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HomeMy WebLinkAboutEXHIBITS.pdfNEIGHBORHOOD DETAIL MAP Proposed US Bank Expansion 04/13/2017 SCALE: 1” = 300’ (when printed on 11” x 17” sheet ) SUBJECT PARCEL Valley Distribution Center Vacant (wetland) Sound Bldg Supply Lumber Market Strada da Valle Office Bldg B 05/17/2017 STORM DRAINAGE REPORT for US Bank Expansion 2500 East Valley Road Renton, WA 98057 Owner and Applicant: Strada da Valle LLC 5050 1st Ave S, Ste 102 Seattle, WA 98134 (425) 204-1045 Architect: Cornerstone Architectural Group Attn: Rick Utt Kenmore, WA 98028 (206) 682-5000 Engineer: Ted Dimof, PE License No. 36042 Bush, Roed and Hitchings 2009 Minor Avenue E Seattle, WA 98102 (206) 323-4144 Date: May 18, 2017 !1žf;          )KAžtW;Œ‘xAž35n™Až‰Inš‰žŒKAžD’^`ž\3›n•‹žnEžŒJAž;ng‰Œy‘;ŒOngž‰PŒAž3g=ž3]_žŒKAžŒzAA‰žn™AyžžOhž=P3dAŒA{ž ŒK3Œž3|Až;“yxAiŒa›žŒLA}Až*|AA‰žžžž3yAž|AŒ3QgA=ž3g =žšP]cžgnŒž5AžQdt3;A>ž5›žŽIAž;ni‰~’;‹Qnj ž+KA›ž 3yAž8nŒKžPgžGnn=žKA3]ŒKžFyžŒKAQyžAg™Q…ngdAgŒ ž , † A ž  ž žžPgž‡=ž3xAžŒKAžyAw“PyA=žxAdn™3]‰žnž3]]nšž DsžKAž;ng‰€”;‹PngžŒnžŒ3YAžt^3;A ž -xAA‰žžžžžPgž6_3;Xž3yAžyAŒ3OhA=žŒ{AA‰žŒK3ŒžšQ]_žM3™Až‰odAž Odu3;Œž=•AžŒnžŒKBž<nh‰Œy–;Pnhž .KAžRet3;ŒžšP]]ž5AždOgPe3`žPDžMAž/"2žP‰ž‰—‰Œ3PgA=ž3j=ženkOnA=ž 3l>žtxntAyžt{‘mQgHžŒ3YA‰žt`3;Až3‰žgAA=A=ž ]]ž3‚AžQgžGnn?žŒnžD4SƒžKA3aŒNž;’{{Ahbœž3k@ž‰Mn˜^=ž7Až xQdeA=ž3h?ždniOŒn|A?ž8›ž3ž;AˆTDPA=ž3|5nxO‰ ž x9p~UŠž%AtqxžDqxž0'ž3gZž&Chpg(„3=3#|Cv3{C=ž:ž V[Cž rxC›ž~ ž$!ž 6161 NE 175th Street, Suite 101 Kenmore, Washington 98028 206.682.5000 cornerstonearch.com May 19, 2017 City of Renton Planning Division 1055 S. Grady Way, Sixth Floor Renton, Washington 98055 Attn: Angelea Weihs, Associate Planner Re: U.S. Bank Expansion—Strada da Valle LLC’s proposed two-bay secure pickup and delivery truck parking garage addition project proposed at the north end of the existing one-story office building located at 2500 East Valley Road, Renton, WA Demonstration of (1) the Proposed Addition’s Compliance with the Particular Provisions of RMC 4-3-100 (URBAN DESIGN REGULATIONS) That You, Ms. Weihs, Have Advised Are Applicable and (2) Why Strada’s Request for an Urban Design Regulations Modification of the GROUND LEVEL DETAILS Transparent Window/Door Standards Should Be Granted Dear Ms. Weihs: I am the project architect for applicant Strada da Valle LLC regarding the above- referenced U.S. Bank Expansion project. At Strada’s request, I am writing for the following two purposes. First, I am writing to demonstrate that the design of the proposed parking garage addition complies with the standards of RMC 4-3-100 (URBAN DESIGN REGULATIONS) set forth in RMC 4-3-100E.5 (Building Architectural Design) that you have advised me and Strada’s attorney David Halinen are the ones applicable to the proposed expansion project: namely, (a) BUILDING CHARACTER AND MASSING Standards 1 and 2, (b) GROUND LEVEL DETAILS (with the exception of that category’s Transparent Window/Door Standards), (c) BUILDING ROOF LINES, and (d) BUILDING MATERIALS Standards 2 through 6 for all Design Districts. Second, I am writing to explain why Strada’s request for an Urban Design Regulations modification concerning the GROUND LEVEL DETAILS section’s Transparent Window/Door Standards should be approved. Strada proposes the requested modification as the means by which the proposed addition will comply with relevant intent statements and guidelines of RMC 4-3-100 as an alternative to compliance with the GROUND LEVEL DETAILS section’s Transparent Window/Door Standards. Page 1 of 1 “U.S. BANK EXPANSION” CONSTRUCTION MITIGATION NARRATIVE (May 19, 2017) A. Proposed Construction Dates (Beginning and Ending Dates): Construction is proposed to begin on July 10, 2017 and end on September 29, 2017. B. Proposed Hours and Days of Construction Operation: Work on the project could take place from 6:00 AM to 10:00, seven days a week. Note that because the nearest residence is more than 800 feet away from the proposed addition (to the east across the Valley Freeway from the proposed addition), the limitations on construction days and hours set forth in Renton Municipal Code Section 4-4-030C.3.b for construction activities conducted in residential areas or within three hundred feet (300') of residential areas are not applicable to the subject project. C. Proposed Hauling/Transportation Routes: Hauling of materials between the project site and the Valley Freeway (SR 167) is anticipated via the SR 167 entrance/exiting ramps at SW 41st and SW 43rd Streets and via East Valley Highway south of the project site. Hauling of materials between the project site and I-405 is anticipated via the I-405 entrance/exiting ramps at West Valley Road and via East Valley Road (north of the project site), SW 16th Street, Oakesdale Avenue SW, SW Grady Way, and West Valley Highway. D. Measures to Be Implemented to Minimize Dust, Traffic and Transportation Impacts, Erosion, Mud, Noise and Other Noxious Characteristics: Very little site work will be involved with the proposed project because of (1) the small size of the project site area that will be disturbed (only ±6,218 square feet), the small size of the proposed building addition (only ±2,673 square feet, which is comparable to the square-footage of a medium-size single-family rambler residence), (3) the very flat project site area, (4) the fact that less than 250 cubic yards of excavation, filling, and grading is expected, and (5) the fact that most of the project site area is within an existing concrete-surfaced parking lot. These factors by themselves will minimize dust, traffic and transportation impacts, erosion, mud, noise and other noxious characteristics. Further, to reduce or control erosion, the project design contemplates installation of a sediment trap, catch basin filters at existing parking lot catch basins, and straw wattles across an existing driveway to the project site area, all as shown on the project’s Temporary Erosion and Sedimentation (TESC) and Drainage Plan. E. Any Special Hours Proposed for Construction or Hauling (i.e. weekends, late nights) See Section B (Proposed Hours and Days of Construction Operation), above. F. Preliminary Traffic Control Plan: Access into and out of the subject property to and from the project site is appropriate at and is planned at both of the subject parcel’s two direct driveway connections with East Valley Road. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: June 21, 2017 TO: Angelea Weihs, Planner FROM: Justin Johnson, Civil Engineer II, Plan Review SUBJECT: US Bank Expansion 14120 160th Ave SE LUA17-000324 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 for the above-referenced proposal located at parcel(s) 3023059103. The following comments are based on the pre-application submittal made to the City of Renton by the applicant. WATER 1. Water service is from the 196 zone, static pressure is about 76 psi at ground elevation of 16 feet. Existing 10-inch loop around the building can deliver 2,700 gpm. Existing 12-inch main in E Valley Rd can deliver 5,000 gpm. 2. There is an existing 1.5-inch domestic meter and a 1.5-inch landscape meter. 3. The project is showing approximately 80 feet of 10-inch water main relocation around the proposed building expansion. 4. Will also need a partial release of the existing easement and the dedication of a new easement for the relocated water line. SEWER 1. Sewer service is provided by City of Renton. 2. There is an existing 8-inch wastewater main located in East Valley Rd (see City plan no. S-020006). Us Bank Expansion– LUA17-000324 June 21, 2017 Page 2 of 2 SURFACE WATER 1. There is an existing storm water system within the property. 2. A drainage report complying with the 2017 City of Renton Surface Water Manual and City Amendments is required. Based on the City’s flow control map, the site falls within the Peak Rate Flow Control Standard area matching Existing Site Conditions and is within the Black River Drainage Basin. 3. The drainage report submitted needs to describe how it complies with each section of the manual and show all calculations. TRANSPORTATION 1. East Valley Road is a collector arterial, per RMC 4-6-060 collector streets should have a minimum ROW width of 94 feet with 41 feet wide paved width, 8 feet parking lane, 0.5 feet wide curbs, 8 feet wide landscaped planters, and 8 feet wide sidewalks. Street lighting and storm water improvements on the public street frontages are applicable. The street improvements should meet the requirements of RMC4-6-060 at a minimum. However, a street modification was submitted by the applicant. The City of Renton will support the modification request submitted. GENERAL COMMENTS 1. Adequate separation between utilities as well as other features shall be provided in accordance with code requirements. a. 7-ft minimum horizontal and 1-ft vertical separation between storm and other utilities is required with the exception of water lines which require 10-ft horizontal and 1.5-ft vertical. b. The stormwater line should be minimum 5 feet away from any other structure or wall or building. c. Trench of any utility should not be in the zone of influence of the retaining wall or of the building. 2. All construction utility permits for utility and street improvements will require separate plan submittals. All utility plans shall confirm to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. Please visit the Development Engineering Forms page for the most up-to-date plan submittal requirements: http://rentonwa.gov/business/default.aspx?id=42473 3. A landscaping plan shall be included with the civil plan submittal. Each plan shall be on separate sheets. 4. All utility lines (i.e. electrical, phone, and cable services, etc.) serving the proposed development must be underground. The construction of these franchise utilities must be inspected and approved by a City of Renton inspector. 5. Fees quoted in this document reflect the fees applicable in the year 2017 only and will be assessed based on the fee that is current at the time of the permit application or issuance, as applicable to the permit type. Please visit www.rentonwa.gov for the current development fee schedule. CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM _____________________________________________________________________________ DATE: June 22, 2017 TO: Clark Close, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Comments for US Bank _____________________________________________________________________________ Environmental Impact Comments: 1. Fire impact fee of $0.21 per square foot of additional space shall be charged at time of building permit issuance. Code Related Comments: 1. Existing fire sprinkler system shall be extended into the building addition. Separate plans and permits are required to be submitted to and obtained from the Renton Regional Fire Authority. 2. Proposed building addition is in direct conflict with the existing established fire lane apparatus access roadway and a new fire lane roadway shall established around the proposed addition. Additional existing parking lot and parking spaces will have to be relocated/eliminated in order to accommodate a new fire lane. Fire lane width is required to be a minimum of 20-feet wide and turning radius are 25-feet inside and 45-feet outside. Fire lane signage required per city code. 3. Existing fire hydrant appears it will need to be relocated along with perhaps the fire department connection and backflow vault for the fire sprinkler system. Backflow vault shall be protected from vehicular traffic or replaced with a traffic rated vault. CT:ct usbank US BANK EXPANSION_Redlines_v1 Subject: Cloud+ Page Label: 1 Lock: Unlocked Status: Checkmark: Unchecked Author: Justin Johnson Date: 6/15/2017 2:00:32 PM Color: install catch basin inlet protection per city of renton standards 1 (2) Subject: Received - Planning Page Label: 1 Lock: Unlocked Status: Checkmark: Unchecked Author: aweihs Date: 5/23/2017 1:54:08 PM Color: install catch basininlet protection percity of rentonstandards RECEIVED 05/23/2017 aweihs PLANNING DIVISION US BANK EXPANSION_Redlines_v1 Subject: Cloud+ Page Label: 1 Lock: Unlocked Status: Checkmark: Unchecked Author: lbetlach Date: 6/16/2017 9:59:26 AM Color: AN EAST/WEST TRAIL CONNECTION HAS BEEN IDENTIFIED AND ADOPTED AS PART OF THE TRAILS AND BICYCLE MASTER PLAN. SEE PROJECT SHHET PAGE 106 OF ADOPTED PLAN, "CASCADE TRAIL AND SW 27TH CONNECTOR' . PROJECT SHOULD PROVIDE A 20' EASEMENT FOR FUTURE PUBLIC TRAIL CONNECTION 1 (2) Subject: Received - Planning Page Label: 1 Lock: Unlocked Status: Checkmark: Unchecked Author: aweihs Date: 5/23/2017 1:55:06 PM Color: AN EAST/WEST TRAIL CONNECTION HAS BEENIDENTIFIED AND ADOPTED AS PART OF THE TRAILSAND BICYCLE MASTER PLAN. SEE PROJECT SHHETPAGE 106 OF ADOPTED PLAN, "CASCADE TRAIL ANDSW 27TH CONNECTOR' . PROJECT SHOULDPROVIDE A 20' EASEMENT FOR FUTURE PUBLICTRAIL CONNECTION RECEIVED 05/23/2017 aweihs PLANNING DIVISION S bitter CRITICAL AREAS DETERMINATION REPORT FOR STRADA DA VALLE LLC – U.S. BANK EXPANSION RENTON, WA Wetland Resources, Inc. Project #17029 Prepared by Wetland Resources, Inc. 9505 19th Avenue SE, Suite 106 Everett, WA 98208 (425) 337-3174 Prepared for Strada da Valle LLC Attn: Brad Merlino 5050 1st Ave. S, Ste 102 Seattle, WA 98134 Telephone: (206) 255-8485 Prepared at the Request of: Cornerstone Architectural Group Attn: Rick Utt 6161 NE 175th Street, #101 Kenmore, WA 98029 Original: April 13, 2017 Revised: May 15, 2017