The URL can be used to link to this page

Home My WebLink AboutPermit PL17-0044 - IMPACT PUBLIC SCHOOL - USE PERMITS / CONDITIONAL USEIMPACT PUBLIC SCHOOL 0040001025 Associated Files: PL17-0044 This File: L17-0049 USE PERMITS/CONDITIONAL USE Jaclyn Adams From: Jaclyn Adams Sent: Monday, October 16, 2017 9:44 AM To: 'JAMES@PACIFICCHARTER.ORG' Cc: Maxwell Baker Subject: L17-0049 Hearing Examiner Fees Attachments: Invoice L17-0049.pdf Importance: High Dear Mr. Huegas, Please find attached an invoice for hearing examiner fees related to permit L17-0049. If you have any questions regarding payment, please feel free to contact me via phone or email. Have a wonderful day, Jaclyn Adams Administrative Support Specialist' City of Tukwila 6300 Southcenter Bl, Suite 100 I Tukwila, WA 98188 T: 206-431-3670 I F: 206-431-3665 Jaclyn.Adams@TukwilaWA.gov I http://www.TukwilaWA.gov The city of opportunity, the community of choice 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Invoice Issue date: October 16, 2017 Due date: October 30, 2017 RE: Impact Public Charter School Project Numbers: L17-0049 INVOICE Bill To James Huegas 206 S HUDSON ST Seattle, WA 98134 JAMES@PACIFICCHARTER.ORG Following is a break -down of fees that are owed for services rendered by the hearing examiner as part of permit L17-0049, including hearing, site visit, travel and drafting decision. Description Hearing Examiner Fees Permit Number L17-0049 The City of Tukwila accepts Cash, Check, Visa/Mastercard Credit card payment is accepted over the phone. 206.431.3670 A 3% convenience fee will be charged for all credit and debit payments. Quantity Price Line Total 1 385„39 Subtotal Paid Amount Due 385.39 $385.39 $00.00 $385.39 If paying by check please remit payment to: City of Tukwila Attn DCD 6300 Southcenter Blvd., Ste 100 Tukwila WA 98188 Phone: 206-433-1800 • City Hall Fax: 206-433-1833 • Website: www.ci.tukwila.wa.us City of Seattle Office of Hearing Examiner P.O. Box 94729, Seattle WA, 98124-4729 P(206) 684-0521 rt F(206) 684- Physical/ Delivery Address: 700 5th Avenue, Suite 4000, Seattle, WA To: City of Tukwila Mayor's Office 6200 Southcenter Blvd. Tukwila, WA 98188 Travel Rate/Fee 20.00per trip ....... Date t/�= 8/29/2017 { 9/5/2017 9/18/2017 J9/22/2017 7/11/2017 Case# L17-0020 (Patrick McHenry) L17-049 (Huegas, Pacific Charter Institute) L17-049 (Huegas, Pacific !Charter Institute) L17-0020 (Patrick McHenry) CE17-0157 (Eastside for Hire) 7/12/2017 ICE17-0157 (Eastside for Hire) 8/15/2017 A jCE17-0157 (Eastside for Hire) 1i Hourly Rate 115.00 per hour Service Description „sr./if di 0 t5172D 41011 pevelo'ment Pay to: City of Seattle Prepare for and attend hearing and site visit Prepare for and attend hearing and site visit Draft decision Draft decision Prepare for prehearing conference - read file and check code Preheraing conference Review and prepare Order Staying Proceedings Date: Tax ID: Invoice #: Customer ID: Office of Hearing Examiner P.O. 94729 Seattle, WA 98124-4729 Mileage Payment Terms 153.5 cents per mile Filet 30 Hours Examiner { 2.50 I Vancil 1.50 I Vancil 1.50 1.30 Vancil Tanner 0.90 Tanner 0.20 Tanner October 2, 2017 91-6001275 TW2017-03 TW Line Total 287.50 Date Case Out of Pocket Expenses Quantity Staff One Total„ 9/18/2017 1L17-049 (Huegas, Pacific (Charter Institute) Mailing of decision 9/22/2017 I L17-0020 (Patrick McHenry) 49/27/2017 CE17-00157 (Eastside for Hire) Mailing of decision Mailing of documents !CE17-00157 (Eastside for Hire) !Postage (flat) 6.00 6.00 1.00 Johnson 1.00 Johnson 1.00 Johnson 1.00 Johns City of Seattle Office of Hearing Examiner P.O. Box 94729, Seattle WA, 98124-4729 P(206) 684-0521 F(206) 684-0536 Physical/ Delivery Address: 700 5th Avenue, Suite 4000, Seattle, WA 98104 To: Travel Rate/Fee 20.00 per trip Date: October 2, 2017 Tax ID: .....5752 Invoice #: TW2017-03RV Customer ID: TW City of Tukwila Pay to: Ryan Vancil Mayor's Office Hearing Examiner, Pro Tempore 6200 Southcenter Blvd. 127 Inhland PL Tukwila, WA 98188 Bainbridge Island, WA 98110 Hourly Rate _ Mileage Payment Terms T— _ --- — 115.00 per hour 153.5 cents per mile !Net 30 Date Case# Service Description Hours Examiner Line Total Date Case # Out of Pocket Expenses Quantity Examiner Line Total I 18/29/2017 1 L17-0020 (Patrick McHenry) 'Mileage i ) .8/29/2017 '-`, f9/5/2017 L /19/5/2017 L17-0020 L17-049 (Huegas, Pacific Charter , Institute) L17-049 (Huegas, Pacific Charter I Institute) Travel Fee Travel Fee Mileage i Make all checks payable to -- Ryan Vancil 26.00 ' Vancil 1.00 Vancil 26.90 Vancil 13.91 $20 14.39 1.00 i Vancil Service Total Out of Pocket Total Amount Due $20 68,30 -68.30` City of Seattle Office of Hearing Examiner P.O. Box 94729, Seattle WA, 98124-4729 P(206) 684-0521 F(206) 684-0536 Physical/ Delivery Address: 700 5th Avenue, Suite 4000, Seattle, WA 98104 To: Travel Rate/Fee ,20.00 per trip Date: October 2, 2017 Tax ID: .....5752 Invoice #: TW2017-035T Customer ID: TW City of Tukwila Pay to: Sue Tanner Mayor's Office Hearing Examiner, Pro Tempore 6200 Southcenter Blvd. 727 West Etruria Tukwila, WA 98188 Seattle, WA 98119 Hourly Rate Mileage Payment terms 1115.00 per hour I53.5 cents per mile Inlet 30 Date Case# Service Description Hours Examiner Une Total Date Case # 17/12/2017 !7/12/2017 Out of Pocket Expenses CE17-0157 (Eastside for Hire) Mileage j CE17-0157 (Eastside for Hire) Travel Fee Quantity Make all checks payable to -- Sue Tanner Examiner Line Total 27.80 Tanner 1.00 Tanner 14.87 $20 Service Total Out of Pocket Total Amount Due 34.87 $ 34.87 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF DECISION September 20, 2017 TO: James Huegas 206 S Hudson St. Seattle, WA 98134 james@pacificcharter.org This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L17-0049 Applicant: James Huegas, Pacific Charter Type of Permit Applied for: Conditional Use Permit Project Description: Creation of an elementary K-5 charter public school in the former Sokka Gakkai International building. Location: 3438 S 148th St., Tukwila, WA 98168 Associated Files: PL17-0044 Project File Comprehensive Plan Designation/Zoning District: II. DECISION Regional Commercial (RC) SEPA Determination: The City SEPA Responsible Official has: • Determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City Hearing Examiner has determined that the application for a Conditional Use Permit does comply with applicable City and state code requirements and Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Notice of Decision: L17-0049 3438 S 148th St., Tukwila, WA 98168 has approved that application. III. YOUR APPEAL RIGHTS The Decision on this Application is a Type 3 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of the Decision is permitted. A party who is not satisfied with the Hearing Examiner's decision may file an appeal in King County Superior Court. IV. PROCEDURES AND TIME FOR APPEALING Any party wishing to challenge the Hearing Examiner's Decision must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Max Baker, who may be contacted at 206-431-3683 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Max Baker Department of Community Development City of Tukwila Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov TUKWILA HEARING EXAMINER FINDINGS, CONCLUSIONS AND DECISION Applicant: James Heugas, Pacific Charter Institute File Number: L17-0049 (Conditional Use Permit) Application: Conditional Use Permit for Charter School Owner: Soka Gakkai International Location: 3438 148th Street, Tukwila WA 98168 SEPA Determination: Exempt RECEIVED SEP 22 2011 Community Development Comprehensive Plan/ Zoning Designation: Tukwila International Boulevard District; Regional Commercial Recommendation: The Department of Community Development recommends approval with conditions Public Hearing: The Hearing Examiner held a public hearing on the application on September 5, 2017, at the Department of Community Development, 6300 Southcenter Boulevard, Suite 100, Tukwila, WA. The Hearing Examiner viewed the site on September 5, 2017. EXHIBITS: The following exhibits were entered into the record: 1. Department's staff report with Attachments A-D Introduction The applicant seeks a conditional use permit to allow a school facility within a Regional Commercial zone. A public hearing was held on the application on September 5, 2017, at the Department of Community Development, 6300 Southcenter Boulevard, Tukwila, WA. Represented at the hearing were: the Department, by Maxwell Baker, Assistant Planner ("City"); and the applicant by James Heugas, Pacific Charter Institute ("Applicant"). No members of the general public testified at the hearing. For purposes of this decision, all section numbers refer to the Tukwila Municipal Code ("TMC" or "Code") unless otherwise indicated. After considering the evidence elicited L17-0049 FINDINGS AND DECISION Page 2 of 4 during the appeal hearing, the Hearing Examiner enters the following findings of fact, conclusions, and decision on the application. Findings of Fact 1. The subject site is addressed as 3438 148th Street ("Property"). The site is a 78,217 square foot lot. The site is developed with a 41,305 square foot building that has historically been used by Soka Gakkai International as a center for Buddhist studies. The original structure was built in 1991. The property around the structure is developed with a surface parking lot with approximately 155 spaces, and an additional 33 spaces are located beneath the structure in a covered parking garage. The site is accessed by two driveways on South 148th Street. Most of the site is encompassed by existing fencing. The site includes three vacant parcels to the north of the developed portion of the property. 2. The current proposal is to convert the existing structure into a K-5 charter school that will serve up to 504 students with 29 staff and administration positions. The proposal includes interior improvements to create classroom spaces, and exterior improvements including windows on the structure, and a recreation area for the school on adjacent parcels. The proposal does not include any changes to parking or landscaping. 3. All surrounding properties are zoned Regional Commercial. Properties to the south across 148th Street are the headquarters building for the Valley View Sewer District and a parking lot and single-family home owned by the Church by the Side of the Road. Properties to the east are occupied by the King County Water District #125 headquarters building and accessory garages. Properties to the north are vacant with the exception of a daycare facility. To the west properties are dedicated to single-family homes or are residential buildings that have been converted to commercial uses. 4. The Applicant prepared a transportation and parking assessment ("Traffic Study") that found that the site has ample space to accommodate the parking needs of the proposal. The Traffic Study further indicated that although the proposal will alter traffic patterns from those associated with the change of use to a school new traffic patterns would largely be accommodated on site by a traffic plan that includes on -site pick-up and drop-off, and school staff management of traffic particularly during the afternoon pick-up time. 5. The property is zoned Regional Commercial. Schools are allowed as a conditional use within the Regional Commercial zone. TMC Title 18 Table 3. 6. The criteria for granting of a conditional use permit are set forth in TMC 18.64.050: (1) the proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity; (2) the proposed use shall meet or exceed the same standards for parking, landscaping, yards and other development regulations that are required in the district it will occupy; (3) the proposed development shall be compatible generally with the surrounding land uses in terms of traffic and pedestrian circulation, building and site design; (4) the proposed development shall be in keeping with the goals L17-0049 FINDINGS AND DECISION Page 3 of 4 and policies of the Comprehensive Land Use Policy Plan; and (5) all measures have been taken to minimize the possible adverse impacts which the proposed use may have on the area in which it is located. 7. No public comments were received concerning the proposal. Conclusions 1. The Hearing Examiner has jurisdiction over this application pursuant to TMC 18.104.010.3, which provides that a decision on a conditional use permit application is a quasi-judicial decision by the Hearing Examiner. 2. The proposal will not be injurious to the property or improvements in the vicinity, because the proposal is primarily for interior improvements to the structure, and will not noticeably alter the property and will not affect improvements in the vicinity. Further, although the proposal will change current traffic trends, negative impacts from traffic and parking will be addressed by accommodating these on -site. 3. The existing parking, landscape, and other onsite elements conform to the Code, and will not change significantly from current conditions. Therefore, the proposal will meet or exceed the same standards for parking, landscaping yards and other development regulations that are required in the district it will occupy. 4. The proposed use is compatible with the surrounding land uses. Most of the area uses are commercial and separated from the proposal by existing fencing. Traffic and parking conditions in the area will not be negatively impacted by the proposal. 5. The Tukwila Comprehensive Plan calls for growth. As Tukwila schools modernize and expand, the proposed school is necessary to increase education services to help accommodate that growth. An implementation measure of Tukwila's Economic Development goals (Element 2) is to collaborate with local school districts to improve the educational opportunities for Tukwila schoolchildren. The proposal is important in supporting the educational opportunities for students. 6. All measures have been taken to minimize the possible adverse impacts which the proposed use may have on the area. As indicated above, measures to consolidate parking and traffic impacts on -site will minimize possible adverse impacts to the area. 7. The application meets all criteria for a conditional use permit, and should be approved. Decision The Conditional Use Permit is hereby GRANTED. L17-0049 FINDINGS AND DECISION Page 4 of 4 Entered this /U° day of September, 2017. Ry, Vanci H. ing Examiner Concerning Further Review TMC 18.108.030 provides that "The decision of the Hearing Examiner shall be final and shall be appealable only to Superior Court pursuant to RCW 36.70C." BEFORE THE HEARING EXAMINER CITY OF TUKWILA CERTIFICATE OF SERVICE I certify under penalty of perjury under the laws of the State of Washington that on this date I sent true and correct copies of the attached Findings, Conclusions and Decision to each person listed below, or on the attached mailing list, in the matter of James Huegas, Pacific Charter Institute, Hearing Examiner file: L17-0049 in the manner indicated. Party Method of Service Minnie Dhaliwal a U.S. First Class Mail, postage prepaid City of Tukwila ❑ Inter -office Mail 6300 Southcenter Blvd, Suite 100 0 E-mail Tukwila, WA 98188 ❑ Fax minnie.dhaliwal@tukwilawa.gov ❑ Hand Delivery ❑ Legal Messenger Maxwell Baker Max.Baker@tukwilawa.gov Dated: September 18, 2017 Alayna Johnson Legal Assistant City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Staff Report to the Hearing Examiner Prepared August 31st, 2017 HEARING DATE: September 5, 2017 NOTIFICATION: On August 16th, 2017 a combined Notice of Application and Notice of Public Hearing was mailed to all property owners and tenants within 500 feet of the subject property. No comments received. FILE NUMBER: L17-0049 APPLICANT: James Heugas, Pacific Charter Institute OWNER: Soka Gakkai International REQUEST: Conditional Use Permit for creation of a charter school serving up to 500+ K-5 students in the former Soka Gakkai International Buddhist Center. LOCATION: SEPA DETERMINATION: Address: 3438 S 148th St, Tukwila WA 98168 APN: 0040001025 (Soka Gakkai building) 2044000010, 2044000040, 2044000025 Exempt COMPREHENSIVE PLAN DESIGNATION: Tukwila International Boulevard District ZONE DESIGNATION: Regional Commercial (RC) STAFF: Max Baker, Assistant Planner ATTACHMENTS: A. Vicinity Map and Aerial B. Site Plan and Tenant Improvements/Floor Plan C. Applicant's response to Conditional Use Permit criteria D. Transportation and Parking Assessment completed by Heffron Transportation Inc. Tukwila City Hall • 6200 SouthcenterBoulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov FINDINGS Background The 78,217 square foot subject site is developed with a 41,305 square foot building that has historically been used by the Soka Gakkai International as a center for Buddhist studies. Soka Gakkai International is a community -based Buddhist organization with members in 192 countries and territories. The building was constructed in 1991. The site has a surface lot that surrounds the building with about 155 spaces, and a covered parking garage below the building's ground floor with about 33 spaces. The building has two vehicle access points for the covered parking area — one on the north side and one on the south side. Vehicle access for the site is provided by two driveways on S 148th St. The property also includes three vacant parcels of land to the north of the main building. Impact Public School's proposal calls for the conversion of the building into a K-5 charter school that will serve up to 504 students with 29 staff and administration positions. Interior improvements are to include the creation of new classroom spaces and installation of exterior windows in said spaces. Exterior improvements on the parcel containing the Soka Gakkai building (APN 0040001025) would be minimal, but the applicant intends to create a recreation area for the school on adjacent parcels (APN 2044000025, 2044000040). There is also the potential for the school to create a recreation area that is accessible to the greater public through a joint venture with Tukwila Parks and Recreation in the future. The current Conditional Use Permit application, however, is applying with the understanding that these vacant parcels will be used primarily for the school's needs. There exists a pedestrian stair connection between the Soka Gakkai parcel and the parcels to the north. See Attachment B. Surrounding Land Uses The subject property is located along S 148th St in Tukwila. All surrounding parcels are zoned Regional Commercial. Parcels to the east are owned by King County Water District #125 and contain the Water District's headquarters building and accessory garages. Parcels to the west contain either single-family residences or former residential buildings that have been converted into commercial uses. To the north are vacant parcels and a daycare building. To the south across S 148th St are Valley View Sewer District's headquarters building, the parking lot for Church by the Side of the Road, and a single-family residence owned by Church by the Side of the Road. See Attachment A. Conditional Use Permit Criteria The proposed project must comply with criteria detailed in the Conditional Use Permit Chapter of the Tukwila Municipal Code (TMC 18.64.050). The property is zoned Regional Commercial and schools are listed as a conditional use. The applicant's response to the conditional use permit criteria is Attachment C to this staff report. Staff makes the following findings using the Code's conditional use permit criteria (TMC 18.64.050) listed in italics: 2 1. The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. Applicant Response: The proposed school use will not be detrimental to public welfare or injurious to any other property or improvements. In fact, it will be a benefit to public welfare by increasing educational choice for residents — please see full project description attached to this application. Staff Comments: The school's operating hours will be a departure from those that the Soka Gakkai center occupied, as the center largely provided larger gathering services on Sundays with smaller workshops and meditation classes taking place during the mornings, afternoons, and evenings on weekdays. Citing the findings of the Transportation and Parking Assessment provided by Heffron Transportation Inc., there will be a marked increase in net vehicle trips following the replacement of the Buddhist center with an elementary school, with 204 estimated total inbound and outbound trips in the AM Peak Hour, 118 in the Afternoon Peak Hour, and 53 in the PM Peak Hour. See attachment D. 2. The proposed use shall meet or exceed the same standards for parking, landscaping yards and other development regulations that are required in the district it will occupy. Applicant Response: No changes are proposed to the existing parking, landscaping, and yards, except 2 of the 152 existing parking spaces will be removed to accommodate a new egress ramp at the rear side of the building. The existing parking exceeds the requirements of TMC 18.56 for the new school use, even with the two spaces removed to, accommodate the egress ramp. Staff Comments: Parking requirements for Elementary Schools are 1.5 parking spaces per staff member. With the anticipated 29 faculty members at full enrollment, a minimum of 45 parking spaces would be required. The provided parking onsite far exceeds this requirement. Proposed site improvements do not trigger threshold for design review. However, bicycle parking is recommended to provide alternative transportation options for faculty and students. 3. The proposed use shall be compatible generally with the surrounding land uses. Applicant Response: The property is in the Regional Commercial (RC) zone, in the Tukwila International Boulevard (TIB) district and in the Cascade View residential neighborhood. Charter 3 public schools are available to all students with no tuition, so the elementary school will provide another education option for local families. It is adjacent to residences to the west and the Valley View Sewer District administration building to the east, across S. 148th St. from a church, another community use. These are generally compatible uses. Staff Comments: None. 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. Applicant Response: Per the Comprehensive Plan, the new school will serve Goal 1.1.3, "Capitalize on the potential that public projects have for serving as symbols of the community, and for expressing the identity any special character of the area where they are located." Per Policy 3.6.4, the City is committed to "Continue and expand partnerships with the school districts serving Tukwila students, in support of programs that seek to improve school performance and student access." Staff Comments: The applicant's ability to meet the intent of Goal 1.1.3 would principally be completed through the improvement of adjacent parcells into a recreation area/park that is accessible to the public. The proposed minimal improvements to the Soka Gakkai building presented to the city will do little to enhance the structure from its current state. 5. All measures shall be taken to minimize the possible adverse impacts which (sic) the proposed use may have on the area in which it is located. Applicant Response: With ample parking and vehicular circulation surrounding the building connecting to two drive entries off S. 148th, traffic impacts are minimized. Measures taken for the supervision and security of the elementary school students will also minimize the students' impact on the surrounding areas. Staff Comments: None. CONCLUSIONS 1. The proposed project, a conversion of an existing religious facility, will not significantly change the overall character of the site and its structures. The only noise impacts expected are due to children from the school and neighborhood using the new 4 playground. 2. The proposed tenant improvements will have little impact on the site itself. Exterior improvements consist largely of maintenance projects and improvements to the building, such as the installation of exterior windows. No changes are proposed or needed for the building's setback, its parking area, or landscaping. Parking exceeds the code requirements for this use. 3. Pedestrian circulation needs to be improved on site and to the ROW to ensure potential conflicts with school buses and student drop-off areas are reduced. 4. The proposed joint venture with Tukwila Parks and Recreation for a public recreation area on the vacant parcels to the north of the site could provide a valuable amenity that can be utilized by both the school's students and the general public. It would also work to improve currently vacant properties that have had a history of creating code enforcement issues. 5. The proposed use will be compatible with the surrounding land uses. 6. The proposed use will not conflict with the goals and policies of the Comprehensive Plan. RECOMMENDATION Staff recommends adoption of the above findings and conclusions and approval of the conditional use permit with the following conditions: 1. Owner/Applicant to complete a Traffic Concurrency Certificate Application and pay a Traffic Concurrency Test Fee in the amount $3,000.00 as part of this Conditional Use Permit. Traffic Concurrency Test Fee based on between 40,001 and 50,000 sq. ft. of gross floor area (GFA) of Institutional Use (School). 2. Prior to issuance of the future Building permit for this project Owner/Applicant shall pay a Transportation Impact Fee in the amount of $56,244.13. Transportation Impact Fee based on Trip Generation Analysis by Heffron Transportation, Inc., dated August 28, 2017. City Engineer to determine final transportation impact fee amount as part of the future Building permit. 5 Attachment A 6 Attachment B ldPAL MOTOMOROZEPSREPIGTIVE RECtJVED NB 04 2011 dopmonf IMPACT PUBLIC SCHOOL REV151 Y5 H NAC A0.00 2 MONUMENT SIGN VICINITY MAP MONUMENTAL SIGN - NORTH 3 ELEVATION 1 I 3 I4 a I " I -. .�.n.�N 4- MONUMENTAL SIGN - EAST RECLVED AUG 04 2011 'z nr. :Nty NAC row Itna.nre A1.03 c 4:1 ZOW 2 . 1 I 2 , WASHINGTON CHARTER SCHOOL DEVELOPMENT IMPACT PUBLIC SCHOOL I CONDITIONAL USE PERMIT g r n • 11111.111 11?1f1P!I OLEVEL 2- EXISTING B NEW 1 5) {5) RECFJV_ED AU6 04 2017 D.mnloprt. REVISIONS zr O E s z a O j A1.12 1 0-- a G—� e.4.!yEl;a 3 ; EXISTING & NEW I x x X x —4 FCr]VED AUG 04 2oi1 urit >evalOPn..n�• 170 ROCII MAY A1.13 0 NORTH ELEVATION ;2 - -a Ii l C� 1•SWw..�.z. I IMPACT PUBLIC SC OOU— (?` ST!ELEATION V ►1 ECRVED AUG 04 2017 uupc. REVISIONS OO F � z O in U DaFfIKIP LVA TONS A4.01 PACT PUBLIC SCHOOL Q SOUT* E EvATION 0.0 EWWEEST LEVATION — • n RECEVED 04dt) A4.02 Attachment C CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 CONDITIONAL USE PERMIT APPLICATION FOR STAFF USE ONLY Permits Plus le: P-CUP Planner: File Number: — 30.— c-i Application Complete Date: Project File Number: 4_ 1 C_J`_ -- l Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Impact Public School BRIEF DESCRIPTION OF PROJECT : Elementary K-5 charter public school. Full description attached to app. This application requires public notice. Please refer to section 8 of the application checklist. This application requires a hearing with the Hearing Examiner. Hearing Examiner fees will be passed on to applicant. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 3438 South 148th Street, Tukwila, WA 98168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). Parcel 0040001025 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: James Heugas Address: 210 S. Hudson Street Phone: (510) 384-0329 FAX: E-mail: Ja CVa pacificcharter.org Signature: ---- Date: 08/04/2017 RECTNER— AUG 04 201T t mr iunty 1?evelopm? nt 11 dtystore\ City Common\ Teri - DCD1 Kirby\ 2016Applications\ Conditional Use Permit -March 2016,docx REVIEW CRITERIA The review criteria for various types of projects are shown below. Please discuss development consistency with each criteria. Then, refer to the Tukwila Comprehensive Plan for project consistency with the policies. Please note that more than one category of policies may apply. Criteria for Conditional Uses (TMC 18.64.030) I. The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. The proposed school use will not be detrimental to public welfare or injurious to any other property or improvements. In fact, it will be a benefit to public welfare by increasing educational choice for residents - please see full project description attached to this application. 2. The proposed use shall meet or exceed the same standards for parking, landscaping, yards and other development regulations that are required in the district it will occupy. No changes are proposed to the existing parking, landscape, and yards, except 2 of the 152 existing parking spaces will be removed to accommodate a new egress ramp at the rear side of the building. The existing parking exceeds the requirements of TMC 18.56, even with the two s aces removed to accommodate the egress ramp. -: ,5�. lS�i;kflatca-r-Ctjr- ?-**.er Atr 3. The proposed development shall be compatible generally with the surrounding land uses. ‘S.S` The property is in the Regional Commercial (RC) zone, in the Tukwila International Boulevard (TIB) District and in the Cascade View residential neighborhood. Charter public schools are available to all students with no tuition, so the elementary school will provide an option for local families. It is adjacent to residences to the west and the Valley View Sewer District administration building to the east, and across S. 148th Street from a church, another community use. These are all generally compatible uses. 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. Per the Comprehensive Plan, the new school will serve Goal 1.1.3, "Capitalize on the potential that public projects have for serving as symbols of the community, and for expressing the identity any special character of the area where they are located." Per Policy 3.6.4, the City is committed to "Continue and expand partnerships with the school districts serving Tukwila students, in support of programs that seek to improve school performance and student success." 5. All measures shall be taken to minimize the possible adverse impacts which the proposed use may have on the area in which it is located. With ample parking and vehicular circulation surrounding the building connecting to two drive entries off S. 148th, traffic impacts are minimized. Measures taken for the supervision and t11 elementary school students will also minimize the students' impact on the surrounding ��EQ AUG 04 2011 f;rrrir,,un1}y ��::ralopri,:r1, Vcitystore;City Common\Teri - DCDRKirby\2016 Appications3Condttional Use Pennit-March 2016.docs Attachment A to City of Tukwila - Conditional Use Permit Application Impact Public Schools Program Description School Description Impact Public Schools is building a network of schools across Washington state, starting with the first school in Tukwila, WA. Impact: Tukwila will open in 2018 with 168 students and eventually grow to serve a maximum of 504 K-5 students in the south Seattle region. The school will meet an unmet educational need through provision of a rigorous educational program that offers school -based mentor groups, personalized learning pathways, and project based learning to culturally and linguistically diverse students. An ambitious yet attainable set of goals will hold the school accountable for closing the opportunity gap. Mission The mission of Impact Public Schools is to prepare a diverse student population to succeed in college and impact communities as the next generation of equity -driven, innovative leaders. Vision Impact Public School graduates will be problem solvers, innovators, and change agents of tomorrow. Students will live full, connected, and purposeful lives. Our diverse group of scholars will solve our future's greatest challenges, and together we will eliminate the opportunity gap in our community. Our school offers a rigorous, personalized curriculum within a vibrant school community that balances high expectations with joy. Student & Faculty Growth Plan from 2018 - 2022 (full build out) Year 2018 2019 2020 2021, 2022 Student Growth Plan Y1 Y2 Y3 Y3 Y5 Grades Served K-1 K-2 K-3 K-4 K-5 Student Enrollment 168 252 336 420 504 Principal 1 1 1 1 1 Operations Manager 1 1 1 1 1 Classroom Teachers 6 9 12 15 18 Faculty Growth Plan Learning Specialist 1 1 1 1 1 SELCoach 1 1 1 2 2 Teaching Fellows 2 3 4 5 6 Total Faculty 12 16 20 25 29 Founding Team Jen Davis Wickens, Co -Founder & CEO RECF VED AUG 04 2017 '71r . jr'sh' . •< : 4iuprr: ;n Jen's experience as a teacher and leader in education is vast. Jen co-founded the Washington state charter sector and is currently the Chief Regional Officer for Summit Public Schools. She has consulted for charter schools throughout the country and for local districts, including Seattle Public Schools where she led principal professional development. She also served as Vice President of Teaching and Learning for Envision Schools where she coached principals and trained teachers. She was the Founding Principal of Impact Academy, an Envision charter high school in Hayward, CA that serves students who will be the first in their family to attend college. Impact continues to be one of the highest performing high schools for low-income students of color in the Bay Area. Prior to this, Jen was a teacher leader in Seattle Public Schools and Highline. Jen graduated from Willamette University. She has a Master's degree in education from Seattle University and completed her administrative training through New Leaders for New Schools. When she isn't building communities or coaching educators to be their absolute best, Jen loves to spend time on outdoor adventures in the Pacific Northwest with her husband and two daughters. Natalie Hester, Co -Founder & Director of Engagement Natalie Hester was raised in Arizona. She made Washington State her home over 20 years ago. Natalie's professional career started in community and economic development. Before co- founding Impact Public Schools, she worked in several non-profit organizations in the South Puget Sound Region. Her role was to ensure underserved communities had access to capital for wealth creation, through home -ownership and small business loans. Natalie volunteers with Seattle Public Schools and serves as an active PTA board member. She is a founding parent at Summit Public Schools Sierra. During the charter school campaign to "Save our Schools", Natalie was one of the parent voices that directly changed the minds of lawmakers and decision makers in Olympia and throughout Washington state. Natalie's media connections during the campaign were critical in telling the story of kids in struggling schools and the need for change. She is currently a board member with the Washington State Charters Schools Associations (WA Charters) and sits on several other community associations and boards in the South Puget Sound Region. Natalie has deep community connections and will drive the commitment between the community and Impact Public Schools for student success. � e J VED AUG 04 2017 ;r' nr achy tie lop taunt S Seattle City Light 07/26/17 700 5th Ave., Suite 3200 I P.O. Box 34023 ( Seattle WA 98124-4023 TEL (206) 684-3000 to/ruo (206) 684-3225 FAX (206) 625-3709 seattle.gov/light t,., twitter.com/SEACityLight [y facebook.com/SeattlecityLight James Heugas Re: 3438 S 148th ST Dear Customer, Seattle City Light will supply electrical service to the referenced project. Electrical service is subject to the provisions of the Seattle City Light rate ordinance and the Department's technical requirements. Schedules for completing installations may vary. Large projects may require up to 18 months lead time to allow for procurement of the required equipment and materials. Changes in the customer's design or electrical load must be submitted well in advance of the estimated connection date to avoid delays in the service connection process. If you have any questions or need additional information please contact your Electric Service Representative, David Mannery, 206-386-4245. Sincerely, Allan Yamaguchi OOC Manager II North Service Center !TEC ;IIVED AUG 04 2011 fnmmunity Development An equal employment opportunity, affirmative action employer. Accommodations for people with disabilities provided upon request. CITY OF TUKWILA Department of Community Development 6300Soulllceuiar 13oulem I, Tukwila, WA 981c5W' Telephone: (206) 431.3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASI-IINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 1. SS RECEIVED AUG 7 2017 Communfty Development All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees. agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 3 �L:3 $ Sortf if 14841 Strtt+' t ?akW%/4, gf for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be Cause to cancel the application(s) without refund of fees. EXECUTED at 1—,e 5 Yt L<�E 5 (city), �� (state), an A t 1, S + 4f4 20. %7 6 kekk - k 5Zw-1.0„-, iP l Name) 6 GJi l 7kt I:5\vci t sar,.4?�: (Address) .(0 26 --'o° (Phone Number) On this day personally appeared before me 00114 6,-eJ"'-rr Noo✓ a_ to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as histher voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS • - . OOi11f MOORE Convolalfon t► 2132124 • • Notary Mac . California Lo: raa Oct 29 2019 DAY OF NO'E'ICRY PUBLIC in and residing at L,4S My Commission expires on I(A r,S-1 .20 /7 II t ate of Vileoloingtee- t14(' Tor-rt: Ak c3 6,24477 Oehbee- Dig \ l otystorel City Common\ Teri - DCD1 Kirby1 2016 Applications\ Conditional Use Permit -March 2016,doa 34aus/*mthSuite nm Seattle, mm98ma 17 Phone: (206) 242-3236 Fax. (2n6)z42-/sz7 ncpt-oo. XMWED AUG�� CERTIFICATE OPSE�/ER AVAILABILITY NON ~~° °~~="" *mmunxy Residential. $50.W0 $y�� -~� �/�mupmem \�� /' - ��[ertificat ofSewer Availability OR (� Certificate ofSewer Non -Availability Part A:(To BeCompleted 0VApplicant) Purpose 52�Building Permit NN Preliminary Plat orPUD [] Short Division N0 Rezone []Other Proposed Use: o�[ommeoia{ 0 Residential Single Family N0 Residential Multi -Family NN Other Applicant's Name 3AM6S R6UqA'_-- Phone Number 2~6?, IS 7 *351 k Property Address SL��O�� \��- ~T-�,��x�^�� TaxLo,Number �*��rJ-k��g ' - - ' ^~ - — '--- / 112156 Legal Description (Attach Map and legal Description ifNecessary); AA-,mr. H",-«o_ Tks L g� s cc� 4> /t.,+ &/.^k : 7 P/.4 L(�,;f : Part 0:(To 8eCompleted by Sewer Agency) l. ^~ a. ASewer Service will beprovided byside sewer connection only tnanexisting '�>° size sewer o feet from the site and the sewer system has the capacity to serve the proposed use. b.Sewer service will require animprovement tothe sewer system of- OR NN NN (l) feet nfsewer trunk urlateral toreach the site; and/or E (%) The construction ufacollection system nnthe site and/or 0 (3) Other (describe) | -J 2. Must becompleted if1.babove |schecked [} a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR O b.The sewer system improvement will require asewer comprehensive amendment. ~' (__� a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension nfservice outside the District. OR Ca.Annexation orBRBapproval will benecessary toprovide service. 4. Service a' U. c |heeU�ne�Ky from the By issubject following; tuthe Distrio[nnne�}on[hangesduepriortuconnectmn� Permit GF[: $ b^ SF[: $ 0 Unit: $ (�D Total $ (Subject toChange onJanuary lgd Either Kin orN\idwmySewer District [onnatiun Charge may bedue upon conn�O�nfos'ev;-er—s---'Ta z, 6^^^J c",,"f J,,XAsp/ ':9�^y' Easements: NNRequired NNMaybe Required Other 44 4k/�s 4,"^°- , no ^^,,k ��"�''zc^r �=r°j4s *re / +��^ k� �ro k�"� 4"'h� , ' that the above �y�eragency i�bnnudono�u��Gs�e�Hcadonshall bevalid for one year date ofsignature. Title ��^^� �___ m^te City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov CERTIFICATE OF WATER AVAILABILITY RECL VED AU6 04 2011 PERMIT NO.: 2mmuPity 1)aveiopmt:nl Part A: To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 34c 0 S • t40 etc -�t��.►�t� L A c1.7 Owner Information Agent/Contact Person Name: . l toC-{t: t `4�.eriv o+1G_` , Name: 3etmt44 06.,46 Address: 34e . ktkFt'" f1 ee Address: to . 5. 11 Skf W A % R Phone: (W&) 244 —0Vag Phone: 606) g�2 RS,L` ' This certificate is for the purposes of 0 Residential Building Permit [4/Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone Estimated number of service connections and water meter size(s): ❑ Short Subdivision 0 Other Vehicular distance from nearest hydrant to the closest point of structure is Zo tt. Area is served by (Water Utility District): Owner/Agent Signatu Date Part B: To be completed by water utility district -rukl-t,r11/kr.G- 1. The proposed project is within 2. l(No improvements required. (City/County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive pion or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: N (Use separate sheer if more room Is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 2440 gpm at 20 psi residual for a duration of 2 hours at a velocity of t O fps as documented by the attached calculations. 5. Wat availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Agency/Phone 015`} 25 Wu4.1-E'' By Date / Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ("Certificate") RECEIVED AU6 04 2011 (;rmmunity l.)aveiopmant 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2 The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and reaelation the in effect. Applicant's Sign District Representative Date 7-4gl - Date . - 3 " 1`-1 Attachment D TECHNICAL MEMORANDUM Project: Impact Elementary School 3438—S 148th Street, Tukwila Subject: Transportation and Parking Assessment Date: August 28, 2017 Author: Jennifer Barnes, P 4,6 heffron transportation inc This memorandum presents the transportation and parking assessment for a charter elementary school proposed at 3438—S 148`h Street in Tukwila. This assessment is based upon guidance provided by the City of Tukwila (City) and provides information requested by the City to help support project permitting and determination of the traffic impact fee. 1. Project Description The proposed school would repurpose the existing building on the site. The building, which is about 41,305 square feet (sf) in size, is currently unoccupied but was most recently utilized as a Buddhist Cen- ter. The site has a surface lot that surrounds the building with about 155 spaces, and a covered parking garage on the building's ground floor with 33 spaces. Vehicle access for the site is provided by two driveways on S 148th Street. Vehicles can circulate through the surface parking lot to the under -building garage, which can be accessed from the north or south ends of the building. There is also a pedestrian stair connection between the site and the property to the north. The school would serve grades kindergarten through 5, with an ultimate planned enrollment capacity of 504 students and 22 faculty/staff members. School enrollment at the proposed site would be phased, be- ginning with kindergarten and 1S` grade in fall 2018, with new grades added each year as each class pro- gresses; full enrollment and staffing could be reached in the 2022/2023 school year. 2. Trip Generation Estimate 2.1. Project -Generated Trips Vehicle trips that the school could be generate were estimated by applying average Institute of Transpor- tation Engineers (ITE)' trip generation rates for an "Elementary School". These rates are summarized in Table 1. As the table shows, a total enrollment of 504 students is estimated to result in about 650 daily vehicle trips, with 227 occurring in the AM peak hour when students are dropped off, 141 occurring in the after- noon peak hour when students are picked up, and 76 trips during the commuter PM peak hour, which is when traffic on the vicinity streets is the highest. Institute of Transportation Engineers (ITE), Trip Generation Manual, 9th Edition, 2012. 6544 NE 61st Street, Seattle, WA 98115 Phone: (206) 523-3939 Fax: (206) 523-4949 Impact Elementary School — 3438-S 1449m Street, Tukwila Transportation and Parking Assessment Table 1. Vehicle Trip Generation Estimate — Proposed Project heffron transportation inc Time Period Trip Rate Vehicle Trip Estimate t Inbound Outbound Total Elementary School2 Daily 1.29 trips/student (50% in, 50% out) 325 325 650 AM Peak Hour 0.45 trips/student (55% in, 45% out) 125 102 227 School Afternoon Peak Hour 0.28 trips/student (45% in, 55% out) 63 78 141 PM Peak Hour 0.15 trips/student (49% in, 51% out) 37 39 76 Source: Institute of Transportation Engineers, 9h Edition, 2012. 1. Vehicle trip estimates were calculated by multiplying the trip rate by the expected school capacity of 504 students. 2. Elementary School (ITE Land Use Code 520). 2.2. Existing Trips to be Removed The proposed school would replace the previous use on the site, which was a Buddhist Center. Conver- sion to a school would prevent re -occupation of the building as a Buddhist Center, so it is appropriate for the project to receive credit for vehicle trips that would be eliminated with the removal of this use. There is no explicit ITE land use category for Buddhist facilities. However, review of the operating char- acteristics of other Buddhist centers around the region, combined with review of potential ITE land use categories, found that "Church" (ITE Land Use Code 560) is the category that most closely represents this use. ITE defines the "Church" land use as "...a building in which public worship services are held. A church houses an assembly hall or sanctuary; it may also house meeting rooms, classrooms, and occa- sionally, dining, catering, or party facilities." Review of the calendars of other Buddhist temples and centers in the region found that most hold regular Sunday gatherings, along with events throughout the week including meditation or other classes during weekday mornings, afternoons, or evenings; they also provide guidance and resources for their members. Table 2 summarizes the average rates and trip esti- mates for each peak hour that would be eliminated with removal of the existing use. Table 2. Estimate of Vehicle Trips to be Removed — Existing Use Time Period Trip Rate Vehicle Trip Estimate1 Inbound Outbound Total Buddhist Center 2 AM Peak Hour 0.56 trips/1,000 sf (62% in, 38% out) 14 9 23 School Afternoon Peak Hour3 0.55 trips/1,000 sf (48% in, 52% out) 11 12 23 PM Peak Hour 0.55 tripsl1,000 sf (48% in, 52% out) 11 12 23 Source: Institute of Transportation Engineers, 9h Edition, 2012. 1. Vehicle trip estimates were calculated by multiplying the trip rate by the building size of 41,305 sf. 2. Rates were assumed to be consistent with the "Church" land use (ITE Land Use Code 560). 3. ITE does not providerates for the "Church" use during the afternoon peak hour. Rates were assumed to be the same as the evening peak hour. August 28, 2017 12 Impact Elementary School — 3438-S 148th Street, Tukwila Transportation and Parking Assessment 2.3. Net New Trips heffron transportation inc Net new vehicle trips that would result from the project consist of the total trips generated by the school minus the trips that would be eliminated by removal of the Buddhist Center; the net new trips for each peak hour is summarized in Table 3. Table 3. Net New Vehicle Trips Generated by the Proposed Project Land Use AM Peak Hour Afternoon Peak Hour PM Peak Hour 1n Out Total In Out Total In Out Total Proposed Elementary School Existing Buddhist Center Net New Trips 125 -14 102 -9 227 -23 63 -11 78 -12 141 -23 37 -11 39 -12 76 -23 111 93 204 52 66 118 26 27 53 Source: Heffron Transportation, Inc., August 2017. 3. Estimated Transportation Impact Fee The City has adopted a transportation impact fee program that is based upon net new trips generated by a project during the PM peak hour. The program divides the city into four zones, and the cost per new vehi- cle trip varies depending on the zone in which the project is located. The project site is located in Zone 3, which has an impact fee rate of $1,061.21 per net new PM peak hour trip.2 Based upon the results pre- sented in Table 3, the impact fee required for the project is estimated to be $56,244.13 (53 net new PM peak hour trips X $1,061.21/trip). 4. Vehicle Access, Loading, and Circulation For student drop-off in the morning and pick-up in the afternoon, the school is proposing a clockwise "loop" configuration, shown on Figure 1. With this circulation, vehicles would enter via the west drive- way, circulate clockwise through or around the building, unload or load students on the vehicle passenger side at designated areas, and exit the site via the east driveway. Family vehicles would utilize an inside lane and pull into the underground parking area, where they would unload or load students at a designated loading zone. School buses would utilize an outer lane and pull around to a school bus load zone on the east side of the building. The site plan with proposed loading areas is shown on Figure 2. The project site is well suited to accommodate vehicle traffic generated by morning student drop-off and afternoon student pick-up activities. It is estimated that there would be space for 25 to 30 family vehicles to queue in a single line from the proposed vehicle loading zone, through the garage, and around the west side of the building to the entrance driveway, without spilling over to the street. Observations and analyses conducted by Heffron Transportation staff at numerous schools throughout the region have found that even though morning vehicle volumes are typically higher than afternoon vol- umes, queues during the morning drop-off period tend to be shorter because vehicles are more spread out, and stop only long enough for students to disembark. It is expected that morning drop-off could be ac- commodated with a single line entering the garage, without overspill to the street. z City of Tukwila, Public Works Bulletin A3, Pavement Mitigation and Transportation Impact Fees, Approved 12/31/2005. August 28, 2017 13 Impact Elementary School — 3438-S 148th Street, Tukwila Transportation and Parking Assessment ,a heffron transportation inc The afternoon line-up would likely need to be managed (including parent education on afternoon queuing and pick-up procedures) to prevent overspill onto the adjacent street. The following measures could be applied to reduce the potential for overspill during the afternoon pick up area: • Establish a secondary queue pick up line if a greater number of waiting vehicles are anticipated than a single line would accommodate, as shown on Figure 1. If needed, the school could direct families to proceed around the building (when the initial queue is full) and form an additional line (or lines) on the east side of the building. Staff would need to be present at the front of the east - side queue, and wave vehicles around to join the primary queue as pick-up activity proceeds and space becomes available (similar to how lanes of ferry queues are managed). As shown on Figure 2, there is a minimum 23-foot width throughout the drive aisles, including where landscaped curb bulbs serve as pinch points, so two lanes of traffic can be accommodated on all sides. • Lengthen the designated loading area within the garage to allow more than one vehicle to drop off or pick up students at a time. This would require restriction of a greater number of parking spaces within the garage. The recommended afternoon loading plan would require staff on site to direct traffic, with approximate locations where staff could be stationed shown on Figure 1. At a minimum, staff would need to be present at the student loading zones (family vehicle and bus). If a secondary vehicle queue is needed in the after- noon, additional staff should be stationed at the garage exit door (where vehicles exiting the garage would cross paths with vehicles proceeding from the secondary queue to the back of the primary queue), and also at the front of the secondary queue to direct vehicles when to proceed. The Figure 2 site plan indicates that the school bus load zone could accommodate two buses at a time. If more buses are anticipated, they could be accommodated either by staggering their arrivals, and/or by lengthening the bus loading zone. 5. Parking Demand Estimate The City's parking requirement for elementary schools is 1.5 spaces per staff member. The anticipated full staffing level of 22 equates to a parking requirement of 33 spaces. Counts performed by Heffron Transportation at several Seattle elementary schools in 2013 and 2014 for modernizations and replacement projects found peak school -day parking demand rates that ranged from 1.06 to 1.23 vehicles per employee. At these rates, the school -day parking demand would be 23 to 27 ve- hicles, which would be accommodated by the City's required parking supply. The 33-space covered parking area would accommodate this level of demand. However, it is expected that parking would be prohibited in some spaces in the garage where the student loading zone would be located, at least during periods of peak morning and afternoon activity. To accommodate parking demand beyond what could be provided in the garage, it is recommended that specific areas of the surface parking lot be designated for employee and/or visitor parking, located in ar- eas that would still allow the space needed to accommodate vehicle queues during the morning drop-off and afternoon pick-up periods. For example, the spaces along the north side of the building could be des- ignated for employee parking, and spaces along the south side of the building could be designated for vis- itor parking (though possibly restricted during the peak afternoon pick-up period). This would leave the areas around the perimeter of the site free to accommodate vehicle queues while still maintaining drive aisles on all sides of the building. August 28, 2017 ( 4 Impact Elementary School — 3438-S 148th Street, Tukwila Transportation and Parking Assessment heffron transportation inc For special evening events, observations conducted by Heffron Transportation have found that there are typically between 3.0 and 3.5 persons attending for each parked vehicle —this accounts for higher levels of carpooling (students and their families in a single vehicle) as well as drop-off activity that does not generate parked vehicles. At these rates, the on -site parking supply (33 covered spaces plus 155 surface lot spaces) could accommodate events with attendance between about 560 and 660 persons. 6. Additional Recommendations In addition to the measures described above related to access, student loading, vehicle circulation, and parking, the following recommendations could be considered: • Because the surrounding sidewalk system is incomplete, it would be advisable to identify and provide families with a "safe routes to school" map that identifies pedestrian routes within a one - mile radius of the school. Crossing guards may be needed at intersections near the school. • The City of Tukwila has designated school zones with 20 mph speed limits. It is recommended that the school work with the City to request a school zone designation in the site vicinity. • The school could consider providing covered bike parking on site, to support bicycle commuting by faculty and staff. • The availability of transit service on Tukwila International Boulevard (with stops serving King County Metro Bus Routes 124 and 128) would provide a travel alternative that could reduce ve- hicle trips and parking demand generated by family vehicles and employees. The school could consider providing alternative mode incentives to faculty and staff (e.g. full or partial bus fare reimbursement, preferred parking spaces for those who commute by carpool or use alternative modes a designated number of times per week or month, and/or provision of "guaranteed ride home"3 for those who use alternative modes). JAB/jab Tukwila Elementary School_Transportation Assessment-FINAL.docx Attachments: Figure 1. Access and Circulation During Student Unload/Load Periods Figure 2. Site Plan 3 Provides guaranteed rides home for employees who use alternative forms of transportation to commute, but need to get home quickly in an emergency. The ride home can be by taxi or car -sharing vehicle. The number of rides available per month or year may be limited. This program reassures employees that they will have transportation during emergencies so they are more comfortable using transit or carpools. August 28, 2017 ( 5 N Primary family vehicle queue line School bus path Secondary family vehicle queue line —when ,„ primary queue is axt•aoci4d to driny,ay (afternoon only.y. ° All vehicles enter via All vehicles west driveway exit via east driveway S 148th Street Family vehicle loading zone (inside garabek, •I Image Source Googte Earth, Imagery Date 5/2212017 KEY = staff person directing student loadingltraffic 1 1 1 1 1 1 1 ..secondr, Ak-ci‘ No II* proceed back of PriMary qtraqo when dheot( • by staff Tukwila Elementary 3438 S 148th Street Figure 1 Access & Circulation During Student Unload/Load Periods heffron transportation inc 08.28.17 N ZW� DC) uJ 23.-0" !! ! I !! „. coos soma. r.,•...--4-1.tiiiiim.4••••••• • 1 • • ! - cv 0. a I 179 LL_LJ 24-0" Source: NAC Architecture, August 2, 2017 Tukwila Elementary 3438 S 148th Street Site Plan Figure 2 heffron transportation inc 08.28.17 TECHNICAL MEMORANDUM Project: Impact Elementary School 3438—S 148th Street, Tukwila Subject: Transportation and Parking Assessment Date: August 28, 2017 Author: Jennifer Barnes, P AL heffron transportation inc RECEIVED AUG 2 8 2017 Community DeveloPment This memorandum presents the transportation and parking assessment for a charter elementary school proposed at 3438—S 148th Street in Tukwila. This assessment is based upon guidance provided by the City of Tukwila (City) and provides information requested by the City to help support project permitting and determination of the traffic impact fee. 1. Project Description The proposed school would repurpose the existing building on the site. The building, which is about 41,305 square feet (sf) in size, is currently unoccupied but was most recently utilized as a Buddhist Cen- ter. The site has a surface lot that surrounds the building with about 155 spaces, and a covered parking garage on the building's ground floor with 33 spaces. Vehicle access for the site is provided by two driveways on S 148th Street. Vehicles can circulate through the surface parking lot to the under -building garage, which can be accessed from the north or south ends of the building. There is also a pedestrian stair connection between the site and the property to the north. The school would serve grades kindergarten through 5, with an ultimate plarmed enrollment capacity of 504 students and 22 faculty/staff members. School enrollment at the proposed site would be phased, be- ginning with kindergarten and 1st grade in fall 2018, with new grades added each year as each class pro- gresses; full enrollment and staffing could be reached in the 2022/2023 school year. 2. Trip Generation Estimate 2.1. Project -Generated Trips Vehicle trips that the school could be generate were estimated by applying average Institute of Transpor- tation Engineers (ITE)t trip generation rates for an "Elementary School". These rates are summarized in Table 1. As the table shows, a total enrollment of 504 students is estimated to result in about 650 daily vehicle trips, with 227 occurring in the AM peak hour when students are dropped off, 141 occurring in the after- noon peak hour when students are picked up, and 76 trips during the commuter PM peak hour, which is when traffic on the vicinity streets is the highest. 1 Institute of Transportation Engineers (ITE), Trip Generation Manual, 9th Edition, 2012. 6544 NE 61st Street, Seattle, WA 98115 Phone: (206) 523-3939 Fax: (206) 523-4949 Impact Elementary School — 3438-S 148t" Street, Tukwila Transportation and Parking Assessment Table 1. Vehicle Trip Generation Estimate — Proposed Project heffron transportation inc Time Period Trip Rate Vehicle Trip Estimate 1 Inbound Outbound Total Elementary School2 Daily 1.29 trips/student (50% in, 50% out) 325 325 650 AM Peak Hour 0.45 trips/student (55% in, 45% out) 125 102 227 School Afternoon Peak Hour 0.28 trips/student (45% in, 55% out) 63 78 141 PM Peak Hour 0.15 trips/student (49% in, 51% out) 37 39 76 Source: Institute of Transportation Engineers, 9h Edition, 2012. 1. Vehicle trip estimates were calculated by multiplying the trip rate by the expected school capacity of 504 students. 2. Elementary School (ITE Land Use Code 520). 2.2. Existing Trips to be Removed The proposed school would replace the previous use on the site, which was a Buddhist Center. Conver- sion to a school would prevent re -occupation of the building as a Buddhist Center, so it is appropriate for the project to receive credit for vehicle trips that would be eliminated with the removal of this use. There is no explicit ITE land use category for Buddhist facilities. However, review of the operating char- acteristics of other Buddhist centers around the region, combined with review of potential ITE land use categories, found that "Church" (ITE Land Use Code 560) is the category that most closely represents this use. ITE defines the "Church" land use as "...a building in which public worship services are held. A church houses an assembly hall or sanctuary; it may also house meeting rooms, classrooms, and occa- sionally, dining, catering, or party facilities." Review of the calendars of other Buddhist temples and centers in the region found that most hold regular Sunday gatherings, along with events throughout the week including meditation or other classes during weekday mornings, afternoons, or evenings; they also provide guidance and resources for their members. Table 2 summarizes the average rates and trip esti- mates for each peak hour that would be eliminated with removal of the existing use. Table 2. Estimate of Vehicle Trips to be Removed — Existing Use Time Period Trip Rate Vehicle Trip Estimate 1 Inbound Outbound Total Buddhist Center 2 AM Peak Hour School Afternoon Peak Hour3 PM Peak Hour 0.56 trips/1,000 sf (62% in, 38% out) 0.55 trips/1,000 sf (48% in, 52% out) 0.55 trips/1,000 sf (48% in, 52% out) 14 11 11 9 12 12 23 23 23 Source: Institute of Transportation Engineers, 9h Edition, 2012. 1. Vehicle trip estimates were calculated by multiplying the trip rate by the building size of 41,305 sf. 2. Rates were assumed to be consistent with the "Church" land use (ITE Land Use Code 560). 3. ITE does not provide rates for the "Church" use during the afternoon peak hour. Rates were assumed to be the same as the evening peak hour. RECEIVED AUG 2 8 2017 community Development August 28, 2017 ( 2 Impact Elementary School — 3438-S 148th Street, Tukwila Transportation and Parking Assessment 2.3. Net New Trips I '"j hef f ron trans Net new vehicle trips that would result from the project consist of the total trips generated by the school minus the trips that would be eliminated by removal of the Buddhist Center; the net new trips for each peak hour is summarized in Table 3. Table 3. Net New Vehicle Trips Generated by the Proposed Project Land Use AM Peak Hour Aftemoon Peak Hour PM Peak Hour In Out Total In Out Total In Out Total Proposed Elementary School Existing Buddhist Center Net New Trips 125 -14 102 -9 227 -23 63 -11 78 -12 141 -23 37 -11 39 -12 76 -23 111 93 204 52 66 118 26 27 53 Source: Heffron Transportation, Inc., August 2017. 3. Estimated Transportation Impact Fee The City has adopted a transportation impact fee program that is based upon net new trips generated by a project during the PM peak hour. The program divides the city into four zones, and the cost per new vehi- cle trip varies depending on the zone in which the project is located. The project site is located in Zone 3, which has an impact fee rate of $1,061.21 per net new PM peak hour trip.2 Based upon the results pre- sented in Table 3, the impact fee required for the project is estimated to be $56,244.13 (53 net new PM peak hour trips X $1,061.21/trip). 4. Vehicle Access, Loading, and Circulation For student drop-off in the morning and pick-up in the afternoon, the schoolis proposing a clockwise "loop" configuration, shown on Figure 1. With this circulation, vehicles would enter via the west drive- way, circulate clockwise through or around the building, unload or load students on the vehicle passenger side at designated areas, and exit the site via the east driveway. Family vehicles would utilize an inside lane and pull into the underground parking area, where they would unload or load students at a designated loading zone. School buses would utilize an outer lane and pull around to a school bus load zone on the east side of the building. The site plan with proposed loading areas is shown on Figure 2. The project site is well suited to accommodate vehicle traffic generated by morning student drop-off and afternoon student pick-up activities. It is estimated that there would be space for 25 to 30 family vehicles to queue in a single line from the proposed vehicle loading zone, through the garage, and around the west side of the building to the entrance driveway, without spilling over to the street. Observations and analyses conducted by Heffron Transportation staff at numerous schools throughout the region have found that even though morning vehicle volumes are typically higher than afternoon vol- umes, queues during the morning drop-off period tend to be shorter because vehicles are more spread out, and stop only long enough for students to disembark. It is expected that morning drop-off could RECEIVED commodated with a single line entering the garage, without overspill to the street. 2 AUG 2 8 2017 Community Development City of Tukwila, Public Works Bulletin A3, Pavement Mitigation and Transportation Impact Fees, Approved 12/31/2005. • August 28, 2017 13 Impact Elementary School — 3438-S 148th Street, Tukwila Transportation and Parking Assessment ';: heffron • transportation inc The afternoon line-up would likely need to be managed (including parent education on afternoon queuing and pick-up procedures) to prevent overspill onto the adjacent street. The following measures could be applied to reduce the potential for overspill during the afternoon pick up area: • Establish a secondary queue pick up line if a greater number of waiting vehicles are anticipated than a single line would accommodate, as shown on Figure 1. If needed, the school could direct families to proceed around the building (when the initial queue is full) and form an additional line (or lines) on the east side of the building. Staff would need to be present at the front of the east - side queue, and wave vehicles around to join the primary queue as pick-up activity proceeds and space becomes available (similar to how lanes of ferry queues are managed). As shown on Figure 2, there is a minimum 23-foot width throughout the drive aisles, including where landscaped curb bulbs serve as pinch points, so two lanes of traffic can be accommodated on all sides. • Lengthen the designated loading area within the garage to allow more than one vehicle to drop off or pick up students at a time. This would require restriction of a greater number of parking spaces within the garage. The recommended afternoon loading plan would require staff on site to direct traffic, with approximate locations where staff could be stationed shown on Figure 1. At a minimum, staff would need to be present at the student loading zones (family vehicle and bus). If a secondary vehicle queue is needed in the after- noon, additional staff should be stationed at the garage exit door (where vehicles exiting the garage would cross paths with vehicles proceeding from the secondary queue to the back of the primary queue), and also at the front of the secondary queue to direct vehicles when to proceed. The Figure 2 site plan indicates that the school bus load zone could accommodate two buses at a time. If more buses are anticipated, they could be accommodated either by staggering their arrivals, and/or by lengthening the bus loading zone. 5. Parking Demand Estimate The City's parking requirement for elementary schools is 1.5 spaces per staff member. The anticipated full staffing level of 22 equates to a parking requirement of 33 spaces. Counts performed by Heffron Transportation at several Seattle elementary schools in 2013 and 2014 for modernizations and replacement projects found peak school -day parking demand rates that ranged from 1.06 to 1.23 vehicles per employee. At these rates, the school -day parking demand would be 23 to 27 ve- hicles, which would be accommodated by the City's required parking supply. The 33-space covered parking area would accommodate this level of demand. However, it is expected that parking would be prohibited in some spaces in the garage where the student loading zone would be located, at least during periods of peak morning and afternoon activity. To accommodate parking demand beyond what could be provided in the garage, it is recommended that specific areas of the surface parking lot be designated for employee and/or visitor parking, located in ar- eas that would still allow the space needed to accommodate vehicle queues during the morning drop-off and afternoon pick-up periods. For example, the spaces along the north side of the building could be des- ignated for employee parking, and spaces along the south side of the building could be designated for vis- itor parking (though possibly restricted during the peak afternoon pick-up period). This would leave the areas'around the perimeter of the site free to accommodate vehicle queues while still maintaining drive aisles on all sides of the building. RECEIVED AUG 2 8 2017 Community Divolopment August 28, 2017 i 4 Impact Elementary School — 3438-S 148th Street, Tukwila Transportation and Parking Assessment m heffron t' "- transportation inc For special evening events, observations conducted by Heffron Transportation have found that there are typically between 3.0 and 3.5 persons attending for each parked vehicle —this accounts for higher levels of carpooling (students and their families in a single vehicle) as well as drop-off activity that does not generate parked vehicles. At these rates, the on -site parking supply (33 covered spaces plus 155 surface lot spaces) could accommodate events with attendance between about 560 and 660 persons. 6. Additional Recommendations In addition to the measures described above related to access, student loading, vehicle circulation, and parking, the following recommendations could be considered: • Because the surrounding sidewalk system is incomplete, it would be advisable to identify and provide families with a "safe routes to school" map that identifies pedestrian routes within a one - mile radius of the school. Crossing guards may be needed at intersections near the school. • The City of Tukwila has designated school zones with 20 mph speed limits. It is recommended that the school work with the City to request a school zone designation in the site vicinity. • The school could consider providing covered bike parking on site, to support bicycle commuting by faculty and staff. • The availability of transit service on Tukwila International Boulevard (with stops serving King County Metro Bus Routes 124 and 128) would provide a travel alternative that could reduce ve- hicle trips and parking demand generated by family vehicles and employees. The school could consider providing alternative mode incentives to faculty and staff (e.g. full or partial bus fare reimbursement, preferred parking spaces for those who commute by carpool or use alternative modes a designated number of times per week or month, and/or provision of "guaranteed ride homes3 for those who use alternative modes). JAB/jab Tukwila Elementary School Transportation Assessment-FINAL.docx Attachments: Figure 1. Access and Circulation During Student Unload/Load Periods Figure 2. Site Plan 3 RECEIVED r_, AUG 282017' Develo uney pment Provides guaranteed rides home for employees who use alternative forms of transportation to commute, but need to get home quickly in an emergency. The ride home can be by taxi or car -sharing vehicle. The number of rides available per month or year may be limited. This program reassures employees that they will have transportation during emergencies so they are more comfortable using transit or carpools. �.s9s d \\ • August 28, 2017 15 ;ail 11IIII] Primary family vehicle queue line queue line-.wh+ primary queue is extended toldy� 4gliAta Mina All vehicles enter via west driveway Image Source: Google Earth, ImageryDate 5/22'2017 Tukwila Elementary 3438 S 148th Street KEY = staff person directing student loading/traffic ,eondary 1411, queue line --- - - - NON t pros triton All vehicles : , back of exit via primary east driveway h` S 148th Street a)... Figure 1 Access & Circulation During Student UnloadlLoad Periods heffron transportation inc 08.28.17 RECEIVED N zWR 672, 23-0' Y Source: NAC Architecture, August 2, 2017 1"I 1 1 1 1 I 1 I 1 I, 0 0 0 o • AUG 28 2017 Community Development 40. Tukwila Elementary 3438 S 148th Street Site Plan Figure 2 I heffron transportation inc 08.28.17 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION August 23rd, 2017 James Heugas Pacific Charter 206 S. Hudson St. Seattle, WA 98134 Subject: Impact Public School PL17-0044: L17-0049 Dear James Heugas, Your application for a Conditional Use Permit for Impact Public Schools at 3438 5 148th St. in Tukwila, WA is considered complete on August 23', 2017 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 431-3683 or Max.Baker@TukwillaWA.gov. Sincerely, Maxwell Baker Assistant Planner Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Project: Impact Public Schools — 3438 S 148th St, Tukwila Prepared by: Washington Charter School Development Subject: Initial traffic analysis and proposed circulation Date: August 15, 2017 RECEIVED AUG 16 2017 Community Development School Into Impact Public Schools is a newly charter public school that will be opening in Tukwila in August of 2018. The school would serve grades kindergarten through 5, with an ultimate planned enrollment capacity of 504 students and 22 faculty/staff members. School enrollment at the proposed site would be phased, beginning with kindergarten and 1st grade in fall 2018, with new grades added each year as the classes progress, until full enrollment and staffing could be reached in the 2022-2023 school year. Project overview The new school will be housed in the repurposed existing building that currently exists on the site. The building, which is about 41,305 square feet (sf) in size, is currently being used as a religious gathering center. The site has a surface lot that surrounds the building with about 155 spaces, and a covered parking garage on the below the building's ground floor plan with about 33 spaces. The building has two vehicle access points for the covered parking area — one on the north side and one on the south side. Vehicle access for the site is provided by two driveways on S 148th Street. The property in question also includes three vacant parcels of land to the north of the main building. These areas will be dedicated to outdoor recreation for the school. There is a pedestrian stair connection between the site and the property to the north. Existing transportation network The surrounding land use consists primary of residential development to the west and commercial land and institutional uses to the north, south, and east. Key roadways include: • S 148th Street — is a two land east -west local access street with a speed limit of 25 miles per hour. Curbs, gutters, and sidewalks are intermittent and they are present along the frontage of the site. Parking lanes are not delineated but the street adjacent to the site has sufficient width (about 35 feet) to accommodate on -street parking in the westbound direction along the site frontage. • Tukwila International Boulevard — is a five -lane Principal Arterial that is a major north -south thoroughfare in Tukwila. The speed limit varies but is 40 mph near the site. • Military Road — is a two-lane Minor Arterial oriented roughly north -south direction. It has a speed limit of 35 mph. Transit: the site is served by King County Metro. The nearest stops are located on Tukwila International Boulevard at S 148th Street, about 600-feet walking distance. Planned transportation projects in site vicinity: no planned transportation improvements were identified that would affect transportation or capacity near the site. Proposed traffic circulation Without any additional surface or site improvements, the existing site configuration site supports a "loop" circulation clockwise around the building. It is expected that cars and busses would enter through the east entrance and form two parallel lanes of traffic - cars to the interior lane and busses to the exterior lane. During drop off and pick up times, it is expected that cars would circulate through the underground parking and drop off students passenger side. Busses would continue circulating around the building and drop off students passenger side on the western side of the building. Eleven existing parking spaces and a handicap parking with van accessible space would be used only at pick up and drop off times to accommodate bus loading and unloading. The current existing handicap parking with van accessible space would be relocated next to a second existing handicap space. Preliminary trip generation estimate Estimates for total and peak vehicle trips will be provided in a final Transportation Assessment that is currently being finalized by our traffic consultant, Hefforn Transportation — we anticipate a final report will be available by Monday August 215t. The assessment will be based on total enrollment of 504 and will provide details around trip estimates occurring during pick-up, drop-off, commute, and after school activity times Preliminary parking demand estimate At full enrollment of 504 students and 22 faculty/staff we currently estimate that the school daily demand at this particular site would be closer to between 23-27 vehicles. For special events, we anticipates that the site could accommodate events with attendance of between 560 and 660 persons. N OVICINITY MAP EXISTING ROLLING GATE AT DRIVEWAY EXISTING FENCE Scale: 1 12" = 1'-0' EXISTING SIDEWALK —4— EXISTING LANDSCAPE PLANTING STRIP S. 148TH STREET REMOVE CURB B ALL NEW CON CRETE PAD NEW GATE AT NEW MONUMEN SIGN EXISTING ROLLING GATE AT DRIVEWAY t5 .4— SETBACK 24 GSITE PLAN Scale: 1". 20'-0" Q v rnmRas Dm�m,c 'hva4,,'vkwlitl L Orate, 4C1' SchAA! PROPERTY LINE N010,700" E 204.20 BUSSES CARS 3010E 00-W 203.00 CAST ALUMINU LETTERS EC } OMONUMENT SIGN Scale: 1/2" = 1'-0" 2B EXISTING DUMPSTER ENCLOSURE CONCRETE BASE CMU CAST ALUMINUM LETTERS 8" CMU RECESSED NUMBERS 8" 2 3 4 to CONCRETE BASE MONUMENTAL SIGN - NORTH ®ELEVATION Scale 12" = 1'-0" 23 0020 CHAMFER CONCRETE CORNERS, TYP 0015 -- - RECESSED NUMBERS 8- CHAMFER CONCRETE CORNERS TYP CONCRETE BASE MONUMENTAL SIGN - EAST OA ELEVATION J Scale: 12" = 1'-0" 0005 II' ill'II'I I ILI IIIIII ('11 1 1 1 1 1 1 1 1 1 1 Doa, 1 1 I 1 I 1 1 1 1 1 1,1111 III 11 IIIII 1111111111 1I IIIIIII IIIIIII II'IIIIIIIII IIII� IIIIIIIIII� IIIII III T.r T'7I III ..IIIII 1Ii1 I 1 I IIIIIII -L_I'I1111 LI LII LI IIII I1I�'. ICI iI�I II I IOUTGOOR PUY AREA I I1 '..III 1I 1II1 1 1 1 1 IIIIIIII�I III III I ILL I•yI I I 1 1 0025 II�I11� 1 I I III 1 Ijl�l�lll ' ILL ILL I I 11 REVISIONS CONDITIONAL USE PERMIT WASHINGTON CHARTER SCH NAC ARCHITECTURE nacarchitecture.co ,uc NO 121-17025 ORA. Author 0404E0 Checker DATE 8-2-2017 SITE PLAN A1.03 RECEIVED AUG 16 201? City of Tukwila Department of Community Development RECEIVED AUG 14 2017 TUKWILA PUBLIC WORKS File Number L17-0049 LAND USE PERMIT ROUTING FORM TO: ❑Building ❑Planning Public Works El Fire Dept. ❑Police Dept. ❑Parks/Rec Project: Impact Public Schools Address: 3438 S 148th St Date transmitted: 8/14/2017 Response requested by: 8/21/2017 Staff coordinator: Max Baker Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) (l3 C uirnV14, `-e_tr.; U niztyin Plan check date: Comments prepared by: Update date: x 1� 34605 148th Suite 100 Seattle, WA 98168 I'T°". Phone: (206) 242-3236 Fax (206) 242-1527 Rcpt. No. 00 3I'1. ; 0 TIED CERTIFICATE OF SEWER AVAILABILITY / NON AVAILABILITY AUG 04 2011 ;rr nmunity Residential: $ 50.00 Commercial: $ 100.00 : )e,foloprn Inr 6/Certificate of Sewer Availability OR 0 Certificate of Sewer Non -Availability Part A: (To Be Completed By Applicant ) Purpose 4, Certificate: Building Permit ■ Preliminary Plat or PUD Short Division I Rezone ■ Other Proposed Use: 2/Commercial ❑ Residential Single Family ■ Residential Multi -Family • Other Applicant's Name 3A4,4A65 k4E'UCti Phone Number k g3Zg52` Property Address it3g S ‘..tg 1:;(4.. a �\c,....6.114C Loot Number COLT %Q ..(02S- Qg`ax Legal Description (Attach Map and legal Description if Necessary ); A d..ms Home- TICS L a- s Cc:› ,eN PLC.4 5 k J : 7 eio.. L,f .;. 3c) 4 3 ........__. Part B: (To be Completed by Sewer Agency ) a. A Sewer Service will be provided by side sewer connection only to an existing �'' size sewer 1 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: • (1) feet of sewer trunk or lateral to reach the site; and/or • (2) The construction of a collection system on the site and/or ® (3) Other (describe) 2. Must be completed if 1. b above is checked 0 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR 0 b. The sewer system improvement will require a sewer comprehensive amendment. 3' a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District. OR 0 a. Annexation or BRB approval will be necessary to provide service. 4. Service is to the following; subject Permit $ a. District Connection Charges due prior to connection: *13 is GFC: $ -7-8 is SFC: $ p Unit: $ Total $ -Ts TB (Subject Either a King County/METRO Capacity Charge may be due upon connection b. Easements: ® to Change on January 1st) Ch rge, SWSSD or Midway Sewer District Connection to sewers. IS o h&-secl ON-A,41....`e cc,L: h-i cka.Ase3 ,4 d.A.V .. Required ❑ May be Required ' c. Other 1 /n�. f . �`7 4-ki �-1•FOka_ . lit,.._(-Jo;-k ;x PiQnneA -eat- Sl4de.t S '- r, :s4' ermi-1%s ckr e tal,,i?; Q.d , +h2n C. ]\0.r33�� 4., s ij ik.�u e- .3 i.0 4.4e.-1-erMa'r1e U 1 .. . ification shall be valid for one year from the date of signature. By �% Title r, 'sr Date _$..2 -I ATTACHMENT TO VALLEY VIEW SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABI C []VED The following terms and conditions apply to the attached Valley View Sewer DistrAIR&s4rZOl7 Certificate of Sewer Availability/Non Availability ("Certificate") t:^mr unity Dom: �ioprn nt 1. This certificate is valid only for the real property referenced herein ("Property") which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This certificate is between the District and the applicant only and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of Seatac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. 1 acknowledge that 1 have received the Certificate of Sewer Availability/Non -Availability and this attachment, and fully understand the terms and conditions herein. Applicant's signature Date City of Tukwila CERTIFICATE OF WATER AVAILABILITY Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov PERMIT NO.: REC LED AU6 04 2011 1 ommiarity 'Development Part A: To be completed by applicant Site address (attach map and legal description showing hydrant location and size of main): 3400 S • t 48""" afej-, ag t68 Owner Information • Name: GjO C0.1C(IC.1 \i‘ke1 kVIAC3 Agent/Contact Person ,Name: 3n 6S k—ke-oq4 Address: S4eo • are „ Phone: (W6) 214 O2 Address:. + S • t( K Phone: (Zo6) 2 sz_ 2 S, This certificate is for the purposes of: ❑ Residential Building Permit . L(Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone Estimated number of service connections and water meter size(s): 0 Short Subdivision 0 Other Vehicular distance from nearest hydrant to the closest point of structure is 2.o ft. t+ C j 1„lr,,�-er ^Di s'rt ck - (IS Area is served by (Water Utility District): OwnerfAgent Signatu Date Part B: To be completed by water utility district 1. The proposed project is within X2. l No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: -rtiA V.51-1 / kr G- (City/Comity) (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 40 gpm at 20 psi residual for a duration of 2 hours at a velocity of r © fps as documented by the attached calculations. availability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. System is not capable of providing service to this project. I hereby certify that the above information is true and correct. Agency/Phone By Date Exr S -3-\ Attachment to Certificate of Water Availability King County Water District No. 125 REC VED AUG 04 2011 (X rnmunity t)eveIopment The following terms and conditions apply to the attached Certificate of Availability ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and re ulation them in effect. Applicant's Sign Date 7-4th- District Representative Date - Ar" Attachment A to City of Tukwila - Conditional Use Permit Application Impact Public Schools Program Description School Description Impact Public Schools is building a network of schools across Washington state, starting with the first school in Tukwila, WA. Impact: Tukwila will open in 2018 with 168 students and eventually grow to serve a maximum of 504 K-5 students in the south Seattle region. The school will meet an unmet educational need through provision of a rigorous educational program that offers school -based mentor groups, personalized learning pathways, and project based learning to culturally and linguistically diverse students. An ambitious yet attainable set of goals will hold the school accountable for closing the opportunity gap. Mission The mission of Impact Public Schools is to prepare a diverse student population to succeed in college and impact communities as the next generation of equity -driven, innovative leaders. Vision Impact Public School graduates will be problem solvers, innovators, and change agents of tomorrow. Students will live full, connected, and purposeful lives. Our diverse group of scholars will solve our future's greatest challenges, and together we will eliminate the opportunity gap in our community. Our school offers a rigorous, personalized curriculum within a vibrant school community that balances high expectations with joy. Student & Faculty Growth Plan from 2018 - 2022 (full build out) Year 2018 2019 2020 2021 2022 Student Growth Plan Y1 Y2 Y3 Y3 Y5 Grades Served K-1 K-2 K-3 K-4 K-5 Student Enrollment 168 252 336 420 504 Principal 1 1 1 1 1 Operations Manager 1 1 1 1 1 Classroom Teachers 6 9 12 15 18 Faculty Growth Plan Learning Specialist 1 1 1 1 1 SEL Coach 1 1 1 2 2 Teaching Fellows 2 3 4 5 6 Total Faculty 12 16 20 25 29 Founding Team Jen Davis Wickens, Co -Founder & CEO RECF VED AUG 04 2011 :rt nrfar's l Jen's experience as a teacher and leader in education is vast. Jen co-founded the Washington state charter sector and is currently the Chief Regional Officer for Summit Public Schools. She has consulted for charter schools throughout the country and for local districts, including Seattle Public Schools where she led principal professional development. She also served as Vice President of Teaching and Learning for Envision Schools where she coached principals and trained teachers. She was the Founding Principal of Impact Academy, an Envision charter high school in Hayward, CA that serves students who will be the first in their family to attend college. Impact continues to be one of the highest performing high schools for low-income students of color in the Bay Area. Prior to this, Jen was a teacher leader in Seattle Public Schools and Highline. Jen graduated from Willamette University. She has a Master's degree in education from Seattle University and completed her administrative training through New Leaders for New Schools. When she isn't building communities or coaching educators to be their absolute best, Jen loves to spend time on outdoor adventures in the Pacific Northwest with her husband and two daughters. Natalie Hester, Co -Founder & Director of Engagement Natalie Hester was raised in Arizona. She made Washington State her home over 20 years ago. Natalie's professional career started in community and economic development. Before co- founding Impact Public Schools, she worked in several non-profit organizations in the South Puget Sound Region. Her role was to ensure underserved communities had access to capital for wealth creation, through home -ownership and small business loans. Natalie volunteers with Seattle Public Schools and serves as an active PTA board member. She is a founding parent at Summit Public Schools Sierra. During the charter school campaign to "Save our Schools", Natalie was one of the parent voices that directly changed the minds of lawmakers and decision makers in Olympia and throughout Washington state. Natalie's media connections during the campaign were critical in telling the story of kids in struggling schools and the need for change. She is currently a board member with the Washington State Charters Schools Associations (WA Charters) and sits on several other community associations and boards in the South Puget Sound Region. Natalie has deep community connections and will drive the commitment between the community and Impact Public Schools for student success. REC.7::1 'ED AUG 04 2017 i('r nr!'ri`F !)e!eloP ;� nt 11a Seattle City Light 07/26/17 700 5th Ave., Suite 3200 P.0. Box 34023 I Seattle WA 98124-4023 TEL (206) 684-3000 m/roo (206) 684-3225 FAX (206) 625-3709 seattle.gov/light twitter.com/SEACityLight facebook.com/SeattleCitylight James Heugas Re: 3438 S 148th ST Dear Customer, Seattle City Light will supply electrical service to the referenced project. Electrical service is subject to the provisions of the Seattle City Light rate ordinance and the Department's technical requirements. Schedules for completing installations may vary. Large projects may require up to 18 months lead time to allow for procurement of the required equipment and materials. Changes in the customer's design or electrical load must be submitted well in advance of the estimated connection date to avoid delays in the service connection process. If you have any questions or need additional information please contact your Electric Service Representative, David Mannery, 206-386-4245. Sincerely, Allan Yamaguchi OOC Manager II North Service Center • a. NECEVED AUG 04 2011 Community Development An equal employment opportunity, affirmative action employer. Accommodations for people with disabilities provided upon request CITY OF TUKWILA Department of Community Development 6300 South -enter Boulevard, Tukwila, 1VA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASI-IINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: RECEIVED AUG 1 2017 Community . I am the current owner of the property which is the subject of this application. Development 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees. agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at '34. i3 Solo 14R Str&i+ Tilkt4,1at�//� for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any Toss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence oldie City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at J---o-S �ri 'LIDS (city),Lq� jf4 (state), on r, S • - `t 0 /7 egPriNine) nl W 1 ykt,� -5\ ( Sa tq1 -t?. a - Address) ,?io-2 —A)10O (Phone Number) On this day personally appeared before me O D k / 00 rez to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON 'THILI St1/ DAY OF GOER IY MIOORE i Comfai*11on N 2132124 • :• Notary PueHc - California 14..7 e 11 ;illtfleala Oct 29 2019 AA C;, S -t -20 / 7 NO'RY PUBLIC in and fa tl ate of Wasltingion- l (rorn:' residing at ,..es /4 .cs ",9L4477 My Commission expires out �c7°bev a 1 dot? 1 atystore1 City Common\ Teri - DCD1 Kirby 12016 Applications\ Conditional Use Permit -March 2016.dooc REVIEW CRITERIA The review criteria for various types of projects are shown below. Please discuss development consistency with each criteria. Then, refer to the Tukwila Comprehensive Plan for project consistency with the policies. Please note that more than one category of policies may apply. Criteria for Conditional Uses (TMC 18.64.030) 1. The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. The proposed school use will not be detrimental to public welfare or injurious to any other property or improvements. In fact, it will be a benefit to public welfare by increasing educational choice for residents - please see full project description attached to this application. 2. The proposed use shall meet or exceed the same standards for parking, landscaping, yards and other development regulations that are required in the district it will occupy. No changes are proposed to the existing parking, landscape, and yards, except 2 of the 152 existing parking spaces will be removed to accommodate a new egress ramp at the rear side of the building. The existing parking exceeds the requirements of TMC 18.56, even with the two s paces removed to accommodate the egress ramp. ; `S t (�S`l ; k•IscWjts ,2 3. The proposed development shall be compatible generally with the surrounding land uses. The property is in the Regional Commercial (RC) zone, in the Tukwila International Boulevard (TIB) District and in the Cascade View residential neighborhood. Charter public schools are available to all students with no tuition, so the elementary school will provide an option for local families. It is adjacent to residences to the west and the Valley View Sewer District administration building to the east, and across S. 148th Street from a church, another community use. These are all generally compatible uses. 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. Per the Comprehensive Plan, the new school will serve Goal 1.1.3, "Capitalize on the potential that public projects have for serving as symbols of the community, and for expressing the identity any special character of the area where they are located." Per Policy 3.6.4, the City is committed to "Continue and expand partnerships with the school districts serving Tukwila students, in support of programs that seek to improve school performance and student success." 5. All measures shall be taken to minimize the possible adverse impacts which the proposed use may have on the area in which it is located. With ample parking and vehicular circulation surrounding the building connecting to two drive entries off S. 148th, traffic impacts are minimized. Measures taken for the supervision and s-... ' ,£the elementary school students will also minimize the students' impact on the surroundin P-J t1 E D AU6 04 2011 t;ornr, tuo! L)r ;rstOp►T;�:rl,� \\citystore\City Common \Teri - DCD\Kirby\2016 Applications\Conditional Use Pennit-March 2016.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 CONDITIONAL USE PERMIT APPLICATION FOR STAFF USE ONLY Permits Plus T e: P-CUP Planner: File Number: Application Complete Date: Project File Number: ` I Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Impact Public School BRIEF DESCRIPTION OF PROJECT : Elementary K-5 charter public school. Full description attached to app. This application requires public notice. Please refer to section 8 of the application checklist. This application requires a hearing with the Hearing Examiner. Hearing Examiner fees will be passed on to applicant. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 3438 South 148th Street, Tukwila, WA 98168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). Parcel 0040001025 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: James Heugas Address: 210 S. Hudson Street RECriVED Phone: (510) 384-0329 E-mail: james acificcharter.org FAX: a,nmrtun, tovoiopmt nl. Signature: =/ Date: 08/04/2017 \ \ atystore\ City Common\ Teri - DCD\ Kirby\ 2016Applications\ Conditional Use Permit -March 2016.dooc BUILDING VETERINARY HOSPITAL 1,211,11.11104. eA ROP.3/ S INV:. 121,4 1`4 900 0.8 'Ek ISTING 9UIlGING 6 erPRAtir ilfirllite . 40' 40' BO' NOTES: LL U. • VERTICAL DATUM COUNT0.S. RVEY MONUMENT M-43" LOCATED ON PACIFIC HIGHWAY • OOFOTHE SIGNMPOST SOUTH SRENTON-BURIENEEX• ITPOIELEppVATIIONT-TO 332.90CFEET BASE THE UNDERGROUND GUAARANTEIEDITO BEOCORRECTONNOREALLSINCLUSIIVEXISALLGUTILIITIES MUST BE VERIFIED PRIOR TO CONSTRUCTION. CALL 1-800-424-5555. LEGAL DESCRIPTION: WASHINGTON, 3EXCEPTTCTHE SOUTHSI0OFEETROFTSAIOOLOTS FOR ROADS31. KING COUNTY.' TOPOGRAPHICAL SURVEY OF THE, SEATTLE.CULTURE CENTER SITE IN KING COUNTY. WASH. FOR THE SUMMIT GROUP 1N. FEBRUARY..1988. .(88o02) •'HANSEN SURVEYING RENTON. WASHINGTON TEL. 235-8440 SHEET I OF 2 LOT LIt�EI� 49.2 54 CUR PAVENFNI' 0 9W Son FENCE.. ,-12'1CMP STORMORAIN ,343.9 N EDGE PAVEMENT ASPHALT PAVEMENT 3:0 E 0 0. FENCE/W ENO WOODEN FENCE .ENTIRE STORM DRAIN 15 FLEL OF SEDIDENTS WATER FLOWS TO THE WEST. CATCH BA41 -a2.8 GATE N '49 97'62W TtP:342.8 • ,17134.65 iF-- 267r ---a— `NV•340.3 N 2' CMPSTORM DRAIN ___ CMP STORM *IN'- .W CATCH BASIN. 7OP,342:8 .INV.340:2• IS ALENREFENCE LINE. CATCH B ` TOP•342.3 1NV•342.2•- 8-. C.I. WATER 41.4 E END WOODEN FENCE .FACE OF BUILDING QQT77SLN{EAST OF fl' TALL X 4"WIDE CONC. WALL 43.7 E EDGE PA`/E 4FIR ,GRAVEL DRIVEWAY CATCH BASIN ml TOP-341:9 342.3 ANG EP INV•340.0•- NORTH EDGE OF. PAVEMENT di'SANITARV SEWER • 'NOTES VERTICAL DATUM IS U.S G.S. BENCH MARK: KING COUNTY SURVEY MONUMENT "EM-43" LOCATED ON PACIFIC HIGHWAY OFOTHE SIONMPOST STAIINDARrD3TH.9E FEET BASE THE UNDERGROUND UTILITIES ggSHOWN HEREON ARE BASED UPON EXISTING ASBUILTS AND ARE VEERIFIIEDAPRIOR TO CONSTRUCTION. NOR ALL UTILITIES REC uaVEO AU6 04 2011 [['�^(af-rif...•le TOPOGRAPHICAL SURVEY OF THE SEATTLE CULTURE CENTER SITE IN KING COUNTY. WASH. FOR THE SUMMIT GROUP 1N FEBRUARY. 1988. A88002) avr 2/"/88 HANSEN SURVEYING RENTON , WASH I NGTON TEL. 235-8440 SHEET 2 OF 2 PROPERTY LINE VAp l A$LE ? o II A :? l?AFfl51l•UC"1 LOT UIJ1�E-R I ^ THE-tE,HiLon-lci 147:1.0 ---GEHENT coricRET8- �...-p�ErT T. PDF1 L ' THE. �7ROGTURAt,to CN. E,i1N IE!x (' WIDE 'X4"THICK CEMENT CONCRETE SIDEWALK. .1/4"X.4". TRANSVERSE EXPANSION, JOINTS • 15' O.C. "V" GROOVE CONTROL 'JOINTS 5'.O.C. EDGES TO HAVE 1/4" RADIUS. SURFACE IS BR00M FINISH. • CWITINVOUS 3/13"X4" ✓i�� EXPANSION JOIN. FINISH 2% VERTAL CURB• ICTYPE I ATCH� `-BASIN PL'CEMEN1 • CEMENT CONCRETE CURB AND GUTTER: TOP AHD FACE TO HAVE LIGHT BRUSH F1111511. GUTTER TO HAVE BROOM FINISH. PLACE 1/8"X1" CONTROL JOINTS WITH FILLER MATERIAL TO MATCH PAVEMENT JOINTS. CONTROL JOINT SPACING TO DE 15' 0.C. MAXIMUM. ASPX VOIMMOUR SURFACING TOP COURSE ".•I• TACK ' COAT n I I ENEL 1'6' 2 COMPACTED DEPTH ASPHALT CONCRETE, CLASS D �24C0MPACTE0 DEPTH CRUSHED *COMPACTED UEPTII CRU0HE0 SURFACING BASE COURSE 121COMPACTEO UEPTII OF 5000090E TO MEET 95% OF MAXIMUM DRY OEH5ITY. CURB AND GUTTER/SIDEWALK DETAIL NTS CEMENT CONCRETE SIDEWALK. I/4"X 4" ,TRANSVERSE EXPANSION JOINTS 15' 0.C. "V" GROOVE CONTROL JOINTS 5' 0.C. EDGES TO HAVE 1/4" RADIUS. SURFACE IS BR00 FINISH. CONTINUOUS 3/8"X4" '_EXPANSION JOINT FINISH GRADE 2% DIMENSION -ASS._' SHOWN ON PLAN • CEMENT CONCRETE VERTICAL CURB. TOP AND FACE TO HAVE LIGHT BRUSH FINISH. 'PLACE 1/0"X 1" CONTROL JOINTS WITH FILLER MATERIAL TO MATCH PAVEMENT JOINTS. CONTROL JOINTS SPACING TO BE 15' 0.C. MAXIMUM.' R AOIIIS - ✓ TACK COR7 �/d COMPACTED DEPTH ASPHALT CONCRETE ' 'CLASS B ... , COIIPACTCO 0EVTH CRUSHED-- 500858 .•70P COURSE COMPACTED DEPTH CRUSHED SURFACING •R Tf� I BASE ,COURSE •••, COMPACTED 0EPTH OF SUBGRADE TO MEET 95X OF MAXIMUM DRY DENSITY. VERTICAL CURB/SIDEWALK DETAIL 1' EG4y7 GONGKeTE PAKKIpi 44We, AIDA - FINISHED GROUND 6',' 50-` ao2• PROPf:FT(Y LING PISISiILOJLA$. SHOWN ON PLA MATGH CI(ISTIKIG OP•IVW GAY C,PLAI7E VERTIC X usETG BENCH MARK T, i 1 Sf3F1 0NUMENT EM-43' LOCATED ON PACIFIC HIGHWAY $ 6H 02 MILESSOUTHOF8.144TH STREE. POINTI3 NEXT TO. THECONC•BASEOFTHE $16N POST STANDARD (RENTON.BURIEN EX(Tl ELEVATION . 332A0 FEET. VERTICAL CURB DETAIL NTS CEMENT CONCRETE VERTICAL CURB. TOP AND FACE TO NAVE LIGHT BRUSH FINISH. PLACE 1/8" X 1" CONTROL JOINTS WITH FILLER MATERIAL TO MATCH PAVEMENT JOINTS. CONTROL JOINT SPACING TO BE 15'0.C. MAX.,; TACK COAT COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT, CLASS B COMPACTED DEPTH CRU51180 SURFACING TOP COURSE COMPACTED DEPTH CRUSHED SURFACING BASE COURSE • COMPACTED DEPTH SUBGRADE TO MEET 95% OF MAXIMUM DRY DENSITY. PAVEMENT SECTION AS SHOWN ON PLAN, PROPERTYLNJE . PROPEFENCORNER FI NCE • WALL • ROCKERY CONTOUR IB4E SPOT EI.EVAT1CN STORM DRAIN CATCH BASIN MANHOLE, STORM CLEANOUT, STORM SANITARY SEWER MANHOLE, SANITARY CLEANOUI', SANRARI' WATERUNE FIRE HYDRANTASSEMBLY WATER METER TREE PIRELINE VAULT STRAW BALES FILTER FABRIC FENCE REC AUG 3.1s +343,6 12' CMP C1 47 2" ASPHALT CONCRETE PAVEMENT CL B 1.1/2" CRUSHED SURFACING TOP COURSE 2 1/2" CRUSHED SURFACING BASE COURSE 12' MINIMUM COMPACTED SUBGRADE -........... 3' ASPHALT CONCRETE PAVEMENT CL 2' CRUSHED SURFACING TOP COURSE 3' CRUSHED SURFACING BASE COURSE 12' MINIMUM COMPACTED SUBGRADE. NalATH1 tilt E.A. '11-161 PTAl( To, ooe.00 to.D00.00 PT•Z 4,118.9V io,Osil•415 1T4* lo,O192.Vo, I0,0P1.75 rT'*4 10,010.v7 fo,oee.74 ' PT,. 10,098.ntr, fo,e,ePV•CoI r i' A o' to, Ohv.41 to,fbZ.341 t T'7 1O,0(a.41 (0,18(.1Z pTo9 1D,Z90.21 to,D�*G.3e' 1,1,9 10,2h4.769 to,Z22.,7 PT+fo to,00q.8f 10,218.24 i-,et 3sio4.f5 10,DO.7h 1•w ,Py E Z94.s>O laZeo*.f1 1'Tat l ' "Lilo. 10,Z*7.VJ7 hi{w'�1M'I•�oie °§6liatift CULTURAL CENTER SHALL VERIFY PROPERTY CORNER ; 2x-90 7,EU ,MIT POP AI'I'F'+OVAL 29 90 description of revision SITE PAVING AND CONTROL PLAN consulting engineers seattie;poitiond Tos clngeles dwn: RM okd -MWf$, • dote pot. ne 03698 0 664E10 Pf 'E Z 4a, ioot.417:: L:Gl 446-1 £IJNP.19t PStN C,L. a 01'47.2 • LB EI41 .T. e?' AE:a. •843,4± DROP INLET•Wlfl4 GRATe STAKES��^ •FILTEYi .FApRI•G ..,.....�'•=17 AUNgre WA EA 1N/SM i ILTE1°,PAp/RIG,.,.; 6UF1 A1 FILTER .FABRIC FENCE INLET BARRIER riC 4'feet:'Z'¢G. x91E:d. �44:9: FILTEP1E1i ATER- GO(•1TFT01. GV t I TYP t; (Air( 'EL 'i 4S o:t? `61.: i3 TE if9" *o3o *;4a ' ICI FILTER SEE Pore. ze 75 le„!, �43 6, LP tel 6 T71i U HSTREET ! G(, ,s. e.r TYPE 1-1.- EE '00100. 34tea a *se. Pole. 40 2Z . I�J1svtlzr, _ZPI7 MAf3KIE11t Z7 41 obi r© GwE� v4ZS+ _�E,G rl40.O, iIJLEr ° ✓' TYRE 4e,:r4 G E • 43AI4E' GA7GN t3'Ahll4 FIAAM . ANp pFOVII'E A Ltd GOVEPs (TYP rz ,rA E+C1.3111,1ol OE; e. ,11...1 • VERTICAt.DATIIMIS K.0 A 5,. NEW li,,Ei /AUK). BENCH MARK: KING' COUNTY SURVEY MONUMENT'EM-43' LOCATED C 4 PACIFIC HIGHWAY SOUTH.'02 MILES SOUTH OF 8. I44TH STREET: ,PAINT IS NEXT TO THE CONC. BASE OF THE • SIGN POST STANDARD (RENTON-BURIEN EXIT) ELEVATION + 332.50 FEET. . , .STG MJATERDRAINAGE11.ANNOTES I. ALL WORK AND MATERIALS SHATLCONFORM TO THE CURRENT EDITION' OPINE KING COUNTY DEVELOPMENT. .$TANDARDS AND/OR AP.WA• STANDARD SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 1988 EDITION. 2. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE • - APPROVED PLANS WHICH ARE ON FILE N THE DEPARTMENTS CENTRAL RECORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT. 3. 'A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS• 4. DATUM SHALL BE K.CAS. UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. 5. BEFORE ANY CONSTRUCTION/DEVELOPMENT ACTIVITY OCCURS, A PRE- . CONSTRUCTION MEETING MUST BE HELD WITH THE DEPARTMENTS DEVELOPMENT INSPECTION SECDON. ' 6. A REQUIREMENT WHICH MUST 8E MET BEFORE THIS PRE -CONSTRUCTION MEETING IS TO PROVIDE THE ORIGINAL OR A CERTIFIED COPY OF THE LIABILITY POLICY REQUIRED BY KING COUNTY CODt • 9.04'.100(D) TO THE DEPARTMENTS DEVELOPMENT INSPECTION SECTION. 7. KING COUNTY CODE 12.88 REQUIRES THAT CONSTRUCTION NOISE ONLY OCCUR BETWEEN 7AM AND 10 PM ON WEEKDAYS AND 9 AM AND 10 PM ON WEEKENDS. 8. ALL SEDIMENT/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION. AND THEY MUST SE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. • 9. ALL RETENTIONDETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION • PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTI VIY UNLESS THAT ACTIVITY EXCEEDS THE CAPACITY AND INTENT OF THE EROSION/SEDIMENTATION • CONTROL FACILITIES OR UNLESSOTHEAWISE APPROVED BY THE DEPARTMENT. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILJZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTICN OF CNSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. . GRASS SHALL BE ESTABUSHED BY HYDROSEEDING OR AS OTHERWISE APPROVED BY THE DEPARTMENT. THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS BEEN ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7.02.3(I) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONST TION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTT OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMP 'ION OF REQUIRED BEDDING MATER WL TO UNIFORM GRADE SO THAT THE • ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING" THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS 1 (YOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 13. CONSTRUCTION OF DEWATERING' (GROUNDWATER) SYSTEM SHALL BE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION, SECTION 613.02. 14. GALVANIZED STEEL PIPE. UTILIZED IN DETENTION FACILITIES SHALL HAVE • ASPHALT TPEATMENT 41 OR BETTER INSIDE AND OUTSIDE STRUCTURES SHALL NOT BE PERMITTED WITHIN 10' OF THE SPRING UNE OF ANY STORM DRAINAGE PIPE(S), OR 1 S FROM THE TOP OF ANY CHANNEL BANK. ,16. ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHTS.OF-WAY SHALL HAVE SOLID LOCKING LIDS LEILESS OTHERWISE APPROVED BY THE DEPARTMENT. . 17. ALL CATCH BASIN GRATES SNALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL 18. CATCH BASIN GRATES INSTALLED ON COUNTY RIGHT-OF-WAY SHALL UONFORM TO STANDARD DRAWINGS A41 OR #47WHICH INCLUDES THE STAMPING "OUTFALL TO STREAK DUMP 1,10 POLLUTANTS" AND "PROPERTY OF KING COUNTY'. 19 PLANS SHOWING ALL UNDERGROUND UTILITIES MUST BE PRE_..___ TO ..,E DEPARTMENTS DEVELOPMENT INSPECTION SECTION. PLANS FOR WATER AND SANITARY SEWERS MUST BE PROVIDED PRIOR TO THE PRE -CONSTRUCTION MEETING. PLANS FOR ALL OTHER UTILITIES MUST BE PROVIDED PRIOR TO THE INSTAILATIL0N OF ROAD BASE COURSE MATERIALS AND MUST SHOW THE LOCATION OF THE MEASURES WHICH WILL BE TAKEN TO PREVENT SOIL EROSION AND SEDIMENTATION. -: 20. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELLED .ROADWAY SHALLBE BACKFILLED ONLY WITH PEA GRAVEL OR S18 MINUS CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING - . ASPHALT SHALL BE NEAT UNE CUT WITH SAW OR JACKHAMMER IN A CONTINUOUS LINE A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR IWO INCHES, WHICHEVER IS GREATER. 1. ALL METAL DRIVEWAY CULVERTS WITHIN COUNTY RIGHT-OF-WAY MUST HAVE • CONCRETE OR MASONRY HEADWALLS DESIGNED TO BE ACCEPTED BY THE .. DEPARTMENT. . • - 22. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES. WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK. PLACED TO A DEPTH OF 1' AND MUST MEET THE FOLLOWING SPECIFICATIONS: ROCK SIZE . 1/2,2"; PERCENT PASSING . 10 - 20%; ROCK SIZE . 2-4", PERCENT PASSING .• 30.40%; ROCK SIZE . 4-8", PERCENT PASSING . 40-70%. _ . 3. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISEAPPROVED BY THE DEPARTMENT. 24. .DURING CONSTRUCTION, THE CONTRACTOR SHALL EXERCISE ALL DUE CARETO • PROTECT EXISTING UTIUTIES WITHIN AND ABUTTING THE CONSTRUCTION AREA ' FROM DAMAGE, AND SHALL BE SOLELY RESPONSIBLE FOR REPAIR OF ANY DAMAGE • TO EXISTING UTILITY UNES OR OTHER FACIUTIES RESULTING FROM WORK UNDER rule r n rrwnrr . . ' 25. ,ALL CONCRETE DRAINAGE PIPE SHALLCONFORM TO SPECIFICATIONS FOR "PLAIN' ' CONCRETE STORM SEWER PIPE* IN THE STATE STANDARD SPECIFICATION FOR • •ROAD, BRIDGE AND MUNICIPALCONSTRUCTION. , 6. •6" 0 CONC. IS USED TO COLLECT ROOF DRAIN RUNOFF INTO THE DRAINAGE SYSTEM. '.• FORTNECONNECTICN TOTHE ROOFDRAINSSEEMECHANICAL PLANS. • • USE FILTER FAD?. IG FEN4: JNLE'i' 13APIFilEP) .POPI:NEW CATGL4,.EA9)N5 ONsat. •UNTIL' PAVIN4'19•AGGOPIPWSH V. • CYPE.I=L''✓ATGt1 �A IMI� A l: TO e7E iiy'I)UJL.G., 5?I�D l7vi. .1,.'3L E:XGEPT 'THAT TINE GATGN - ,• •C L..GI1,7 .T E owE,T 'P!P �EI�T SNALL 2 PEST Et'•IN• o IHIGFIE�✓.`. .00NIOURUvE.. STORM DRAIN • L)'ATCH 8N AS MANHOLI�tt, STORM . CLEANOOT, STORM , . SANITARY SEWER MANHOLE, SANITARY , CLEANOUT, SANITARY WATER UNE FIRE TNDAANT ASSEMBLY WATER METER TREE FIRELINE VAULT STRAW BALES .FILTER FABRIC FENCE 11 l8" .5.9: .. Flo)sil-11 fGi eA(7T11-IGI pT k 1 f0,000.0,o' 10,00o.GD GPI 4 f 10,001, e,4 to,t12. 34 GE,*2 lo,ofl.3 .10,oyi1,75 G1bd0 10.21.1.2.1 IO,ov5.04 e,•E44 10.207.7b IO.Plo7.44 Gm Rh 10,274.53 Io,zsvo.74 4l'7¢U .1.114.17 to,240"."..1t A. to *7 10,4,75.6.4 (0, 119. 413 A.nka io,2ov.rez 10,121.%75 G 0 4,'1 IO, 24,0.14 10,10q..1Z Gfi4Ire, t0280.31 I0,0.45 . GE4011 . 1,117.04 lo,lee,.1e G174►i2 lao51.45 10,104 50 Ge, fIV 10,115, e, . f o, D00, 1.1 6b4E14 10,22, 40T 10,10q.360 L0HiTFeL,T 44( •81,118.2T• 10,115.97 , OoPil'bLel" 12 (0,24m 10,11.4 27.. GALVANIZED STEEL PIPE UTIUZED AS DETENTION FACILITIES SHALL HAVE ' ASPHALT TREATMENT 81 OR BETTER INSIDE AND OUTSIDE 28. OPEN CUTS THRU EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PUBLIC WORKS. • 29. ISSUANCE OPTHIS BUILDING PERMIT BY KING COUNTY DOES NOT RELIEVE THE • . OWNER OF THIS CONTINUNGLEGAL OBLIGATION AND/OR UABIUTY CONNECTED . • • WITH STORM AND SURFACE WATER DISPOSITION AND. FURTHER, KING COUNTY '• DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED. :30. COMPACTION OF SUBGRADES FOR ALL COMMERCIAL DEVELOPEMENT PARKING LOTS AND ROADWAYS SHALL COMPLY WITH COMPACTION REQUIREMENTS FOR KING COUNTY MAINTAINED ROADWAYS. THE At IOU RAADES UND6i 9LL AREAS TO BE PAVED SHALL BE FIRM AND UNYIELDING, AND COMPACTED"TO 95% OF THE . MAXIMUM DENSITY (PER STANDARD PROCTOR TEST). PROOF ROLLING PRIOR TO • PAVING IS REOUIRED TO INSURE STABILITY. • - - - - 31. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR PROVIDING ADEQUATE • SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE UFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WRITHE PERFORMANCE OF WORK COVERED BY THE CONTRACT, ANY WORK WITHIN THE TRAVELED RIGHT -OP. •. WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT i FART ONE ' FIAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 'ALLSECTIONS OF THE WS.D.O.T. STANDARD SPECIFICATIONS 1-0723 -TRAFFIC CONTROL, SHALL APPLY. . . A2oTG1-1 ElA01t.1 IN evicEWALI< SNALL 1 V VB oLIt7 FAME ANC, GONER-. AS P'EFA 5TN17, STATE PLAAJ gj_Q 11JL E T5 51i o LL 2,E A5 PEP> A1%1V , 1'6,12,p 19LA.0 1,10. 47. y.�z 90.. I1' Ue.r11T FOR, A21.7o,CJVAL .3-29 36'; My no. . 1 dote .. t .. • • •oeIcnonon of revision ; - • • Wow, 6." eP 121 Db' S5',e7o E —la' ELL a'6S.T C. oIL/wAg542-llyr-l' ' aTop'+ �UpJE PAG1F G I rA1T rtL ru .'r 1�i Ala G 1FJ `f 106,- hAiU ITAEiy G�EAtdOI�T 4•:1 • Tor EI 2i 2,o Glgoyh lt.)Gf t7ATq I.E. STOPS qo m :I. fiol' :SArJIT�iRY '�3°1.00' LB.'hANTTArey "338i9q` GRO9`?I GI-. VATA : *ATtps_T159o.o TOP yaN17TAIT•' e v.4,1' S. .'148TH 'STREET;;: VEATICALOATUM iS K.C.A.S. • BENCH MARK: KING COUNTY SURV'Y MONUMENT EM 43' LOCATED ON PACIFIC HIGHWAY SOUTH. 02 MILES SOUTH OF S. 144THSTREET. POINT I3 NEXT TO THE CONC. BASE OF THE SIGN POST STANDARD (RENTON-BURIEN EXIT) ELEVATION.332.00 FEET, -. ALL WORK SHALL CONFORM TO VAL-VUE SEWER DISTRICT STANDARD SPECIFICATIONS AND APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 1988 EDITION. THE VAL-VUE SEWER DISTRICT WILL EXTEND THE 6 INCH DIAMETER SIDE SEWER TO THE PROPERTY UNE AS SHOWN. THE CONTRACTOR SHALL THEN EXTEND THE SIDE SEWER TO THE BUILDING 5 FOOT UNE. REFER TO MECHANICAL CONTRACTOR FOR CONNECTION TO THE BUILDING SANITARY CONSTRUCT SANITARY CLEANOUTS ACCORDING TO APWA STANDARD PLAN B-18b, EXCEPT REDUCE TO 6 INCH DIAMETER PIPE USING STANDARD FITTINGS. • SEWER PIPE SHALL CONFORM WITH SECTION 7-17 OF THE 1988 STANDARD SPECIFICATIONS FOR ROAD. BRIDGE. AND MUNICIPAL CONSTRUCTION. • 1. ALL WATER SYSTEM WORK SHALL CONFORM TO WATER DISTRICT NO. 125 STANDARD SPECIFICATIONS AND DEVELOPER RREUNE EXTENSION AGREEMENT, -2. CONTRACTOR SHALL VERIFY ALL E)SSTWGUTIUTIES IN THE FIELD.• 3, CONTRACTOR SHALL NOTIFY ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. (822-2525) • 4- CONTRACTOR IS RESPONSIBLE FOR CONTROL REQUIRED AT THE TIME OF STAKING. 5. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REOUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEERS DESIGN. 6. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND WO #125 SPECIFICATIONS. 7. CONTRACTOR TO FURNISH ALL MATERIALS. 8. ' 4", 6" 6 a" DUCTILE IRON PIPE CLASS 52, .. _ 9. •MUELLER GATE VALVESAND IOWA HYDRANT'S. 10. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. 'WD 6125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 1 1 . CAST IRON MECHANICALJOINT SLEEVE COUPUNGS REQUIRED. .' 12. MUELLER H-615 TAPPING SLEEVE WITH FLANGE OUTLET AND MUELLER H-667 TAPPING VALVE WITH MECHANICAL JOINT OUTLET REQUIRED FOR LIVE TAPPS. ANY EXCEPTION MUST BE APPROVED BY WD 8125 SUPERINTENDENT. 13. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPUNGS, CONNECTIONS, CUT -INS, AND UVE TAPS. : 14. 3-1/2 FOOT MINIMUM COVER, • 15. DEVELOPER TO PAY FOR STATE, CIIYAND COUNTY INSPECTION FEES. - 16. COORDINATE METER LOCATION WITH WD #125 SUPERINTENDENT- 17. FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF - - CONSTRUCTION 1 8. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR ENGINEER. 19. REFER TO CQJDWONS AND STANDARDS FOR ALL REMAINING NOTES AND DETAILS. - 20. FOR CONNECTION 70 BUILDING SANITARY SEWER AND WATER SYSTEMS SEE MECHANICAL PLAN P-2 . . ii� s-+NA •.V010WC HYDRANT CAST IRON 2'PIECE VALVE BOX. • OLYMPIC FOUNDRY OR EQUAL.. 0.1. SPOOL. LENGTH AS REQUIRED.. \2 - 3/4' DIAMETER TIE RODS:-- 6' AUXILLARY GATE VALVE, 1 FL X M1 MUELLER 3 T.: 12' X 12' X 4' CONC. BLOCK VO, /2 C.Y. 1-1/2' WASHED GRAVEL VARIABLE VARIABLE NOTES: PAINT HYD.. WITH NIGH VISABILITY YELLOW ENAMEL NO.X-3472 AS. MANUFACTURED BY PARWEST PAINT MFG. CO, STAR T1E BOLTS, DUC-LUGS OR OTHER APPROVED ,JOINT RESTRAINT SYSTEM:' PAINT TIE'ROOS WITH BITUMINOUS PAINT ACCORDING .TO APW4 STD. SPEC. 77-3.02A. . MJ X FL TEE 'FENCE • WALL ROCKERY CONTOUR LI NE SPOT ELEVATION STORM DRAIN CATCH BASIN MANHOLE, STORM CLEANOUT, STORM SANITARY SEWER MANHOLE, SANITARY CLEANOUI',SANITARY WATER UNE FIRE HYDRANT ASSEMBLY WATER METER TREE FIRELINE VAULT STRAW BALES • FILTER FABRIC FENCE • REC .0 E AU6042017 — 343- 343 12".0 Ii..„.B"-5. 4-- VALVE MARKER POST FIRE HYDRANT -GUARD POST ELEVATION PLAN CONCRETE BACXRLL TO 6' FROM GROUND WHERE SPECIFIED EARTH BACKFRLCOMPACIED IN £"LAYERS ELSEWHERE. . .NO ZS GUAHC POST SHALL BE 6' LONG AND S. IN DIAMETER' PRECAST CONCRETE AS MANUFACTURED BY FOG-T1TE METER SEAL CO. 0R EQUAL PAINT POST WITH HIGH VISIBILITY YELLOW ENAMEL NO. X-3472 AS MANUFACTURED BY FAR WEST PAINT MFG. CO. . VALVE MARKEN POST SHALL BE MINIMUM 42"LONG PRECAST CONCRETE AS MANUFACTURED BY FOG -TITS METER SEAL W. OR EQUAL.PAINT POST WITH HIGH VISIDILITY YELLOW NO. X-3472 AS MANUFACTURED BY FARWEST PAINT MFG. CO. - .NEATLY STENCIL DISTANCE TO VALVE ON PEST WITH 2-NUMERALS USING BLACK ENAMEL PAINT - VALVE MARKER POST & HYDRANT GUARD POST DETAIL TJJ X FL TEE CUT -IN TO MAINS 6" AND SMALLER. ONCRETE BLOCKING. .1. ICJ SLEEVE SPOOL - FL X MJ GATE VALVE WHERE ALIGNMENT ALLOWS' CONNECT TEE TO EXISTING PIPE AND USE ONE SPOOL -. AND SLEEVE. CUT -IN TO EXISTING MAIN (AV no - I date 1 NTS p1EUt3 -2z•947 APP)01I2 AL29 90_ • tleacepHon of rev/Mon tSEATTLE CULTURAL CENTER WATER AND SANITARY -SEWER PLAN kpff consulting engineers • seonle, podlond `Los ongeles tlwn -' .. ad.-I.-NT$ 4, • Cot! 644.40-ee': Pro/: N»..lees08p.: �.t. • . FIRE HYDRANT— S BOLLARDS • PER CIVIL FIRE 0 120TME. . CCNNF.CTIC:N G COLLARDS PER • CIVIL — 11)- AI4 . 41- - nliJiAIN pUEF'Eg 7.01-15 E�TWEEN 9TILIA PLA T.Y9 1T E- rs tlzLn- Nm+iu -IRE 4517LIE` AREA . (111111141t-r- neeer - r,E r1 7 111_ 6 I / 5' H16HA OCJHU TRASH IP y I ENCLOSURE N/ CHAIN B LIAM FENCE GATES- - ^ 7 SEE ELEV. 8/A1.3 ELE-TeIC�L' j Auur t�GNHOI-E FIRELINE VAULT PER CIVIL ,RIGHT OF 35th AVE. SO. Att— REMOVE LANDSCAPING FOR NEW EGRESS RAMP SEE FIRST FLOOR PLAN - SHT. A2.1 5--Qt it L 4 CERE'r•lIcur 0I)-1o.�ucLin \ EQ coLNI/° leotl65. iN•I• uiam I:Ta a .Tam i, uam :wm ,rw, >\eves ..2,T EXISTING CEDAR O (II 2 • —POLE LIGH R -£ ECT. (TYP.) PARKING • •SIANOARD STALLS 'COMPACT STALLS HANDICAPED STALLS:' —PROP: LINE (TYP.) NEN SIDEWALK, -CURB, AND CURBCUTS IN EXISTING RIGHT OF WAY. SEE CIVIL • . DRAWINGS FOR ALL WORK IN RIGHT PLANTING LEGEND SYMBOL 04 0 BOTANICAL COMMON NAME NAME TREES Abies concolor White Fir 15 gel 8./3. Acer palmatum Japanese Maple 48" box 12'/8' 3..1iaesi+eha-- rn e a AlcOa Maindenhair Bilobe Tree 36" box 14'/5 • 'Ay ....wither etysaci-Ina Es 4 ^•.. 0 Magnolia Southern grendiflora Magnolia O Pinus Elderica Pine eldarica or r .lap. B3.k. thunbergii Pine 0 12 e- S RRUES Camellia japonica Lamest' Nandina domestics `Compacts' Photinia fraeeri Cemellie Compact Heavely Bamboo Fraser Photlnia reebesr .A.0 • "P a . tbhira_ 0w,r ' Welp Dwarf. • Orange • • id Raphfo1epis India indite `Clete' Newehorne ✓ INES Cotoneeeter Beerberry Bammeri Cotoneeeter L A 17 3 bland rye BOTANICAL - COMMON SYMBOL NAME NAME 18 19 20 • 21 22 ' 23 24 25 26 1 R E Acer Vine ircinetum Maple Cornea Korean Eon.. (N.I.c'.) Dogwood Japanese secruleta Flowering "Fendula' Cheery ' 24" box Prune Yoehinc Flower- yedoensie ing Cherry 36" box Tauga Hestern hetorophylla Hemlock 15 gal EBRO Azaleas `Blue Diamond' 'Snow Lady' 'Blue Tit' NCN Daphne dory Hibiedus eyriacue Albus' Rhododendron quinquefolium NCN `^-err aeyl winter Daphne Rose of Sharon uva-ursi Kinnikinnick (;cmr'ur, f� DE:ve oprri-n't 5 gal 5 gel 15 gal 15 gal 24" box '11'/S' 24" box 8'/5' 5 pal 3'n r 5 gal 3'o.0. 5 gal i.D.O 5 gal 3'o.c. 5 gal 3'o.c. flete fl HT/ SPED/ SIZE CAL. 48" box' li'/8' 24" boo 10./5' 11'/5' 12'/7' 8'/3' HT/ SPRD/ SIZE CAL. REMARKS DETAILS A sod eegguallrparte pprelude 6 pennant rye. grass ammamish Turf Farm (209) 833- E873 0 approved equal. REMARKS DETAILS multi • - etem G,F standard standard A,F standard D,F plant E,F equal quantiiee spacing E,F pr lan 6'/3' standard- E,F spacing per plan plant E equal of the varieties- spacing e (3) e(3) panper 18"-o.c. F U O a • tu le SEATTLE CULTURE CENTE 0 • 0: • 0 t0 0 W PLANTING PLAN 8 atE F'23'Psi 0 av ^ , /2 jis/9v ME' DEPAPTMENT WNNECT4 ' . n01.wku9 8 PER crva 250 (6 TEL.',SERNCE POINT.OF, CONNECTION SEE OIAGRAM"+. ON T115 SHEET,"' '� S 62-4633' E' -(2) 4" C.O. CONCRETE • ENCASED SEE DIAGRAM ON THIS SHEET.. T• MAIN ELECTRICAL RM --,•,, 'SEE SHEET E-4 I I � I I z3o ( L. UNDERGROUND TRANSFORMER L. VAULT,. AULT E SHX ALB L )-PRE-CAST VAU0B^EWS' XIZE)D0 SEDATHitL LCITY LGHSREQUIREMENTS I, ®, 2 'V• TUB-OUT O PROPERTY LINE VERIFY ;LOCATION ON FIELD • LOCATED ON 2N0 FLOOR PROJECTION RM- # 202 3/4"C-1# 6-+ — --2 1/2" •C.O. ' . BLOO. CONNECT TO I p'' W/PULL LIME STEEL { FURNISH & INSTALL - COPPER GROUND BUS 12'Lx 1'Wx 3/4'0 1/4" 0.0. HOLES I61"11x24"H.6"H NEMA-1 . CABINETS WITH PLYIWCDO BACKBOARD AND LOCKABLE • HINGED 000R. —LOCATED IN AUDITORIUM STORAGE RM, 6 106 �— 3/4"C-1// 6 CONNECT TD BLOG STEEL MAIN TELEPHONE BACKBOARD "MTB" B'W x 6'H x 3/t'0. PLYWOOD BACKBOARD RIGID STEEL - STUB -UP O /'RUN TO PROPERTY ,/ LINE AND TERMINATE IN PULL BOX AS DIRECTED BY US WEST COMMUNICATIONS —(2) 4" PVC SCHEDULE DB CONCRETE ENCASED IN 3" ENVELOPE TOP OF ENCASEMENT O 30" BELOW GRADE, ALL BENDS SHALL HAVE MINIMUM 48" RADIUS, PROVIDE PULL BOXES AND PULL W9RE5 A5 REQUIRED BY TEL. CO TELEPHONE SYSTEM DIAGRAM SCALE: NONE 1 IaMui i11>r..3 CONECT'T SLOG. SIGN BLDG. $IGN- 0N.EDGE OF'' CANOPY6F45" COWNECT'TO LLlt HYDRANT L. WOLI.A D'S [IVTL —. Wino LIRE (TYP.1 REVISIONS SOUTHWEST - PHOTO MONTAGE PERSPECTIVE AERIAL VIEW PHOTO MONTAGE PERSPECTIVE SOUTHEAST - PHOTO MONTAGE PERSPECTIVE REC VED AUG 04 2011 }_ ;F� ioprr;r nt IMPACT PUBLIC SCHOOL WASHINGTON CHARTER SCHOOL DEVELOPMENT tSNDITIII►I�11 1124Mlil TTA HIN T4N CHARTER SCHO•L DEVEL•P ► 1 J 0 0 i.) Vf u_ J CO a 1- u a : • H 148 STREET TUKWI • W • 981. NAC ARCHITECTURE nacarchitecture.co Ncr FOR COnTRucTION Nnc No 121-17025 DRAWN Author CHECKED Checker DA. 8-2-2017 COVER SHEET t ci A0.00 CAST ALUMINUM LETTERS 8" /4\ LLJ OMONUMENT SIGN Scale: 1/2" = CONCRETE BASE CMU 5 tarn 51 th CAST ALUMINUM LETTERS 8" CMU RECESSED NUMBERS 8" CONCRETE BASE CHAMFER CONCRETE CORNERS, TYP MONUMENTAL SIGN - NORTH OELEVATION Scale: 1/2". 1'-0" 1'A" RECESSED NUMBERS 8" CHAMFER CONCRETE CORNERS, TYP CONCRETE BASE MONUMENTAL SIGN - EAST OELEVATION Scale: 1/2" = 1'-0" ro 5142oa.St. b 6� to .= y Y' S 1440151 ¢ S144th St E S 14511,87 - t S 14Gm 55 17438 South 148sh Street y' S148th St St481n 80 g S1480151 SI48thSt 9 ~ b 1v 5 15081S1 , 51501n St S150th St ..•h d > w " S152n451 m S'5200 St u1 `+S1521MS: 5140 St Thomas Catholic - Church, Tukwila 0 Foster High School S'1441h a81 S 14481S1 a l5Nm1' N 5 154th:St 5 154th 7Y.' 5 lJ SeaTec Rental Car Featllty VICINITY MAP 3 u 8 0 Thorndyke Elementary School a 156Ih St Crystal 5'144ihSt EXISTING ROLLING GATE AT DRIVEWAY EXISTING FENCE EXISTING SIDEWALK EXISTING LANDSCAPE PLANTING STRIP S. 148TH STREET NEW MONUMENT SIGN EXISTING ROLLING GATE AT DRIVEWAY eN SITE PLAN Scale: 1" = 20'-0" 15 3 F SETBACK PROPERTY LINE N0105' 00" E 304.20' 1 EXISTING DUMPSTER ENCLOSURE rNEW RAMP 23'-0" 23 171'-` 1 RAMP DOWN 11 EXISTING 3 STORY BUILDING WITH BELOW GRADE PARKING GARAGE RAMP DOWN a V -0- UP EXISTING RAMP PAR PEDESTRIAN PATH TO MAIN ENTRY MAIN ENTRY STAIR S01 05' 00" W 303.88' 20 28 REC =;WED AUG 04 2011 f ;Cl"11r lurfSy ? :vt oprr.ont REVISIONS J Q Z _O 2 I-- w 5 a Z w u D WASHINGTON CHARTER SCHOOL DEVELOPMENT NAC ARCHITECTURE nacarchitecture.co NOT FOR CONST 137N MK NO DRAWN CHECKED DATE 121-17025 Author Checker 8-2-2017 SITE PLAN A1.03 /3,2017122OPW 00\I,ItR.d.rih.N..-ARhP.I,d.l.M O1 1.2 30-6" 30•-0` 27'-6" 27'-6" 28'-0" —1- - —1 u NEW WINDOWS SEE ELEVATIONS eN LEVEL 1 - EXISTING & NEW Scale: 1/8" = 1'-0" EN 114 196 SF WOMEN 115 202 SF CONFERENCE 112 ) 448 SF CLASSROOM 2 ) 784 SF fI coatroom ( 1 ) 785 SF '- LOBBY 116 ) 3.577 SF i` irioiro linhillat I 21'-5 CLASSROOM 3 ) 747 SF EXISTING STAIR A4.02 NEW WINDOWS SEE ELEVATIONS 21'-5 12" CLASSROOM 4 747 SF EXISTING RAMP CLASSROOM 748 SF 1 1A4.01 NEW METAL RAMP EXISTING STAIRS CLASSROOM 748 SF L. 00'0" NEW WINDOWS SEE ELEVATIONS a CLASSROOM 8 ) 711 SF CLASSROOM 7 729 SF I �I U-4--w0Outci < i IAO 011 � ■ ■ECN19 ED AU6 04 201? f )rrnmurity )o.',Fc:ioprricoft% REVISIONS J Z H O 1 I a Z w O Ln D WASHINGTON CHARTER SCHOOL DEVELOPMENT nacarchltecture.co NOT FOP cONSTPOcrION Porn 121-17025 00000 Author cNEcno Checker orrr 8-2-2017 FLOOR PLAN A1.11 } } e2/20174 7,00 0,RevR,adR,<N.ne,A«n,a,..M O1 7.2 s 6• OFFICE 21 STOR 16 CLASSROOM 14 616 SF CLASSROOM 13 782 SF OFFICE C 22 OPEN SPACE 23 O12 G N LEVEL 2 - EXISTING & NEW Scale: 1/8" = IA4.02 1 - 1 CLASSROOM 712 SF 15 um u INS uu .0 mx mug a mom /2\ IA4.01 I Ul 00Lici A4.01, REC 3VED AUB 04 201? 1(acr ru r'' (?cvaioprr, :rq REVISIONS J Z z O 2 H uJ • Q- z Lu O lf1 U WASHINGTON CHARTER SCHOOL DEVELOPMENT nacarchltecture.co NOT FOR CON,TRORION NAG NO 121-17025 ORA. Author CHECKED Checker DATE 8-2-2017 FLOOR PLAN A1.12 - O - O - A4.02 1 j 30'-0' 27'-6" 28'-0" O •EN SPACE CLASSROO Z➢6 SE__ A4.02 2 KITCHEN 33 JAN 36 SF WOMEN . 34 07 SF STOR ( 35 1•1' ll ►i REPLACE MECHANICAL UNITS 1 J Rlom 7 67 SF GN LEVEL 3 - EXISTING & NEW Scale: 1/8" = &WWW1R4.5 .04 M o\AeviSF.aRrehenerarmyaltea.m I cb A4.01 1 A4.01' O FfiCUIVED AUG 04 2017 REVISIONS Z z Og _ w 5 a z u-j Oul WASHINGTON CHARTER SCHOOL DEVELOPMENT nacarchitecture.co NOT FOR COni,f,1 'ON Nat No 121-17025 DRAWN Author CHECKED Checker Dare 8-2-2017 FLOOR PLAN A1.13 REVISIONS O O O EXdSTIAGALU unawii+eows REPLACE MECH UNITS EXISTING PAI8TEO1PRECAST.CO/JCRETE PANELS • NEW WINdOWS ONORTH ELEVATION Scale: 1/8" = 1'-0" OEAST ELEVATION Scale: 1/8" = 1'-0" 41.20174.:770 o:u EXISTING GRADE � REPLACE MECH UNITS .)aST4'1.1G pAirlfED PRECAST CONCRETEPANELS, gXISTINGALUMINIJIv1 WIND NEW CASTAI-UMINUM SIGNQ.GE LETTERS,'. WEST STAIR PARR_ PET 1S' HIGH PARAP141'ET-6" LOW PARA 4,0T LEV12EL0' 3 6'- LE113'VEL-02 " LE100'-0VEL 1 " PARKING LOBBY +, 91'-0" EXISTING GRADE QI-COotct 7 WEST STAIR PARAPET — — 150 =6' HIGH P_ARAPEETT 141'-6' LOW PARAPET 0. 130'-0" 3- 128'-0" LEVEL 2 LEV 00'-0' PARKING LOBBY — 91'-0" REC VED AUG 04 2017 'mr �r1P r 0 CONDITIONAL USE PERMIT WASHINGTON CHARTER SCHOOL DEVELOPMENT nacarchltecture.co NOT GM NST .T" N.roo 121-17025 opewN Author CNE000 PR oor 8-2-2017 EXTERIOR ELEVATIONS A4.01 • 1PACCT PUBLDO SCHOOL NEW CAST ALUMINUM SIGNAGE LETTERS REPLACE MECH UNITS WEST STAIR PARAPET �, 0'-6-6" EXISTING ALUMINUM WINDOWS EXITING PAINTED RRECAI4T CONCRETE PANELS. NEW,W1NOOW OSOUTH ELEVATION Scale: 1/8" = 1'-0" NEW PAINTED STEEL RAMP CDWEST ELEVATION Scale: 1/8" = HIGH PARAP1'-6ET_ 14-6" LOW PARAPEcot T0'-0-0" 13 LEVEL 126'-0" EXISTING GRADE LEVEL 22 113'-0" LEVEL 1 100' PARKING LOBEL . 81' 00" REPLACE MECH UNITS EXISTING PAINTED'1'R8CAST CONCRETE NEW WINDOW" • • EXISTREU ALUMINUM•WIO11✓S .•• EXISTING GRADE -� U-4436Liq WEST STAIR PARAPET 150-6" HIGH PARAPET 141'-6" LOW RA PA PET 130'-0" LEVEL 3 128-00 LEVEL 2 113' 0" EVE_ L 1 100'-0-0" RECFL VED • ,YY RO 9Byai 7 rie i0pt>• . REVISIONS J z z O 2 cc o0_ z ly,l 0 N U � WASHINGTON CHARTER SCHOOL DEVELOPMENT nacarchltecture.co NOT FOP CONETKZON NAc NO 121-17025 Dnw,u Author CHECKED Checker ("Ate 8-2-2017 EXTERIOR ELEVATIONS A4.02