 98109 PROJECT NAME: VMC Medical Office Building & North Garage Expansion PROJECT DESCRIPTION: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 S 43rd St. The medical office building includes an underground tunnel connection to the main hospital and a pedestrian bridge to the garage; the garage expansion includes a staff vehicular access ramp to the upper floors from Talbot Rd S. The hospital site is approximately 5.7 acres (247,967 sf) and includes several existing lots and one tract. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone and includes three Type F streams (Panther Creek, Streams B and Stream C), high erosion hazards, moderate landslide hazards, regulated slopes, and a large Category II wetland at the northwest corner of the site (Wetland A). The proposal includes an underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building. PROJECT LOCATION: 400 S 43rd St, Renton, WA 98055 (Main Hospital Campus) LEAD AGENCY: City of Renton Environmental Review Committee Department of Community & Economic Development The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-9-070D Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fourteen (14) days. Appeals of the environmental determination must be filed in writing on or before 5:00 p.m. on February 17, 2017. Appeals must be filed in writing together with the required fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Appeals to the Examiner are governed by RMC 4-8-110 and more information may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: FEBRUARY 3, 2017 DATE OF DECISION: JANUARY 30, 2017 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT SIGNATURES: Gregg Zimmerman, Administrator Public Works Department Date ,a& 4iqto�, I l �a Kelly Beymer dmini rator Community Services Department Date Renton G.) Rick M. Marshall, Administrator Fire & Emergency Services u,,-- C.E. "Chip" Vincent, Administrator Department of Community & Economic Development Date Date DEPARTMENT OF COMMUNITY t CI '-----��on AND ECONOMIC DEVELOPMENT �� to DETERMINATION OF NDN -SIGNIFICANCE -MITIGATED (DNS -M) MITIGATION MEASURES AND ADVISORY NOTES PROJECT NUMBER: LUA16-000938, ECF, BSP, SA -H, MOD APPLICANT: Melanie Gutierrez, NBBJ PROJECT NAME: VMC Medical Office Building & North Garage Expansion PROJECT DESCRIPTION: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, and a street modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 5 43rd St. The medical office building includes an underground tunnel connection to the main hospital and a pedestrian bridge to the garage; the garage expansion includes a staff vehicular access ramp to the upper floors from Talbot Rd S. The hospital site is approximately 5.7 acres (247,967 sf) and includes several existing lots and one tract. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone and includes three Type F streams (Panther Creek, Streams B and Stream C), high erosion hazards, moderate landslide hazards, regulated slopes, and a large Category II wetland at the northwest corner of the site (Wetland A). The proposal includes an underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building. PROJECT LOCATION: 400 S 43rd St, Renton, WA 98055 LEAD AGENCY: The City of Renton Department of Community & Economic Development Planning Division MITIGATION MEASURES. 1. Project construction shall be required to comply with the recommendations found in the Geotechnical Studies completed by GeoEngineers Inc. for the Medical Office Building (dated September 16, 2016) and the Geotechnical Study for the Parking Garage Expansion (dated August 2, 2016) or updated reports submitted at a later date. 2. The applicant shall voluntarily conduct additional traffic analysis and submit an updated Traffic Impact Analysis (TIA) for the Medical Office Building (originally prepared by Walker Parking Consultants — dated October 17, 2016). The updated TIA ERC Mitigation Measures and Advisory Notes Page 1 of 7 small address staff comments sent to the applicant on January 10, 2017. The findings and recommendations of the updated TIA may be subject to an independent third party review and/or study and shall comply with any additional recommendations of a secondary TIA. The updated report and the potential secondary analysis of traffic impacts shall be subject to approval by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to construction permit issuance. 3. Project construction shall be required to construct a traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection to ensure the safe and efficient function of the intersection. The traffic signal and roadway improvements shall be reviewed and approved by the City of Renton Plan Review Project Manager and the City of Renton Public Works Transportation Division prior to building permit issuance of the Medical Office Building or any additional traffic being diverted to or from this intersection. The Medical Office Building shall not receive certificate of occupancy until the new traffic signal is fully tested and operational. 4. Access to the North Parking Garage Expansion, via the entrance ramp that extends off the east elevations of parking garage, shall be developed for emergency access only along with a gate that prevents general vehicular access from Talbot Rd S. The gate and ramp location and access shall be subject to review and approval by the City of Renton Plan Review Project Manager, the City of Renton Public Works Transportation Division and the Renton Regional Fire Authority. The emergency access gate may be expanded to a hospital staff key card regulated reader access gate upon the installation of an operational traffic signal at the north access road (S 177th St & Talbot Rd S) intersection along with roadway improvements within the intersection. ADIVISORY NOTES: 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 actions. ERC Mitigation Measures and Advisory Notes Page 2 of 7 ADVISORY NOTES TO... PLICANT LUA16-000938 r%E 14E ME_ Eti CITY OF �� ---- Ren on r, P%114 - r011rT1 r%VvlllUW - "Ilu ubc Police Plani,Review Comments, Con#actS'An dr H IIk.�.425-43D451.9 J SNavlik@Rentonwa_gov.;:. Recommendations: PROJECT LUA16 0938 VMC Medical Office Building & North Garage Expansion City of Renton Department of Planning / Building ! Public Works ENVIRONMENTAL & DEVELOPMENTAL APPLICATION REVIEW SHEET POLICE RELATED COMMENTS 271 Police Calls for Service Estimated Annually Combined (80 estimated for Medical Office Building and191 for Parking Garage) CONSTRUCTION PHASE Theft from construction sites is one of the most commonly reported crimes in the City. To protect materials and equipment it is recommended that all materials and tools he locked up when not in use. The site should have security lighting, and any construction or storage trailers should be completely fenced in with portable chain link fencing. The fence will provide both a physical and psychological barrier to a ny prospective criminal and will demonstrate that the area is private property. Construction trailers should be kept locked when not in use, and should be fitted with heavy duty deadbolts with a minimum 1 112" 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 construction trailers should be shatter resistant. Toolboxes and storage containers should be secured with heavy duty padlocks and kept locked when not in use. "No Trespassing" signs should be posted on the property during the construction phase. These signs allow officers, upon contact, to provide a verbal warning to trespassers that should they be contacted on the property again, they could be cited and/or arrested. COMPLETED COMPLEX All exterior doors (to include the structured parking garage) 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 strikeplates should have 2 112 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°/x, greatly reducing the likelihood of breaking glass to gain entry. Access to the back of the buildings should be limited, preferably with security fencing or gates, as these areas could be vulnerable to crime due to the lack of natural surveillance by patients, visitors or staff. It is recommended that all commercial areas be monitored with recorded security. An auxiliary security service should be used to patrol the property during random times, preferably between the hours of 10:00 p.m. and 6:00 a.m. It is important to direct all foot traffic into the main entrance of the building. 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 (this includes the structured garage). This is a common occurrence, especially when employees go outside to smoke, take out the garbage, etc. All areas of this project need to have adequate lighting. This will assist in the deterrent of theft from motor vehicle (one of the most common crimes in Renton) as well as provide safe pedestrian travel for patients, visitors and employees. This includes the underground tunnel connection to the main hospital as well as the pedestrian bridge to the garage. The structured garage will be a very tempting target for auto thieves. Theft from motor vehicle and auto theft are prevalent. I recommend the installation, and substantial advertisement of, surveillance cameras inside and outside this garage, an overabundance of lighting, and a noticeable presence of courtesy patrol — especially between the hours of 10:00 p.m. and 6:00 a.m. Police will not be monitoring, towing or citing vehicles inside this structure. You may also want to provide temporary tags for your visitors or patients to hang by their rearview mirrors, designating their vehicle as an authorized hospital visitor or patient's car. I would highly recommend emergency phone stations be placed on each level of the parking garage, along the pedestrian bridge, and inside the tunnel connection to the main hospital, to provide quick access to assistance with a direct line to help if needed. These stations can come in the form of a tower phone, pedestal phone, call station or emergency call box. Landscaping should be installed with the objective of allowing visibility — not too dense and not too high, Too much landscaping will make patients, visitors and employees feel isolated and will provide criminals with concealment to commit crimes such as burglary, theft, malicious mischief, etc. Since the parking garage and hospital operate on a 24 hours a day 17 days a week schedule, there will need to be a keypad Knox box provided for Police and Fire so emergency personnel has access keys, fobs, or security cards to all areas of the hospital and garage structure. I highly recommend that the developer have a Renton Police Crime Prevention Representative conduct a security survey of the premises once construction is complete. Community Services Review Comments' ConWct..Leslie 86th ch f 425t43.0-6619,1'LEettach@ro6tonwa.gov Recommendations: 1, There are no impacts to Parks. Technical Services Co'lirirnents Contact: Amanda Askrert.l.42a-430.736, f aaskreii@rentonvtira:gov Binding Site Plat Sheets: ERC Mitigation Measures and Advisory Notes Page 3 of 7 ADVISORY NOTES TO _ _. PLICANT LUA16-000938 rEeVIeW -L UUbe echntcal'Servtces Comments,. Contact AtrlatdaPislren,�.4��-X430,7359 [,aaskrer�@rentonwa.gox Add LUA16 000938 and LND35 0019 in designated spaces. Add the recording information in the header at the top of the sheets to state what BSP this is amending for clarification. Please add Basis of Bearing, Please add statement regarding coordinate system as the coordinates are listed on Sheet 2. Please add equipment used. Please add date the monuments were visited. Please address if corners will beset for the new lots. If not planned, state as such. No Surveyor stamp was found on any sheet. Please add. Please add notes as appropriate for any covenants to be added or to remain from the previous BSP. Remove City Engineer signature line from the Approval Note. Sheet 2 is pretty busy with the information shown as is. Possibly adding an additional sheet with just the lots will help to more clearly show the ofd vs. new lines but also the revised Lot numbers. On Sheet 2, it would also be helpful to remove the Access Road Centerline. This easement centerline is clearly shown on Sheets 3 and 4. On Sheets 2, 3 and 4, the new lot line for Lot 8 appears to extend past the north boundary line. Also please confirm the dimension associated with the line. Planning Review, Com ments Contact:Clar16sj.5-43Q=789I �tcib'se@rentonwa.goy 1. The Arborist report indicates that there is a Douglas fir Landmark Trees (trees over 30 inches in diameter) that occurs within the wetland/stream buffer that is proposed to be retained. This Douglas fir tree (#343) is listed as a tree in 'fair' condition, 36 inch DBH and located within 20 feet of the proposed parking garage. Conversely, the tree retention plan is identifying tree #343 as an existing evergreen tree to be removed. Please provide a statement that indicates which submitted report or plan is correct. Revise the resubmit the corrected report or plan. 2. Talbot Road 5 is classified as a collector arterial. Per RMC 4 6 060, a collector arterial with three lanes has a required right of way (ROW) width of 94 feet. The required pavement width is 57 feet consisting of two (2) 10 foot wide travel lanes, one (1) 11 foot wide center left turn lane, two (2) 5 foot wide bike lanes, and 8 feet of parking on each side of the street. A 0.5 foot wide curb, 8 foot wide planter, and an 8 foot wide sidewalk, on each side of the street, are also required. Per the King County Assessor's Map, the current ROW width for Talbot Road S is 60 feet. A ROW dedication of approximately 17 feet would be required along the project frontage. The current paved roadway width is approximately 44 feet. An approximately 6 foot wide concrete sidewalk sits behind the existing 0.5 foot wide concrete curb adjacent to the site. A formal street modification request, pursuant to RMC 4 9 250D, would be required to deviate (i.e. retain the existing improvements along Talbot Rd S) from the identified code requirements. 3. A King County Wastewater Treatment Division (WTD) WTD facility, the South Renton Trunk sewer line, is located near the proposed project location (see enclosed record drawing). In order to protect this wastewater facility during construction, WTD is requesting that the project proponent submit construction drawings for the project, so that WTD can assess its potential impacts. Please acknowledge that drawings must be sent to Mark Lampard, Local Public Agency Coordinator, King County WTD, Project Management Unit. 4. Label the setback between the existing parking garage on Lot 8 and the new property line (Parcel I Lot 2). 5. Label the setback between the R.O.C. building on Lot 3 and the new properly line (Line 1-2). Buitding, ;evlew=Planning Comments -7290 cbumell nhtoewa, v .Cj.42543p Recommendations: Recommendations of the geotechnical report must be foliowed as a condition of building permits. . Engineering Rev! eW,,CgMments ; Contact Ian„Fltz Jzarr es,l 425-43f}42881 iftti-jarries@rentbnwa gov Recommendations: DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M ERC Mitigation Measures and Advisory Notes Page 4 of 7 ADVISORY NOTES TO... PLICANT LUAI6-000938 1-11 iV - 1"ieflfllflq McVi - Lana Ube E C::..............�.....T:...l�.,.,�.......:+=--Ak #i+-_i-�.,,a�/.:'S.a.,i...,��,� .,..u -- DATE: January 7, 2037 TO: Clark Close, Senior Planner FROM: Ian Fitz James, Civil Plan Reviewer SUBJECT: Utility and Transportation Comments for Valley Medical Center LUA 16 000938 I have reviewed the application for the Valley Medical Center garage and medical office building located on the Valley Medical Center campus at 400 S. 43rd Street. The following items need revision for a complete site plan review. TRAFFIC IMPACTANLAYSIS COMMENTS 1. The Traffic Impact Analysis prepared by Walker Parking Consultants dated October 17, 2016 has been reviewed by City staff. City staff agrees with the finding that traffic signal is warranted at the north road I S. 177th Street I Talbot Road S. intersection. However, the following items (expansions, additions, and clarifications) are required to address City concerns with traffic impacts resulting from this project and to meet City Traffic Impact Analysis guidelines. a. Per the Traffic Impact Analysis (TIA) Guidelines published by the City, the TIA needs to be signed and stamped by a licensed professional engineer with adequate experience in transportation planning and traffic engineering. Please provide a resume of traffic engineering experience of the engineer for the City project records. b. Accident history and analysis is needed at the intersections of the four site accesses I driveways with Talbot Road S., particularly at the north road 1 S. 177th Street 1 Talbot Road S. intersection; and at the S. 43rd Street and Davis Avenue S. intersection. c. Add discussion of existing operational characteristics at the four accesses 1 driveways with Talbot Road S., particularly at the north road 1 S_ 177th Street 1 Talbot Road S. intersection; and at the S. 43rd Street and Davis Avenue S. intersection. d. Add discussion of proposed operational characteristics of the employee garage ramp and driveway (i.e. one way in or two way). e. Expand discussion of bicycle and pedestrian facilities to include existing pedestrian activity (Le. pedestrian volumes if available), amenities (i.e. crosswalks, ADA curb ramps, pedestrian signals, etc.), safety, and any increase in pedestrian and bicycle activity from the project, including potential crosswalk and pedestrian crossing traffic control improvements. f. Include a vehicle queuing analysis using Synchro at the four accesses I driveways and Talbot Road S., S. 43rd Street and Talbot Read S., and S. 43rd Street and Davis Avenue S. Synchro printouts should show queuing for the 50 and 90 percentile. g. Add discussion of existing lane configurations and potential future lane configurations. Discussion particularly should include lane configurations at the intersection of the north road and Talbot Road S„ and at the intersection of the employee driveway and Talbot Road S. 2. The following minor edits were found by City staff when reviewing the report. Please make the following changes. a. Page 8: First paragraph under "EXISTING TRAFFIC VOLUMES', "and 9:00 AM" in the third sentence should be relocated to follow after "7:00 AM" in the second sentence_ Also, the source of the existing volumes at the S. 43rd Street and Talbot Road S. intersection is not provided. b. Pages 16 20: Provide justification for the percentage trip distribution of traffic accessing the site by turning right on Davis Avenue S. If additional signage directing vehicles to the new MOB site and new parking garage will be provided at this intersection, please note it in the report. c. Page 21: The 277% for right turns from Talbot Road S. to S. 43rd Street should read 27%. d. Page 40: Recommend including a graphic depicting the alternate garage access and a figure showing the AM, Mid Day, and PM traffic volumes at the existing driveway on Talbot Road S. to be used for garage access. Also on this page, Table 6 in the first sentence under ALTERNATIVE GARAGE ACESS SCENARIO should read Table 10. ERC Mitigation Measures and Advisory Notes Page 5 of 7 ADVISORY NOTES TO _ __ PLICANT LUA16-000938 VLAN - manning Keview - Lana use Engineerling �teKie ,�, mments. Conta „lar►E ltz, *,'h s�,425, 430,72881 ifti=jarnesQrentanwa:gov e, Page 42: Appears that Table 10 in the third paragraph should read Table 12 and that Table 11 in the last paragraph should read Table 13. 3. Based on the City's review of the traffic volumes presented in the traffic report, the traffic analysis at the north road ( S. 177th Street / Talbot Road S. intersection should be expanded to address: a. Proposed signal phase operation. b. Evaluate the need for a southbound right turn drop lane on Talbot Road S, extending from the north road to north of the employee driveway. When evaluating the drop lane, compare scenarios with and without a traffic signal. c. Evaluate the need for an eastbound two lane (thru and left turn lane, separate right turn lane) exit for the north road. When evaluating the exit lanes, compare scenarios with and without a traffic signal. d. Evaluate the need for a wider throat and larger curb radius of the ingress lane from Talbot Road S, to the north roadway. Include discussion of potential backups from the existing narrow travel lane into the site. When evaluating the width of the ingress lane, compare scenarios with and without a traffic signal. e. The evaluation of items b d should also include comparison tables. 4. If the lot located at the intersection of Davis Avenue S. and S. 45th Place will be used for temporary staff parking or a construction laydown area, an additional section describing the impacts from the proposed use will be required in the report. 5. Based on the additional information provided above, City staff will determine if any additional frontage improvements are necessary as required by City code. DRAINAGE REPORT AND SITE PLAN COMMENTS 1. The drainage report submitted for the medical office building is incomplete and not to current standards. The drainage report shall comply with all of the requirements found in the 2017 Renton Surface Water Design Manual (RSWDM). In particular the drainage report and plans shall be revised to show how the project is meeting Core Requirement #9; On Site BMPs. The project shall meet the Large Lot BMP Requirements found in Section 1.2.9.2.2. On Site BMPs shall be evaluated for feasibility in accordance with Appendix C of the RSWDM. Porous concrete sidewalk (permeable pavement) is shown on the drainage and utility plan. Permeable pavement shall meet the standards provided in Section C,23 of the RSWDM. If permeable pavement is deemed infeasible by the requirements of this section, then additional 8MPs shall be evaluated in accordance with the standards found in Section 0.1.3.2 of the RSWDM. In addition, the flow control facility is sized using KCRTS. Per Chapter 3 of the 2417 RSWDM, flow control facilities shall be sized using WWHM, MGS Flood, or the Hydrologic Simulation Program Fortran. KCRTS is no longer an approved model for use with the 2017 RSWDM. 2. The 3" water meter is shown incorrectly. A 3" water meter needs to be in a vault with an external bypass per COR Standard Plan 320.4. Update the water plan to show a feasible location for this assembly. GEOTECHNICAL_ REPORT COMMENTS 1. The infiltration section of geotechnical report for the medical office building references the 2009 KCSWDM for the infiltration testing requirements. The medical office building will be reviewed under the 2017 RSWDM. Please have this section of the report updated to conform to the 2017 RSWDM requirements. In addition, the soils reports shall be amended as necessary to accommodate the infiltration BMP testing requirements to determine feasibility as found in Appendix C of the 2017 RSWDM. Section C.1.3 provides an overview of the soils report requirements for application of On Site BMPs. Additional feasibility requirements are found for each BMP in Section C.2. Fire, Rerilewr- Building do'f�firierit3 dontact:Corey Thamas:L45-!330 �Q24�cthotnas' 7 I @rent;ynrfa,org Recommendations: Environmental Impact Comments: 1. Fire mitigation impact fees are currently applicable at the rate of $0.87 per square foot of commercial medical office space. No charge ERC Mitigation Measures and Advisory Notes Page 6 of 7 ADVISORY NOTES TO... PLICANT LUA16-000938 rLHN - riannina Keview - Lana use `Fire Re-4iew" "B"UHd_1,ng Comxhertts contact , Gorey, ti"i rrtas"•1425 430-7024. j.cthomas@rentcnrfa.p�g:. for parking garage areas. Code Related Comments: 1. The preliminary fire flow is for the MOB is 1,500 gpm and 3,000 gpm for the parking garage, A minimum of one hydrant is required within 150 feet of the structure and other additional hydrants are required within 300 feet of the structures. Maximum fire hydrant spacing is 300 feet on center around the buildings. A looped water main is required to be installed around the parking garage building. It appears adequate fire flow is available in this area. 2. Approved fire sprinkler and fire alarm systems are required throughout the buildings. Dry standpipes are required in all stairways. Separate plans and permits required by the fire department. Direct outside access is required to the fire sprinkler riser room. Fully addressable and full detection is required for the fire alarm system. 3. Fire department apparatus access roadways are required within 150 feet of all points on the buildings. This requirement is not being met with the proposed site plan and is significantly affecting our access to existing buildings. Fire lane signage required for the on site roadways. Required turning radius are 25 feet inside and 45 feet outside. Roadways shall be a minimum of 20 feet wide. Maximum grade on roadways is 15%. Roadways shall support a minimum of a 30 ton vehicle and 75 psi point loading. 4. An electronic site plan is required prior to occupancy for pre fire planning purposes. 5. The buildings shall be equipped with at least one elevator in order to meet the size requirements for a bariatric size stretcher. Car size shall accommodate a minimum of a 40 inch by 84 inch stretcher. 6. The buildings shall comply with the City of Renton Emergency Radio Coverage ordinance. 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. Piannin 'Review COmrh'ahts " ooiac i G Cl se,1,425-430-7289 � eclose@reptvnwa g gov .... ............... .. ... .... . Recommendations: 1. RMC section 4 4 030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi family, new single family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m, and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 3. 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 Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31 st 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. 5. The applicant will be required to submit a Final Stream Mitigation Report and Maintenance and Monitoring proposal, In addition, the applicant will be required to comply with all the code requirements of RMC 4 3 050 Critical Areas. This includes, but is not limited to, placing the critical area within a Native Growth Protection Easement, providing fencing and signage, and providing the City with a site restoration surety device and, later, a maintenance and monitoring surety device. 6. The applicant may not fill, excavate, stack or store any equipment, dispose of any materials, supplies or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 7. The applicant shall erect and maintain six foot (6) high chain link temporary construction fencing around the drip lines of all retained trees, or along the perimeter of a stand of retained trees. Placards shall be placed on fencing every fifty feet (50') indicating the words, "NO TRESPASSING — Protected Trees" or on each side of the fencing if less than fifty feet (50'). Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on four (4) sides. In addition, the applicant shall provide supervision when ever equipment or trucks are moving near trees. 8. This permit is shall comply with the Bald and Golden Eagle Protection Act. The permitted is responsible for adhering to the U.S. Fish and Wildlife Service National Bald Eagle Management Guidelines (2007) and for your U.S. Fish and Wildlife Service permit. ERC Mitigation Measures and Advisory Notes Page 7 of 7 RentrITV on NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE -MITIGATED {DNS -M} A MUM AppRnelon has 1,114 RNd sb a,mptad with Lhr Gaparbnah of CUAanurdtr 6 Eddricenk DavakF-et ILEoj-Plann'Ing DIM"ofthl Of, of Ranhan. The hAreinlbrar, dasatbuthf VOI.l and the Iwaduary Publil AN—b. DATE OF Maria OF WPI E IGN: DrtlmberlD, 3016 LAND USE NUMMA: WN6A012938, Frj. BSP. S", MGD, M0D PROJECT NAME VW Mads of 0f6 Hull din, S North 6rrge Eraankn PRDIECTDEECRIFnON: Theappllnnt b"ll" If BindIM 50e PNn PmentlmenC Neulnl Examiner Srle Porn. Envuavnenpl ISEPA) rhea, a street modNlndon, and a pxklrib meddlatbn m CGnstrurb a S.M., 15IJ,CDO square Iprt medlral oFlka huddVy and a T-Rnpr L13fi stall paNiy lanlr orpandO0 al U W Yallay Medlol Centx. Both rytyuru woultl de cumtruRrd ovx sWt re parklnE aleny She north dde e}the haapTa' ompNs locetatl a e0a S 43rd 51 The mEaI enrr, b0idlnl Intl Vdran underlround 0.-1—Era en Ip the main hpapftel, a paderVla, hTdle to Phe IM -11". and the Reale-- plpn %dud. a Ilan veNII a— nmp from n the uppx tka, film T11bot Rd i The ndsPaal Idle 1s appmdma[rly 5.7 aces 1147,964 slf and Intlutles several a Utlrrl jOM and ane"'"' The p"Rd 4 kkated """n the "S"' del R MWEd WE IO U) l,nd use deslpmtlen and the Cemmem- 11Ra (h Lorre and Ind -dM a Type F Stream, Nie eEMI ft_ds, muMnre griddidr HuardeS. C,mm�Wuhfed Ioffi Ird wetlands. Censtruct3an b emlmatrdm prlln APhl lgl7.The veopoW Idvdu m urtleryqund detendil—It. Thr pr ole. wai,ld he bull) In tore (i) pl+uee. fha alrayr f,"MIO, E6kuxd by 111 medial mike Wtdang. MCUER LOCATION: 40U343rd St, ReenO, WA9E055(Main Hupldl Campus) OPTIONAL DETERMINATION DF N0Nd10NINGNCE, MMIZATEO IDNS-M)., M the Lead Apenry, the City of Renton has d.fi Rd Shat sllnllunt enWrwunenW "' rm are u RuI to roust five, the apposed W.JerL Tharafen, as MWITied antler the ACW 43.31L11D, the very of Ramon k rldnl The CobOnal DNjM ,,,eu m eNe notion that a DNSM Is IINEIy a he issued. Comment pertods for the prP- and n. pnperrd DNS.M an Ineelratrd hater a sin lie ment P-04 There will Mne wmment pedpd FOIJIMIJ the bsuann of the Threshold 0ttxmlngion of Npn- WifiUrMMIV1aW (DNSMI, Th6 mar b• the Only SIPPortunity n Comment or the em4ronmenMl SmFOM 01 She 7Pwal. Au-dayapM,SperiodwN[Gila, the bs wOfthe MS.M. PERMR APPUGTI0M DALE; Decanber11,3DT6 NpTItE OF CDMPLETEA KATION: DeL WrM,2910 APPUGMa1PR01ECT C0NIACr P{NSGN; MahNa GVllanae, N661f333 YElEMa NJSxMa, WA% 109/ I3p6J 3lsw9ol mNdanu�rlBMcom per-witevlrw P"eflad: 9lnd"It She Pbn Amandme e. Nearin, E,nmineI Plan, Em,14OS nhiISEAAI revle., Street Mnd'AntW4 and Parklry MotllOwMn DFher PE-eb, whi h may See '"411 6ulltllnl Permit, tprutruroon F,mmIT Requeatad Shtllu; ArboWat Repmt, 6kaollral AuaSanuiVCrt[kal AruSSntly, TrNXnlnary 1rsMkg lnrwmatkw Raveari TradRr Impart rwNA Parkby Pgnranl Stull, all 6eoterlaMnl Enlbiaanrr25tudltl IFyOu ,avid IS, 1, de made a pagY of ,mrd m ISOSI kEI IMemnEdgn on thb ,Opmd p,olert, r ,ni, thl, form and norm re, Cdy nl REnl m, CFD-plamarf{ DWhIws,1055 So. Gndy Way, Armon, WA 98057. N—JR1e NES.: VMC Madhsl 0MI, euihl,l 6 North Garel" Seda—b D}416000936, ECF, RSP, SA.N, MOO, MX NAME: MAILINGADDRE55: LitYlSTATEMP; I URH0NE NO. CERTIFICATION Len appOUWv may be nM 11Ap>,-nrsxst n(rymrtw,l[Yd Frursarirerutlupmant JUDI- Plarnlnl DlWsion, Shlb Floor Panton CmV All, MS Sultry Grady Way. Renmm WA 96057 PUSUCXF FING: Public nntin.e JS SlnfatWeN srbtlrn.n T Renton CItyH II lon[ed at 10555duth Gndy WSylW On The 7th floor or C0k!IS1WCY WMVICW; IGnlnl/Lntl Use; The.bJta Site hes a 6e911nation nl tprrPNayMlA Mia.d U,e l[NRJ}Gn the COmprahemi.e stab V. MES,and [omnia, Ial 0100E ICGI m the Otv,,?O,[r, Map. EmrlrgimanyJ DOSwrwsrb Txat E'Mume the I", Pr,, EnNronI ISEFAJ M,,llst 0-ealopmxd Rmlr6on Wed FO, Pmfatt Mlda, o Thr prudes will he Sub]en SO the Olys SEPA wdlnantb, RMC 43- Oft 4-71a-9 a n d other appllsaMe pp du and niif. lion esa 1308, Igroprlele. Prpppyed Mklptfm M._,_ The IaGmWn6 Mi IMI Maatvru will Ilkely he Imposed on d're proposed "'J"M These remmmenMtl MltlAatlprr Meuuru address ProJett Impar¢ not coverts by WsUrq rpdrf and rgF,iatlwu u dnd aha„r, prv/ert'a""Mrtlnn "half be regldred to ea"I with the «mrNmerfdaHons found in the Geatedhnloar Studies rompreted by GmEnglneers Inc. for the Medka) ire Building (dated September 76, 2076) and the Grotechrtfctd Study for theking dote. par Gorape FxpaTu7on (dated August 7, 2076) or updated reports STU&Mftted at o kter Comments m thf abase "I mug be euhmfth d In wdnnl to Old N. Cb., Senses Plamer, CEO - PlamAsl Dluh{On, )OSS S-th Gndy Wly, MEMO-, WA 96097, by S:W pM on Jynuary 3, dY 3017, Thb a a" 1e al. fanmla Idradulad I— publk helrHrpon FeMYery23. 3037, a111dM am. CO_,,, Cha mhm, Sryenth Flow, Rennin Gh Nell, 1055 6MIh Gndy Way, Need„ If y art Ir --Ed in MISS p the hnathy, plea. -- the ITI 0lvldon m rethatthehea W htlnothienrerdsSEEfli of{425)i3ME578. idlewnl the bluaeq of the SEpA DeterminWon, you may q..6 I tl the k p.p and,aunt yaw:,wise'Iff-InetM prupoW W rr the Mean 1+pV have quudnns atwW NN pfpposel, w Wfh [o be madfa M ecpr n biminer. d 0",co—thea'R'tgmane _AO party ! dartlMe"adtlMoyII,O,mathl, all. ardwie bee -0-1 F., dehrkm on LFbnewho sudmiLLwit- Lnmmenu W11I automaVglly become a partyal remrtl prelrrc CONTACT PERSON; Clark H. Cruse, Senlor Planner, Tel; (425) 438.7284; Email: DEIOse@rentonwa.gov Renton JOI 1, GLftr— Y. C LD�6- hereby certify that "Z copies of the above document were posted in 2 conspicuous places or nearby the described property on Date: Z 20 fG Signed: STATE OF WASHINGTON ) SS COUNTY OF KING ) certify that I know or have satisfactory evidence that i i I • C l v sem' signed this'instrument and acknowledged it to b Dis�irTfree and voluntary act for the uses and purses mentioned in the instrument. Dated: ppwF ]r��f ' Nota ublic in and for the State of Washington ON o�A"�H �q,5 Notary (Print): -•" =z 13" :F ovly appointment expires: c G' 8-2°� elf 1y1111hYA\\�,� `N EOF WP,S On the 20th day of December, 2016, 1 deposited in the mails of the United States, a sealed envelope containing Notice of Application and Acceptance documents. This information was sent to: Agencies See Attached 300' Surrounding Properties See Attached Melanie Gutierrez Applicant Becky Hardi Contact Daniel Pedersen Contact Public Hospital District #1 King Co Owner 1 n` (Signature of Sender): STATE OF WASHINGTC(W ) ) SS COUNTY OF KING ) �. I certify that I know or have satisfactory evidence that � L LYi�„�� signed this instrument and acknowledged it to be her their free and voluntary act for the uss* pi�kPp� � mentioned in the instrument. Y VLo�� >: v s J Dated:; %d: �*tic Nota Public in and for the State of VVA�`Ilnr 4tiNN� ��HING� ��• N o ta ry (P ri nt): My appointment expires: llULUAIC6-000938, Medical Office Building & North Garage Expansion ECF, BSP, SA -H, MOD, MOD template - affidavit of service by mailing AGENCY (DCBE) LETTER MAILING (ERC DETERMINATIONS) Dept. of Ecology ** Dept. of Ecology ** Muckleshoot Indian Tribe Fisheries Dept. ** Environmental Review Section Attn: Misty Blair Attn: Karen Walter or SEPA Reviewer PO Box 47703 PO Box 47703 39015 — 172nd Avenue SE Olympia, WA 98504-7703 Olympia, WA 98504-7703 Auburn, WA 98092 WSDOT Northwest Region * Duwamish Tribal Office * Muckleshoot Cultural Resources Program ** Attn: Ramin Pazooki 4717 W Marginal Way SW Attn: Laura Murphy King Area Dev. Serv., MS -240 Seattle, WA 98106-1514 39015 172nd Avenue SF PO Box 330310 Auburn, WA 98092-9763 Seattle, WA 98133-9710 US Army Corp, of Engineers * KC Wastewater Treatment Division * Muckleshoot Cultural Resources Program ** Seattle District Office Environmental Planning Supervisor Attn: Erin Slaten Attn: SEPA Reviewer Ms. Shirley Marroquin 39015 172nd Avenue SE PO Box C-3755 201 S. Jackson ST, MS KSC-NR-050 Auburn, WA 98092-9763 Seattle, WA 98124 Seattle, WA 98104-3855 Boyd Powers *** WDFW - Larry Fisher* Office of Archaeology & Historic Preservation* Depart. of Natural Resources 1775 12th Ave. NW Suite 201 Attn: Gretchen Kaehler PO Box 47015 Issaquah, WA 98027 PO Box 48343 Olympia, WA 98504-7015 Olympia, WA 98504-8343 KC Dev. & Environmental Serv. City of Newcastle City of Kent Attn: SEPA Section Attn: Tim McHarg Attn: Charlene Anderson, AICP, ECD 35030 SE Douglas St. #210 Director of Community Development 220 Fourth Avenue South Snoqualmie, WA 98065 12835 Newcastle Way, Ste 200 Kent, WA 98032-5895 Newcastle, WA 98056 Metro Transit Puget Sound Energy City of Tukwila Senior Environmental Planner Wendy Weiker, Community Svcs. Mgr. Jack Pace, Responsible Official Gary Kriedt 355 110`h Ave NE 6200 Southcenter Blvd, 201 South Jackson Street KSC-TR-0431 Mailstop EST 11W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98004 Seattle Public Utilities Puget Sound Energy Jalaine Madura, Doug Corbin, Municipal Liaison Mgr. Attn: SEPA Responsible Official 6905 South 228`h St 700 Fifth Avenue, Suite 4900 Kent, WA 98032 PO Box 34018 Seattle, WA 98124-4D18 *Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the Environmental Checklist, Site Plan PMT, and the Notice of Application. **Department of Ecology is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email address: sepaunitfecy.wLZj)%. ** Karen Walter, Laura Murphy and Erin Slaten with the Muckleshoot Indian Tribe Fisheries Dept. are emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice to the following email addresses: KW !ter[ilrnuckleshoot.rsn.0 / Laura.myLp-hy0muckeshoot.nsn_US erin.sl:�ten(��rr�ur'kle;hpot.rtsn.u, ***Department of Natural Resources is emailed a copy of the Environmental Checklist, Site Plan PMT, & Notice the following email address: sepacerterrdnr,wa r:av template - affidavit of service by mailing January 20, 2017 Clark H. Close Senior Planner Renton City Hall 1055 South Grady Way Renton, WA 98057 Subject: Responses to: "On I lold" Notice VMC Medical Office building & North Garage Expansion, LUAIG- 000938, ECF, BSP, SA -H, MOD, MOD Dear Mr. Close: Attached are our responses to the issues that were raised in the January 10, 2017, letter: Question 1 -- The Arborist report indicates that there is a Douglas -fir Landmark Trees (trees over 30 inches in diameter) that occurs within the wetland/stream buffer that is proposed to be retained. This Douglas -fir tree (r343) is listed as a tree in fair` condition, 36 -inch DBH and located within 20 feet of the proposed parking garage. Conversely, the tree retention plan is identifying tree 9343 as an existing evergreen tree to be removed. Please provide a statement that indicates which submitted report or plan is correct. Revise the resubmit the corrected report or plan. Response: Due to relocation of water main and grading proposed in the back of new garage, the Douglas -fir Tree cannot be saved and needs to be removed. Arborist report is going to be updated to address this comment. Question 2 - Address the attached Utility and Transportation Comments for Valley Medical Center Memorandum from tan --Fitz .lames, Civil Plan Reviewer. Response: Responses to Ian-Fitz's comments on Transportation questions is included in this letter and will also he followed up prior to the Public hearing with an "updated Traffic Analysis Report." Question 3 - Talbot Road ,S is classified as a collector arterial. Per RMC 4-6- 060, a collector arterial with three lanes has a required right-of-way (RDW) width of'94feel. The required pavement width is 57 feet consisting of two (2) 10 fool wide travel lanes, one (1) I�foot wide center left turn lane, two (2) 5 - foot wide bike lanes, and 8 feet of parking on each side of the street. A 0.5 foot wide curb, 8 -foot wide planter, and an 8 foot wide sidewalk, on each side of 223 YALE AVENUE NORTH WA 98109 T) 206 223 5555 FI 206 621 2300 Clark H. Close City of Renton January 19, 2017 Page 2 the street, are also required. Per the King Count'v Assessors Map, the current RO�� width, fbr Talbot Road S is 60 feet. A ROW dedication of'approximately 17 feed would be required along the project frontage_ The current paved roathi,ay width is approximately 11 feet. An approximately b foot wide concrete .sidewalk sits Behind the existing 0.5 -foot wide concrete curb adjacent to the site. A .formol .street modification request, pursuant to RMC 4-9-250D, would he required to deviate (i.e. retain the existing improvements along Talbot RdS),from the idenlifr'ed c ode requirements. Response: Per our site work with City of Renton staff, it does not make sense to widen Talbot Road right away along the small frontage of this project development edge, since the rest of Talbot Road does not meet the wider standard. Please see Attachment 41, requesting to deviate from the formal street modifications. Per RMC 4-9-250D. Question 4 - A King County Wastewater -Treatment Division (WTD) WT'D,facilidy. the South Benton "Trunk setiver line, is located near the proposed project location (see enclosed record drawing). In order to protect this wastewater facility during construction, W -1'D is requesting that the project proponent .stibmit construction drawings,finr the project, so that 47D can assess its potential impacts. Please acknowledge that drawings must be sent to Mark Lamparcl Local Public Agency Coordinator, KingCounty WTD, Project Management Cnit. Response: We are contacting and coordinating to submit a copy of our construction drawing to Marie Lampard at King County Wastewater Division. Question 5 -Address the following Technical Services Department comments for the submitted At Amendment to the Valle.v Medical Canter. North Campus Binding Sile Plan. Response: The survey items listed below will be revised/corrected as part of the "final" site plan submittal. Also, please see "Bush, Roed & Hitchings Inc." Attachment 42 that responds to all the listed items to be revised. • Acid L(12116-000938 and I VD35-0019 in designaled.spaces. • Add the recording information in the header at the top of the sheets to state what BSP this is amending for clarlfrcution. • Please add Basis of Bearing. • Please addstatement regarding coordinate system as the coordinates are listed ott Sheet 2, Clark H. Close City of Renton January 19, 2017 Page 3 • Please add equipment used. • Please add date the monuments were visaed. • Please address ifcorners will be set,for the new lots. Ifnot planned, slate as such. • No Surveyor stamp was , found on any .sheet Please add • Please add notes as uppropriole for cm_v covenants to be added or to reinain.f •om the previous BSP. • Remove City Engineer signature line ftom the Approval Note. • Sheet "' is pretty busy ivith the information shown as is. _add an additional sheet wish Just the lots will help to more clearly show the old vs, new lines but also the revised Lot numbers_ On Street 2, it would also he helpful to remove the Access Road Centerline. This easement centerline is clearly shown on Sheets 3 and 4. • On Sheels 2, 3 and 4, the neve lot line fi)r Lot 8 appears to extend past the north .boundary line. Also please corlfirin the dimension associated with the line. • Label the setback between the existingparkinggarage on Lot 8 and the newproperlyline (Parcel ILot?). • Label the setback between the R.O.C,'. building_ on Lot 3 and the nein properl>>line (Line 1,2), TRAFFIC IMPACT ANLAY,SIS COMMENTS Question b - The Traffic Impact Analysis prepared by Walker Parking Consultants dated October 17, 2016 has been reviewed by City staff. City staff agrees with the finding that traffic signal is warranted at the north road /S. 177th Street / Talbot Road S. intersection. however, the following items (expansions, additions, and clarifications) are required to address City concerns with traffic impacts resulting from this project and to meet City Traffic Impact Analysis guidelines. Response: Traffic Impact Analysis comments 6-10 will be revised and addressed in an updated report, to be resubmitted prior to public hearings. The report will include diagrams and sketches of conditions and solutions. a. Per the Traffic Impact Analysis (TIA) Guidelines published by the City, the TIA needs to be signed and stamped by a licensed professional engineer with adequate experience in transportation planning and traffic engineering. Please provide a resume of traffic engineering experience of the engineer. for the City project records. Response: As part of the updated traffic analysis additional resume information will be included and will include stamped documents by licensed engineer. Clark H. Close City of Renton January 19, 2017 Page 4 b. Accident history and analysis is needed at the intersections of the four site accesses/ driveways with Talbot Road S., particularly at the north road /S. 177th Street/ Talbot RoadS. intersection; and at the S. 43rd Street and Davis Avenue S. intersection. c. Add discussion of existing operational characteristics at the four accesses /driveways with Talbot Road S., particularly at the north road /S 177th Street / Talbot Road S. intersection; and at the S. 43rd Street and Davis Avenue S. intersection. Response: The updated traffic analysis report will address the driveways and intersections noted. Sketches and diagrams will be added to describe the areas. d. Add discussion ofproposed operational characteristics of the employee garage ramp and driveway (i.e. one-way in or two-way), e. Expand discussion of bicycle and pedestrian facilities to include existing pedestrian activity (i.e. pedestrian volumes if available), amenities (i.e. crosswalks, ADA curb ramps, pedestrian signals, etc.), safety, and any increase in pedestrian and bicycle activity from the project, including potential crosswalk and pedestrian crossing traffic control improvements. Response: We agree all of the items noted above will be included both in the updated traffic analysis as well as updated on the site plan drawings for the "final" site plan approval submittal. f. Include a vehicle queuing analysis using Synchro at the four accesses /driveways and Talbot Road S, S. 43rd Street and Talbot Road S., and S 43rd Street and Davis Avenue S. Synchro printouts should show queuing for the SO and 90 percentile. Response: The queuing analysis will be included in the updated traffic analysis. g. Add discussion of existing lane configurations and potential future lane configurations. Discussion particularly should include lane configurations at the intersection of the north road and Talbot Road S., and at the intersection of the employee driveway and Talbot Road S. Response: Additional discussion and sketches will be included in the new updated traffic analysis report. Question 7 -The following minor edits were found by City staff when reviewing the report. Please make the_following changes. a. Page S: First paragraph under "EXISTING TRAFFIC VOLUMES", "and 9:00 AM" in Clark H. Close City of Renton January 19, 2017 Page 5 the third sentence should be relocated to follow after "7:00 AM" in the second sentence. Also, the source of the existing volumes at the S. 43rd Street and Talbot Road S. intersection is not provided. Response: These items noted in 2a will be updated in the updated traffic analysis report. b. Pages 16-20: Provide justification for the percentage trip distribution of traffic accessing the site by turning right on Davis Avenue S. If additional signage directing vehicles to the new MOB site and new parking garage will be provided at this intersection, please note it in the report. Response: Additional information will be included in the updated traffic analysis report. c. Page 21: The 277% for right turns from Talhot Road S to S. 43rd Street should read 27%. Response: Agreed. Revision to be made on updated traffic analysis report. d. Page 40: Recommend including a graphic depicting the alternate garage access and a figure showing the AM, Mid -Day, and PMiraffic volumes at the existing driveway on Talbot Road S. to be used for garage access. Response: Agreed. The graphic sketch will be included in the updated traffic analysis report. Also on this page, Table 8 in the first sentence under ALTERNATIVE GARAGE ACESS SCENARIO should read Table 10. Response: Change will be included e. Page 42: Appears that Table 10 in the third paragraph should read Table 12 and that Table 11 in the last paragraph should read Table 13. Response: The revision will be included in the updated traffic analysis report. Question 8 - Based on the City's review of the traffic volumes presented in the traffic report, the traffic analysis at the north road/ S. 177th Street /Talbot Road S. intersection should be expanded to address: Response: The updated traffic analysis report will be revised to address questions Sa — Clark H. Ciose City of Renton January 14, 2017 Page 6 8e. Comparison tables will be included. a. Proposed signal phase operation. b. Evaluate the need for a southbound right -turn drop lane on Talbot Road S. extending from the north road to north of the employee driveway. When evaluating the drop lane, compare scenarios with and without a traffic signal. c. Evaluate the need far an eastbound two-lane (thru and left turn lane, separate right turn lane) exit for the north road. When evaluating the exit lanes, compare scenarios with and without a traffic signal. d. Evaluate the need for a wider throat and larger curb radius of the ingress lane from Talbot Road S. to the north roadway. Include discussion of potential backups from the existing narrow travel lane into the site. When evaluating the width of the ingress lane, compare scenarios with and without a traffic signal. e. The evaluation of items b -d should also include comparison tables. Question 9 -If the lot located at the intersection of Davis Avenue S. andS. 45th Place will be used for temporary staff parking or a construction laydown area, an additional section describing the impacts from the proposed use will be required in the report. Response: Valley Medical Center will not be including this area for temporary parking in this site plan approval. Question 10 - Based on the additional information provided above, City staff will determine if any additional frontage improvements are necessary as required by City code. Response: Any City requirements determined to be added based upon street and intersection analysis will be added to site plans and included in the "final" site plan approval submittal. DRAINAGE REPORT AND SITE PLAN COMMENTS Question 11— The drainage report submitted for the medical office building is incomplete and not to current standards. The drainage report shall comply with all of the requirements found in the 2017 Renton Surface Water Design Manual (RSWDM). In particular the drainage report and plans shall be revised to show how the project is meeting Core Requirement #9: On -Site BMPs. The project shall meet the Large Lot BMP Requirements found in Section 1.2.9.2.2. On - Site BMPs shall be evaluated for feasibility in accordance with Appendix C of the RSWDM Clark H. Close City of Renton January 19, 2017 Page 7 Porous concrete sidewalk (permeable pavement) is shown on the drainage and utility plan. Permeable pavement shall meet the standards provided in Section C. 2.7 of the RSWDM If permeable pavement is deemed infeasible by the requirements of this section, then additional BMPs shall be evaluated in accordance with the standards found in Section C. 1. 3.2 of the RSWDM. In addition, the flow control facility is sized using KCRT.S. Per Chapter 3 of the 2017 RSWDM, flow control facilities shall be sized using WWHM, MGS Flood, or the Hydrologic Simulation Program Fortran. KCRTS is no longer an approved model for use with the 2017 RSWDM Response: Drainage report prepared for Valley Medical office building was prepared at a time that City of Renton 2017 drainage manual was not available and the report was preliminary in nature. We have updated our report to indicate that Valley Medical office building site development for storm drainage requirement shall meet 2017 RSWDM. We have also added the evaluation report prepared by geotechnical engineer for feasibility of any infiltration potential to our report. This report is preliminary and wilt be finalized when submitted for building permit submittal. Question 12 - The 3 " water meter is shown incorrectly, A 3 " water meter needs to be in a vault with an external bypass per COR Standard Plan 320.4. Update the water plan to show a feasible location far this assembly. Response: 3" water meter shown was just for reference only and will be coordinated for location and construction detail when site plan is finalized and location is coordinated with plumbing plan. We have updated our plans to reference that, the meter shall be per City of Renton standard plan 320.4. GEOTECHNICAL REPORT COMMENTS Question 13 - The infiltration section of geotechnical report for the medical office building references the 2009 KCSWDMfor the infiltration testing requirements. The medical office building will be reviewed under the 2017 RSWDM. Please have this section of the report updated to conform to the 2017 RSWDM requirements. In addition, the soils reports shall be amended as necessary to accommodate the infiltration BMP testing requirements to determine feasibility as found in Appendix C of the 2017 RSWDM. Section C. 1.3 provides an overview of the soils report requirements for application of On -Site BMPs. Additional feasibility requirements are found for each BMP in Section C, 2 Response: We will update the infiltration section of geotechnical report for medical office building to reference 2017 RSWDM. We acknowledge that Clark H. Close City of Renton January 19, 2017 Page 8 medical office building storm design criteria shall be in accordance with City of Renton 2017 Surface water design manual. All of infiltration BMP's shall be evaluated and incorporated into final design plan at the time of building permit submittal. If you have any questions please do not hesitate to call me at 206-223-5096 or bgraagg_@nbbj.com. Thank ypu, Bill Gragg, AIA Senior Associate NBBJ Enclosures: Attachment 91 "Deviation from Street Modification Letter Attachment 42 "Responses to Survey drawing comments" nbb www nbbj.coni Attachment #I January 20, 2017 City of Renton Planning Division 1055 South Grady Way Renton, WA 48057 Re: Land Use Application Submittal for U.W. Medicine/ Valley Medical Center —Medical Office Building and North Garage Expansion and Link Connections Dear Mr. Close This letter is provided to formally request modifications from RMC 4-6-060(FX2). The modification is the request to allow for the reduction in right -of way width for Talbot Road South (Collector Arterial Road) to retain the existing improvements along the road. RMC 4-6-060(F)(2) Background Talbot Road S. is currently developed with approximately 44 -feet of pavement width, 6ft of side walk, 5ft bicycle lanes, 8ft planters, curb and gutter, all on both sides. Modification Requested RMC 4-6-060, Street Standards, F. Public Street Right -Of -Way Design Standards: A collector arterial requires 94 -feet of right-of-way, 4] -feet of pavement width, 8 -feet of planter strip between curb, and 8ft sidewalk on both sides. We propose to hold the existing curb line and 6 - foot wide sidewalk. Per the City of Renton Modification Submittal Requirements, in order to approve a modification request, the following six conditions must exist: 1. Substantially implements the policy direction of the policies and objectives of the Comprehensive Plan Land Use Element and the Community Design Element and the proposed modification is the minimum adjustment necessary to implement these policies and objectives. 2. Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by the Code requirements, based upon sound engineering judgment. 3_ Will not be injurious to other property (ies) in the vicinity. 4. Conforms to the intent and purpose of the Code. 5. Can be shown to be justified and required for the use and situation intended. 6. Will not create adverse impacts to other property (ies) in the vicinity. nbbj City of Renton Planning Division January 20, 2017 Page 2 Justification 1. The City's goal is to maintain the Minimum Design Standards for Public Streets and Alleys for Talbot Road. However, because the project parcel that abuts Talbot is small, any improvements to meet the minimum design standards would not accomplish the intended goal of the code. 2. The modification will meet the objectives and safety, function, appearance, environmental protection and maintainability by the Code. 3. Approval of the modification request would not affect the surrounding properties. 4. As discussed above, the modification conforms to the intent and purpose of the Code. 5. The City has determined, per pre -application notes that the existing curb line and concrete sidewalk at the back of curb and current street channel ization shall remain in place pending the findings of the traffic impact analysis. 6. There are no similar improvements in the vicinity and there is little likelihood that the improvements will be needed or required in the next (10) years. Thank you for your time and review; should there be any questions please let us know. Sincerely yours, P --M nie Gutierrez Project Coordinator NBBJ Contact information: Email: mgutierrez(a-Mbbj.com Phone: (206) 515-4690 Bill Gragg Email: bgraggaambbj.com Cell: (206) 719-7464 Address: 223 Yale Ave. N, Seattle, WA 98109 p1, R❑ EO OJ y' 1� H z Attachment #2 January 19, 2017 Mr. Clark Close, Planner City of Renton 1055 South Grady Way Renton, WA 98057 RE: VMC Binding Site Plan Letter dated January 10, 2017 from City of Renton Planning Department Dear Melanie, In response to the above letter I have comments as noted below. - Add LVA 16-000938 and LND 35-0019 in designated spaces. o Completed Add the recording information in the header at the top of the sheets to state what BSP this is amending for clarification. o Not completed as this is not typical. I have added the recording information to the sheets 2, 3 and 4 of the survey. The recording information is also shown in the legal description. Please add Basis of Bearing o Completed. Added BOB to sheet 2. - Please add statement regarding coordinate system as coordinates are listed on sheet 2. o Completed. Please add equipment used. c Completed Please add date the monuments were visited. o Completed. Please address if corners will be set for new lots. if not planned, state as such. o Completed. Clarified note on sheet 2 showing location of monuments to be set. No surveyor stamp found on any sheet. Please add. o Completed. Please add notes as appropriate for any covenants to be added or to remain from the previous BSP. o Completed, but needs review from VMC counsel. - Remove City Engineer signature line from the Approvl Note. c Completed. - Sheet 2 is pretty busy with the information shown as is. Add an additional sheet with just the lots will help clearly show the old vs. new lines bus also the revised lot numbers. On sheet 2, it would also be helpful to remove the Access Road Centerline. This easement centerline is clearly shown on sheets 3 and 4. c Partially completed. Access Road Centerline removed from sheet 2. New lot lines where made bolder to help clarify new lot line be created. - On sheets 2, 3, and 4, the new lot line for lot 8 appears to extend past the north boundary line. Also, please confirm the dimension associated with the line. o Completed. Line north of boundary is adjoining property line. The dimension as shown is correct. Changing the new lot line widths will help clarify. BRH - Land Surveyors & Civil Engineers 2009 Minor Avenue East, Seattle, WA 98102-3513 Phone: (206) 323-4144 I (800) 935-0508, Fax: (206) 323-7135, Internet: www.brhinc.com Page 2 Bush, Roed & Hitchings, Inc. Label the setback between the existing parking garage on Lot 8 and the new property line (parcel I lot 2) o Completed. Label the setback between the R.D.C. building on Lot 3 and the new property line (line 12). o Completed. We will be adjusting the property line to match the property existing offset for the North side of the R.O.C. Sincerely, BUSH, ROED & HITCHINGS, INC. Taylor R. Schulte, P.L.S. Survey Project Manager CITY OF enton i NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE -MITIGATED (DNS -M) A Master Application has been filed and accepted with the Department of Community & Economic Development {CED) — Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: December 20, 2016 LAND USE NUMBER: LUA16-000938, ECF, BSP, 5A -H, MOD, MOD PROJECT NAME: VMC Medical Office Building & North Garage Expansion PROJECT DESCRIPTION: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, a street modification, and a parking modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 S 43rd 5t_ The medical office building includes an underground tunnel connection to the main hospital, a pedestrian bridge to the garage, and the garage expansion includes a staff vehicular access ramp from to the upper floors from Talbot Rd S. The hospital site is approximately 5.7 acres (247,967 sf) and includes several existing lots and one tract. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zone and includes a Type F stream, high erosion hazards, moderate landslide hazards, regulated slopes, and wetlands. Construction is estimated to begin April 2017. The proposal includes an underground detention vault, The project would be built in two (2) phases, the garage expansion followed by the medical office building. PROJECT LOCATION: 400 S 43rd St, Renton, WA 98055 (Main Hospital Campus) OPTIONAL DETERMINATION OF NON -SIGNIFICANCE, MITIGATED (DNS -M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43,21C.110, the City of Renton is using the Optional DNS -M process to give notice that a DNS -M is likely to be issued. Comment periods for the project and the proposed DNS -M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non - Significance -Mitigated (DNS -M), This may be the only opportunity to comment on the environmental impacts of the proposal. A 14 -day appeal period will follow the issuance of the DNS -M. PERMIT APPLICATION DATE: December 12, 2016 NOTICE OF COMPLETE APPLICATION: December 20, 2016 APPLICANT/PROJECT CONTACT PERSON: Melanie Gutierrez, NBBJ / 223 Yale Ave N / Seattle, WA 98109 / (206) 515.4690 / mgWerrez@NBBJ.com Permits/Review Requesied: Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, Street Modification, and Parking Modification Other Permits which may be required: Building Permit, Construction Permit Requested Studies: Arborist Report, Biological Assessment/Critical Areas Study, Preliminary Technical Information Reports, Traffic Impact Analysis, Parking Planning Study, and Geotechnical Engineering Studies if you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED — Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: VMC Medical Office Building & North Garage Expansion / LUA16-000938, ECF, BSP, SA -H, MOD, MOD NAME; I V. I 1 Z y I V iA —�5 MAILING ADDRESS: 17 4 1 ��— boo T6 5WI O 3011 CITY/STATE/ZIP: (�l TELEPHONE NO.: � ly"SOLO0 determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C the City of Renton is using the Option S -M process to give notice that a DNS -M is likely to be issued. Com...-nt periods for the project and the propos—, JNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non - Significance -Mitigated (DNS -M). This may be the only opportunity to comment on the environmental impacts of the proposal. A 14 -day appeal period will follow the issuance of the DNS -M. PERMIT APPLICATION DATE: December 12, 2016 NOTICE OF COMPLETE APPLICATION: December 20, 2016 APPLICANT/PROJECT CONTACT PERSON: Melanie Gutierrez, NBBJ / 223 Yale Ave N / Seattle, WA 98109 / (206) 515-4690 / mgutierrez@NBBJ.com Permits/Review Requested: Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, Street Modification, and Parking Modification Other Permits which may be required: Building Permit, Construction Permit Requested Studies; Arborist Report, Biological Assessment/Critical Areas Study, Preliminary Technical Information Reports, Traffic impact Analysis, Parking Planning Study, and Geotechnical Engineering Studies If you would like to be made a party of record to receive further information on this proposed project, complete this farm and return to: City of Renton, CED —Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: VMC Medical Office Building & North Garage Expansion / LUA16-000938, ECF, BSP, SA -H, MOD, MOD NAME; `.�`.. C `L 1 c; r f u U e- -'r 1 MAILING ADDRESS: CITY/STATE/ZIP: t��_, r Y l i '�? 1 `�"-2 TELEPHONE NO.: �5 If you would like to be made a pa ' record to receive further information o s proposed project, complete this form and return to: City of Renton, CED — Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: VMC Medical Office Building & North Garage Expansion / LUA16-000938, ECF, BSP, 5A -H, MOD, MOD NAME: )or t- �� irL' rS lC+'1� S ' MAILING ADDRESS: ,,VJJ I I —1-k L 2 TELEPHONE NO.: it CITY/STAT E/ZIP:P, /1 � L) ( .[) /4 t? �O S :S If you would like to be made a pa f record to receive further information a is proposed project, complete this form and return to: City of Renton,— Planning Division, 1055 So. Grady Way, Won, WA 98057. Name/File No.: VMC Medical Office Building & North Garage Expansion / EUA16-000938, ECF, BSP, SA -H, MOD, MOD NAME: MAILIN TELEPHONE NO.:�— 0 January 10, 2017 Melanie Gutierrez N BBJ 223 Yale Ave NE Seattle, WA 98109 Denis Law MayorIE;R Community & Economic Development C. E. "Chip" Vincent, Administrator SUBJECT: "Ori Hold" Notice VMC Medical Office Building & North Garage Expansion, LUA16-000938, ECF, BSP, SA -H, MOD, MOD Dear Ms. Gutierrez: The Planning Division of the City of Renton accepted the above master application for review on December 20, 2016. During our review, staff has determined that additional information is necessary in order to proceed further. The following information will need to be submitted before April 6, 2017 so that we may continue the review of the above subject application: ■ The Arborist report indicates that there is a Douglas -fir Landmark Trees (trees over 30 inches in diameter) that occurs within the wetland/stream buffer that is proposed to be retained. This Douglas -fir tree (#343) is listed as a tree in `fair' condition, 36 -inch DBH and located within 20 feet of the proposed parking garage. Conversely, the tree retention plan is identifying tree #343 as an existing evergreen tree to be removed. Please provide a statement that indicates which submitted report or plan is correct. Revise the resubmit the corrected report or plan. ■ Address the attached Utility and Transportation Comments for Valley Medical Center Memorandum from Ian -Fitz James, Civil Plan Reviewer. ■ Talbot Road S is classified as a collector arterial. Per RMC 4-6-060, a collector arterial with three lanes has a required right-of-way (ROW) width of 94 feet. The required pavement width is 57 feet consisting of two (2) 10 -foot wide travel lanes, one (1) 11 -foot wide center left turn lane, two (2) 5 -foot wide bike lanes, and 8 feet of parking on each side of the street. A 0.5 -foot wide curb, 8 -foot wide planter, and an 8 -foot wide sidewalk, on each side of the street, are also 1055 South Grady Way, Renton, WA 98057 • rentonwa,gov VMC Medical Office Bui & North Garage Expansion LUA16-000938, ECF, BSP, SA -H, MOD, MOD Page 2 of 3 required. Per the King County Assessor's Map, the current ROW width for Talbot Road S is 60 feet. A ROW dedication of approximately 17 feet would be required along the project frontage. The current paved roadway width is approximately 44 feet. An approximately 6 -foot wide concrete sidewalk sits behind the existing 0.5 -foot wide concrete curb adjacent to the site. A formal street modification request, pursuant to RMC 4-9-250D, would be required to deviate (i.e. retain the existing improvements along Talbot Rd S) from the identified code requirements. ■ A King County Wastewater Treatment Division (WTD) WTD facility, the South Renton Trunk sewer line, is located near the proposed project location (see enclosed record drawing). In order to protect this wastewater facility during construction, WTD is requesting that the project proponent submit construction drawings for the project, so that WTD can assess its potential impacts. Please acknowledge that drawings must be sent to Mark Lampard, Local Public Agency Coordinator, King County WTD, Project Management Unit. ■ Address the following Technical Services Department comments for the submitted 1st Amendment to the Valley Medical Center North Campus Binding Site Plan. o Add LUA16-000938 and LND35-0019 in designated spaces. a Add the recording information in the header at the top of the sheets to state what BSP this is amending for clarification. o Please add Basis of Bearing. o Please add statement regarding coordinate system as the coordinates are listed on Sheet 2. o Please add equipment used. o Please add date the monuments were visited. c Please address if corners will be set for the new lots. If not planned, state as such. a No Surveyor stamp was found on any sheet. Please add. o Please add notes as appropriate for any covenants to be added or to remain from the previous BSP. o Remove City Engineer signature line from the Approval Note. o Sheet 2 is pretty busy with the information shown as is. Add an additional sheet with just the lots will help to more clearly show the old vs. new lines but also the revised Lot numbers. On Sheet 2, it would also be helpful to remove the Access Road Centerline. This easement centerline is clearly shown on Sheets 3 and 4. o On Sheets 2, 3 and 4, the new lot line for Lot 8 appears to extend past the north boundary line. Also please confirm the dimension associated with the line. o Label the setback between the existing parking garage on Lot 8 and the new property line (Parcel I Lot 2). o Label the setback between the R.O.C. building on Lot 3 and the new properly line (Line L2). 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov VMC Medical Office Buil _ & North Garage Expansion LUA16-000938, ECF, BSP, SA -H, MOD, MOD Page 3 of 3 At this time, your project has been placed "on hold" pending receipt of the requested information. Please contact me at (425) 430-7289 if you have any questions. Sincerely, Clark H. Close Senior Planner Enclosure(s): Utility and Transportation Comments for Valley Medica; Center Memo from Ian -Fitz lames WTD facility, the South Renton Trunk sewer line, is located near the proposed project location (see enclosed record drawing) cc: Public Hospital District #1 King Co / Owner(s) Daniel Pedersen, Becky Hardi, / Contact Bill Gragg / Applicant Todd Thomas / Party of Record n 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: January 7, 2017 TO: Clark Close, Senior Planner FROM: Ian Fitz -James, Civil Plan Reviewer SUBJECT: Utility and Transportation Comments for Valley Medical Center LUA 16-000938 I have reviewed the application for the Valley Medical Center garage and medical office building located on the Valley Medical Center campus at 400 S. 43`d Street. The following items need revision for a complete site plan review. TRAFFIC IMPACT ANLAYSIS COMMENTS 1. The Traffic Impact Analysis prepared by Walker Parking Consultants dated October 17, 2016 has been reviewed by City staff. City staff agrees with the finding that traffic signal is warranted at the north road / S. 177" Street / Talbot Road S. intersection. However, the following items (expansions, additions, and clarifications) are required to address City concerns with traffic impacts resulting from this project and to meet City Traffic Impact Analysis guidelines. a. Per the Traffic Impact Analysis (TIA) Guidelines published by the City, the TIA needs to be signed and stamped by a licensed professional engineer with adequate experience in transportation planning and traffic engineering. Please provide a resume of traffic engineering experience of the engineer for the City project records. b. Accident history and analysis is needed at the intersections of the four site accesses / driveways with Talbot Road S., particularly at the north road / S. 177`h Street / Talbot Road S. intersection; and at the S. 43`d Street and Davis Avenue S. intersection. c. Add discussion of existing operational characteristics at the four accesses / driveways with Talbot Road S., particularly at the north road / S. 177th Street / Talbot Road S. intersection; and at the S. 43rd Street and Davis Avenue S. intersection. d. Add discussion of proposed operational characteristics of the employee garage ramp and driveway (i.e. one-way in or two-way). H:\CED\Planning\Current Planning\PROJECTS\16-000938.Clark`17-0107 LUA16-000938 Civil Plan Review Comments.docx 1-1 Valley Medica4 Center — LUA16-00938 Page 2 of 4 January 7, 7017 e. Expand discussion of bicycle and pedestrian facilities to include existing pedestrian activity (Le. pedestrian volumes if available), amenities (i.e. crosswalks, ADA curb ramps, pedestrian signals, etc.), safety, and any increase in pedestrian and bicycle activity from the project, including potential crosswalk and pedestrian crossing traffic control improvements. Include a vehicle queuing analysis using Synchro at the four accesses / driveways and Talbot Road S., S. 43`d Street and Talbot Road S., and S. 43`d Street and Davis Avenue S. Synchro printouts should show queuing for the 50 and 90 percentile. g. Add discussion of existing lane configurations and potential future lane configurations. Discussion particularly should include lane configurations at the intersection of the north road and Talbot Road S., and at the intersection of the employee driveway and Talbot Road S. The following minor edits were found by City staff when reviewing the report. Please make the following changes. Page 8: First paragraph under "EXISTING TRAFFIC VOLUMES", "and 9:00 AM" in the third sentence should be relocated to follow after "7:00 AM" in the second sentence. Also, the source of the existing volumes at the S. 43`d Street and Talbot Road S. intersection is not provided - b. Pages 16-20: Provide justification for the percentage trip distribution of traffic accessing the site by turning right on Davis Avenue S. if additional signage directing vehicles to the new MOB site and new parking garage will be provided at this intersection, please note it in the report. c. Page 21: The 277% for right turns from Talbot Road S. to S. 43`d Street should read 27%. d. Page 40: Recommend including a graphic depicting the alternate garage access and a figure showing the AM, Mid -Day, and PM traffic volumes at the existing driveway on Talbot Road S. to be used for garage access. Also on this page, Table 8 in the first sentence under ALTERNATIVE GARAGE ACESS SCENARIO should read Table 10. e. Page 42: Appears that Table 10 in the third paragraph should read Table 12 and that Table 11 in the last paragraph should read Table 13. Based on the City's review of the traffic volumes presented in the traffic report, the traffic analysis at the north road / 5. 177`h Street / Talbot Road S. intersection should be expanded to address: a. Proposed signal phase operation. H:\CED\Pianning\Current Plan ning\PROJECTS\16-000938.Clark\17-0107 LUA16-000938 Civil Plan Review Comments.docx Valley Medical Center— LUA16-00938 Page 3 of 4 January 7, 2017 b. Evaluate the need for a southbound right -turn drop lane on Talbot Road S. extending from the north road to north of the employee driveway. When evaluating the drop lane, compare scenarios with and without a traffic signal. Evaluate the need for an eastbound two-lane (thru and left turn lane, separate right turn lane) exit for the north road. When evaluating the exit lanes, compare scenarios with and without a traffic signal. Evaluate the need for a wider throat and larger curb radius of the ingress lane from Talbot Road S. to the north roadway. Include discussion of potential backups from the existing narrow travel lane into the site. When evaluating the width of the ingress lane, compare scenarios with and without a traffic signal. e. The evaluation of items b -d should also include comparison tables. 4. if the lot located at the intersection of Davis Avenue S. and S. 45"' Place will be used for temporary staff parking or a construction laydown area, an additional section describing the impacts from the proposed use will be required in the report. Based on the additional information provided above, City staff will determine if any additional frontage improvements are necessary as required by City code. DRAINAGE REPORT AND SITE PLAN COMMENTS 1. The drainage report submitted for the medical office building is incomplete and not to current standards. The drainage report shall comply with all of the requirements found in the 2017 Renton Surface Water Design Manual (RSWDM). In particular the drainage report and plans shall be revised to show how the project is meeting Core Requirement #9: On -Site BMPs. The project shall meet the Large Lot BMP Requirements found in Section 1.2.9.2.2. On -Site BMPs shall be evaluated for feasibility in accordance with Appendix C of the RSWDM. Porous concrete sidewalk (permeable pavement) is shown on the drainage and utility plan. Permeable pavement shall meet the standards provided in Section C.2.7 of the RSWDM. If permeable pavement is deemed infeasible by the requirements of this section, then additional BMPs shall be evaluated in accordance with the standards found in Section 0.1.3.2 of the RSWDM. In addition, the flow control facility is sized using KCRTS. Per Chapter 3 of the 2017 RSWDM, flow control facilities shall be sized using WWHM, MGS Flood, or the Hydrologic Simulation Program Fortran. KCRTS is no longer an approved model for use with the 2017 RSWDM. The 3" water meter is shown incorrectly. A 3" water meter needs to be in a vault with an external bypass per COR Standard Plan 320.4. Update the water plan to show a feasible location for this assembly. H:\CED\PIanning\Current Planning\PROJECT5\16-000938.Clark\17-0107 LUA16-000938 Civil Plan Review Comments.docx valley Medical Center— LUA16-00438 Page 4 of 4 January 7, 2017 GEOTECHNICAL REPORT COMMENTS 1. The infiltration section of geotechnical report for the medical office building references the 2009 KCSWDM for the infiltration testing requirements. The medical office building will be reviewed under the 2017 RSWDM. Please have this section of the report updated to conform to the 2017 RSWDM requirements. In addition, the soils reports shall be amended as necessary to accommodate the infiltration BMP testing requirements to determine feasibility as found in Appendix C of the 2017 RSWDM. Section C.1.3 provides an overview of the soils report requirements for application of On -Site BMPs. Additional feasibility requirements are found for each BMP in Section C.2. H:\CED\Planning\Current Plan ning\PROJECT5\16-000938.Clark\17-0107 WA16-000938 Civil Plan Review Comments.docx lay, M A". oil J1 jj� gin#1, L U oil man 6§ 11,. 1'! T Evil IMMON, T ..�.z —is, q%j ir . L .-I.Nt root H U, ITS, Q Usk to h :17 _JAL L A low SRI ZL u VIA k sit L 9too! iE 7-1 jul, 7:7 pop! 77 r Jto 1 Lt 7 A.Q xi Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator January 11, 2017 Gary Kriedt Metro Transit 201 S Jackson St, MS KSC-TR-0431 Seattle, WA 98104-3856 SUBJECT: VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION COMMENT RESPONSE LETTER LUA16-000938, ECF, BSP, SA -H, MOD, MOD Dear Mr. Kriedt: Thank you for your review comments regarding the VMC Medical Office Building & North Garage Expansion; dated January 3, 2017 wherein you've indicated that King County Metro Transit (Metro) operates frequent daily service between the Renton Transit Center and Kent Sounder Station (Route 169) on Talbot Rd S in front of Valley Medical Center (VMC). Your email correspondence has been included in the official project file and the reviewing official will consider your request to include improvements to two (2) existing bus stop locations and the inclusion of a pedestrian crossing with applicable signals, provided traffic signalization improvements are not included in the final design. You have been made a party of record and if you have any further questions please feel free to contact me at 425-430-7219 or cclose@rentonwa.gov. Thank you. Sincerely, Clark H. Close Senior Planner cc: David Korthals / Party of Record 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator January 11, 2017 Jacob Sheppard King County Water Quality Planner King Street Center, KSC-NR-0505 201 South Jackson Street Seattle, WA 98104-3855 SUBJECT: VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION COMMENT RESPONSE LETTER LUA16-000938, ECF, BSP, SA -H, MOD, MOD Dear Mr. Sheppard: Thank you for your review comments regarding the VMC Medical Office Building & North Garage Expansion; dated January 3, 2017 wherein you requested that the project proponent submit construction drawings for the project, so that King County Wastewater Treatment Division (WTD) can assess its potential impacts the proposed project may have on the nearby King County WTD facility. Your letter has been included in the official project file and the applicant has been informed that WTD has requested construction drawings for the project. In addition, the reviewing official will consider your request as part of their review. You have been made a party of record and if you have any further questions please feel free to contact me at 425-430-7219 or cclose@rentonwa.gov. Thank you. Sincerely, Clark H. Close Senior Planner cc: Mark Lampard / Party of Record 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov • Denis Law Mayor I Community & Economic Development C. E. "Chip" Vincent, Administrator January 11, 2017 Karen Walter Meckleshoot Indian Tribe Fisheries Division 39015-A 172nd Ave SE Auburn, WA 98092 SUBJECT: VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION COMMENT RESPONSE LETTER LUA16-000938, ECF, BSP, SA -H, MOD, MOD Dear Ms. Walter: Thank you for your review comments regarding the VMC Medical Office Building & North Garage Expansion; dated January 3, 2017 wherein you noted that the Muckleshoot Indian Tribe Fisheries Division have spent consider efforts restoring fish passage to Panther Creek, as well as your focus on mitigation from highway expansion work just downstream from this site. Your email correspondence has been included in the official project file and the reviewing official will consider your request to have the project further your efforts to restore salmon habitat for those portions of Panther Creek that flow adjacent to the expansion project. You have been made a party of record and if you have any further questions please feel free to contact me at 425-430-7219 or cclose@rentonwa.gov. Thank you. Sincerely, Clark H. Close Senior Planner 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Denis Law Mayor Community & Economic Development C. E. "Chip" Vincent, Administrator December 20, 2016 Melanie Gutierrez NBBJ 223 Yale Ave NE Seattle, WA 98109 Subject: Notice of Complete Application VMC Medical Office Building & North Garage Expansion, LUA16-000938, ECF, BSP, SA -H, MOD, MOD Dear Ms. Gutierrez: The Planning Division of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. It is tentatively scheduled for consideration by the Environmental Review Committee on January 23, 2017. Prior to that review, you will be notified if any additional information is required to continue processing your application. In addition, this matter is tentatively scheduled for a Public Hearing on February 21, 2017 at 11:00 am, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. The applicant or representative(s) of the applicant are required to be present at the public hearing. A copy of the staff report will be mailed to you prior to the scheduled hearing. Please contact me at (425) 430-7289 if you have any questions. Sincerely, Clark H. Close Senior Planner cc: Public Hospital District #1 King Co / Owner{s) Daniel Pedersen, Becky Hardi / Contact Bill Gragg / Applicant 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov i � f NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON -SIGNIFICANCE -MITIGATED (DNS -M) A Master Application has been filed and accepted with the Department of Community & Economic Development {CED) — Planning Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: December 20, 2016 LAND USE NUMBER: LUA16-000938, ECF, BSP, 5A -H, MOD, MOD PROJECT NAME: VMC Medical Office Building & North Garage Expansion PROJECT DESCRIPTION: The applicant is requesting Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, a street modification, and a parking modification to construct a 5 -story 160,000 square foot medical office building and a 7 -floor 1,136 stall parking garage expansion at UW Valley Medical Center. Both structures would be constructed over surface parking along the north side of the hospital campus located at 400 5 43rd St. The medical office building includes an underground tunnel connection to the main hospital, a pedestrian bridge to the garage, and the garage expansion includes a staff vehicular access ramp from to the upper floors from Talbot Rd S. The hospital site is approximately 5.7 acres (247,967 sf) and includes several existing lots and one tract. The project is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office {CO) zone and includes a Type F stream, high erosion hazards, moderate landslide hazards, regulated slopes, and wetlands. Construction is estimated to begin April 2017. The proposal includes an underground detention vault. The project would be built in two (2) phases, the garage expansion followed by the medical office building, PROJECT LOCATION: 400 S 43rd St, Renton, WA 98055 (Main Hospital Campus) OPTIONAL DETERMINATION OF NON -SIGNIFICANCE, MITIGATED (DNS -M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43,21C,110, the City of Renton is using the Optional DNS -M process to give notice that a DNS -M is likely to be issued. Comment periods for the project and the proposed DNS -M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non - Significance -Mitigated (DNS -M). This may be the only opportunity to comment on the environmental impacts of the proposal. A 14 -day appeal period will follow the issuance of the DNS -M. PERMIT APPLICATION DATE: December 12, 2016 NOTICE OF COMPLETE APPLICATION: December 20, 2016 APPLICANT/PROJECT CONTACT PERSON: Melanie Gutierrez, NBBJ / 223 Yale Ave N / Seattle, WA 98109 / (206) 515-4690 / mgutierrez@NBBJ.com Permits/Review Requested: Binding Site Plan Amendment, Hearing Examiner Site Plan, Environmental (SEPA) review, Street Modification, and Parking Modification Other Permits which may be required: Building Permit, Construction Permit Requested Studies: Arborist Report, Biological Assessment/Critical Areas Study, Preliminary Technical Information Reports, Traffic Impact Analysis, Parking Planning Study, and Geotechnical Engineering Studies If you would like to be made a party of record to receive further information on this proposed project, complete this farm and return to: City of Renton, CED -- Planning Division, 1055 So. Grady Way, Renton, WA 98057. Name/File No.: VMC Medical Office Building & North Garage Expansion / LUA16-000938, ECF, BSP, 5A -H, MOD, MOD NAME: MAILING ADDRESS: TELEPHONE NO,; CITY/STATE/ZIP: Location where applicatio-a may be reviewed: Department of Community & Economic Development (CED) -- Planning Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98057 PUBLIC HEARING: Public hearing is tentatively scheduled for February 21 2017 before the Renton Hearing Examiner in Renton Council Chambers at 11:00 AM on the 7th floor of Renton City Hall located at 1055 South Grady Way, CONSISTENCY OVERVIEW: Zoning/Land Use: The subject site has a designation of Commercial & Mixed Use (CMU) on the Comprehensive Land Use Map and Commercial Office (CO) on the City's Zoning Map. Environmental Documents that Evaluate the Proposed Project: Environmental fSEPA) Checklist Development Regulations Used For Project Mitigation: The project will be subject to the City's SEPA ordinance, RMC 4-2-1208; 4-4; 4-6- 060; 4-7; 4-9 and other applicable codes and regulations as appropriate. Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project. These recommended Mitigation Measures address project impacts not covered by existing codes and regulations as cited above. ■ Project construction shall be required to comply with the recommendations found in the Geotechnical Studies completed by GeoEngineers Inc. for the Medical Office Building (dated September 16, 1016) and the Geotechnical Study for the Parking Garage Expansion (dated August 1, 2016) or updated reports submitted at a later date. Comments on the above application must be submitted in writing to Clark H. Close, Senior Planner, CED — Planning Division, 1055 South Grady Way, Renton, WA 98057, by S.00 PM on January 3, 2017. This matter is also tentatively scheduled for a public hearing on February 21, 2017, at 11:00 am, Council Chambers, Seventh Floor, Renton City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Planning Division to ensure that the hearing has not been rescheduled at (425) 430-6578. Following the issuance of the SEPA Determination, you may still appear at the hearing and present your comments regarding the proposal before the Hearing Examiner. If you have questions about this proposal, or wish to be made a party of record and receive additional information by mail, please contact the project manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Clark H. Close, Senior Planner; Tel: (425) 430-7289; Email: cclose@rentonwa.gov PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION CITY OF dMIS nton,o���Re WI— Denis Law Mayor Kim W Community & Economic Development C. E. "Chip" Vincent, Administrator February 14, 2017 Ali Sadr, PE Barghausen Consulting Engineers 1821572 nd Avenue S Kent, WA 98032 RE: Valley Medical Center Garage, Phase I (U16005901) — MWS -Linear Modular Wetland Stormwater Treatment System for Private Use - Adjustment 2017-01 Dear Mr. Sadr: The City of Renton has completed review of the adjustment request for Valley Medical Center Garage, Phase I (U16005901) in accordance with the City adopted 2009 King County Surface Water Design Manual and associated City Amendments. As the applicant's engineer, you are requesting an adjustment from the 2009 King County Surface Water Design Manual to Section 6.1.2, Enhanced Basic Water Quality Menu, requirements. More specifically, you are requesting an adjustment for the implementation of a MWS -Linear Modular Wetland Stormwater Treatment System located on a private commercial property that will be owned and maintained by the property owner(s). Findings: 1. The project site is located at 400 S 43`d Street. The project is a commercial land use, which per the City's Amendments to the 2009 King County Surface Water Design Manual Section 1.2.8.1, is required to provide Enhanced Basic Water Quality Treatment. 2. Stormwater from impervious surfaces of the proposed development will be collected then routed to a detention vault located to the east of the proposed garage. Stormwater will be released from the detention vault in accordance with the City's Flow Control Duration Standard — Forested Conditions. 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov Mr. Ali 5adr Page 2 of 4 February 14, 2417 Stormwater released from the vault will be piped directly through the MWS - Linear Modular Wetland Stormwater Treatment System. 3. The MWS -Linear Modular Wetland Stormwater Treatment System and other on- site drainage facilities will be privately owned and maintained. 4. The MWS -Linear Modular Wetland Stormwater Treatment System is not an approved facility in the City's adopted stormwater manual, therefore an adjustment is required to allow the use of the MWS -Linear Modular Wetland Stormwater Treatment System on private or publicly owned and maintained stormwater systems. 5. The Washington State Department of Ecology has approved the MWS -Linear Modular Wetland Stormwater Treatment System for General Use Level Designation for Basic, Phosphorous, and Enhanced treatment. Based on the information provided in the enclosed adjustment request, the MWS -Linear Modular Wetland Stormwater Treatment System is approved for the proposed Valley Medical Center Garage, Phase I with the following conditions: Conditions: 1. The property owner(s) is responsible for the maintenance and operation of the MWS -Linear Modular Wetland Stormwater Treatment System. 2. The property owner(s) shall enter into a service contract with an approved contractor or MWS -Linear Modular Wetland representative for the long term maintenance of the system. 3. The MWS -Linear Modular Wetland Stormwater Treatment System units shall be designed, assembled, installed, operated and maintained in accordance with the Modular Wetland Systems, Inc. applicable manuals and documents and the Washington State Department of Ecology Decision. 4. The site plan must undergo Modular Wetland Systems, Inc. review and obtain approval before installation on the site. This ensures that site grading and slopes are appropriate for use of a MWS -Linear Modular Wetland Stormwater Treatment System. 5. MWS -Linear Modular Wetland Stormwater System media shall conform to the specifications submitted to, and approved by, the Washington State Department of Ecology. 6. Facility inspection, maintenance, and reporting are required by the City of Renton Surface Water Utility Department and per the Washington State Mr. Ali Sadr Page 3 of 4 February 14, 2017 Department of Ecology National Pollutant Discharge Elimination System Phase IE Municipal Stormwater Permit (Section S5.C.4.c.iii) in perpetuity. Facility owners are responsible for ensuring that stormwater facilities are properly maintained and functioning as designed and permitted. 7. The MWS -Linear Modular Wetland Stormwater Treatment System shall be inspected and maintained in accordance with manufacturer recommendations and as detailed below: a. For the first year after construction, the MWS -Linear Modular Wetland Stormwater Treatment System shall be inspected every six months to ensure proper performance. Inspection reports will be used to determine future site-specific maintenance schedules and requirements. b. Following the first year of operation, the facility owner(s) shall annually have the MWS -Linear Modular Wetland Stormwater Treatment System inspected and maintained per the procedures in the most recent version of the MWS -Linear Modular Wetland Stormwater Treatment System Operation and Maintenance Manuals. All written records of the inspection and maintenance shall be submitted to the City of Renton Surface Water Utility Department, to the attention of Surface Water Utility Private Stormwater Facility Inspection Program. If more frequent inspection and maintenance of the MWS -Linear Modular Wetland Stormwater Treatment System is required by the manufacturer or is needed to ensure performance of the facility, then the additional inspection and maintenance reports completed within the year shall be provided with the annual report. c. Upon completion of the two-year inspection period after construction of the MWS -Linear Modular Wetland Stormwater Treatment System, the City will review the inspection report and facility maintenance log to re- evaluate future inspections frequency of the system. The information will be used to determine if the minimum inspection frequency of once a year can be allowed. d. Maintenance activities, to ensure proper performance of the MWS -Linear Modular Wetland Stormwater Treatment System, shall be as needed, or as determined in the annual inspection, to comply with the requirements in the 2009 King County Surface Water Design Manual for maintenance of drainage facilities. In addition, maintenance procedures should follow those given in the most recent version of the MWS -Linear Modular Mr. Ali Sadr Page 4 of 4 February 14, 2017 Wetland Stormwater Treatment System Operation and Maintenance Manuals. 8. The applicant will need to submit a Drainage Facility Covenant to allow the City access to the facility for inspection of the private MWS -Linear Modular Wetland Stormwater Treatment System and other stormwater facilities on the site that will be privately maintained. The Drainage Facility Covenant must be approved for recording prior to the City's construction permit being issued for the construction of the facilities. This adjustment approval letter is to be included with the recorded covenant. The Drainage Facility Covenant can be found in Reference 8-J of the City of Renton Amendments to the 2009 King County Surface Water Design Manual. A site plan showing the location of the treatment facility must be included as Exhibit A with the declaration of covenant. The site plan must meet all King County recording document requirements (i.e. text size, clarity, etc.). 9. The approval of this adjustment does not relieve the applicant from other city, state, or federal requirements. If you have any questions about this adjustment, please contact Brianne Bannwarth, Development Engineering Manager, at (425) 430-7299 or Ron Straka, Surface Water Utility Engineering Manager, at (425) 430-7248. Sincerely, Brianne Bannw rth, P. E. Development Engineering Manager CRon Straka, P. . Surface Water Utility Engineering Manager cc: Lys Hornsby, P.E., Utility Systems Director Gary Fink, Civil Engineer III Ian Fitz -Jaynes, Civil Engineer II Clark Close, Senior Planner Daniel Pedersen, Valley Medical Center—Project Applicant H;\File Sys\SWP-Surface Water Projects\SWP-27 - Surface Water Projects (CIP)127-3129 Renton Stormwater Manual\ADJUSTMENTS\2017\2017-1 Valley Medical Center Garage - Private Modular Wetland.doc Denis Law Mayor1[; January 26, 2017 Community & Economic Development C. E. "Chip" Vincent, Administrator Melanie Gutierrez NBBJ 223 Yale Ave NE Seattle, WA 98109 SUBJECT: "Off Hold" Notice VMC Medical Office Building & North Garage Expansion, LUA16-000938, ECF, BSP, SA -H, MOD Dear Ms. Gutierrez, Thank you for submitting the additional materials requested in the January 10, 2017 on hold letter from the City. Your project has been taken off hold and the City will continue review of the VMC Medical Office Building & North Garage Expansion project. The project has been rescheduled for Environmental Review Committee on January 30, 2017 and is tentatively scheduled to go before the Hearing Examiner on March 14, 2017 at noon, If you have any questions, please contact me at (425) 430-7289. Sincerely, ao-A a' a,�� Clark H. Close Senior Planner cc: Public Hospital District #1 icing Co / Owner(s) Daniel Pedersen, Becky Hardi, Tadd Thamas / Contact Hili Gragg / Applicant Valley Children's Clinic, Associated Valley Obstetrics & Gynecology, Inc., Valley women's Healthcare -- Renton, Valley Women's Clinic PLLC, Metro Transit, King County WTD, Muckle5hoot Indian Tribe Fisheries Division, Privatsky, Sheppard / Parties of Record 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov DEPARTMENT OF COMMU, f �� CITY OF AND ECONOMIC DEVELOPMENT ennton 0 Planning Division LAND USE PERMIT MASTER APPLICATION I PROPERTY OWNER(S) I NAME UW; VALLEY MEDICAL CENTER ADDRESS: 400 S 43RD ST. CITY: ZIP: RENTON 98055 TELEPHONE NUMBER: 425.228.3440 APPLICANT (if other than owner) NAME: MELANIE GUTIERREZ / BILL GRAGG COMPANY (if applicable): NBBJ ADDRESS: 223 YALE AVE N i CITY: ZIP: SEATTLE 98109 TELEPHONE NUMBER: 206.515.4690 / 206.223.5096 CONTACT PERSON NAME: DANIEL PEDERSEN i COMPANY (if applicable): VALLEY MEDICAL CENTER ADDRESS: 400 S 43RD ST. CITY: ZIP: RENTON 98055 TELEPHONE NUMBER AND EMAIL ADDRESS: 425.228.3440 EXT. 5932 Daniel_Pedersen@Valleymed.org PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: VMC MEDICAL OFFICE BUILDING & NORTH GARAGE EXPANSION PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 400 S 43RD ST. RENTON WA, 98055 KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): e v E)769 -7 dO 100 EXISTING LAND USE(S): Cr -1C) PROPOSED LAND USE(S): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: e-,!,) V41-4nV-C_ 1 AO(CD PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable) EXISTING ZONING: CO (Commercial) PROPOSED ZONING (if applicable): SITE AREA (in square feet): 247,967 SF SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE DEDICATED: SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable) NUMBER OF PROPOSED LOTS (if applicable) 2 NUMBER OF NEW DWELLING UNITS (if applicable): I C:\lJsers\bgragg\Documents\masterapp.doc landuse.doc Rev: 08/2015 ! 0 DEPARTMENT OF COMMUNITY cirYOF AND ECONOMIC DEVELOPMENT��� M E M O R A N D U M DATE: July 14, 2016 TO: Pre -Application File No. 16-000460 FROM: Clark H. Close, Senior Planner SUBJECT: UW Medicine —Valley Medical Center Office Building and Parking Garage General: We have completed a preliminary review of the pre -application for the above - referenced development proposal. The following comments on development and permitting issues are based on the pre -application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Community & Economic Development Administrator, Public Works Administrator, Planning Director, Development Services Director, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax from the Finance Division on the first floor of City Hall or online at www.rentonwa.gov. Project Proposal: The subject property consists of several parcel (APN's 885767-0100, -0110, -0040, -0050) located at 400 S 43rd St. The subject site is zoned Commercial Office (CO). Panther Creek is located immediately north of 3921 Talbot Rd S, near the property line. The proposal is to construct a 150,000 sf medical office building (MOB) to be located just east (on campus) of the current Talbot Building medical office building. The building would include a Cancer Clinic on the first floor with Radiation Treatment areas and an Outpatient Surgery Clinic on the second floor, with general office space on the upper third floor of the five story office building. A parking garage expansion would be included in the project to account for the office building parking required and the displaced parking due to the placement of the new structures_ The new parking garage would be sized for 1,200 cars, which allows for additional future growth on campus. The parking garage would have an additional elevator in the expansion area along with "bridge/link" connections to the new MOB and existing "VPCN" MOD to the east. The parking garage would be designed as an addition to the existing 1,200 car parking garage to the west and would have drive lane connections on each floor. Finally, the MOD project would also include a tunnel/link from the SW corner of the MOB to the hospital main corridor link. MOB delivery services would run through the hospital main loading dock area on campus and be transported through the new link to the MOB. UW Medicine /Valley Medical Centergedical Office Building —PRE 16-000428 Page 7 of 7 July 14, 2016 GENERAL COMMENTS 1. The SDCs listed are for 2016. The fees that are current at the time of the utility permit application will be levied. Please see the City of Renton website for current SDCs. 2. Storm drainage detention vaults and retaining walls that are 4' or taller from bottom of footing will require a separate building permit. Structural calculations and plans prepared by a licensed engineer will be required. 3. A conceptual utility plan is required as part of the land use application. 4. The survey and all civil plans shall conform to the current City of Renton survey and drafting standards. Current drafting standards can be found on the City of Renton website. 5. A final survey that is stamped and signed by the professional land surveyor of record will need to be provided. All existing utilities need to be surveyed and shown. Please reference COR Maps for mapping and records of existing utilities in the project vicinity. 6. Separate plan submittals will be required for construction permits for utility work and street improvements. All plans shall be prepared by a licensed Civil Engineer in the State of Washington. 7. When utility plans are complete, please submit four (4) copies of the plans, two (2) copies of the drainage report, an electronic copy of each, the permit application, an itemized cost of construction estimate, and application fee to the counter on the sixth floor. H:\CED\Planning\Current Planning\PREAPP5\2016 Preapps\PRE16-000460.Clark\16-0714 PRE16-000460 Civil Pre -App Camments.docx UW Medicine / Valley Medical Center — I I Office Building — PRE16-000428 Page 6 of 7 July 14, 2016 3. Talbot Road S. and S. 43r6 Street in the vicinity of the site experience significant operational issues on a daily basis. Issues are experienced both in peak hours and midday hours. Issues include traffic queuing and blocking of intersections. The City has been preliminarily studying the traffic impacts near the intersection of Talbot Road S. and S. 43rd Street. A traffic impact analysis per City of Renton standards is required because the project will generate new vehicular traffic exceeding 20 vehicles per hour in both the AM and PM peak periods. A summary of specific requirements for the traffic impact analysis is listed below. Provide traffic analysis during both AM and PM peak hours and during the noon midday hour. Please see the provided attachment for a map of the intersections of study. a. Evaluation of intersection of Talbot Road S. and the internal site road. Provide a traffic signal warrant analysis. Include the following: i. Existing conditions. ii. Without a signal with new conditions, iii. With a signal with new conditions. b. Evaluation of the site entrances/exits south of the internal site road. Include the following: L Existing conditions. ii. New conditions without upgrades. c. Evaluation of intersection of Talbot Road S. and SW 43rd Street. Include the following: Existing Conditions New conditions with: Existing split phase signal. Non -split phase signal with: a. Two eastbound thru lanes on S. 43r0 Street. b. Two left turn lanes from S. 43r1 Street to Talbot Road S. c. Two northbound left turn lanes from Talbot to S. to S. 43rd Street. One westbound right turn lane from S. Carr Road to Talbot Road S. d. The City understands that potential street widening could require right of way acquisition along neighboring properties. The property that will be most likely affected is 17930 Talbot Road S. at the NW corner of the intersection of Talbot Road S. and S. 43rd Street. The City is open to further communication and potential collaboration on designing and constructing improvements at this intersection if improvements are required. 4. Street lighting analysis is required to be conducted by the developer along all street frontages. Required street lighting shall be to City of Renton standards. Paving and trench restoration within the City of Renton right of way shall comply with the City's Restoration and Overlay requirements. H:\CED\Planning\Current Plan ning\PREAPP5\2016 Preapps\PRE16-000460.CIark\16-0714 PRE16-000460 Civil Pre -App Comments.docx UW Medicine/ Valley Medical Center — Medical Office Building—PRE 16-000428 Page 5 of 7 July 14, 2016 drainage conveyance system. Drainage from the parking lot is conveyed northwest along the northern frontage of the internal site road to the natural discharge point. Refer to Figure 1.1.2.A — Flow Chart to determine what type of drainage review is required for this site. The site falls within the City's Flow Control Duration Standard (Forested Site Conditions). The site falls within the Black River Drainage Basin. Drainage plans and a drainage report complying with the adopted 2009 King County Surface Water Design Manual (KCSWDM) and the 2010 City of Renton amendments will be required. All core and special requirements specific to the City of Renton shall be addressed in the drainage report. 3. Flow control BMPs will be required for the site per Section 5.2 of the 2009 KCSWDM. 4. Relocation of existing storm drains to accommodate new construction shall be designed sized in accordance with the standards found in Chapter 4 of the 2009 KCSWDM. 5. Effective January 2, 2017, the City of Renton will be adopting a new stormwater manual which will be based on the 2016 King County Surface Water Design Manual. All projects vested after January 2, 2017 will be subject to these new stormwater requirements. Please refer to RMC 4- 1-045 for information regarding project vesting. 6. A geotechnical report for the site is required. Information on the water table and soil permeability, with recommendations of appropriate flow control BMP options with typical designs for the site from the geotechnical engineer, shall be submitted with the application. 7. The development would be subject to stormwater system development charges (SDCs). The current SDCs are $0.594 per square foot of new impervious surface area, but not less than $1,485.00. A system development fee credit will apply for existing impervious surface area. TRANSPORTATION STREET COMMENTS 1. The current transportation impact fee is $9.39 per square foot of medical office building. Fees are payable at the time of permit issuance. Talbot Road 5, is classified as a collector arterial and S. 43rd Street is classified a principal arterial. City staff is recommending a street section that differs from the City's street standards found in RMC 4-6-060 for Talbot Road S. The parcels that are affected by project construction do not front S. 43rd Street; therefore no improvements are required along S. 43rd Street. A summary of the requested street section for parcels adjacent to Talbot Road S. can be found below. A street modification will need to be submitted to approve the modified street standard. The existing curb line and concrete sidewalk at the back of curb shall remain in place pending the findings of the traffic impact analysis. b. An 8' planter strip shall be located behind the sidewalk adjacent to affected parcels. Right of way dedication is required to the back of planter strip. Current street channelization shall remain in place, pending the findings of the traffic impact analysis. H:\CED\Planning\Current Planning\PREAPPS\2016 Preapps\PRE16-000460.CIark\16-0714 PRE16-000460 Civil Pre -App Comments.docx UwMedicine/ValleyMedicalCenter —r dl Office Building — PRE16-000428 Page 4 of 7 July 14, 2016 SEWER COMMENTS 1. Sewer service is provided by the City of Renton. There is an existing 8" PVC sewer running north to south east of the existing garage and west of the proposed garage. There is also an existing 8" PVC sewer running from east to west through the proposed garage footprint that connects to the north -south main. The north -south main flows west once it hits the internal site road. Reference COR Project File WWP2700439 for record drawings. 2. The proposed location of the parking garage conflicts with the location of the location of on-site sewers. The sewers shall be abandoned / removed as necessary for garage construction. 3. The extension of the existing 8" sewer main is required east in the internal site road to serve the proposed medical office building, proposed garage, and existing VPCN medical office building. All side sewers shall be a minimum of 6" and shall have a minimum slope of 2%, 4. The sewer main between the existing and proposed garage can be converted to building plumbing to continue to serve the existing garage. If the garage location shifts east, the main can be maintained but may be required to be converted to a private main depending on vertical and horizontal clearances between the garages. Please coordinate further with me as design progresses. 5. If a commercial kitchen is proposed in the medical office building, a grease interceptor will be required. The grease interceptor shall be sized based on drainage fixtures units in accordance with standards found in the latest edition of the Uniform Plumbing Code (UPC). The grease interceptor shall drain by gravity to the sewer main. The grease interceptor shall be located on site so that is accessible for routine maintenance. 6. All wastewater from the proposed garage shall be routed through a City approved oil/water separator prior to discharge into the sewer main. 7. The City requests anew dedicated easement for all sewer mains located on the Valley Medical Center property. 8. The development is subject to applicable sewer system development charges (SDCs) for the sewer services. The SDCs for the sewer services are based on the size of the domestic water services. The full sewer fee schedule can be found in the City's 2016 development fees document on the City's website. 9. You may contact me to schedule a separate meeting to discuss sewer design requirements with myself and the Sewer Utility Department. STORM DRAINAGE COMMENTS 1. The majority of the site for both the proposed medical office building and parking garage consists of asphalt parking lots / drive aisles and associated planters and trees between the drive aisles. Drainage from the parking and drive areas is collected by private a private storm H:\CED\Planning\Current Planning\PREAPPS\2016 Preapps\PRE16-000460.Clark\16-0714 PRE16-000460 Civil Pre -App Camments.docx UW Medicine/ Valley Medical Center—Medical Office Building—PRE16-000428 Page 3 of 7 J u ly 14, 2016 e. North of the middle of the existing VPCN medical office building (COR Facility ID HYD -S- 00423). 6. A fire sprinkler stub with a double detector check assembly (DDCVA) in an exterior underground vault per COR Standard Plan 360.2 shall be installed for backflow prevention for both the proposed medical office building and proposed garage. The DDCVA may be installed inside the building or garage if it meets the conditions as shown on COR Standard Plan 360.5 for the installation of a DDCVA inside a building. 7. A domestic water meter installation shall be installed for both the proposed medical office building and proposed garage. Domestic water meters shall be sized in accordance with the most recent edition of the Uniform Plumbing Code. Domestic water meters 3" or larger shall be installed in an exterior vault in accordance with COR Standard Plan 320.4. The domestic water meter for the proposed medical office building shall have a reduced pressure backflow assembly (RPBA) installed behind the meter. The RPBA shall be installed inside an above ground heated enclosure per COR Standard Plan 350.2. The RPBA may be located inside the building if coordinated with the City plan reviewer and City water utility department. The domestic water meter for the proposed garage shall have a double check valve assembly (DCVA) installed behind the meter per City standards. 8. Pressure reducing valves are required downstream of the domestic water meters if pressure exceeds 80 psi. 9. A separate meter is required for landscape irrigation per COR Standard Plan 320.1. A double check valve assembly (DCVA) is required behind the meter COR Standard Plan 340.8. 10. Water improvements shall be designed in accordance with Appendix J of the City's 2012 Water System Plan. Adequate horizontal and vertical separation between new water mains and other existing and proposed utilities (sewer lines, storm drains, gas lines, power and communication ducts) shall be provided for the operation and maintenance of the water main. Retaining walls, rockeries, or similar structures cannot be installed over the water main unless the water main is installed inside of a steel casing. 11. The City requests a new dedicated easement for all water mains located on the Valley Medical Center property. 12. The development is subject to applicable water system development charges (SDCs) and meter installation fees based on the number and size of the meters for domestic use and fire prevention. Meters greater than 2" will be charged a $220.00 processing fee and the contractor will provide the meter and install it. The full water fee schedule can be found in the City's 2016 development fees document on the City's website. 13. You may contact me to schedule a separate meeting to discuss water design requirements with myself and the Water Utility Department. H:\CED\Planning\Current Plan ning\PREAPPS\2016 Preapps\PRE16-000460.Clark\16-0714 PRE16-000460 Civil Pre -App Comments.docx UW Medicine/Valley Medical Center _ti al Office Building — PRE16-000428 Page 2 of 7 July 14, 2016 a. 12" water main running east -west along the southern frontage of the internal site road. This water main is located between the proposed garage and proposed medical office building. Reference COR Project File WTR2701428 for record drawings. 8" water main running north from the previously mentioned 12" water main and then east to the existing 12" water main in Talbot Road S. The north -south portion of this main is located under the proposed garage footprint. Reference COR Project File WTR2702066 in COR Maps for record drawings. c. 12" water main running north from the previously mentioned 8" water main to the north side of the existing parking garage where it connects with another 12" water main. A portion of this main may be located under the proposed garage footprint. Reference COR Project File WTR2701428 for record drawings. 12" water main in Talbot Road S. running north -south. Reference COR Project File WTR2700599 for record drawings. Per the Renton Fire Authority, the garage requires a looped 12" water main around the proposed garage that can provide a fire flow of 3,000 gpm. The City recommends beginning the 12" water loop as an extension of the existing 12" water main near the NE corner of the existing garage and then extending the main east along the north side of the proposed garage and then south between the proposed garage and existing VPCN medical office building to the existing 12" water main along the south side of the internal site road (COR Project File WTR2701428). This would provide a looped 12" water main and satisfy the fire flow requirements for the proposed garage. If there is insufficient horizontal and vertical clearance between the proposed garage and existing VPCN medical office building, replacement of the 8" main with a new 12" main to Talbot Road S. is required to meet fire flow requirements. 4. Portions of the existing 8" water main (WTR2702066) and 12" water main (WTR2701428) east of the existing parking garage are located in the proposed garage footprint. These mains shall be abandoned / removed as necessary for garage construction. Any mains being abandoned or removed shall be capped at the intersecting main. Below is a summary of the existing fire hydrants in the vicinity of the site. Any fire hydrant used to meet Fire Authority requirements will be required to meet current standards as determined by the Fire Authority. Please refer to Fire Authority for required number of hydrants. a. Near the north end of the proposed medical office building (COR Facility ID HYD -S- 00273). b. East of the SE corner of the proposed medical office building (COR Facility ID HYD -S- 00196). c. Near the center of the proposed parking garage (COR Facility ID HYD -S-00510). d. Near the NE corner of the existing parking garage (COR Facility ID HYD -S-00444). H:\CED\Planning\Current Planning\PREAPPS\2016 Preapps\PRE16-000460.Clark\16-0714 PRE16-000460 Civil Pre -App Comments.docx Ay f W�rZEo e DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: July 14, 2016 TO: Clark Close, Senior Planner FROM: Ian Fitz -James, Civil Plan Reviewer SUBJECT: Utility and Transportation Comments for UW Medicine —Valley Medical Center Office Building and Parking Garage — 400 S. 43`d Street PRE 16-000460 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 completed a preliminary review of the application for UW Medicine Valley Medical Center Office Building and Parking Garage located at 400 S. 43rd Street. The applicant is proposing to construct a five story, 150,000 square foot medical office building located east of the current Talbot Building medical office building. A parking garage expansion is included in the proposal for the new office building. The new parking garage will be sized for 1200 cars and will be an extension of the existing parking garage located north of the Talbot Building medical office building. The parking garage will have "bridge/link connections to the proposed medical office building and the existing VPCN medical office building to the east. The proposed medical office building will have a tunnel/link from the southwest corner of the building to the hospital main corridor link. WATER COMMENTS Water service is provided by the City of Renton. The site is in the Talbot Hill service area in the 350' hydraulic pressure zone. The approximate static water pressure is 118 psi at a ground elevation of 78'. Static water pressure varies based upon elevation. 2. Below is a summary of existing water mains located in the vicinity of the site_ H:\CED\Planning\Current Planning\PREAPPS\2016 Preapps\PRE16-000460.Clark\16-0714 PRE16-000460 Civil Pre -App Comments.dou FIRE & EMERGENCY SERVICES �'T"°F DEPARTMENT Rent n M E M O R A N D U M DATE: July 14, 2016 TO: Clark Close, Senior Planner FROM: Corey Thomas, Fire Plans Reviewer/Inspector III SUBJECT: UW Medicine –Valley Medical Center Office Building and Parking Garage — 400 S 43rd St, Renton, WA– PRE16-000460 The preliminary fire flow is for the MOB is 1,500 gpm and 3,000 gpm for the parking garage. A minimum of one hydrant is required within 150 -feet of the structure and other additional hydrants are required within 300 -feet of the structures. Maximum fire hydrant spacing is 300 feet on center around the buildings. A looped water main is required to be installed around the parking garage building_ It appears adequate fire flow is available in this area. Fire mitigation impact fees are currently applicable at the rate of $0.87 per square foot of commercial medical office space. No charge for parking garage areas. Approved fire sprinkler and fire alarm systems are required throughout the buildings. Dry standpipes are required in all stairways. Separate plans and permits required by the fire department. Direct outside access is required to the fire sprinkler riser room. Fully addressable and full detection is required for the fire alarm system. 4. Fire department apparatus access roadways are required within 150 -feet of all points on the buildings. This requirement is not being met with the proposed site plan and is significantly affecting our access to existing buildings. Fire lane signage required for the onsite roadways. Required turning radius are 25 -feet inside and 45 -feet outside. Roadways shall be a minimum of 20 -feet wide. Maximum grade on roadways is 15%. Roadways shall support a minimum of a 30 -ton vehicle and 75 -psi point loading. 5. An electronic site plan is required prior to occupancy for pre -fire planning purposes. The buildings shall be equipped with at least one elevator in order to meet the size requirements for a bariatric size stretcher. Car size shall accommodate a minimum of a 40 - inch by 84 -inch stretcher. 7. The buildings shall comply with the City of Renton Emergency Radio Coverage ordinance. 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. PRE -APPLICATION MEETING COMMENTS FOR UW MEDICINE — VALLEY MEDICAL CENTER OFFICE BUILDING s ► ► t ■ elm PRE16-000460 CITY OF RENTON Department of Community & Economic Development Planning Division July 14, 2016 Contact Information: Planner: Clark H. Close, 425-430-7289 Public Works Plan Reviewer: Ian Fitz -James, 425-430-7285 Fire Prevention Reviewer: Corey Thomas, 425-430-7024 Building Department Reviewer: Craig Burnell, 425-430-7290 Please retain this packet throughout the course of your project as a reference. Consider giving copies of it to any engineers, architects, and contractors who work on the project. You will need to submit a copy of this packet when you apply for land use and/or environmental permits. Pre-screening: When you have the project application ready for submittal, call and schedule an appointment with the project manager to have it pre-screened before making all of the required copies. The pre -application meeting is informal and non-binding. The comments provided on the proposal are based on the codes and policies in effect at the time of review. The applicant is cautioned that the development regulations are regularly amended and the proposal will be formally reviewed under the regulations in effect at the time of project submittal. The information contained in this summary is subject to modification and/or concurrence by official decision -makers (e.g., Hearing Examiner, Planning Director, Development Services Director, Department of Community & Economic Development Administrator, Public Works Administrator and City Council). LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED BY: MODIFIED BY: COMMENTS: Wetlands Report/Delineation Wireless: Applicant Agreement Statement 2AND3 Inventory of Existing Sites 2AND3 Lease Agreement, Draft 2AND3 Map of Existing Site Conditions ZAND3 Map of View Area 2 AND 3 Photoslmulatlon5 2 AND 3 This Requirement may be waived by: 1. Property Services 2 Development Engineering Plan Review 3 Building 4 Planning H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\waiversubmittalregs.docx Rev:0i3/2015 1 01 LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED BY: MODIFIED BY: COMMENTS: King County Assessor's Map Indicating Site4 Landscape Plan, Conceptual a Landscape Plan, Detailed Legal Descriptions Letter of Understanding of Geological Risk 4 Map of Existing Site Conditions4 Master Application Form 4 Monument Cards (one per monument) 1 Neighborhood Detail Map 4 Overall Plat Plan 4 Parking, Lot Coverage & Landscaping Analysis 4 Plan Reductions (PMTs)4 Post Office Approval 2 Plat Name Reservation 4 Plat Pian 4 Preapplication Meeting Summary 4 Public Works Approval Lettere Rehabilitation Plan 4 Screening Detail 4 Shoreline Tracking Worksheet 4 Site Plan 2AND4 Stream or Lake Study, Standard Stream or Lake Study, Supplemental Stream or Lake Mitigation Plan 4 Street Profiles 2 Title Report or Plat Certificate IAND 4 Topography Map Traffic Study 2 Tree Cutting/Land Clearing Plan 4 Urban Design Regulations Analysis4 chef. Utilities Plan, Generalized 2 Wetlands Mitigation Plan, Final 4 Wetlands Mitigation Plan, Preliminary 4 H:\CED\Data\Forms-Templates\5elf-Help Handouts\Planning\Waiversubmittalregs.docx Rev: 08/2015 or DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ^- -"""" -"'"""�Rent n WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 j www.rentonwa.gov LAND USE PERMIT SUBMITTAL REQUIREMENTS: WAIVED BY: MODIFIED BY: COMMENTS: Arborist Report a Biological Assessment 4 Calculations Colored Maps for Display 4 Construction Mitigation Description ZANE)4 Deed of Right -of -Way Dedication 1 Density Worksheet 4 Clow_ Drainage Control Plan 2 Drainage Report z Elevations, Architectural3AND4 Environmental Checklist Existing Covenants (Recorded Copy) IAND4 Existing Easements (Recorded Copy) 1AND4 Flood Hazard Data 4 Clow_ Floor PlansANDa Geotechnical Report2AND3 Grading Elevations & Plan, Conceptual z Grading Elevations & Plan, Detailed 2 Habitat Data Reporte Improvement Deferral 2 Irrigation Plan 4 PROJECT NAME: Valley Medical Center DATE: 10/18116 H:\CED\Data\Form5-Templates\5elf-Help Handouts\Pianning\Waiversubmittalregs.docx Rev: 08/2015 * For plats indicate the proposed number, net density and range of sizes (net lot area) of the new lots. Lot 4 with Medical Office Building = 55,667SF Lot 6 with Existing + Expanded Garage=132,3005F • Access The Medical Office Building and Parking Garage Expansion will both be accessed from an existing driveway off of Talbot Road. The parking garage will have additional staff only access through an existing driveway to the north. • Proposed off-site improvements (i.e. installation of sidewalks, fire hydrants, sewer main, etc.) No off-site improvements are planned • Total estimated construction cost and estimated fair market value of the proposed project $58,680,000.00 estimate construction for both the Medical Office Building and Parking Garage • Estimated quantities and type of materials involved if any fill or excavation is proposed Approximately 3.77ac. of area will be graded. Estimated excavation volume for the project expansion is 62,000cy • Number, type and size of any trees to be removed Deciduous Trees: (37) 6" Dia. (7) 8- Dia. (3)10" Dia. (7) 12" Dia. Evergreen Trees: (3) 6" Dia. (2)10" Dia. (1)12" Dia. (1) 30" Dia. • Explanation of any land to be dedicated to the City None • Any proposed job shacks, sales trailers, and/or model homes Temporary construction job shacks will most likely be used. • Any proposed modifications being requested (include written justification) Buffer Mitigation Plan The project will completely avoid direct and indirect stream impacts. No in water work or storm water discharges are proposed in Panther Creek. The project will incur unavoidable stream buffer impacts. Direct buffer impacts will be temporary in nature and are required to accommodate grading activities at the top of the steep slope to the north. Permanent buffer impacts will be avoided through buffer modification (reduction with enhancement and averaging). The buffer modification is necessitated, since the standard buffer protrudes into the existing gravel parking lot, where the expansion is proposed. For projects located within 100 feet of a stream or wetland, please include: • Distance in feet from the wetland or stream to the nearest area of work 100' from Panther Creak 12/5/16 Project Narrative Project Narrative: Please provide a clear and concise description of the proposed project, including the following: • Project name, size and location of site Valley Medical Center Medical Office Building and Parking Garage Expansion 400 South 43rd Street Renton, WA 98055 Medical Office Building: 160,000 gross SF Garage Expansion: 381, 300 gross SF • Land use permits required for proposed project Binding Site Plan Amendment Environmental Checklist (SEPA) Site Plan Review Zoning designation of the site and adjacent properties CO (Commercial Zone) • Current use of the site and any existing improvements Surface Parking for Medical Campus • Special site features (i.e. wetlands, water bodies, steep slopes) Wetlands, F-1 Creak and Steep Slope • Statement addressing soil type and drainage conditions The site soils are generally composed of fill and glacially consolidated soils consisting of sand, silt and gravel. The proposed Medical Office Building (MOB) is not mapped within an erosion or slide hazard area, but is mapped adjacent to steep slopes (slopes greater than 20% and less than 40%). These slopes are man-made and the new project will either remove the entire slope or not modify existing slopes. The new development will either improve slope stability or not negatively impact slope stability. The proposed Garage Expansion is adjacent to an erosion and steep slope (slopes greater than 40%) hazards. Erosion control will be designed per code by the civil engineer and will not introduce runoff onto the adjacent slope. The garage will require an excavation to construct the below grade portion of the building where it is adjacent to the slope. By constructing the building, the slope stability will be improved and the development should not have a negative impact to the existing steep slope. • Proposed use of the property and scope of the proposed development Medical Office Building: 160,000 gross SF, 5 floors plus abasement level with tunnel connection to main hospital Garage Expansion: 381, 300 gross SF, 7 floors with 1,136 parking stalls and staff access ramp 12/5/16 PROJECT INFORMAT NUMBER OF EXISTING DWELLING UNITS (if applicable): SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 541,300 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): a ION Contilrued PROJECT VALUE: $58,680,000.00 IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): ❑ AQUIFIER PROTECTION AREA ONE ❑ AQUIFIER PROTECTION AREA TWO ❑ FLOOD HAZARD AREA sq. ft. ❑ GEOLOGIC HAZARD sq. ft. ❑ HABITAT CONSERVATION sq. ft. ❑ SHORELINE STREAMS & LAKES sq. ft. ❑ WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY Attach le al description on se urate sheet with the following information included) SITUATE IN THE 5 QUARTER OF SECTION_ S6 31( TOWNSHIP 2 3 , RANGE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) William Gragg, declare under penalty of perjury under the laws of the State of Washington that I am (please check one) ❑ the current owner of the property Involved in this application or ® the authorized representalNe to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers herein contained and the information herewith are in all respects true and correct to the best of my knowledge and belief. 1A �/*' 4, l2 to d� Signature of Owner/ReprVeg6ative Date Signature of Owner/Representative Date STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that t.l`-" 1 \ signed this instrument and acknowledge it to be his/her/their free and voluntary act for the uses and purpose_ a tioned in the instrument. I ;Zl _ T Dated Notary Public in and for the State of Washington lafnem N0619-0 Notary (Print): J TAHZEEN NASIEM Notary Public My appointment expires: F 171'20 State of Washington My AppoiMmant Expires Sep 9, 2020 z Cr`Users\bgragg\Documentslmasterapp.doc landuse.doc Rev: 08/2015 UW Medicine -Valley Medical Center Office Building and Parking Garage Page 2 of 8 July 14, 2016 Current Use: Currently the site is used for U.W. Medicine / Valley Medical Center — Medical Office Buildings with surface parking, landscaping, and parking garages. Development Standards: The project would be subject to RMC 4-2-120B, "Development Standards for Commercial Zoning Designations" effective at the time of complete application (noted as "CO standards" herein). Zoning: The property is located within the Commercial & Mixed Use (CMU) land use designation and the Commercial Office (CO) zoning designation. A medical office building and structured commercial parking garages are both allowed uses in the CO zone. The property is located within urban Design District 'D', and therefore subject to additional design elements. Proposals should have unique, identifiable design treatment in terms of landscaping, building design, signage and street furniture. Design elements are listed in RMC 4-3-100 for District 'D.' Density: Density is not applicable for the project, as there are no dwelling units proposed. Minimum Lot Size, Width and Depth: There are no minimum requirements for lot width or depth within the CO zone. The minimum lot size for lots created after July 11, 1993, in the CO zone, is 25,000 square feet. The proposal has not indicated how the lots would fit based on proposed number of lots. Several property lines would be crossed based on the current site plat. The applicant would be required to complete a lot line adjustment or a lot combination permit in order to determine the minimum development standards of the project. Lot Coverage: The CO zone allows a maximum building coverage of 65 percent, or 75 percent if parking is provided within a building or within an on-site parking garage. There is no maximum impervious surface coverage for the zone. The applicant submitted a site plans with approximately 30,190 square feet building with an approximately 52,485 structured parking garage. The building coverage would add approximately 12 percent (12%) to the site which would comply with the minimum lot coverage standard for the zone. Setbacks: Setbacks are the distance between the building and the property line or any private access easement. Setback requirements in the CO zone are as follows: 15 feet minimum for the buildings less than 25 feet in height front, 20 feet minimum for buildings 25 feet to 80 feet in height, and 30 feet minimum for buildings over 80 feet in height. There is no maximum front yard setback requirement for office buildings or parking garages; and no rear or side yard setbacks unless the property abuts a residential zoned property, where the setback along residentially zoned properties is 15 feet. In general, the proposal only abuts other commercial zoned property or right-of-way. The submitted proposal identifies the locations of the proposed building and structure. No setback measurements, property line adjustments, or line combinations were identified within any of the submitted materials. The proposed location would be required to comply with the setback requirement of the zone. Gross Floor Area: There are no minimum requirements for gross floor area within the CO zone. Building Height: The maximum building height that would be allowed in the CO zone is 250 feet or 20 feet more than the maximum height allowed in the abutting residential zone. The submitted materials identify a five story office building with no indication about how tall the highest point would be. The proposal must comply with the height standard of the zone and heights from grade would need to be identified on any building permit or land use application materials. H:\CED\Planning\Current Planning\PREAPPS\16-000460 UW Medicine -Valley Medica_ _enter Office Building and Parking Garage Page 3 of S July 14, 2016 Screening. Screening must be provided for all surface -mounted and roof top utility and mechanical equipment. The site plan application will need to include elevations and details for the proposed methods of screening. No mechanical or utility equipment was identified in the submitted materials. See RMC 4-4-095 for specific requirements. Refuse and Recycling Areas: Refuse and recycling areas need to meet the requirements of RMC 4-4-090, "Refuse and Recyclables Standards." For office developments, a minimum of two (2) square feet per every one thousand (1,000) square feet of building gross floor area shall be provided for recyclables deposit areas and a minimum of four (4) square feet per one thousand (1,000) square feet of building gross floor area shall be provided for refuse deposit areas. For other nonresidential development, a minimum of three (3) square feet per every one thousand (1,000) square feet of building gross floor area shall be provided for recyclables deposit areas and a minimum of six (6) square feet per one thousand (1,000) square feet of building gross floor area shall be provided for refuse deposit areas. The minimum required area for a 150,000 sf office building would be 900 sf. The submitted materials did not identify a refuse and recycling area for the medical office ,building. Outdoor refuse and recyclables deposit areas and collection points shall not be located in any required setback or landscape areas. The location of the proposed refuse and recyclable area appears to comply with code standards. Enclosures for outdoor refuse or recyclables deposit areas/collection points and separate buildings used primarily to contain a refuse or recyclables deposit area/collection point shall have gate openings at least twelve feet (12') wide for haulers. Landscaping: All portions of the development area not covered by structures, required parking, access, circulation or service areas, must be landscaped with native, drought -resistant vegetative cover. The minimum onsite landscape width required along street frontages is 10 feet, except where reduced through the site plan development review process. All surface parking lots shall have perimeter landscaping and interior parking lot landscaping meeting the standards of RMC 4-4-070. The existing landscaping along Talbot Rd S appears to comply with the minimum 10 feet of onsite landscaping. Please refer to landscape regulations for additional general and specific landscape requirements. A conceptual landscape plan and landscape analysis meeting the requirements in RMC 4-8-120D.12, shall be submitted with a land use application and a detailed landscape plan and landscape analysis shall be submitted with the site plan review application. Significant Tree Retention: There appears that there are several trees located onsite and many more trees located off-site within the stream buffer area (Panther Creek). Because there are trees, a tree retention plan with a tree retention worksheet shall be provided with the formal land use application or building permit. RMC 4-4-130H provides general and specific requirements. The tree retention plan must show preservation of at least 10 percent (109,0) of significant trees, and indicate how proposed parking would be sited to accommodate preservation of significant trees that would be retained. The Administrator may authorize the planting of replacement trees on the site, at a rate of six to one, if it can be demonstrated to the Administrator's satisfaction that an insufficient number of trees can be retained. Significant trees shall be retained in the following priority order: Priority One: landmark trees; significant trees that form a continuous canopy; significant trees on slopes greater than twenty percent; significant trees adjacent to critical areas and their H:\CED\Planning\Current Plan ning\PREAPPS\16-000460 UW Medicine -Valley Medical Center Office Building and Parking Garage Page 4 of 8 July 14, 2016 associated buffers; and significant trees over sixty feet in height or greater than eighteen inches caliper_ Priority Two: Healthy tree groupings whose associated undergrowth can be preserved; other significant native evergreen or deciduous trees; and Other significant non- native trees. Priority Three: Alders and cottonwoods shall be retained when all other trees have been evaluated for retention and are not able to be retained, unless the alders and/ or cottonwoods are used as part of an approved enhancement project within a critical area or its buffer. The Administrator may require independent review of any land use application that involves tree removal and land clearing at the City's discretion. A tree protection plan identifying the diameter and type of existing trees is required as part of a site plan approval, along with tree protection measures as required per code. Tree protection measures to be identified on the plan are outlined in RMC 4-4-130H.9 and include protective fencing, protection from grade changes, and monitoring during construction through the retention of a certified arborist or licensed landscape architect. Fences or Retaining Walls: If the applicant intends to install any fences or retaining walls as part of this project, the location must be designated on the landscape plan or grading plan respectively. A fence and/or wall detail should also be included on the plan if proposed. Parking: Parking for vehicles, loading areas, and driveways shall be provided in accordance with the provisions of the current parking regulations of RMC 4-4-080, "Parking, Loading, and Driveway Regulations." Medical office use requires a minimum and maximum of 5 spaces per 1,000 square feet of net floor area. The applicant is proposing approximately 1,200 parking spaces per the submitted site plan. The submittal exceeds the required number of surface parking stalls (roughly 750 stalls) and therefore does not comply with the maximum standards based on gross area of the structure. If the proposal provides more or less parking than required by code, up to 25 more or 25 percent (25%) less is allowed with justification which may include quantitative information such as sales receipts, documentation of customer frequency, parking standards of nearby cities, or a parking analysis. Beyond the 25% allowance, a request for a parking modification would need to be applied for and granted. This detailed written request can be submitted before or concurrently with a site plan application. The applicant will be required at the time of land use permit to provide a parking analysis of the subject site. The analysis would include dimensions of stalls and drive aisles_ See RMC 4-4-080 for more details: ■ Parking Space Dimensions: o Standard Parking Stall Size: The surface parking regulations specify standard stall dimensions of 9 feet x 20 feet, compact dimensions of 8% feet x 16 feet, and parallel stall dimensions of 9 feet x 23 feet. ADA accessible stalls must be a minimum of 8 feet in width by 20 feet in length, with an adjacent access aisle of 8 feet in width for van accessible spaces. lip to 40 percent of stalls may be compact spaces designated for employee parking, and up to 30 percent of stalls may be compact spaces if designated for all users. The appropriate amount of ADA accessible stalls based on the total number of spaces must be provided. H:\CED\Planning\Current Planning\PREAPPS\16-000460 UW Medicine -Valley Medica_ __nter Office Building and Parking Garage Page 5 of 8 July 14, 2016 o Structured Parking Stall Size: The minimum length is fifteen feet (15') and eight feet, four inches (8'4") in width. A stall shall be a minimum of sixteen feet (16') for stalls designed at forty five degrees (45°) or greater. Each parallel stall shall be twenty three feet by nine feet (23' x 9') in size. A vehicle parking analysis with the number of spaces existing, existing to be relocated, and new stalls would need to be provided as part of the land use application for review and approval by the Planning Division Project Manager. All non-residential development that exceeds 4,000 gross sf in size would also be required to comply with the bicycle parking requirements. When there are two (2) or more separate uses on a site, the required bicycle parking for the site shall be the sum of the required parking for the individual uses. Modification of these minimum standards requires written approval from the Department of Community and Economic Development. The number of bicycle parking spaces required would be based on 10% of the required number of parking stalls. The bicycle parking provided for the proposed use shall be provided for secure extended use and shall protect the entire bicycle and its components and accessories from theft and weather. Acceptable examples include bike lockers, bike check-in systems, in -building parking, and limited access fenced areas with weather protection. Spaces should follow the requirements of RMC 4- 4-080F.11. Access: Driveway widths are limited by the driveway standards, in RMC 4-40801. No changes to the existing driveway locations are proposed. Pedestrian Access, A pedestrian connection shall be provided from all public entrances to the street, in order to provide direct, clear and separate pedestrian walks from sidewalks to building entries and internally from buildings to abutting properties. A clear and separate pedestrian walk would be required from the public access points to the building entrance. Signs: Signs are required to meet the minimum standards of RMC 4-4-100 "Sign Regulations" and require sign permit review which is different than building permit review. Lighting: A detailed lighting plan and analysis would be required as part of the building permit submittal. The lighting plan shall meet the lighting standards of the code (RMC 4-4075). Building Design Standards: Compliance with Urban Design Regulations, District `D; is required. See Renton Municipal Code section 4-3-100. The following bullets are a few of the standards outlined in the regulation: • The availability of natural light (both direct and reflected) and direct sun exposure to nearby buildings and open space (except parking areas) shall be considered when siting structures. ■ Buildings shall be oriented to the street with clear connections to the sidewalk. ■ The front entry of a building shall be oriented to the street or a landscaped pedestrian - only courtyard. ■ Building entries from a street shall be clearly marked with canopies, architectural elements, ornamental lighting, or landscaping and include weather protection at least four and one-half feet (4-1/2') wide (illustration below). Buildings that are taller than thirty feet (30') in height shall also ensure that the weather protection is proportional to the distance above ground level. H:\CED\Planning\Current Planning\PREAPPS\16-004460 UW Medicine -Valley Medical Center Office Building and Parking Garage Page 6 of 8 July 14, 2016 • Features such as entries, lobbies, and display windows shall be oriented to a street or pedestrian -oriented space; otherwise, screening or decorative features should be incorporated. ■ Building articulation to divide a larger architectural element into smaller increments. ■ Service elements shall be located and designed to minimize the impacts on the pedestrian environment and adjacent and/or abutting uses. Service elements shall be concentrated and located where they are accessible to service vehicles and convenient for tenant use. ■ A primary entrance of each building shall be located on the fa4ade facing a street, shall be prominent, visible from the street, connected by a walkway to the public sidewalk, and include human -scale elements. ■ Parking shall be located so that no surface parking is located between a building and the front property line, or the building and side property line, on the street side of a corner lot. ■ Parking garages shall not dominate the streetscape; they shall be designed to be complementary with adjacent and abutting buildings. They shall be sited to complement, not subordinate, pedestrian entries. Similar forms, materials, and/or details to the primary building(s) should be used to enhance garages. ■ Parking garages at grade shall include screening or be enclosed from view with treatment such as walls, decorative grilles, trellis with landscaping, or a combination of treatments. ■ Amenities such as outdoor group seating, benches, transit shelters, fountains, and public art shall be provided. ■ On any facade visible to the public, transparent windows and/or doors are required to comprise at least 50% of the portion of the ground floor facade that is between 4 feet and 8 feet above ground. ■ Buildings shall use at least one of the following elements to create varied and interesting roof profiles (see illustration, subsection RMC 4-3-1001.5.f): extended parapets; feature elements projecting above parapets; projected cornices; pitched or sloped roofs. ■ Buildings shall employ material variations such as colors, brick or metal banding, patterns, or textural changes. Design review would be completed during the formal land use review process. Critical Areas: Based on City of Renton Critical Areas Maps, the site contains moderate landslide hazards. A geotechnical analysis for the site would be required. The analysis would need to assess soil conditions and detail construction measures to assure building stability. The site also contains regulated and protected slopes and Panther Creek (a Type F Stream). A type F stream has a 115 -foot critical area buffer width and a 15 foot structure setback beyond the buffer. A stream study for the site would be required. It is the applicant's responsibility to ascertain whether any additional critical areas or environmental concerns are present on the site during site development or building construction. HACEQ\Planning\Current Planning\PREAPPS\16-000460 UW Medicine -Valley Medica. _enter Office Building and Parking Garage Page 7 of 8 July 14, 2016 Environmental Review: The proposed project would be subject to Washington State Environmental Policy Act (SEPA). Therefore, an environmental checklist is a submittal requirement. An environmental determination would be made by the Renton Environmental Review Committee. This determination is subject to appeal by either the project proponent, by a citizen of the community, or another entity having standing for an appeal. Permit Requirements: The proposed project would require Hearing Examiner Site Plan Approval, Environmental (SEPA) Review and a parking modification. A lot line adjustment or lot combination would be required as structures would not be permitted across property lines. The purpose of the Site Plan process is the detailed arrangement of project elements so as to be compatible with the physical characteristics of a site and with the surrounding area. An additional purpose of Site Plan is to ensure quality development consistent with City goals and policies General review criteria includes the following: a. Compliance and Consistency. Conformance with plans, policies, regulations and approvals, including: b. Off -Site Impacts. Mitigation of impacts to surrounding properties and uses. c. On -Site Impacts. Mitigation of impacts to the site. d. Access and Circulation. Safe and efficient access and circulation for all users. e. Open Space. Incorporation of public and private open spaces to serve as distinctive project focal points and to provide adequate areas for passive and active recreation by the occupants/users of the site. f. Views and Public Access. Provision of view corridors to shorelines and Mt. Rainier, incorporates public access to shorelines, and arranges project elements to protect existing natural systems where applicable. g. Services and Infrastructure. Availability of public services and facilities to accommodate the proposed use. h. Signage. Use of signs primarily for the purpose of identification and management of sign elements — such as the number, size, brightness, lighting intensity, and location — to complement the visual character of the surrounding area, avoid visual clutter and distraction, and appear in proportion to the building and site to which they pertain; and i. Phasing. Inclusion of a detailed sequencing plan with development phases and estimated time frames, if applicable. There may be other approvals (modifications, variances, etc.) required depending on the final scope of the proposal. All applications can be reviewed concurrently in an estimated time frame of 12 weeks once a complete application is accepted. The Administrative Site Plan Review application fee is $2,500. The application fee for SEPA Review (Environmental Checklist) is $1,000. The application fee for the parking modification is $150. The application fee for a lot line adjustment is $450. There is an additional 3% technology fee at the time of land use application. Detailed information regarding the land use application submittal is provided in the attached handouts. Public Information Sign: The applicant is required to install a proposed land use action sign on the subject property per the specifications provided within the public information sign handout. HACED\Planning\Current Plan ning\PREAPPS\16-000460 UW Medicine -Valley Medical Center office Building and Parking Garage Page 8 of 8 July 14, 2016 The applicant is solely responsible for the construction, installation, maintenance, removal, and any costs associated with the sign. Public Meeting: Please note a neighborhood meeting, according to RMC 4-8-090, is required for: a. Preliminary plat applications; b. Planned urban development applications; and c. Projects estimated by the City to have a monetary value equal to or greater than ten million dollars ($10,000,000), unless waived by the Administrator. The intent of this meeting is to facilitate an informal discussion between the project developer and the neighbors regarding the project. The neighborhood meeting shall occur after a pre - application meeting and before submittal of applicable permit applications. The public meeting shall be held within Renton city limits, at a location no further than two (2) miles from the project site. In addition to the required land use permits, separate construction, building and sign permits would be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any appeal periods_ Impact Mitigation Fees: In addition to the applicable building and construction fees, impact fees would be required. Such fees would apply to all projects and would be calculated at the time of building permit application and payable prior to building permit issuance. The 2016 fees are as follows: • A Transportation Impact Fee of $9.39 per square foot for medical office buildings; and ■ A Fire Impact fee of $0.87 per square foot of commercial medical office space. A handout listing Renton's development -related fees is available on the City of Renton website for your review. Note: When the formal application materials are complete, the applicant is strongly encouraged to have one copy of the application materials pre-screened at the 6th floor front counter prior to submitting the complete application package. Please call Clark Close, Senior Planner, at 425-430-7289 for an appointment. Expiration: Upon site plan approval, the site plan approval is valid for two years with a possible two-year extension. H:\CED\Planning\Current Planning\PREAPP5\16-000460 �� WPV adue9 ]MW1 0C WLL�L'JaAq"I L [ vPeuoml .-co•✓irwo Wd��DR+I -.11N 00'C9.l9LSYY9S1w� Qc of gl� lu; WYCE'iC'01 OLfZ1LUG W � W. 0 z z .. . a x U Z aWaC7LLl � C WS d rl]w I „ XCco RYA co ILLLLLJJ f_.- '- G r �� WPV adue9 ]MW1 0C WLL�L'JaAq"I L [ vPeuoml .-co•✓irwo Wd��DR+I -.11N 00'C9.l9LSYY9S1w� Qc of gl� lu; WYCE'iC'01 OLfZ1LUG Dotes UW Medicine — Valley Medical Center Office Building and Parking Garage 19 72 0 136 272 Feet (GS -1 984Web Mercator_Auxiliary_Sphere City of 0 on Finance & I I' Division Legend City and County Boundary ■ RMH-Residential Manufactured Homes Other CN-CommercLal Neighborhood City of Renton ® CV -Center Village Parcels ■ CA -Commercial Arterial Zoning ■ UC -Urban Center ■ RC -Resource Conservation ■ CD -Center Downto'+vn ' R1 -Residential 1 duiac COR -Commercial OfficeiResidential R4Residential4 duiac CO-Cemmercial Office RCrResidendal - 6 DU;AC iL-Indusinal - Light RB-Residenhal 8 dufac IM-Industnal - Medium Information Technology - GIS I his —p is a user generaled slal:c output from an intefrn^t mappi,rg srt� and s for reference or'r;- ,ala lavers that appear on ftp map rmiy Cr niay no! be Renton MapSupport@Rentonwa.gov accuralr.. u:renl cr other, su rel ab a 711412016 THIS MAP IS NOT TO BE USED FOR NAVIGATION Form No. 14 Subdivision Guarantee Guarantee No.: NCS-815621-WAl GUARANTEE Issued by First American Title Insurance Company 818 Stewart Street, Suite 800, Seattle, WA 98101 Title Officer: Lavonne Bowman Phone: (206)728-0400 FAX.• (206)448-6348 FirstAmerlcan Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) a�� .k .ir•kt r -r Guarantee No.. NCS-815621-WAi Page No.: 1 First American Title Insurance Company Natiarral Commercial Services 818 Stewart Street, Suite 800, Seattle, WA 98101 (206)728-0400 - (800)526-7544 FAX (206)448-6348 Lavonne Bowman Jessica Bowerman (206)615-3269 (206)615-3049 lavbowman@firstam.com jbowerman@firstam.com SUBDIVISION GUARANTEE LIABILITY $ 2,000.00 ORDER NO.: NCS-815621-WA1 FEE $ 1,500.00 TAX $ 144.00 YOUR REF.: Valley Medical Center First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Valley Medical Center herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: September 27, 2016 at 7:30 A.M. First American Title Insurance Company Form No. 14 Subdlvfsfon Guarantee (4-10-75) SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Guarantee No.: NCS-815621-WAI Page No.: 2 Public Hospital District No. 1 of King County, a Washington municipal corporation, aka Valley General Hospital as to Parcels I, III, IV and V and HR Valley North, LLC, a Delaware limited liability company as to Parcel II B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any portion thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: PARCEL I: LOTS 1 THROUGH 10, TRACT A AND PARCEL B OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108. BSP LND-35-0007 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTTON; EXCEPT THE BUILDING AND IMPROVEMENTS LOCATED ON SAID PARCEL B. PARCEL II: THE BUILDING AND IMPROVEMENTS LOCATED ON THE FOLLOWING DESCRIBED PARCEL: PARCEL B OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108. BSP LND-35-0407 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON. PARCEL III: LOT A OF DR. BRAIN RENTON SHORT PLAT NO. 213-78, ACCORDING TO SHORT PLAT RECORDED DECEMBER 14, 1978 UNDER RECORDING NO. 7812149018, IN KING COUNTY, WASHINGTON. PARCEL IV: COMMENCING AT A POINT WHERE THE WESTERLY BORDER LINE OF COUNTY ROAD NO. 80 First American Title Insurance Company Form No. 14 0 Subdivision Guarantee (4-10-75) quarantee No.: NCS-815621-WAI Page No.: 3 (KNOWN AS KENT-KANGLEY ROAD) INTERSECTS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THE POINT OF BEGINNING; THENCE WEST ALONG THE NORTH LINE OF SAID SECTION 31 A DISTANCE OF 200 FEET; THENCE SOUTH A DISTANCE OF 75 FEET; THENCE EAST TO THE WESTERLY BORDER LINE OF SAID COUNTY ROAD NO. 80; THENCE NORTHERLY ALONG THE WESTERLY BORDER LINE OF SAID COUNTY ROAD NO. 80 TO THE POINT OF BEGINNING. PARCEL V: THE NORTH 85 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF COUNTY ROAD NO. 80 AND EAST OF A LINE 300 FEET WEST, MEASURED ALONG THE NORTH LINE OF SAID SUBDIVISION, FROM THE INTERSECTION OF SAID NORTH LINE WITH THE WESTERLY LINE OF COUNTY ROAD NO. 80; EXCEPT THE NORTH 75 FEET OF THE EAST 200 FEET THEREOF, MEASURED ALONG SAID NORTH LINE THEREOF. First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) RECORD MATTERS: Guarantee No.: NCS-815621-WAI Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 885767-0010-05, are exempt. Page No.: 4 We note Special Charges for the year 2016 in the amount of $9.23, of which $9,23 has been paid. Balance due: $0.00, (Affects Lot 1) Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Roils, as tax account no. 885767-0020-03, are exempt. We note Special Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0.00. (Affects Lot 2) 3. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 885767-0030-01, are exempt. We note Special Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0.00. (Affects Lot 3) 4. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 885767-0040-09, are exempt We note Special Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0.00. (Affects Lot 4) Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 885767-0050-06, are exempt. We note Speciai Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0.00. (Affects Lot 5) 6. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 885767-0060-04, are exempt. We note Special Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0,00. First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) (Affects Lot 6) 7, General Taxes for the year 2016. Tax Account No.: Amount Billed: $ Amount Paid: $ Amount Due: $ Assessed Land Value: $ Assessed Improvement Value: $ (Affects Lot 7, taxable portion) 885767-0070-02 224,954.90 112,477.45 112,477.45 376,300.00 16, 639, 200.00 Guarantee No.: NCS-815621-WAl Page No.: 5 S. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 885767-0070-93, are exempt. (Affects Lot 7, exempt portion) 9. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 885767-0080-00, are exempt. We note Special Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0.00. (Affects Lot 8) 10. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 885767-0100-06, are exempt. We note Special Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0.00. (Affects Lot 10) 11. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 885767-0110-04, are exempt. We note Special Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0.00. (Affects Parcel B of Valley General Hospital) 12. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 302305-9034-03, are exempt. We note Special Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0.00. (Affects Parcel C) First American Title Insurance Company Form No. 14 Guarantee No.: NCS -815621 -WAS Subdivision Guarantee (4-10-75) Page No.: 6 13. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 312305-9065-04, are exempt. We note Special Charges for the year 2016 in the amount of $9.23, of which $9.23 has been paid. Balance due: $0.00. (Affects Parcel D) 14. Liability, if any, for pro -rata portion of Real Property taxes which are carried on the King County Tax Rolls, as tax account no. 312305-9085-00, are exempt. We note Special Charges for the year 2016 in the amount of $7.70, of which $7.70 has been paid. Balance due: $0.00. (Affects Parcel E) 15. Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RCW 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County and Pierce County may be subject to the King County Sewage Treatment Capacity Charges. To verify charges contact: (206) 296-1450 or CapChargeEscrow@kingcounty.gov. 16. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water or sewer facilities of South Talbot Hill -Valley General Hospital Area as disclosed by instrument recorded March 26, 1984 as recording no. 8403260504. 17. Easement, including terms and provisions contained therein: Recording Information: December 13, 1916 as 1103039 In f=avor of: Puget Sound Traction, Light & Comppany For: Transmission and/or distribution line 18. Right to make necessary slopes for cuts or fills upon said premises for John Langston Road as granted by deed recorded April 9, 1934 under recording no. 2794913. 19. Covenants, conditions, restrictions and/or easements: Recorded: July 1, 1969 Recording No.: 6533037 20. Easement, including terms and provisions contained therein: Recording Information: January 28, 1970 under Recording No. 6614144 In Favor of: Puget Sound Power and Light Company, a Washington corporation For: Electric transmission and/or distribution system Affects: as described therein 21. Easement, including terms and provisions contained therein: First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS-815621-WAl Page No.: 7 Recording Information: January 28, 1970 under Recording No. 6614145 In Favor of: Puget Sound Power and Light Company, a Washington corporation For: Electric transmission and/or distribution system Affects: as described therein 22. Easement, including terms and provisions contained therein: Recording Information: January 12, 1976 under Recording No, 7601120549 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: Electric transmission and/or distribution system Affects: as described therein 23. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Valley General Hospital -Dr. Brain Short Plat No. 213- 78 recorded December 14, 1978 under Recording No. 7812149018, in King County, Washington. 24. The terms and provisions contained in the document entitled "License Agreement", executed by and between Public Hospital District No. 1 of King County, a municipal corporation and City of Renton, a municipal corporation, recorded August 20, 1979 as Instrument No. 7908200611 of Official Records. 25. Easement, including terms and provisions contained therein: Recording Information: July 31, 1979 under Recording No. 7907311138 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: Electric transmission and/or distribution system Affects: as described therein 26. Easement, including terms and provisions contained therein: Recording Information: August 13, 1979 under Recording No. 7908130547 In Favor of: City of Renton, a municipal corporation For: Drainage facility Affects: as described therein 27. Easement, including terms and provisions contained therein: Recording Information: April 13, 1981 under Recording No. 8104130478 In Favor of: City of Renton, a municipal corporation For: Water pipelines Affects: as described therein 28. Easement, including terms and provisions contained therein: Recording Information: April 16, 1981 under Recording No. 8104160537 In Favor of: Puget Sound Power & Light Company, a Washington corporation FirstAmencan Title Insurance Company Form No. 14 Guarantee No.: NCS-815621-WA1 Subdivision Guarantee (4-1&-75) Page No.: 8 For: Underground electric transmission and/or distribution system Affects: as described therein 29. Easement, including terms and provisions contained therein: Recording Information: October 27, 1981 under Recording No. 8110270511 In Favor of: City of Renton, a municipal corporation For: Sewer line Affects: as described therein 30. The terms and provisions contained in the document entitled "Agreement", executed by and between San Lwai, Cavella Lwai and Blue Mt. Development Ltd. and Eugene Brain and Lillian Brain , recorded November 3, 1981 under Recording No. 8111030304 of Official Records. 31. Easement, including terms and provisions contained therein: Recording Information: November 16, 1981 under Recording No. 8111160317 In Favor of: Pacific Northwest Bell Telephone Company, a Washington corporation For: Underground communication lines Affects: as described therein 32. Easement, including terms and provisions contained therein: Recording Date: December 11, 1981 Recording Information: 8112110351 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: Electric transmission and/or distribution system Affects: as described therein 33. Easement, including terms and provisions contained therein: Recording Information: December 11, 1981 under Recording No. 8112110352 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: Electric transmission and/or distribution system Affects: as described therein 34. Reservations and exceptions, including the terms and conditions thereof: Reserving: Minerals Reserved By: Robert P. Bonamy and Vadie B. Bonamy Recorded: January 12, 1982 Recording Information: 8201120257 35. The terms, provisions and easement(s) contained in the document entitled "Agreement and Easement for Sewer" recorded December 9, 1982 as Recording No. 8212090481 of Official Records. 36. Easement, including terms and provisions contained therein: Recording Information: August 13, 1984 under Recording No. 8408130445 First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS-815621-WAl Page No.: 9 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: Electric transmission and/or distribution system Affects: as described therein 37. Easement, including terms and provisions contained therein: Recording Date: October 31, 1986 Recording Information: 8610311868 In Favor of: City of Renton For: Public utilities Affects: as described therein 38. Easement, including terms and provisions contained therein: Recording Information: September 8, 1987 under Recording No. 8709080354 In Favor of: San Lwai and Blue Mountain Limited Partnership, a Washington limited partnership For: 24 foot wide access road Affects: as described therein Said easement partially terminated by instrument recorded June 2, 1989 under Recording No. 8906020695. 39. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: King County Hospital District No. 1 (a/k/a Valley General Hospital, Renton, Washington) Grantee/Beneficiary: Old National Bank of Washington, a Washington corporation Trustee: Commonwealth Land and Title Company of Philadelphia Amount: $264,085.16 Recorded: October 27, 1987 Recording Information: 8710270692 40. Easement, including terms and provisions contained therein: Recording Information: April 4, 1988 under Recording No. 8804040492 In Favor of: Puget Sound Power & Light Company, a Washington corporation For: Electric transmission and/or distribution system Affects: as described therein 41. The terms, provisions and easement(s) contained in the document entitled "Declaration of Easements and Utilities Services Agreement" recorded May 19, 1989 as Recording No. 8905191454 of Official Records. 42. Covenants, conditions, restrictions and/or easements: Recorded: May 19, 1989 and September 14, 2016 Recording No.: 8905191455 and 2016091000747 43. Easement, including terms and provisions contained therein: Recording Information: December 28, 1989 under Recording No. 8912281554 First American Title Insurance Company Form No. 14 Guarantee No.: NCS-815621-WA1 Subdivision Guarantee (4-10-75) Page No.: 10 For: Access and parking Affects: as described therein 44. The terms and provisions contained in the document entitled "Notice of Underground Storage Tank Abandonment" recorded March 23, 1990 under Recording No. 9003230403 of Official Records. 45, Lease made by Public Hospital District No. 1 of King County, a Washington municipal corporation dba Valley Medical Center, lessor, to McDonald's Corporation, a Delaware corporation, lessee, for a term of 5 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated March 25, 1992, and recorded May 5, 1992 as document no. 9205051517. Said lease, among other things provides for an option to renew for a period of 5 additional terms of 5 years each. (Affects a portion of Lot 1) Document(s) declaring modifications thereof recorded November 25, 1992 as 9211251627 of Official Records. 46. Easement, including terms and provisions contained therein: Recording Information: May 14, 1992 under Recording No. 9205140426 In Favor of: Valley Two Limited Partnership, a Washington limited partnership For: Utility services, parking and access Affects: as described therein Document(s) declaring modifications thereof recorded September 22, 1999 as Recording No. 19990922001766 of Official Records. 47. Lease made by Public Hospital District No. 1 of King County, a Washington municipal corporation, lessor, to Valley Two Limited Partnership, a Washington limited partnership, lessee, for a term of 50 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated April 1, 1992, and recorded May 14, 1992 as document no. 9205140427. Said lease, among other things provides for an option to renew for a period of 2 additional terms of 15 years each. Document(s) declaring modifications thereof recorded as 9205140428, 9401310722, 7401310724 and 19990922001764 of Official Records. Lessee's interest is now held of record by AHP of Washington, Inc., a Washington corporation pursuant to instruments recorded under Recording Nos. 19990922001761, 19990922001762, 20061002001389 and 20061002001390. First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NGS-815621-WA1 Page No.: 11 48. Lease made by Valley Two Limited Partnership, a Washington limited partnership, lessor, to Public Hospital District No. 1 of King County, a Washington municipal corporation, lessee, for a term of 20 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated April 21, 1992, and recorded May 14, 1992 as document no. 9205140429. Said lease, among other things provides for an option to renew for a period of 2 additional terms of 10 years each and 1 term of 5 years. (Affects Suite 100, Lot 7) 49. Lease made by Valley Two Limited Partnership, a Washington limited partnership, lessor, to Public Hospital District No. 1 of icing County, a Washington municipal corporation, lessee, for a term of 12 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated April 21, 1992, and recorded May 14, 1992 as document no. 9205140430. Said lease, among other things provides for an option to renew for a period of 5 years. (Affects Suite 300, Lot 7) 50. The terms and provisions contained in the document entitled "Street Use Permit" recorded January 15, 1993 as Recording No. 9301150938 of Official Records. 51. Easement, including terms and provisions contained therein: Recording Information: February 23, 1993 under Recording No. 9302232323 In Favor of: City of Renton, a municipal corporation For: Utilities, roadway slopes and sidewalk areas Affects: The portion adjoining Southwest 43rd Street and Talbot Road 52. Easement, including terms and provisions contained therein: Recording Information: July 12, 1993 under Recording No. 9307121299 In Favor of: City of Renton, a municipal corporation For: Utilities, roadway slopes Affects: as described therein 53. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Valley Medical Center North Campus Binding Site Plan No, LUA-93-108 BSP LND-35-0007 recorded Volume 166 of Plats at Page(s) 89 through 93, in King County, Washington. 54. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Valley Medical Office Building LLP, a Washington limited liability company Grantee/Beneficiary: National Life Insurance Company, a Vermont corporation Trustee: Chicago Title Insurance Company Amount: $15,000,000.00 Recorded: June 2, 2010 Recording Information: 20100602000274 First American Title Insurance Company Form No. 14 Guarantee No.: NCS-815621-WA1 Subdivision Guarantee (4-10-75) Page No.: 12 (Affects Lot 9) 55. Assignment of leases and/or rents and the terms and conditions thereof: Assignor: Valley Medical Office Building LLP, a Washington limited liability company Assignee: National Life Insurance Company, a Vermont corporation Recorded: June 2, 2010 Recording Information: 20100602000275 (Affects Lot 9) 56. Lease made by Public Hospital District No. 1 of King County, a Washington municipal corporation, lessor, to HR Valley North, LLC, a Delaware limited liability company, lessee, for a term of 99 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated April 29, 2016, and recorded April 29, 2016 as document no. 20160429000645. (Affects Parcel B of Parcel I) 57. The terms and provisions contained in the document entitled "Appurtenant Easement Agreement" recorded April 29, 2016 as 20160429000646 of Official Records. (Affects Parcel B of Parcel I) 58. Terms and conditions of the Bargain and Sale Deed between Valley Medical Office Building LLP, grantor and HR Valley North, LLC, grantee, recorded under Recording No. 20160912000775. Said deed purportes to convey the building and improvements only. No record is found of a proper severance of said building and improvements. (Affects Lot 9) 59. Lease made by Public Hospital District No. 1 of King County, a Washington municipal corporation, lessor, to HR Valley North, LLC, a Delaware limited liability company, lessee, for a term of 99 years, and the covenants and conditions as therein contained, as disclosed by Memorandum of Lease dated September 13, 2016, and recorded September 14, 2016 as document no. 20160914000746. Said lease amends and restates that ground lease recorded under Recording No. 8712290469 and all amendments thereto. (Affects Lot 9) 60. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) A. 11 Guarantee No.: NCS-615621-WA1 Page No.: 13 INFORMATIONAL NOTES Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. General taxes for the year 2016 which have been paid. Tax Account No. 885767-0090-05 Amount: $216,588.45 Assessed Land Value; $385,300.00 Assessed Improvement Value: $15,965,000.00 (Affects Lot 9) First American Title Insurance Company Form No. 14 Guarantee No.: NCS-815621-WAI Subdivision Guarantee (4-10-75) Page No.: 14 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except W the extent that specific assurance are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the pubiic records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non -judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in this Guarantee. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to in this Guarantee, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in this Guarantee, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (C) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to reai property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation In such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole optior and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, m its sole discretion, to appeal from an adverse judgment or order, (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. S. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (40) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) First American Title Insurance Company 6. Options to Pay or Otherwise Settle Claims: Te. __.mation of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shalt/ terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in this Guarantee; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section fi of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. a, Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter Assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shat) not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall no, be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. Form No. 1282 (Rev. 12/15/95) First American Title Insurance Company WATER EASEMENT DESCRIPTION THOSE PORTIONS OF THE FOLLOWING DESCRIBED PROPERTY; LOTS 1-3, 6, 9, 10 AND PARCEL B OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108. BSP LND-35-0007 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON; BEING A 15 FOOT WIDE STRIP OF LAND LYING 7.5 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINES: COMMENCING AT THE SOUTHWFST CORNER OF SAID LOT 10, THENCE NORTH 11056'03" WEST, ALONG THE WEST LINE OF SAID LOT 10, A DISTANCE OF 7.19 FEET, TO THE POINT OF BEGINNING; THENCE SOUTH 82009'49" EAST, A DISTANCE OF 27.54 FEET TO A POINT H EREINAFTER REFERRED TO AS POINT "A"; THENCE NORTH 15047'08" EAST, A DISTANCE OF 4.41 FEET; THENCE NORTH 01023'51" WEST, A DISTANCE OF 5.60 FEET; THENCE NORTH 45028'23" WEST, A DISTANCE OF 35.88 FEET; THENCE NORTH 00013'38" WEST, A DISTANCE OF 7.98 FEET; THENCE NORTH 15004'16" EAST, A DISTANCE OF 12.22 FEET; THENCE NORTH 32042'48" EAST, A DISTANCE OF 38.01 FEET; THENCE NORTH 18044'14" WEST, A DISTANCE OF 8.53 FEET; THENCE NORTH 70013'16" EAST, A DISTANCE OF 22.75 FEET; THENCE SOUTH 69008'57" EAST, A DISTANCE OF 102.37 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "B"; THENCE CONTINUING SOUTH 69008'57" EAST, A DISTANCE OF 34.57 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "C"; THENCE CONTINUING SOUTH 69008'57" EAST, A DISTANCE OF 5.35 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "D"; THENCE CONTINUING SOUTH 69008'57" EAST, A DISTANCE OF 59.31 FEET; THENCE SOUTH 84011'16" EAST, A DISTANCE OF 25.90 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "E"; THENCE SOUTH 84033'58" EAST, A DISTANCE OF 83.82 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "F THENCE SOUTH 88020'15" EAST, A DISTANCE OF 29.28 FEET; THENCE NORTH 79018'36" EAST, A DISTANCE OF 157.15 FEET; THENCE NORTH 22028'13" EAST, A DISTANCE OF 103.32 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "G"; THENCE CONTINUING NORTH 22028'13" EAST, A DISTANCE OF 7.63 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "H"; THENCE NORTH 22023'38" EAST, A DISTANCE OF 9.48 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "I"; THENCE NORTH 21°44102" EAST, A DISTANCE OF 48.71 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "3"; THENCE CONTINUING NORTH 21044'02" EAST, A DISTANCE OF 172.21 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "K"; THENCE NORTH 20046'11" EAST, A DISTANCE OF 367.04 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "L"; THENCE NORTH 22044'37" EAST, A DISTANCE OF 274.03 FEET; THENCE NORTH 15028'16" EAST, A DISTANCE OF 39.19 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "M"; THENCE NORTH 87030'28" WEST, A DISTANCE OF 61.89 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "N"; THENCE NORTH 89021'50" WEST, A DISTANCE OF 238.59 FEET; THENCE NORTH 74052'00" WEST, A DISTANCE OF 4.40 FEET TO A POINT H EREINAFTER REFERRED TO AS POINT "0"; THENCE CONTINUING NORTH 74052'00" WEST, A DISTANCE OF 13.91 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "P"; THENCE CONTINUING NORTH 74052'00" WEST, A DISTANCE OF 28.55 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "PA"; THENCE CONTINUING NORTH 74052'00" WEST, A DISTANCE OF 25.97 FEET; THENCE NORTH 68044'38" WEST, A DISTANCE OF 46.23 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "Q"; THENCE CONTINUING NORTH 68044"38" WEST, A DISTANCE OF 3.07 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "R",- THENCE R",- THENCE CONTINUING NORTH 68044'38" WEST, A DISTANCE OF 8.23 FEET; THENCE NORTH 49008'07" WEST, A DISTANCE OF 38.33 FEET; THENCE NORTH 62015'37" WEST, A DISTANCE OF 20.59 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "S"; THENCE CONTINUING NORTH 62015'37" WEST, A DISTANCE OF 32.74 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "SA"; THENCE NORTH 62018'04" WEST, A DISTANCE OF 57.09 FEET; THENCE NORTH 64043'54" WEST, A DISTANCE OF 73.27 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "T"; THENCE NORTH 59052'59" WEST, A DISTANCE OF 47.34 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "U"; THENCE CONTINUING NORTH 59°52'59" WEST, A DISTANCE OF 95.16 FEET; THENCE SOUTH 21040'17" WEST, A DISTANCE OF 36.21 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "V"; THENCE SOUTH 21°35'05" WEST, A DISTANCE OF 196.27 FEET; THENCE SOUTH 25011'11" EAST, A DISTANCE OF 36.95 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "W"; THENCE SOUTH 21007'44" WEST, A DISTANCE OF 54.96 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "X"; THENCE CONTINUING SOUTH 21°07'44" WEST, A DISTANCE OF 5.11 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "Y"; THENCE CONTINUING SOUTH 21°07'44" WEST, A DISTANCE OF 44.40 FEET,- THENCE EET;THENCE SOUTH 01003'17" EAST, A DISTANCE OF 92.33 FEET; THENCE SOUTH 21051'28" WEST, A DISTANCE OF 61.22 FEET; THENCE SOUTH 65048'09" EAST, A DISTANCE OF 11.00 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "Z"; THENCE CONTINUING SOUTH 65048'09" EAST, A DISTANCE OF 5.82 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "AA"; THENCE CONTINUING SOUTH 65048'09" EAST, A DISTANCE OF 16.62 FEET; THENCE SOUTH 22015'59" WEST, A DISTANCE OF 173.27 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "BB"; THENCE CONTINUING SOUTH 2215'59" WEST, A DISTANCE OF 10.34 FEET; THENCE SOUTH 25010"13" EAST, A DISTANCE OF 6.19 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "CC"; THENCE SOUTH 63°03'55" WEST, A DISTANCE OF 34.46 FEET; THENCE SOUTH 13028'49" WEST, A DISTANCE OF 54.98 FEET; THENCE SOUTH 01045'48" EAST, A DISTANCE OF 30.26 FEET; THENCE SOUTH 05023'27" EAST, A DISTANCE OF 24.46 FEET; THENCE SOUTH 08007'56" EAST, A DISTANCE OF 44.12 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "DD"; THENCE CONTINUING SOUTH 0800756" EAST, A DISTANCE OF 9.96 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "EE"; THENCE CONTINUING SOUTH 08007'56" EAST, A DISTANCE OF 6.16 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "FF"; THENCE CONTINUING SOUTH 0800756" EAST, A DISTANCE OF 10.79 FEET; THENCE SOUTH 81041'39" WEST, A DISTANCE OF 11.35 FEET; THENCE SOUTH 06028'25" EAST, A DISTANCE OF 97.33 FEET; THENCE SOUTH 07058'12" EAST, A DISTANCE OF 84.46 FEET; THENCE SOUTH 13018'54" EAST, A DISTANCE OF 39.33 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "GG"; THENCE SOUTH 15050'57" EAST, A DISTANCE OF 39.99 FEET; THENCE NORTH 70013'16" EAST, A DISTANCE OF 29.05 FEET TO THE TERMINUS OF THIS CENTERLINE PORTION, ALSO BEING THE END OF LINE (L45) AS SHOWN ON SHEETS 1 AND 4 OF 5; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "A", THENCE SOUTH 82009'49" EAST, A DISTANCE OF 38.47 FEET; THENCE SOUTH 35058'34" EAST, A DISTANCE OF 3.16 FEET, TO THE SOUTH LINE OF SAID LOT 10, AND THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "B" THENCE SOUTH 19015'12" WEST, A DISTANCE OF 34,10 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "C" THENCE SOUTH 21055'24" WEST, A DISTANCE OF 32.15 FEET; THENCE NORTH 6903035" WEST, A DISTANCE OF 28.30 FEET, AND THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "D", THENCE SOUTH 22021'17" WEST, A DISTANCE OF 39.86 FEET; THENCE NORTH 68040'59" WEST, A DISTANCE OF 31.16 FEET TO THE TERMINUS OF THIS CENTERLINE PORTION, TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "E", THENCE SOUTH 14°11'06" WEST, A DISTANCE OF 42.46 FEET; THENCE NORTH 86048'10" WEST, A DISTANCE OF 98.87 FEET; THENCE SOUTH 46003'17" WEST, A DISTANCE OF 7.67 FEET, TO THE SOUTH LINE OF SAID LOT 10 AND THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "F", THENCE SOUTH 00053'13" WEST, A DISTANCE OF 19.93 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "G", THENCE SOUTH 68059'52" EAST, A DISTANCE OF 18.11 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH, BEGINNING AT THE AFOREMENTIONED POINT "H", THENCE SOUTH 67014'58" EAST, A DISTANCE OF 9.03 FEET; THENCE NORTH 21004'42" EAST, A DISTANCE OF 6.56 FEET; THENCE SOUTH 59°01'36" EAST, A DISTANCE OF 9.84 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT THENCE SOUTH 65058'51" EAST, A DISTANCE OF 17.81 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "]", THENCE SOUTH 76040'14" EAST, A DISTANCE OF 7.21 FEET; THENCE NORTH 211137'14" EAST, A DISTANCE OF 18.61 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "K", THENCE NORTH 68015'33" WEST, A DISTANCE OF 21.94 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "L", THENCE NORTH 69012'22" WEST, A DISTANCE OF 89.90 FEET TO THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING ATTHE AFOREMENTIONED POINT "M", THENCE SOUTH 87030'28" EAST, A DISTANCE OF 81.05 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "HH"; THENCE SOUTH 82007'19" EAST, A DISTANCE OF 21.45 FEET, TO A POINT ON THE EAST LINE OF SAID LOT 10 AND THE TERMINUS OF THIS CENTERLINE PORTION. TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "N", THENCE NORTH 00028'13" EAST, A DISTANCE OF 37.98 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "O", THENCE NORTH 09°21'56" EAST, A DISTANCE OF 54.39 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "P", THENCE SOUTH 05022'56" EAST, A DISTANCE OF 14.79 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "PA" THENCE SOUTH 15°39'11" WEST, A DISTANCE OF 17.77 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "Q THENCE SOUTH 24033'07" WEST, A DISTANCE OF 18.57 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "R", THENCE SOUTH 21052'44" WEST, A DISTANCE OF 8.65 FEET; THENCE NORTH 68007'16" WEST, A DISTANCE OF 19.28 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "S", THENCE SOUTH 25057'23" WEST, A DISTANCE OF 17,97 FEET; TO A POINT HEREINAFTER REFERRED TO AS POINT "II"; THENCE CONTINUING SOUTH 25057'23" WEST, A DISTANCE OF 6.18 FEET; TO A POINT HEREINAFTER REFERRED TO AS POINT THENCE CONTINUING SOUTH 25057'23" WEST, A DISTANCE OF 6.74 FEET; THENCE SOUTH 68029'01" EAST, A DISTANCE OF 17.79 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "SA", THENCE NORTH 30027'29" EAST, A DISTANCE OF 30.64 FEET; TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "T", THENCE SOUTH 21022'33" WEST, A DISTANCE OF 23.57 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "U", THENCE NORTH 30007'01" EAST, A DISTANCE OF 10.01 FEET; THENCE NORTH 00008'42" EAST, A DISTANCE OF 242.94 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "KK"; THENCE CONTINUING NORTH 00008'42" EAST, A DISTANCE OF 8.78 FEET; THENCE NORTH 78018'34" EAST, A DISTANCE OF 107.96 FEET; THENCE SOUTH 87031'05" EAST, A DISTANCE OF 83.49 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "LL"; THENCE SOUTH 24058'06" WEST, A DISTANCE OF 2.12 FEET; THENCE SOUTH 65020'19" EAST, A DISTANCE OF 93,59 FEET, THENCE SOUTH 81030'23" EAST, A DISTANCE OF 215,83 FEET; THENCE SOUTH 48020'27" EAST, A DISTANCE OF 5.33 FEET TO A POINT ON THE EAST LINE OF SAID LOT 5 AND THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "V", THENCE NORTH 41°49'36" WEST, A DISTANCE OF 33.45 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "W", THENCE SOUTH 16056'51" EAST, A DISTANCE OF 24.34 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "X", THENCE SOUTH 74032'22" EAST, A DISTANCE OF 37.08 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; icrel�r:ia a►�f►�r:: BEGINNING AT THE AFOREMENTIONED POINT "Y", THENCE SOUTH 67051'03" EAST, A DISTANCE OF 25.59 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "Z", THENCE SOUTH 26004'54" WEST, A DISTANCE OF 30.62 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "AA", THENCE SOUTH 26054'41" WEST, A DISTANCE OF 2.20 FEET; THENCE SOUTH 29012'23" WEST, A DISTANCE OF 23.68 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT -BB", THENCE SOUTH 68016'03" EAST, A DISTANCE OF 17.91 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "CC", THENCE SOUTH 25010'13" EAST, A DISTANCE OF 1.41 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "MM"; THENCE CONTINUING SOUTH 25010'13" EAST, A DISTANCE OF 8.29 FEET; THENCE SOUTH 18013'09" EAST, A DISTANCE OF 30.33 FEET, TO A POINT HEREINAFTER REFERRED TO AS POINT "NN"; THENCE SOUTH 68028'01" EAST, A DISTANCE OF 8.33 FEET; THENCE NORTH 61034'31" EAST, A DISTANCE OF 8.01 FEET; THENCE SOUTH 22028'24" WEST, A DISTANCE OF 19.62 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "DD", THENCE NORTH 85015'40" EAST, A DISTANCE OF 18.90 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH; BEGINNING AT THE AFOREMENTIONED POINT "EE", THENCE NORTH 83052'11" EAST, A DISTANCE OF 32.60 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "FF", THENCE NORTH 83023'59" EAST, A DISTANCE OF 30.89 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "GG", THENCE NORTH 77053'18" EAST, A DISTANCE OF 32.43 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION, TOGETHER WITH; BEGINNING AT THE AFOREMENTIONED POINT "HH", THENCE SOUTH 08013'02" WEST, A DISTANCE OF 33.43 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "II", THENCE NORTH 64002'37" WEST, A DISTANCE OF 22.11 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH; BEGINNING AT THE AFOREMENTIONED POINT "ll", THENCE NORTH 64002'37" WEST, A DISTANCE OF 21.88 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH; BEGINNING AT THE AFOREMENTIONED POINT "KK" THENCE SOUTH 89022'55" WEST, A DISTANCE OF 15.68 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT -LL", THENCE SOUTH 79034'03" EAST, A DISTANCE OF 7.83 FEET; THENCE NORTH 60050'17" EAST, A DISTANCE OF 37.90 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "MM", THENCE NORTH 70006'35" EAST, A DISTANCE OF 16.74 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH: BEGINNING AT THE AFOREMENTIONED POINT "NN", THENCE SOUTH 48041'43" WEST, A DISTANCE OF 5.28 FEET; THENCE SOUTH 20002'59" WEST, A DISTANCE OF 9.00 FEET, TO THE TERMINUS OF THIS CENTERLINE PORTION; TOGETHER WITH; 0 M COMMENCING AT THE NORTHEAST CORNER OF SAID PARCEL B (POINT OF COMMENCEMENT #2), THENCE NORTH 89003'08" WEST ALONG THE NORTH LINE OF SAID PARCEL B, A DISTANCE OF 228.08 FEET, TO THE POINT OF BEGINNING #2; THENCE SOUTH 01003'04" EAST, A DISTANCE OF 23.50, TO THE TERMINUS OF THIS CENTERLINE PORTION; THE SIDELINES OF THIS EASEMENT SHALL BE LENGTHENED OR SHORTENED SO AS TO MEET AT ANGLE POINTS AND TERMINATE AT THE NORTH PROPERTY LINE OF LOT 10, THE WEST PROPERTY LINE OF SAID LOTS 4 AND 5, THE EAST PROPERTY LINE OF LOT 5, THE NORTH PROPERTY LINE OF PARCEL B, THE WEST RIGHT OF WAY MARGIN OF TALBOT ROAD SOUTH AND THE NORTHERLY RIGHT OF WAY LINE OF SOUTH 43RD STREET. SAID PORTIONS OF LAND CONTAIN 83,302 SQUARE FEET, OR 1.9124 ACRES, MORE OR LESS. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. VALLEY MELI.'A- ',ENTER TAYLOR R. SC:HULTE, PLS NO. 44646 BRH JOB NO. 201600`5.08 NOVEMBER -16, 2i? Fi BUSH, ROFD & HTTCHIN(7S, INC. 2009 MINOR AVENUE FAST SEATTLE, WA 9:1,102 1206) 323-4144 0 r '�•OS�F,��S �Q��d-L 0 0 O ON LO 00 m M1 O L W a 4 0 cc M) TIT E 0 O G. II G m J Z m Z - �r 772.30' N 07'23 ' w 167 0 o N n CJ ,^ lei N$ RAMP SR 7 :n O CJ Z Z Z 1 Z TI C,oa n aa' d z m J Z V N N :7- Li C o Q r_ N W, Zg. U bFb � i=- U 41 S 0p+ n L,Jz O G o 0 0 w e z [iJ ] e Z - a a / a LL no Li Gil u �� W 11J C7 z o EELU UJ a l{� ]�J Q. 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U7 J7 Z v7 V7 SJR n U1 Z Z Z Z N � (� LL :p M1 N l0 [O 00 � Z Z Z V1 � V"1 fIl U1 Z V1 c/7 L'1 Z Z Z � � W 00 , 6no O N M Q � O '� 00 T O x u7 W J Lr-, ,D N Z 1 J 10 co ol rn o a m i dLJ O", ip V r'f N a0 � N Z � O d � -Ln r'7 rr7 an d a0 O m L(7 l0 9J O, f� N � Q O lD 47 N � :p M1 N l0 [O 00 � Z Z Z V1 � V"1 fIl U1 Z V1 c/7 L'1 Z Z Z � � W U x W Lr-, ,D N Z 1 J J J r J J J J I J _.1 _J _1 Site Analysis Landscape analysis, lot coverage, and parking analysis (For commercial/industrial properties only): • Total square footage of the site and the footprints of all buildings Overall Site Area: 247,967 gross SF Overall Building footprint: 94,681 SF • Total square footage of existing and proposed impervious surface area(.$) Medical Office Building: 36,244 SF Garage Expansion: 58,437.00 SF (including Ramp) • Square footage (by floor and overall total) of each individual building and/or use Medical Office Building: per floor is 34,244 SF and 160,000 gross SF Garage Expansion: Approximately 54,35428 SF per floor and 381, 300 gross SF • Percentage of lot covered by buildings or structures Medical Office Building: tot 4: 55,667SF / 36,244SF = 64% (Max 65%) Garage Expansion: tot 6:192,300 63% (Max 75%) • Number of parking spaces required by City code Parking for vehicles, loading areas, and driveways shall be provided in accordance with the provisions of the current parking regulations of RMC 4-4-080, "Parking, Loading, and Driveway Regulations." Medical office use requires a minimum and maximum of 5 spaces per 1,000 square feet of net floor area. The New Garage Expansion proposes 1,136 parking spaces per the submitted site plan. Displaced by Garage Expansion in : 140 Displaced by Medical Office Building: 80 For detailed parking analysis see Walker Parking Study 39-1037.00 See G1 Code Summary in MOS Floor Plans for Parking and Passenger loading Number and dimensions of standard, compact, and ADA accessible spaces provided Standard Parking Stall Size: The surface parking regulations specify standard stall dimensions of 9 feet x 20 feet, compact dimensions of 81/2 feet x 16 feet, and parallel stall dimensions of 9 feet x 23 feet. ADA accessible stalls must be a minimum of 8 feet in width by 20 feet in length, with an adjacent access aisle of 8 feet in width for van accessible spaces. Up to 40 percent of stalls may be compact spaces designated for employee parking, and up to 30 percent of stalls may be compact spaces if designated for all users. The appropriate amount of ADA accessible stalls based on the total number of spaces must be provided. Construction Mitigation Description Mitigation Description: Please provide 5 copies of a written narrative addressing each of the following: • Proposed construction dates (begin and end dates) January 2017 Start Garage Shoring and Utility Construction April 2017 Start Garage Construction August 2017 Start MOB Construction September 2017 Complete Garage Construction October 2018 Complete MOB Shell and Care Construction • Hours and days of operation 7.00 a.m. - 8:00 p.m. Monday through Friday, 9:00 a.m. - 8:00 p.m. Saturday • Proposed hauling/transportation routes To be determined by contractor. We anticipate they will use 1-405, Highway 167, South 431 Street and Talbot Road South. Early concept is that trucks will be staged onsite. • Measures to be implemented to minimize dust, traffic and transportation impacts, erosion, mud, noise, and other noxious characteristics Temporary erosion control measures will be implemented to reduce this potential. A temporary erosion and sedimentation control plan has been prepared and will be implemented. • Any special hours proposed for construction or hauling (i.e. weekends, late nights) No special hours anticipated at this time. • Preliminary traffic control plan Contractor will provide flaggers on Talbot Road and North Campus driveway as required. If your project requires the use of cranes, please contact the City's Airport Manager at (425) 430-7471 to determine whether Federal Aviation Administration notification will be required. 12/5/16 DEPARTMENT OF COMMUNITY CITY of AND ECONOMIC DEVELOPMENT Renton (D ENVIRONMENTAL CHECKLIST Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov PURPOSE OF CHECKLIST: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. INSTRUCTIONS FOR APPLICANTS: This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision-making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. INSTRUCTIONS FOR LEAD AGENCIES: Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. Rev. 0$/2015 USE OF CHECKLIST FOR NONPROJECT PROPOSALS: For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B even though questions may be answered "does not apply". In addition the SUPPLEMENTAL SHEET FOR 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. For help go to: http://www.ecy.wa.gov/programs/sea/sepa/e-review.html A. BACKGROUND I. Name of proposed project, if applicable: Valley Medical Center Medical Office Building and Parking Garage Expansion 2. Name of applicant: Daniel Pedersen, Valley Medical Center Bill Gragg, NBBJ 3. Address and phone number of applicant and contact person: Daniel Pedersen, Valley Medical Center 400 South 43rd Street Renton, WA 98055 425-228-3440 x5932 Daniel_Pedersen@ValleyMed.org Bill Gragg, NBBJ 223 Yale Avenue North Seattle, WA 988109 (206) 223-5096 bgragg@nbbj.com 4. Date checklist prepared: December 5, 2015 5. Agency requesting checklist: City of Renton i 6. Proposed timing or schedule (including phasing, if applicable): January 2017 Start Garage Shoring and Utility Construction April 2017 Start Garage Construction August 2017 Start MOB Construction September 2017 Complete Garage Construction October 2018 Complete MOB Shell and Core Construction 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal, Wetland and stream delineation report dated March 1, 2016 prepared by the Watershed Company. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 10. List any government approvals or permits that will be needed for your proposal, if known. Site Pian Review Binding Site Plan Site and Utility Building Permit Parking Garage Expansion Building Permit Medical Office Building Permit Medical Office Building Department of Health Approval 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) A five story 160,000 5F Medical Office Building with a basement which will have a tunnel connection to main hospital. The seven floor 381,300 SF Garage Expansion will have 1,136 parking stalls as well as a staff access ramp to the east. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Valley Medical Center 400 South 43rd Street Renton, WA The Site Plan, Vicinity Map and Topographic Map were submitted under the Site Plan Application. Legal Description: See Attachment A B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (check or circle one): Flat, X rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? Steepest slope on the site is along Panther creek with slope of approximately 50%. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. The site soils are generally composed of fill and glacially consolidated soils consisting of sand, silt and gravel. d. Are there surface indications or history of unstable soils in the immediate vicinity? if so, describe. None e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate Source of fill. Approximately 3.77ac. Of area will be graded. Estimated excavation volume of excavation for the project expansion is 62,000cy. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes, there could be short-term increase in the potential for on-site erosion where soils are exposed during site preparation and utility construction. Temporary erosion control measures will be implemented to reduce this potential. A temporary erosion and sedimentation control plan has been prepared and will be implemented. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 85°x6 h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: A temporary erosion and sedimentation control plan has been prepared and will be implemented in accordance with city of Renton and DOE NPDES permit to control erosion impact during construction. 2. AIR a. What types of emissions to the air would result from the proposal during construction, operation, and maintenance when the project is completed? if any, generally describe and give approximate quantities if known. Emission types to the air would be from construction equipment during construction and from normal travel activity after construction. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. None c. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into Category II Wetland: Located on a portion of parcels 3023059111 and 8857670060 F-1 Creak: Panther Creek runs along the northern side of parcels 3023059111 and 3023059034 F-1 Streams: Streams B and C enter the study area through culverts at the north end of the west parking lot. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes, the parking garage expansion will be within 200 feet of Panther Creek. Refer to the Biological Assessment Critical Areas Report submitted under the Site Plan Application. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals. ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of Douses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None c. Water runoff (including stormwater): Z) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. The source of runoff will be rain fall from building rooftop and pavement areas. Storm water will be collected and routed to an underground detention and water quality prior to discharge to existing storm system, 2) Could waste materials enter ground or surface waters? If so, generally describe. No waste materials will enter ground or surface water under this proposal. 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. No. All storm runoff will discharge to its existing storm system in the same manner as existing condition. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: Strom drainage plan is designed according to city of Renton to maintain drainage pattern and control impact to downstream system. 4. PLANTS Check the types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs X grass pasture crop or grain orchards, vineyards or other permanent crops. X wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoii, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? Mostly grass, shrubs and blackberry bushes. Some ornamental deciduous trees in the parking and few evergreen trees. C. List threatened and endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Ornamental around parking garage but primarily native in outer areas within work limit. e. List all noxious weeds and invasive species known to be on or near the site. American Blackberry and various non-native weedy species. 5. ANIMALS a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: Birds: hawk, heron, eagle, songbirds, other: None known Mammals: deer, bear, elk, beaver, other: None known Fish: bass, salmon, trout, herring, shellfish, other Coho Salmon and Resident Cuttthroat Trout b. List any threatened and endangered species known to be on or near the site. Salmon c. Is the site part of a migration route? If so, explain. None known d. Proposed measures to preserve or enhance wildlife, if any: None e. List any invasive animal species known to be on or near the site. None 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be used for the site and building systems. Natural gas will be used for the Medical Office Building heating system. 8 b . Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: None 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. None 1) Describe any known or possible contamination at the site from present or past uses Not applicable 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. Not applicable 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. Not applicable 4) Describe special emergency services that might be required. Not applicable 5) Proposed measures to reduce or control environmental health hazards, if any: Not applicable b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Normal vehicle traffic. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. There will be traffic and some equipment during construction. On a long term basis the noise would be from normal vehicle traffic utilizing the parking garage expansion. 3) Proposed measures to reduce or control noise impacts, if any: None S. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. Surface parking, parking garage, medical office building and hospital b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or non -forest use? No. 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: No. c. Describe any structures on the site. Existing hospital and support structures. d. Will any structures be demolished? If so, what? Yes, two existing garage exit stairs. e. What is the current zoning classification of the site? Commercial Office (CO) f. What is the current comprehensive plan designation of the site? Commercial Mixed Use (CMU) g. If applicable, what is the current shoreline master program designation of the site? Not applicable h. Has any part of the site been classified as a critical area by the city or county? If so, specify. Wetlands, F-1 Creak and Steep Slope Approximately how many people would reside or work in the completed project? Nobody will be living in the completed project. The number of employees is yet to be determined. j. Approximately how many people would the completed project displace? None 10 P� k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Not applicable m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: Not applicable 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or law -income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: Not applicable 10. AESTHETICS What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Parking Garage Expansion: Approximately 74 feet to the roof surface above grade. The exterior of the parking garage will be consistent with the look and feel of the existing garage. Additionally, the southern facade will incorporate metal composite material wall panel to be contextual with the medical office building. Medical Office Building: Approximately 78 feet to the highest roof surface above grade. The principal exterior building material is metal composite material wall panel. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: Not applicable 11. LIGHT AND GLARE What type of light or glare will the proposal produce? What time of day would it mainly occur? None that we are aware of. 11 0 b. Could light or glare from the finished project be a safety hazard or interfere with views? Parking Garage Expansion: None Medical Office Building: None c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: Parking Garage Expansion lighting will have low glare with cut off No concave surfaces or high gloss finishes. 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? None b. Would the proposed project displace any existing recreational uses? If so, describe. None c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Not applicable 13. HISTORIC AND CULTURAL PRESERVATION Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? if so, specifically describe. The main hospital was built in 1959 and designed by Edward Durell Stone. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Is there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. Not applicable c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. Not applicable 12 d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. Not applicable 14. TRANSPORTATION a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. Refer to the Site Plan submitted under the Site Plan Application, b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop? Yes, two bus stops along Talbot Road South and one along South 43,d Street. c. How many additional parking spaces would the completed project or non -project proposal have? How many would the project or proposal eliminate? New Garage Spaces: approximately 1136 Displaced by Garage Expansion: approximately 140 Displaced by Medical Office Building: approximately 80 d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would be trucks (such as commercial and non -passenger vehicles). What data or transportation models were used to make these estimates? Refer to the Traffic Study submitted under the Site Plan Application g. Will the proposal interfere with, affect or be affected by the movement of agricultural and forest products on roads or streets in the area? if so, generally describe. No h. Proposed measures to reduce or control transportation impacts, if any: None 13 IS. PUBLIC SERVICES e. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. The additional buildings could result in an increased need for fire and police protection. f. Proposed measures to reduce or control direct impacts on public services, if any. Not applicable 16. UTILITIES a. Check or circle utilities currently available at the site: X electricity, X natural gas, X water, X refuse service, X telephone, X sanitary sewer, septic system, other b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Please refer to the site preparation permit set for the utility scope. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them 1Pmake its decision. Proponent Signature:111111—Z4� Gil ` Name of Signee (printed): Position and Agency/Organization: GT�r�Jxli� fi ;J" Date Submitted:�?-4-7 �I 14 ATTACHMENT A Legal Description PARCEL I: LOTS 1 THROUGH 10, TRACT A AND PARCEL B OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108, BSP LND-35-0007 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON; EXCEPT THE BUILDING AND IMPROVEMENTS LOCATED ON SAID PARCEL B. PARCEL 11: THE BUILDING AND IMPROVEMENTS LOCATED ON THE FOLLOWING DESCRIBED PARCEL: PARCEL B OF VALLEY MEDICAL CENTER NORTH CAMPUS BINDING SITE PLAN NO. LUA-93-108. BSP LND-35-0007 RECORDED IN VOLUME 166 AT PAGES 89 THROUGH 93, INCLUSIVE, IN KING COUNTY, WASHINGTON, PARCEL III: LOT A OF DR. BRAIN RENTON SHORT PLAT NO. 213-78, ACCORDING TO SHORT PLAT RECORDED DECEMBER 14, 1978 UNDER RECORDING NO. 7812149018, IN KING COUNTY, WASHINGTON. PARCEL IV: COMMENCING ATA POINT WHERE THE WESTERLY BORDER LINE OF COUNTY ROAD NO. 80 (KNOWN AS KENT-KANGLEY ROAD) INTERSECTS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THE POINT OF BEGINNING; THENCE WEST ALONG THE NORTH LINE OF SAID SECTION 31 A DISTANCE OF 200 FEET; THENCE SOUTH A DISTANCE OF 75 FEET; THENCE EAST TO THE WESTERLY BORDER LINE OF SAID COUNTY ROAD NO. 80; THENCE NORTHERLY ALONG THE WESTERLY BORDER LINE OF SAID COUNTY ROAD NO. 80 TO THE POINT OF BEGINNING. PARCEL V: THE NORTH 85 FEET OF THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF COUNTY ROAD NO. 80 AND EAST OF A LINE 300 FEET WEST, MEASURED ALONG THE NORTH LINE OF SAID SUBDIVISION, FROM THE INTERSECTION OF SAID NORTH LINE WITH THE WESTERLY LINE OF COUNTY ROAD NO. 80; EXCEPT THE NORTH 75 FEET OF THE EAST 200 FEET THEREOF, MEASURED ALONG SAID NORTH LINE THEREOF. 15 LJVV Medidne VALLEY MEDICAL CENTER November 23, 2016 NOTICE to Property Owners within 300' of Expansion Project at VMC RE: Neighborhood Meeting to Discuss Plans for New Parking Garage and Medical Office Building Valley Medical Center has pians to expand parking and construct a new Medical Office Building on the Main Hospital Campus in Renton. We invite you to a neighborhood meeting being held Monday, December 5, 2016 from 5-7pm in the Medical Arts Center 11 Floor Auditorium to learn about the proposed development. The physical address for the meeting is: 4033 Talbot Rd S, 15t Floor Auditorium, Renton, WA, 98055 The intent of this meeting is to facilitate an informal discussion between the project developer and the neighbors regarding the project. While required by the City of Renton, this meeting is not conducted by the City of Renton and is in addition to any future public hearing or public comment opportunities available under City of Renton development review processes. 400 S 43rd St. Box 50010 Renton, WA 98058-5010 425.228.3450 FAx 425.656.4202 valleymed.org tC 2 W. V Q CL f� N a m � a y O � Q L W Ln V w ? Z Z 4/Y V G cc Loll L -P, r- P C ,a q E q a � S a O E tL a lid a n o c " uai = o i1� T'1 M y ee N N o0 N N N A oh N ao N ' f �{] (S W 8 Lb m cc Ln cc LA in (' Ln R m On � G C G C cc in in 'A 4% Q ce i e I Uil l. 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H .l LO w w w w w tD w w W w w w w w w Ln Ln V) Ln W w w a m m m m m m m m m m m m m m m f, h r, n r-, n n I+ r\ n r+ r. 1• r` n n oo oo 0a co oo Co oo DEPARTMENT OF COMiQfUNITY CITY OF AND ECONOMIC DEVELOPMENT le n 6ofin 0 -t -'R AFFIDAVIT OF POSTING MEETING LOCATION SIGN FOR A NEIGHBORHOOD MEETING Planning Division 1055 south Grady Way, Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov STATE OF WASHINGTON SS COUNTY OF KING ] I Rebecca Hardi certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct, and duly sworn on oath, deposes and says: 1. On the 5th day of Qecember 2016 -, I installed 1 Meeting location sign(s) on the main entrance of the building located at 4033 Talbot Rd S, Renton, VILA 98055 for the following project: MOB & Parking Garage Expansion Project Name Valley Medical Center Owner Name 2. 1 have attached a copy of the meeting location sign (s). 3. This/these meeting location sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 8 Title of R ton Municipal Code. Signature of person posting SUBSCRIBED AND SWORN to befor is It day of 1 20 )6 ;ass+aNfA�,,`PD'�jf NOT UBL1C in and for the State of Washington, Q 4 ,pA4 pfir. i Printed name: T s,z�-�a�= cAa My commission expires on: OF W AS'C�`,`� H_\CED\Data\Forms-Templates\5elf-Help Handouts\Planning\Neighborhood Meeting Posting and Mailing AffidaviLdocx Rev. 08/2016 1 {1 77 `I + _ josh r { DEPARTMENT OF CAMUNITY`r". 01FAND ECONOMIC DEVELOPMENT woomo*Renton 0 AFFIDAVIT OF SERVICE BY MAILING FOR A NEIGHBORHOOD MEETING Planning Division 1055 South Grady Way, Renton, WA 98057 Phone- 425-430-7200 I www.mntoaw@,rpv STATE OF WASHINGTON ) SS COUNTY OF ICING ) IL rr I' �� rs ��r Z _ , certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct, and duly sworn on oath, deposes and says: l 1. On the 4q3 day of ItIO&Kh 6e , 20�� , l deposited in the mails of the United States, a sealed envelope containing a neighborhood meeting notice, pursuant to Renton Municipal Code section 4-8-090A Neighborhood Meetings to property owners within three hundred feet (300') of the property for the following project: Hod 1hb)rky61 A ehn Project Name Owner Name 2, This notice was sent to the addresses in the attached list, which was created based on the most recent property tax assessment rolls of King County Department of Assessments. Sender Signature SUBSCRIBED AND SWORN to before me this day of 20-, ANN L. CHAO NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES SEPTEMBER 29, 2018 NOTARY PUBLIC in and for the Statte� of Washington, Printed name: �2 f'w) My commission expires on: H-.\CEI)\Data\€Dans-TemplaM\504Wp Handout0lanning\Neighborhood Meeting Posting and MaiFing AfRdavit tiou Rev- OSM16 DEPARTMENT OF COPWiviLINITY CITY of AND ECONOMIC DEVELOPMENT entono AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN Planning Division 1055 South Grady Way, Renton, WA 98057 Phone- 42S-430-7200 I www.rentonwa.gov STATE OF WASHINGTON } } SS COUNTY OF ICING ) Rebecca Hardi being first duly sworn on oath, deposes and says: 1. On the 5th day of December 2016 I installed 2 public information sign(s) on the property located at 400 S. 43rd St., Renton, WA 98055 for the following project: MOB & Parking Garage Expansion Project Name Valley Medical Center Owner Name 2. 1 have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 8 Title 4 of Renton Municipal Code and the City's "Public Information Signs Installation" handoput package. FL, eVa00_e, �1/1 Installer Signature SUBSCRIBED AND SWORN to before me this Vday of ` 20_t�_. i} M�('��Y PUBLIC in and for the State of Washington, 2' •�\45�\\11141151 � ��.so`O A; ,,,•a, /' residing at . p1 � r f, �••,• sU64za `0 _ My commission expires on 2l S-29 7 H:\CED`Data\Forms-Templates\Self-Help Handouts\Planning\Pub Info Sign Handout.docx Rev. 04/2016 ;. - -- f{..Y.. r�Y .77 ..• r-5 i •4 r 7.,.,' !. ±il' �,: - IJP r 5 2 Y i -jr d - �. '�v4:� 1 1 �� �iiRil •� •` �1 1 pry 7 I .. I ; r +- r• :�� I t --'_' �+} _ .l fid: 77 PTP Alp IL - �I � I 5dil �.�� - i 1 :•11 ;. - -- f{..Y.. r�Y .77 ..• r-5 i •4 r 7.,.,' !. ±il' �,: - IJP r 5 2 Y i -jr d - �. '�v4:� 1 1 �� �iiRil •� •` �1 1 pry 7 I .. I ; r +- r• :�� I t DEPARTMENT OF CON....UNITY CITY OF ' AND ECONOMIC DEVELOPMENT -Kenton =� AFFIDAVIT OF INSTALLATION OF PUBLIC OUTREACH SIGN Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov STATE OF WASHINGTON } Ss COUNTY OF KING } Rebecca Hardi being first duly sworn on oath, deposes and says: 1. On the 5th day of December 2016 I installed 1 public outreach sign(s) on the property located at 400 S. 43rd St., Renton, WA 98055 for the following project: MOB & Parking Garage Expansion Project Name Valley Medical Center Owner Name 2. 1 have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal Code and the City's "Public Information Signs Installation" hand ut package. I Installer Signature SUBSCRIBED AND SWORN to bef +A ` 5Z .4 ti $'29 -� JltOF ma'sx, tI%%\\1\\\\\��` 0!,4 day of z� Py - 20 . residing at My commission expires on (--J H:\CED\Data\Forms-Templates\Self-Help Handouts\PlanNng\Pub Outreach Sign Handout.docx Rev. 02/2016 LAV Medicine VALLEY MEDICAL CENTER December 1, 2016 TO: City of Renton FROM: Todd Thomas, PE Vice President Facilities SUBJECT: LETTER OF UNDERSTANDING GEOLOGIC RISK This letter acknowledges that the applicant, or the owner of the site, understands and accepts the risk of developing in an unstable area and that he or she will advise, in writing, any prospective purchasers of the site, or any prospective purchasers of structures or portions of structures on the site, of the unstable potential of the area_ The proposed new Medical Office Building (MOB) is not mapped within an erosion or slide hazard area, but is mapped adjacent to steep slopes (slopes greater than 20% and less than 40%). These slopes are man-made and the new project will either remove the entire slope or not modify existing slopes. The new development will either improve slope stability or not negatively impact slope stability. The proposed garage is adjacent to an erosion and steep slope (slopes greater than 40%) hazards. Erosion control will be designed per code by the civil engineer and will not introduce runoff onto the adjacent slope. The garage will require an excavation to construct the below grade portion of the building where it is adjacent to the slope. By constructing the building, the slope stability will be improved and the development should not have a negative impact to the existing steep slope. If you have any questions, please call me at (425) 228-3440 x5332 RECEIPT EGO0062763 CITY OF -------w�Renton u 1055 S Grady Way, Renton, WA 96057 Transaction Date: December 12, 2016 81LLING CONTACT PUBLIC HASP DIST#1 KING CO UW 1 VALLEY MEDICAL CENTER P 0 BOX 50010 400 S 43RD ST Renton, WA 98058 Renton, WA 98038 REFERENCE NUMBER FEE NAME TRANSACTION METHOD AMOUNT PAID TYPE METHOD LUA18-000938 PLAN - Binding Site Plan Fee Fee Payment Check 92253728 $2,500.00 PLAN - Environmental Review Fee Payment Check #2253728 $1,000.00 PLAN - Modification Fee Payment Check #2253728 $300.00 PLAN - Site Plan Review - HEX Fee Payment Check #2253728 $2,500.00 Technology Fee Fee Payment Check #2253728 $189.00 SUB TOTAi $6,489.00 TOTAL $6,489.00 Pnnted On: December 12, 2016 Prepared By: Clark Close Page 1 of 1