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Permit PL17-0006 - CASCADE VIEW ELEMENTARY SCHOOL - USE PERMITS / CONDITIONAL USE
CASCADE VIEW ELEMENTARY SCHOOL 1623049038 Associated Files: PL17-0006 This File: L17-0008 USE PERMITS/CONDITIONAL USE TUKWILA HEARING EXAMINER FINDINGS, CONCLUSIONS AND DECISION RGCEIVED AMR F17 2017 CoiOomnunity Detopment Applicant: Lisa Klein, AHBL Inc. File Number: L17-0008 (Conditional Use Permit) Application: Conditional Use Permit for Tukwila School District cafeteria expansion and tenant improvements at Cascade View Elementary Owner: Tukwila School District Location: 13601 32nd Ave S, Tukwila, WA 98168 SEPA Determination: Exempt Comprehensive Plan/ Zoning Designation: Low Density Residential Recommendation: The Department of Community Development recommends approval without conditions Public Hearing: The Hearing Examiner held a public hearing on the application on April 10, 2017, at the Department of Community Development, 6300 Southcenter Boulevard, Suite 100, Tukwila, WA. The Hearing Examiner viewed the site on April 10, 2017. EXHIBITS: The following exhibits were entered into the record: 1. Department's staff report with Attachments A-C. Introduction The applicant seeks a conditional use permit to allow a school facility within a Low Density Residential zone. A public hearing was held on the application on April 10, 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, Tukwila School District ("District."), by Lisa Klein. No members of the general public testified at the hearing. For purposes of this decision, all section numbers refer to the Tukwila Municipal Code ("TIVMC" or "Code") unless otherwise indicated. After considering the evidence elicited L17-0008 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 13601 32nd Ave S ("Property"). The site is a 286,625 square foot lot. The site is developed with a 56,593 square foot building that has historically been and continues to be used for the Cascade View Elementary School ("School"). The original School was built in 1958. The current applicant is for a 2,257 square foot expansion of the cafeteria, interior improvements, and exterior improvements such as fencing, roof replacement, security gates and sidewalk repair. 2. The use of the Property for the School will remain unchanged. The proposed additions to the building will serve the student population by maintaining and repairing existing educational facilities, increase security, and allow for greater seating capacity in the cafeteria to reduce the number of staggered lunch times during the school day. The proposal does not include any changes to parking or landscaping. Fencing that is included in the proposal for a portion of the Property to the south will be placed in order to maintain an existing pedestrian foot path for the public. 3. The subject property is located on 32nd Avenue S. S 136th Street and S 137th Street terminate at 32nd Avenue in front of the school. All surrounding properties are zoned Low Density Residential. Properties to the north, west, and east across 32nd Avenue are developed with single family housing. Properties to the south are occupied by a veterinary clinic, food bank, cemetery, and single family homes. 4. The proposed alterations will comply with height limitations for the Low Density Residential zone. 5. The proposal will create no change in traffic circulation for surrounding land uses, because the proposal is an alteration of an existing school use that is not anticipated to increase student attendance as a result of the proposal. 6. The Property is zoned Low Density Residential. Schools are allowed as a conditional use within the Low Density Residential zone. TMC Title 18 Table 3. 7. 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 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. L16-0077 FINDINGS AND DECISION Page 3 of 4 8. 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 for alterations that are consistent with the existing uses (e.g. roof replacement, and fencing), are largely interior to the existing structure (e.g. the cafeteria expansion), and/or will not noticeably alter the property and will not affect improvements in the vicinity. The proposed use will not be materially detrimental to the public welfare, because the proposed use is consistent with the existing school use of the Property for the School, and where necessary the proposed alterations are designed to reduce impacts to the public. For example, fencing installed around the playground area in the southern portion of the Property will accommodate an existing public path. Further, aspects of the proposal are directed at improving the safety of the School environment, and this is an enhancement to the public welfare. 3. The existing parking, landscape, and other onsite elements conform to the Code, and will not change 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. The Property has been utilized as a school since 1958, and that use for the Property is fully integrated into the surrounding land uses. 5. The proposal is consistent with the goals and policies of the Tukwila Comprehensive Land Use Policy Plan. According to the Tukwila Comprehensive Plan, the Low Density Residential land use designation is primarily characterized for single- family residential structures, as well as educational and institutional uses. The proposed use is part of the District's campus, and is consistent with the purpose of the Low Density Residential zone. The proposal is consistent with the goals and policies of the Residential Neighborhood Element of the Comprehensive Plan, including Goal 7.2 which calls for neighborhood quality, and Goal 7.3 which call for educational attainment. 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. L17-0008 FINDINGS AND DECISION Page 4 of 4 6. All measures have been taken to minimize the possible adverse impacts which the proposed use may have on the area. As indicated above, the use of the Property for school uses is compatible with the long-established use of the Property. 7. The application meets all criteria for a conditional use permit, and should be approved. Decision The Conditional Use Permit is hereby GRANTED. Entered this 11t" day of April 2017. Ry�ancil He mg 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 and Decision to each person listed below, or on the attached mailing list, in the matter of Tukwila School Districts Hearing Examiner file: L17-0008 in the manner indicated. Party Method of Service Minnie Dhaliwal El U.S. First Class Mail, postage prepaid City of Tukwila ❑ Inter -office Mail 6300 Southcenter Blvd, Suite 100 f E-mail Tukwila, WA 98188 ❑ Fax minnie.dhaliwal@tukwilawa.gov ❑ Hand Delivery ❑ Legal Messenger Maxwell Baker Max.Baker@tukwilawa.gov Dated: April 11, 2017 Tiffany Ku Legal Assistant City of Tukwila Allan Ekberg, Mayor Department of Community Development -- Jack Pace, Director NOTICE OF DECISION April 14, 2017 TO: Lisa Klein, Applicant Dr. Judith Berry, Owner King County Assessor, Accounting Division Washington State Department of Ecology 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: L17-0008 Applicant: Lisa Klein, AHBL Inc. Type of Permit Applied for: Conditional Use Permit Project Description: Maintenance/improvements to Cascade View Elementary including a 2,257 sq. ft. expansion of the building's cafeteria. Location: 1360132"d Ave S, Tukwila, WA 98168 Associated Files: PL17-0006 Project File Comprehensive Plan Designation/Zoning District: II. DECISION Low Density Residential (LDR) 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 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Notice of Decision: L17-00 13601 32nd Ave S, Tukwila, WA 98168 for a Conditional Use Permit does comply with applicable City and state code requirements and 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 City of Tukwila Department of Community Development - Jack Pace, Director Staff Report to the Hearing Examiner Prepared March 29, 2017 HEARING DATE: April 10, 2017 1160541/64) APR 17 2011 Community Development NOTIFICATION: On March 6th, 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. A revised notice showing an updated aerial photo was mailed on March 8th, 2017. The combined Notice was also posted on the site. FILE NUMBER: L17-0008 APPLICANT: Lisa Klein, AHBL Inc. OWNER: Dr. Judith Berry, Tukwila School District REQUEST: Conditional Use Permit for cafeteria expansion and tenant improvements at Cascade View Elementary LOCATION: 13601 32nd Ave S, Tukwila, WA 98168, King County Parcels 1623049038 and 7346600024. SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: Exempt Low Density Residential (LDR) Low Density Residential (LDR) Max Baker, Assistant Planner rn its Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Staff Report to the Hearing Examiner: L17-0008 13601 32nd Ave S R Attachments: A. B. C. Vicinity Map and Aerial Site Plan and Tenant Improvements/Floor Plan Applicant's response to Conditional Use Permit criteria Findings Background The 286,625 square foot subject site is developed with a 56,593 square foot building that has historically been and continues to be used for the Cascade View Elementary School. The building itself was constructed in 1958, with additions created through the years. The proposal calls for a 2,257 sq. ft. expansion to the school's cafeteria, which will include a new walk-in freezer and storage space. Interior improvements are to include new office space through reconfiguration of interior areas, as well as replacement of flooring throughout. Exterior improvements include replacement of the existing roof and site improvements including a new outdoor generator, site fencing, security gates and sidewalk repair. See Attachment B. Surrounding Land Uses The subject property is located along 32nd Ave S in Tukwila. Streets S 136th St and S 137 St. terminate at 32nd Ave in front of the school. All surrounding parcels are zoned Low Density Residential and mainly contain single family zones. Parcels to the south and east of the site include Riverton Park United Methodist Church and the Riverton Crest Cemetery. 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 Low (Density Residential 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: 1., The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. The use of Cascade View Elementary as a school will remain unchanged. The additions proposed are to better serve the students by maintaining and repairing the educational facilities•and allowing for greater seating area in the cafeteria to reduce the number of staggered lunch times throughout the day. The improvements will not substantially alter the function of the site, and the building increase is minimal. No site changes such as landscaping or parking are proposed, and the project is not expected to generate any adverse effects on the property or adjacent uses. The project is part of the of the Tukwila School District's approved 2016 $99.16 million Construction Bond. 2. The proposed use shall meet or exceed the same standards for parking, landscaping Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Staff Report to the Hearing Examiner: L17-0008 13601 32nd Ave S yards and other development regulations that are required in the district it will occupy. The proposal calls for a 2,257 sq. ft. cafeteria expansion that will not exceed height limits for the Low Density Residential zone. Fencing improvements will fully enclose the site and will not interfere with the existing pedestrian path located along the frontage. The existing parking, landscape and other onsite elements conform to the Tukwila Municipal Code development regulations and will not change from current conditions. There are no requested deviations from the adopted development standards. The building meets minimum setbacks per TMC 18.10.060. The site meets/exceeds perimeter landscaping standards set in TMC 18.52. 3. The proposed use shall be compatible generally with the surrounding land uses. The exterior improvements, cafeteria expansion, and interior improvements/alterations are not expected to create any nuisances such as noise pollution or Tight pollution. According to the Tukwila Comprehensive Plan, education and institutional uses are compatible with single-family areas. 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. Cascade View Elementary is within a residential area and is a central part of the neighborhood character. Per the Tukwila Comprehensive Plan, the LDR land use designation is primarily characterized for single-family residential structures, as well as education and institutional uses. The proposed use is consistent with the purpose of the LDR zone. With the proposed building addition, the school will remain consistent with the goals and policies of the Residential Neighborhoods Element of the Comprehensive Plan, such as neighborhood quality (Goal 7.2) and educational attainment (Goal 7.3). The proposal will also not cause any undue noise impacts (Goal 7.8), as the new cafeteria expansion will be used for storage and office space. The Comprehensive Plan's Capital Facilities chapter requires adequate public facilities to service development in the City, which would include facilities for public schools. The proposed expansion is intended to improve the operation of Cascade View Elementary. The Tukwila Comprehensive Plan calls for growth, and as Tukwila schools modernize and expand, expansions such as the one proposed are needed to support students, staff, and faculty. 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. The existing use of the site as a school, as well as enrollment or capacity, will not change with this proposal. No adverse impacts on the surrounding area are expected to occur. Conclusions 1. The proposed project, an expansion of an existing elementary school and its associated Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Staff Report to the Hearing Examiner: L17-0008 13601 32nd Ave S functions, will not significantly change the overall character of the site and its structures. Cascade View Elementary has existed since 1958 and plays an integral role in the neighborhood. 2. The 2,257 sq. ft. cafeteria expansion will have minimal impacts to the overall appearance and functional purpose of the school. Exterior improvements consist largely of maintenance projects and improvements to existing features such as perimeter fencing. No changes are proposed for the building's setback, its parking area, or landscaping. 3. The proposed use will be compatible with the surrounding land uses. 4. 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. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWAgov Staff Report to the Hearing Examiner: L17-0008 13601 32nd Ave S Attachment A Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of gamma Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Jaclyn Adams , HEREBY DECLARE THAT: Notice of Application X Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action X Other: Hearing Examiners Findings Was emailed to each of the addresses listed/attached on this 17th day of April , 2017 Project Name: Tukwila School District - Cascade View Elementary Project Number: L17-0008 Associated File Number (s): Mailing requested by: Max Baker zi Mailer's signature: //%f W:\USERS JACHIE\PLANNINGMAILINGS\AFFIDAVITOFDISTRIBUTIONJACHIE.DOCX Jaclyn Adams From: Jaclyn Adams Sent: Monday, April 17, 2017 1:58 PM To: 'Christie.Most@kingcounty.gov'; 'ECY RE SEPA REGISTER' Cc: Maxwell Baker Subject: Notice Of Decision TSD Cascade View Elementary Attachments: L17-0008 Notice of Decision.pdf; L17-0008 Hearing Examiner Findings 4.11.17.pdf Hello, Attached is the Notice of Decision citing an approval for a Conditional Use Permit for the Tukwila School District's Cascade View Elementary expansion project at 13601 32nd Ave S. Please contact Project Planner Max Baker with any questions at Max.Baker@tukwilawa.gov or by phone at 206-431-3683. Thank you. 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 laclyn.Adams@TukwilaWA.gov I http://www.TukwilaWA.gov The city of opportunity, the community of choice 1 &V of Jam& Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Jaclyn Adams , HEREBY DECLARE THAT: X Notice of Application Notice of Decision X Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Revised notice. Map was incorrect. Was mailed to each of the addresses listed/attached on this 8th day of March , 2017 Project Name: Cascade View Elementary Project Number: PL17-0006 Associated File Number (s):L17-0008 Mailing requested by: Max Baker Mailer's signature: , -'��- c�- W:\USERS\JACKIE\MAILINGS\FINISHED MAILINGS\AFFIDAVIT OF DISTRIBUTION - JACKIE.DOCX Name INVERSIONES IMPERIO LLC ANDERSON KENNETH C THOMAS ABNER L R ROGERS JAMES M STOKES MICHAEL+THOMAS DEBBI KNIPP KENNETH J ARCHER FRANK FRE DAWIT HAGOS+TEKIE TABET ARGUETA DOLORES A STONE ALLYSON M RESIDENT RUFFO JOHN A ORSBORN CURTIS N VIROSTEK MATTHEW C (Feltus Erika) SALCIDO MICHAEL J LANE MARCUS D RESIDENT SNYDER LINDA SUELEN IDIOLESSA M+HORI RODRIGUEZ ROGELIO FORSCHLER JOSEPH+DAWNA FORSCHLER DAVID DAMON DIANNA I FORSCHLER R L TULL MARTIN PAICE RICHARD A & CARLA M RESIDENT TAYLOR RAMONA H RESIDENT FERRERO JAMES V LE JENNIFER OTTERSON JAMES W RESIDENT COLELLA EVELYN E CHEUNG WAI MAN+KAM SAU CHUN CONSTANTIN ANDREL+JINA M CHAU NGHIA LEUNG JASON T RESIDENT WICKRE BERNHARDT J & T LITTLE JANICE V ELLIS BRIAN K SINGH SARANJEET+JOHAL KARNA HONGVILAY SICHANH+SENGARY DAVIS ERIK MINNS DONALD (C/O Ohana Fiduciary Corp) RANSOM DONNA L RESIDENT FRANKS LINDA R Address 2934 S 140TH ST 13847 MILITARY RD S 13831 MILITARY RD S 13830 29TH AVE S 13820 29TH AVE 13813 MILITARY RD S 13812 29TH AVE S 13803 MILITARY RD S 13804 29TH AVE S 10416 MAPLEWOOD PL SW 13661 MILITARY RD S 3914 N 9TH ST 13635 MILITARY ROAD SOUTH 13629 MILITARY RD S 13621 MILITARY RD S PO BOX 18414 13619 MILITARY RD S 13617 MILITARY RD S 13605 MILITARY RD S 13611 MILITARY RD S 13613 MILITARY RD S 13609 MILITARY RD S 13525 MILITARY RD 13529 MILITARY RD S 13523 MILITARY RD S PO BOX 68237 13521 MILITARY RD S PO BOX 5028 13505 MILITARY RD S 2827 S 135TH ST 13421 MILITARY RD S 2809 S 285TH PL 13417 MILITARY RD S 13405 MILITARY RD S 2910 S 135TH ST 2906 S 135TH ST 2902 S 135TH ST P 0 BOX 320673 13404 MILITARY RD S 13334 MILITARY RD S 13332 MILITARY RD SO 13330 MILITARY RD S 14218 4TH AVE S 2916 S 135TH ST 2912 S 135TH ST PO BOX 33710 2830 PELICAN DR 2932 S 135TH ST 2930 S 135TH ST City, State Zip Seatac, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Seatac, WA 98168 Seattle, WA 98168 Tukwila, WA 98168 Seatac, WA 98168 Seatac, WA 98168 Seatac, WA 98168 Seattle, WA 98146 Tukwila, WA 98168 Tacoma, WA 98406 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Seattle, WA 98118 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Seatac, WA 98168 Seatac, WA 98168 Seatac, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Seatac, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Pasco, WA 99302 Tukwila, WA 98168 Seatac, WA 98168 Seatac, WA 98168 Federal Way, 1 98003 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Redwood City, 94064 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Burien, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Seattle, WA 98133 Anchorage, Ah 99502 Tukwila, WA 98168 Tukwila, WA 98168 ALEAGA EDDIE E+LILIU S STAROSKI ROSEANNE J MULLET DAVID P TAMAYO DANIEL M+MARIA BEZA RODERICK+JOANNA HANG LARRY XAI+VANG ZA HARTLEY ROBERT E+ROGERS YOROZU YAE A RESIDENT READ MARIAN S RESIDENT PLEBUCH LESLIE A TADESSE FEKADE+MESERET M MORGAN NADINE L TRUSTEE RESIDENT ROAN WILLIAM+PENNY DONG TIANJIAO SALLE JOSEPH & KATHERINE RESIDENT SUTTER JONATHAN F TANG NGA T GORDON-ANGUS BETTY ANNE+JAM BARRE HAMDI ALI+MOHAMED AB HAGOS ANDEMESKEL S+ASMERET HOOVER JUSTIN T+TODD+SHERRY MULLET STEVEN M TRAN NAM T DAMETEW ABERA. ELLIOTT STEPHANIE A DICOSOL DAVID L+DUNCAN JESS RESIDENT DELBIANCO ROBERT D+TONI L RESIDENT CUNNINGHAM TONY D MCLEAN GERYL DELGADO SAMUEL+MA-ISABEL FL FRANCIS LINDA L+LOVELL,BEN LUEDKE JONATHAN D+DARCY D BAUMGART FREDRICK HANS MCCLUSKEY MATTHEW T+RAMIE BLANCHETTE NELLIE F MURPHY BRYCE D LEMMON HAROLD RAYMOND+DEANN CHAVEZ JOSE+GONZALEZ-GARCIA SMALL DARRIN RESIDENT LANE SHAWNA M WOLD JOEL D+LAVITA E MARTINEZ HERMINIA G YOUNG RONALD H+KAREN M 2928 S 135TH ST 2926 S 135TH ST 13205 34TH AV S 2946 S 135TH ST 2952 S 135TH ST 2960 S 135TH ST 13351 32ND AVE S 26639 SE 18TH ST 13335 32ND AVE S 655 CROCKETT ST B207 13325 32ND AVE S 13324 31 ST AV S 13325 31ST AVE S PO BOX 88101 3206 S 135TH ST 3214 S 135TH ST 3224 S 135TH ST 10225 56TH AVE S 3230 S 135TH ST 3236 S 135TH ST 3240 S 135TH ST 13348 32ND AVE S 13332 32ND AVE S 3205 S 133RD LN 3203 S 133RD LN 3303 S 132ND 3201 S 133RD LN 13330 32ND AVE S 3207 S 135TH ST 13622 12TH AVE S 13512 32ND AVE S 11607 30TH AVE SW 3206 S 136TH ST 3213 S 135TH ST 3217 S 135TH 3223 S 135TH ST 3229 S 135TH 3235 S 135TH ST 3241 S 135TH ST 3249 S 135TH ST 3212 S 136TH ST 3220 S 136TH ST 3224 S 136TH ST 3232 S 136TH ST 14125 37TH AVE S 3238 S 136TH ST 3244 S 136TH ST 3203 SO 136TH ST 3207 S 136TH ST 3213 S 136TH Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Sammaish, Wi 98075 Tukwila, WA 98168 Seattle, WA 98109 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98101 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Seattle, WA 98178 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Seattle, WA 98168 Tukwila, WA 98168 Burien, WA 98146 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 BLACKBURN DANIEL L+EMERY JO 3217 S 136TH ST Tukwila, WA 98168 NELSON BRYAN 3223 S 136TH ST Tukwila, WA 98168 BLOXHAM MICHELLE M 3227 S 136TH ST Tukwila, WA 98168 REID GLENN+ELOA 3233 S 136TH ST Tukwila, WA 98168 LINDLEY MARTHA BARBEE 3239 S 136TH ST Tukwila, WA 98168 SAETEURN WUN 3202 S 137TH ST Tukwila, WA 98168 ROBERTS CHERYL M+DENNIS R 2111 NE 7TH ST Renton, WA 98056 RESIDENT 3208 S 137TH ST Tukwila, WA 98168 FLYNN KIARA D 3214 S 137TH ST Tukwila, WA 98168 PARSONS GILBERT 1006 SW 118TH ST Seattle, WA 98146 RESIDENT 3220 S 137TH ST Tukwila, WA 98168 PENA ANDRES LEPE 3226 S 137TH ST Tukwila, WA 98168 BRADSHAW CHAD W 16040 11TH AVE SW Burien, WA 98166 RESIDENT 3232 S 137TH ST Tukwila, WA 98168 ROGERS JOHN K+JANNETTE M 3238 S 137TH ST Seattle, WA 98168 WRIGHT KAREN E 3244 S 137TH ST Tukwila, WA 98168 MARSH VALERIE DIANE 3203 S 137TH ST Tukwila, WA 98168 ANAKE DAVID F 3209 S 13TH ST Tukwila, WA 98168 LEUTHY DAVID P+CONNIE G 3215 S 137TH ST Tukwila, WA 98168 LUNDBORG AARON T 3221 S 137TH ST Tukwila, WA 98168 KRULLER SUSAN GRACE 3227 S 137TH ST Tukwila, WA 98168 LOPEZ REFUGIO 1700 20TH AVE Seattle, WA 98122 RESIDENT 3233 S 137TH ST Tukwila, WA 98168 ROSENGREEN BEVERLY 3239 S 137TH ST Tukwila, WA 98168 WEEKS CHESTER+DIANE 257 BLODGETT VIEW Hamilton, MT 59840 RESIDENT 3245 S 137TH ST Tukwila, WA 98168 BERHNE TIGIST 3251 S 137TH ST Seattle, WA 98122 RIVERTON CREST CEMETERY (C/O UNISERVIC P.O. BOX 130548 PROP TAX 8TH FLR Houston, TX 77219 RIVERTON PK UNITED METH CH 3118 S 140TH Tukwila, WA 98168 HAZEN RICHARD 13802 MILITARY ROAD S Tukwila, WA 98168 RIVERTON PK UNITED METH CH 3118 S 140TH ST Tukwila, WA 98168 BADER BARBARA 13660 MILITARY RD S Tukwila, WA 98168 FRYMIER RONALD J 13650 MILITARY RD S Tukwila, WA 98168 PARKER FRANK 13642 MILITARY RD S Tukwila, WA 98168 HOOD JACK ETUX 13634 MILITARY RD S Tukwila, WA 98168 LEMMON BRADLEY 13626 MILITARY RD S Tukwila, WA 98168 CAMERER JOHN M+SUSAN M 2301 VASHON AVE NE Renton, WA 98059 RESIDENT 13618 MILITARY RD S Tukwila, WA 98168 A&E HOMES LLC PO BOX 6362 Kent, WA 98064 RESIDENT 13616 MILITARY Tukwila, WA 98168 ROSS THEODORE C 13608 MILITARY RD S Tukwila, WA 98168 SAMLEY CHHOEUT+LEM THAUN 13528 MILITARY RD S Tukwila, WA 98168 MIWA JUN 13522 MILITARY RD S Tukwila, WA 98168 KIME KEITH 13524 MILITARY RD S Tukwila, WA 98168 SONN SAN 13508 MILITARY RD S Tukwila, WA 98168 KIM HENG+NAVY 13510 MILITARY RD S Tukwila, WA 98168 VASILIEFF ANDREW N 13504 MILITARY ROAD SOUTH Tukwila, WA 98168 WRIGHT HAROLD+NGUYEN SUONG 2919 S 135TH ST Tukwila, WA 98168 NGUYEN CANH T 2929 S 135TH ST Tukwila, WA. 98168 KLATTENBERG MURRAY D+KYONG 2939 S 135TH ST Tukwila, WA 98168 THOMPSON JOHN W+JOYCE L RUJA DORIN & ADINA RESIDENT TUFABEKELE S+ADERA SEBELE RODEWALD ELVERA B NGUYEN XUAN HOA THI+CHANH NEELY ROBERT F JR RINKER DAVID+GABRIELLE 2945 S 135TH ST 12420 SE 270TH STREET 3115 S 135TH ST 3153 S 135TH ST 13505 32ND S 13623 32ND AVE S 13703 32ND AVE S 13709 32ND AVE S Tukwila, WA Kent, WA Tukwila, WA Tukwila, WA Tukwila, WA Tukwila, WA Tukwila, WA Tukwila, WA 98168 98030 98168 98168 98168 98168 98168 98168 City of Tukwila Notice Of Application and Notice of Hearing Revised Notice (map location has been corrected for site) Conditional Use Permit for Cascade View Elementary # PL17-0006: L17-0008 Project Planner: Max Baker at 206.431.3683 or Max.Baker@Tukwilawa.gov File# PL17-0006 Applicant: Lisa Klein, AHBL Inc. Property Owner: Tukwila School District Project Location: 13601 32nd Ave S Project Description: Conditional Use Permit for renovations to Cascade View Elementary, including an expansion of the school's cafeteria. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:00 p.m. on March 22, 2017. This project is also scheduled for a hearing on April loth, 2017, at 6:30 pm at 6300 Southcenter Blvd., Tukwila WA 98188. You may also submit your comments at the public hearing, before the hearing examiner. You may request a copy of any decision, information on hearings, and your appeal rights by contacting Max Baker at 206.431.3683 or Max.Baker@Tukwilawa.gov. City of Tukwila Notice Of Application and Notice of Hearing Revised Notice (map location has been corrected for site) Conditional Use Permit for Cascade View Elementary # PL17-0006: L17-0008 Project Planner: Max Baker at 206.431.3683 or Max.Baker@Tukwilawa.gov File# PL17-0006 Applicant: Lisa Klein, AHBL Inc. Property Owner: Tukwila School District Project Location: 13601 32nd Ave S Project Description: Conditional Use Permit for renovations to Cascade View Elementary, including an expansion of the school's cafeteria. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:00 p.m. on March 22, 2017. This project is also scheduled for a hearing on April 10th, 2017, at 6:30 pm at 6300 Southcenter Blvd., Tukwila WA 98188. You may also submit your comments at the public hearing, before the hearing examiner. You may request a copy of any decision, information on hearings, and your appeal rights by contacting Max Baker at 206.431.3683 or Max.Baker@Tukwilawa.gov. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 You are receiving this notice because you are a property owner or tenant within 500ft of this project. ea* of J uftwita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Jaclyn Adams , HEREBY DECLARE THAT: X Notice of Application Notice of Decision X Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 6th day of March , 2017 Project Name: Cascade View Elementary Project Number: PL17-0006 Associated File Number (s): L17-0008 Mailing requested by: Max Baker Mailer's signature: /Z.--- W:\USERS\JACKIE\MAILINGS\FINISHED MAILINGS\AFFIDAVIT OF DISTRIBUTION - JACKIE.DOCX Name Address City, State Zip INVERSIONES IMPERIO LLC 2934 S 140TH ST Seatac, WA 98168 ANDERSON KENNETH C 13847 MILITARY RD S Tukwila, WA 98168 THOMAS ABNER L R 13831 MILITARY RD S Tukwila, WA 98168 ROGERS JAMES M 13830 29TH AVE S Seatac, WA 98168 STOKES MICHAEL+THOMAS DEBBI 13820 29TH AVE Seattle, WA 98168 KNIPP KENNETH J 13813 MILITARY RD S Tukwila, WA 98168 ARCHER FRANK 13812 29TH AVE S Seatac, WA 98168 FRE DAWIT HAGOS+TEKIE TABET 13803 MILITARY RD S Seatac, WA 98168 ARGUETA DOLORES A 13804 29TH AVE S Seatac, WA 98168 STONE ALLYSON M 10416 MAPLEWOOD PL SW Seattle, WA 98146 RESIDENT 13661 MILITARY RD S Tukwila, WA 98168 RUFFO JOHN A 3914 N 9TH ST Tacoma, WA 98406 ORSBORN CURTIS N 13635 MILITARY ROAD SOUTH Tukwila, WA 98168 VIROSTEK MATTHEW C (Feltus Erika) 13629 MILITARY RD S Tukwila, WA 98168 SALCIDO MICHAEL J 13621 MILITARY RD S Tukwila, WA 98168 LANE MARCUS D PO BOX 18414 Seattle, WA 98118 RESIDENT 13619 MILITARY RD S Tukwila, WA 98168 SNYDER LINDA 13617 MILITARY RD S Tukwila, WA 98168 SUELEN IDIOLESSA M+HORI 13605 MILITARY RD S Tukwila, WA 98168 RODRIGUEZ ROGELIO 13611 MILITARY RD S Seatac, WA 98168 FORSCHLER JOSEPH+DAWNA 13613 MILITARY RD S Seatac, WA 98168 FORSCHLER DAVID 13609 MILITARY RD S Seatac, WA 98168 DAMON DIANNA I 13525 MILITARY RD Tukwila, WA 98168 FORSCHLER R L 13529 MILITARY RD S Tukwila, WA 98168 TULL MARTIN 13523 MILITARY RD S •Seatac, WA 98168 PAICE RICHARD A & CARLA M PO BOX 68237 Tukwila, WA 98168 RESIDENT 13521 MILITARY RD S Tukwila, WA 98168 TAYLOR RAMONA H PO BOX 5028 Pasco, WA 99302 RESIDENT 13505 MILITARY RD S Tukwila, WA 98168 FERRERO JAMES V 2827 S 135TH ST Seatac, WA 98168 LE JENNIFER 13421 MILITARY RD S Seatac, WA 98168 OTTERSON JAMES W 2809 S 285TH PL Federal Way, ) 98003 RESIDENT 13417 MILITARY RD S Tukwila, WA 98168 COLELLA EVELYN E 13405 MILITARY RD S Tukwila, WA 98168 CHEUNG WAI MAN+KAM SAU CHUN 2910 S 135TH ST Tukwila, WA 98168 CONSTANTIN ANDREL+JINA M 2906 S 135TH ST Tukwila, WA 98168 CHAU NGHIA 2902 S 135TH ST Tukwila, WA 98168 LEUNG JASON T P 0 BOX 320673 Redwood City, 94064 RESIDENT 13404 MILITARY RD S Tukwila, WA 98168 WICKRE BERNHARDT J & T 13334 MILITARY RD S Tukwila, WA 98168 LITTLE JANICE V 13332 MILITARY RD SO Tukwila, WA 98168 ELLIS BRIAN K 13330 MILITARY RD S Tukwila, WA 98168 SINGH SARANJEET+JOHAL KARNA 14218 4TH AVE S Burien, WA 98168 HONGVILAY SICHANH+SENGARY 2916 S 135TH ST Tukwila, WA 98168 DAVIS ERIK 2912 S 135TH ST Tukwila, WA 98168 MINNS DONALD (C/O Ohana Fiduciary Corp) PO BOX 33710 Seattle, WA 98133 RANSOM DONNA L 2830 PELICAN DR Anchorage, AN 99502 RESIDENT 2932 S 135TH ST Tukwila, WA 98168 FRANKS LINDA R 2930 S 135TH ST Tukwila, WA 98168 ALEAGA EDDIE E+LILIU S STAROSKI ROSEANNE J MULLET DAVID P TAMAYO DANIEL M+MARIA BEZA RODERICK+JOANNA HANG LARRY XAI+VANG ZA HARTLEY ROBERT E+ROGERS YOROZU YAE A RESIDENT READ MARIAN S RESIDENT PLEBUCH LESLIE A TADESSE FEKADE+MESERET M MORGAN NADINE L TRUSTEE RESIDENT ROAN WILLIAM+PENNY DONG TIANJIAO SALLE JOSEPH & KATHERINE RESIDENT SUTTER JONATHAN F TANG NGA T GORDON-ANGUS BETTY ANNE+JAM BARRE HAMDI ALI+MOHAMED AB HAGOS ANDEMESKEL S+ASMERET HOOVER JUSTIN T+TODD+SHERRY MULLET STEVEN M TRAN NAM T DAMETEW ABERA ELLIOTT STEPHANIE A DICOSOL DAVID L+DUNCAN JESS RESIDENT DELBIANCO ROBERT D+TONI L RESIDENT CUNNINGHAM TONY D MCLEAN GERYL DELGADO SAMUEL+MA-ISABEL FL FRANCIS LINDA L+LOVELL,BEN LUEDKE JONATHAN D+DARCY D BAUMGART FREDRICK HANS MCCLUSKEY MATTHEW T+RAMIE BLANCHETTE NELLIE F MURPHY BRYCE D LEMMON HAROLD RAYMOND+DEANN CHAVEZ JOSE+GONZALEZ-GARCIA SMALL DARRIN RESIDENT LANE SHAWNA M WOLD JOEL D+LAVITA E MARTINEZ HERMINIA G YOUNG RONALD H+KAREN M 2928 S 135TH ST 2926 S 135TH ST 13205 34TH AV S 2946 S 135TH ST 2952 S 135TH ST 2960 S 135TH ST 13351 32ND AVE S 26639 SE 18TH ST 13335 32ND AVE S 655 CROCKETT ST B207 13325 32ND AVE S 13324 31 ST AV S 13325 31ST AVE S PO BOX 88101 3206 S 135TH ST 3214 S 135TH ST 3224 S 135TH ST 10225 56TH AVE S 3230 S 135TH ST 3236 S 135TH ST 3240 S 135TH ST 13348 32ND AVE S 13332 32ND AVE S 3205 S 133RD LN 3203 S 133RD LN 3303 S 132ND 3201 S 133RD LN 13330 32ND AVE S 3207 S 135TH ST 13622 12TH AVE S 13512 32ND AVE S 11607 30TH AVE SW 3206 S 136TH ST 3213 S 135TH ST 3217 S 135TH 3223 S 135TH ST 3229 S 135TH 3235 S 135TH ST 3241 S 135TH ST 3249 S 135TH ST 3212 S 136TH ST 3220 S 136TH ST 3224 S 136TH ST 3232 S 136TH ST 14125 37TH AVE S 3238 S 136TH ST 3244 S 136TH ST 3203 SO 136TH ST 3207 S 136TH ST 3213 S .136TH Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Sammaish, Wi 98075 Tukwila, WA 98168 Seattle, WA 98109 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98101 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Seattle, WA 98178 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Seattle, WA 98168 Tukwila, WA 98168 Burien, WA 98146 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 Tukwila, WA 98168 BLACKBURN DANIEL L+EMERY JO 3217 S 136TH ST Tukwila, WA 98168 NELSON BRYAN 3223 S 136TH ST Tukwila, WA 98168 BLOXHAM MICHELLE M 3227 S 136TH ST Tukwila, WA 98168 REID GLENN+ELOA 3233 S 136TH ST Tukwila, WA 98168 LINDLEY MARTHA BARBEE 3239 S 136TH ST Tukwila, WA 98168 SAETEURN WUN 3202 S 137TH ST Tukwila, WA 98168 ROBERTS CHERYL M+DENNIS R 2111 NE 7TH ST Renton, WA 98056 RESIDENT 3208 S 137TH ST Tukwila, WA 98168 FLYNN KIARA D 3214 S 137TH ST Tukwila, WA 98168 PARSONS GILBERT 1006 SW 118TH ST Seattle, WA 98146 RESIDENT 3220 S 137TH ST Tukwila, WA 98168 PENA ANDRES LEPE 3226 S 137TH ST Tukwila, WA 98168 BRADSHAW CHAD W 16040 11TH AVE SW Burien, WA 98166 RESIDENT 3232 S 137TH ST Tukwila, WA 98168 ROGERS JOHN K+JANNETTE M 3238 S 137TH ST Seattle, WA 98168 WRIGHT KAREN E 3244 S 137TH ST Tukwila, WA 98168 MARSH VALERIE DIANE 3203 S 137TH ST Tukwila, WA 98168 ANAKE DAVID F 3209 S 13TH ST Tukwila, WA 98168 LEUTHY DAVID P+CONNIE G 3215 S 137TH ST Tukwila, WA 98168 LUNDBORG AARON T 3221 S 137TH ST Tukwila, WA 98168 KRULLER SUSAN GRACE 3227 S 137TH ST Tukwila, WA 98168 LOPEZ REFUGIO 1700 20TH AVE Seattle, WA 98122 RESIDENT 3233 S 137TH ST Tukwila, WA 98168 ROSENGREEN BEVERLY 3239 S 137TH ST Tukwila, WA 98168 WEEKS CHESTER+DIANE 257 BLODGETT VIEW Hamilton, MT 59840 RESIDENT 3245 S 137TH ST Tukwila, WA 98168 BERHNE TIGIST 3251 S 137TH ST Seattle, WA 98122 RIVERTON CREST CEMETERY (CIO UNISERVIC P.O. BOX 130548 PROP TAX 8TH FLR Houston, TX 77219 RIVERTON PK UNITED METH CH 3118 S 140TH Tukwila, WA 98168 HAZEN RICHARD 13802 MILITARY ROAD S Tukwila, WA 98168 RIVERTON PK UNITED METH CH 3118 S 140TH ST Tukwila, WA 98168 BADER BARBARA 13660 MILITARY RD S Tukwila, WA 98168 FRYMIER RONALD J 13650 MILITARY RD S Tukwila, WA 98168 PARKER FRANK 13642 MILITARY RD S Tukwila, WA 98168 HOOD JACK ETUX 13634 MILITARY RD S Tukwila, WA 98168 LEMMON BRADLEY 13626 MILITARY RD S Tukwila, WA 98168 CAMERER JOHN M+SUSAN M 2301 VASHON AVE NE Renton, WA 98059 RESIDENT 13618 MILITARY RD S Tukwila, WA 98168 A&E HOMES LLC PO BOX 6362 Kent, WA 98064 RESIDENT 13616 MILITARY Tukwila, WA 98168 ROSS THEODORE C 13608 MILITARY RD S Tukwila, WA 98168 SAMLEY CHHOEUT+LEM THAUN 13528 MILITARY RD S Tukwila, WA 98168 MIWA JUN 13522 MILITARY RD S Tukwila, WA 98168 KIME KEITH 13524 MILITARY RD S Tukwila, WA 98168 SONN SAN 13508 MILITARY RD S Tukwila, WA 98168 KIM HENG+NAVY 13510 MILITARY RD S Tukwila, WA 98168 VASILIEFF ANDREW N 13504 MILITARY ROAD SOUTH Tukwila, WA 98168 WRIGHT HAROLD+NGUYEN SUONG 2919 S 135TH ST Tukwila, WA 98168 NGUYEN CANH T 2929 S 135TH ST Tukwila, WA 98168 KLATTENBERG MURRAY D+KYONG 2939 S 135TH ST Tukwila, WA 98168 THOMPSON JOHN W+JOYCE L RUJA DORIN & ADINA RESIDENT TUFABEKELE S+ADERA SEBELE RODEWALD ELVERA B NGUYEN XUAN HOA THI+CHANH NEELY ROBERT F JR RINKER DAVID+GABRIELLE 2945 S 135TH ST 12420 SE 270TH STREET 3115 S 135TH ST 3153 S 135TH ST 13505 32ND S 13623 32ND AVE S 13703 32ND AVE S 13709 32ND AVE S Tukwila, WA Kent, WA Tukwila, WA Tukwila, WA Tukwila, WA Tukwila, WA Tukwila, WA Tukwila, WA 98168 98030 98168 98168 98168 98168 98168 98168 AGENCY LABELS • 4( (X) City Clerk Office — Ana Le PUBLIC HEARINGS/MEETINGS need to go to Ana to include in Digital Records Center ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal Transit Admin, Region 10 ( ) Dept of Fish & Wildlife Section 1 FEDERAL AGENCIES ( ) US Environmental Protection Agency (E.P.A.) ( ) US Dept of HUD ( ) National Marine Fisheries Service Section 2 WASHINGTON STATE AGENCIES ( ) Dept of Social & Health Services ( ) Dept of Ecology NW Regional Office, Shoreland Div. SHORELINE NOD REQUIRES RETURN RECEIPT (X) Dept of Ecology, SEPA **Send Electronically ( ) WA State Department of Commerce (formerly Community Dev) ( ) Office of Attorney General ( ) WA Fisheries & Wildlife, MillCreek Office ( ) Office of Hearing Examiner ( ) WA Fisheries & Wildlife, Larry Fisher, 1775 12th Ave NW Ste 201, Issaquah WA 98027 ( ) Office of Archaeology ( ) Transportation Department (WSDOT NW) ( ) Dept of Natural Resources ( ) Office of the Governor ( ) KC Boundary Review Board ( ) Fire District # 11 ( ) Fire District # 2 ( ) KC Wastewater Treatment Div ( ) KC Dept of Parks & Recreation ( ) KC Assessor's Office ( ) KC Watershed Coordination WRIA 9 Section 3 KING COUNTY AGENCIES ( ) Health Department ( ) Port of Seattle ( ) KC Dev & Environmental Services-SEPA Info Center ( ) KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque ( ) KC Public Library System ( ) Foster Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS/LIBRARIES ) Westfield Mall Library si (X) Tukwila School District ( ) Highline School District ( ) Seattle School District ( ) Renton School District ( ) Century Link ( ) Seattle City Light ( ) Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev/Water Dept ( ) Comcast Section 5 UTILITIES ( ) BP Olympic Pipeline ( ) Seattle Public Utilities ( ) Val-Vue Sewer District ( ) Water District # 20 ( ) Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) Waste Management ( ) Cascade Water Alliance ( ) Tukwila City Departments ( ) Public Works ( ) Fire ( ) Police ( ) Finance ( ) Planning ( ) Building ( ) Parks & Rec ( ) Mayor ( ) City Clerk (PUBLIC HEARINGS/MEETINGS) Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects Section 7 OTHER * send notice of all applications on Green/Duwamish River ( ) Duwamish River Clean Up Coalition * ( ) Muckleshoot Indian Tribe * ( ) Cultural Resources ( ) Fisheries Program ( ) Wildlife Program ( ) Duwamish Indian Tribe * ( ) People for Puget Sound * LOCAL AGENCIES ( ) Puget Sound Clean Air Agency ( ) Sound Transit/SEPA ( ) Puget Sound Regional Council ( ) Washington Environmental Council ( ) Futurewise ( ) Puget SoundKeeper SW KC Chamber of Commerce (X) Tukwila Historical Society** ** send notices for all Tukwila projects which require public notice — via email to: tukwilahistsociety@tukwilahistorv.orq and rcwiieser@comcast.net ( ) Seattle Times ( ) Highline Times Section 8 MEDIA ( ) South County Journal . _ ( ) City of Tukwila Website W:\\Planning\Development Review Manual\LU Application Review Process\Publiic Notice Procedures\Mailing\Agency Checklist Public Notice Mailings For Permits SEPA MAILINGS (Comment period starts on date of mailing) Notice of Application mailed to: Department of Ecology (send checklist with Notice of Application), applicant, other agencies as necessary, property owners and tenants within 500 feet. It is also posted on site. KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand. Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice of Application SEPA Determination mailed to Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE at the time of SEPA determination: SEPA Determination Staff report SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to applicant, property owners and residents within 500 feet of subject property, agencies with jurisdiction. Comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for a Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date of filing with DOE) — Notice to DOE must be by return receipt requested mail (this requirement included in SSB 5192, effective 7-22-11). Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the notice of decision and staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: One complete packet should also be sent to Muckleshoot Indian Tribe if they commented on the project during comment period. Permit Data Sheet Shoreline Substantial Development Decision (Signed by Director) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross -sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (Signed by Director) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) 4e- W:\\Planning\Development Review Manual\LU Application Review Process\Public Notice Procedures\Mailing\Agency Checklist City of Tukv "a Notice Of Application and Not of Hearing Conditional Use Permit for Cascade view Elementary # PL17-0006: L17-0008 Project Planner: Max Baker at 206.43:1.3683 or Max.Baker@Tukwilawa.gov File# PL17-0006 Applicant: Lisa Klein, AHBL Inc. Property Owner: Tukwila School District Project Location: 13601 32nd Ave S Project Description: Conditional Use Permit for renovations to Cascade View Elementary, including an expansion of the school's cafeteria. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:00 p.m. on March 20, 2017. This project is also scheduled for a hearing on April loth, 2017, at 6:30 pm at 6300 Southcenter Blvd., Tukwila WA 98188. You may also submit your comments at the public hearing, before the hearing examiner. You may request a copy of any decision, information on hearings, and your appeal rights by contacting Max Baker at 206.431.3683 or Max.Baker@Tukwilawa.gov. City of Tukwila Notice Of Application and Notice of Hearing Conditional Use Permit for Cascade View Elementary # PL17-0006: L17-0008 Project Planner: Max Baker at 206.431..3633 or Max.Baker@Tukwilawa.gov File# PL17-0006 Applicant: Lisa Klein, AHBL Inc. Property Owner: Tukwila School District Project Location: 13601 32nd Ave S Project Description: Conditional Use Permit for renovations to Cascade View Elementary, including an expansion of the school's cafeteria. Your written comments on the project are requested and can be delivered to Dept. of Community Development, 6300 Southcenter Blvd, Suite 100, Tukwila WA 98188. Comments must be received by 5:00 p.m. on March 20, 2017. This project is also scheduled for a hearing on April 10th, 2017, at 6:30 pm at 6300 Southcenter Blvd., Tukwila WA 98183. You may also submit your comments at the public hearing, before the hearing examiner. You may request a copy of any decision, information on hearings, and your appeal rights by contacting Max Baker at 206.431.3683 or Max.Baker@Tukwilawa.gov. City of Tukwila Department of Commun levelopment 6300 Southcenter Blvd., S... 100 Tukwila, WA. 98188 HAZEN RICHARD 13802 MILITARY ROAD S Tukwila, WA 98168 You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 RIVERTON PK UNITED METH CH 3118 S 140TH ST Tukwila, WA 98168 You are receiving this notice because you are a property owner or tenant within 500ft of this project. 0400 rreA19,toca rRECEIVED City of Tukwila Department of Community Development FEB U 9 2017 TUKWILA PUBLIC WORKS File Number L17-0008 LAND USE PERMIT ROUTING FORM TO: d Building d Planning d Public Works d Fire Dept. Police Dept. Parks/Rec Project: Cascade View Elementary- Conditional Use Permit Address: 13601 32nd Ave S Date transmitted: 2/9/2017 Response requested by: 2/23/17 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.) No GuP atoviovvAAic PG ka,ve, s o �,o c•�M �e-ems Tm 6 LAA L I - es 1 , Pla n check date: Comments,,( Update dat02.12//l prepared by: C, Technical Information Report PREPARED FOR: Tukwila School District 4640'Sou.th.128th Street Tukwila, WA 98168 PROJECT: .._._ _... _........... Cascade View Elementary School;Addition 13601. 32nd_AVE S Tukwila, WA 98168. 2160786.10 PREPARED BY: Lauren Lovatt EIT Project Engineer REVIEWED BY: Douglas G. Tapp, PE Principal _ DATE: January 2017 RECEIVEp JAN 30 2011 Community Development Civil Engineers • Structural Engineers • Landscape Architects • Community Planners • Land Surveyors- 01/30/2017 I hereby state that this Technical Information Report for Cascade View Elementary School Addition has been prepared by me or under my supervision, and meets the standard of care and expertise that is usual and customary in this community for professional engineers. I understand that City of Tukwila does not and will not assume liability for the sufficiency, suitability, or performance of drainage facilities prepared by me. Technical Information Report PREPARED FOR: Tukwila School District 4640 South 128th Street Tukwila, WA 98168 PROJECT: Cascade View Elementary School Addition 13601 32nd AVE S Tukwila, WA 98168 2160786.10 PREPARED BY: Lauren Lovatt, EIT Project Engineer REVIEWED BY: Douglas G. Tapp, PE Principal DATE: January 2017 Table of Contents 1.0 Project Overview 1-1 1.1 Purpose and Scope 1-1 1.2 Existing Conditions 1-1 1.3 Developed Conditions 1-1 Section 1.0 Figures Figure 1-1 TIR Worksheet (to be completed) Figure 1-2 Site Vicinity Map Figure 1-3a Existing Conditions Map Figure 1-3b Developed Conditions Map Figure 1-4 Soils Map 2.0 Conditions and Requirements Summary 2-1 2.1 Conditions of Approval 2-1 2.2 Core Requirements 2-1 2.2.1 CR 1 — Discharge at the Natural Location 2-1 2.2.2 CR 2 — Offsite Analysis 2-1 2.2.3 CR 3 — Flow Control 2-1 2.2.4 CR 4 — Conveyance System 2-1 2.2.5 CR 5 — Erosion and Sediment Control 2-2 2.2.6 CR 6 — Maintenance and Operations 2-2 2.2.7 CR 7 — Financial Guarantees and Liability 2-2 2.2.8 CR 8 — Water Quality 2-2 2.2.9 CR 9 — Flow Control BMPs 2-2 2.3 Special Requirements 2-2 2.3.1 SR 1 — Other Adopted Area -Specific Requirements 2-2 2.3.2 SR 2 — Floodplain/Floodway Delineation 2-3 2.3.3 SR 3 — Flood Protection Facilities 2-3 2.3.4 SR 4 — Source Controls 2-3 2.3.5 SR 5 — Oil Control 2-3 Section 2.0 Figures Figure 2-1 Flood Insurance Rate Map 53033C0960 F 3.0 Offsite Analysis 3-1 4.0 Flow Control, Low Impact Development (LID), and Water Quality Facility Analysis and Design 4-1 4.1 Flow Control 4-1 Technical Information Report School Addition 012011 4.1.1 Existing Site Hydrology (Part A) 4-1 4.1.2 Developed Site Hydrology (Part B) 4-1 4.1.3 Performance Standards (Part C) 4-1 Area -Specific Flow Control Facility Standard 4-1 Flow Control BMP Requirements 4-1 Perforated Roof Drain for Connection 4-2 Conveyance System Capacity Standards 4-2 4.1.4 Flow Control System (Part D) 4-2 4.1.5 Water Quality System (Part E) 4-3 Section 4.0 Figures Figure 4-1 Existing Hydrology Conditions Figure 4-2 Developed Hydrology Conditions 5.0 Conveyance System Analysis and Design 5-1 Section 5.0 Figures Figure 5-1 Conveyance Basin Map (to be provided) Figure 5-2 Summary Table (to be provided) Figure 5-3 KCRTS Flow Calculations (to be provided) Figure 5-4 KCBW Calculations (to be provided) 6.0 Special Reports and Studies 6-1 7.0 Other Permits 7-1 8.0 CSWPPP Analysis and Design 8-1 8.1 ESC Plan Analysis and Design (Part A) 8-1 8.1.1 Sensitive Area Restrictions Error! Bookmark not defined. 8.1.2 Sensitive Area Special Provisions Error! Bookmark not defined. 8.1.3 ESC Maintenance 8-1 8.1.4 ESC Supervisor 8-1 8.1.5 Documentation 8-2 8.1.6 Review Timing 8-2 8.2 Stormwater Pollution Prevention and Spill (SWPPS) Plan Design (Part B) 8-2 8.2.1 Pollution and Spill Prevention Source Controls and BMPs 8-2 8.2.2 Responsible Personnel and Contact Information 8-4 8.2.3 Pollution and Spill Prevention Worksheets 8-4 8.2.4 Disposal Methods 8-4 Technical Information Report School Addition 01200 Section 8.0 Figures Figure 8-1 ESC and SWPPS Measures (to be included) Figure 8-2 ESC Maintenance Report (to be included) Figure 8-3 Pollution Prevention Inspection Reports, Spill Prevention Monitoring, and Spill Incident Reports (to be included) 9.0 Bond Quantities, Facility Summaries, and Declaration of Covenant 9-1 Section 9.0 Figures - Figures to be provided, if required. 10.0 Operations and Maintenance Plan 10-1 10.1 Facility Descriptions 10-1 Conveyance Systems 10-1 Vegetated Swales Error! Bookmark not defined. 1'0.2 Maintenance Tasks 10-1 10.3 Maintenance Requirements 10-1 Section 10.0 Figures - Figures to be provided 11.0 Conclusion 11-1 Technical Information Report School Addition oeo� Section I Project Overview Technical Information Report School Addition 1.0 Project Overview 1.1 Purpose and Scope This report presents the drainage design and study for the building addition and supporting improvements at Cascade View Elementary School and accompanies the civil engineering plans. The project site is located within Parcel No. 1623049038 and 7346600024 at Cascade View Elementary School Tukwila, Washington. The parcels total 8.5 acres. The project site is approximately 0.10 acre. The "Vicinity Map" depicts the site location in Figure 1-2, attached to this report section. The proposed project includes construction of a building addition, re -roofing, new and relocated site accessories. The site area specifically includes the building addition, which is the only source of land disturbance with new and replaced impervious surface area. This building addition is located in the southwest quadrant of the parcel, between Buildings A and B. Demolition includes approximately 675 square feet of existing concrete and 1,325 square feet of existing landscaping. Stormwater conveyance within the building envelope will be replaced with a new storm drain encased in ductile iron. Stormwater flows will be routed to an existing detention facility located east of the building addition, matching the existing drainage pattern. Stormwater management is to comply with the 2016 King County Surface Water Design Manual (KCSWDM) as adopted by City of Tukwila. 1.2 Existing Conditions The existing developed parcel includes a northern terrace currently occupied by the existing school, playgrounds, and asphalt parking Tots along the north and east sides of the property, and a higher southern terrace occupied by a pervious athletic field. Covered concrete walks provide pedestrian access to the separate buildings. The 32nd AVE South right-of-way provides ingress and egress to the property. The overall topographic relief across the site is 33 feet. Sloped landscaping between the existing paved playground and the existing athletic field provides 6 feet of grade change. Refer to the "Existing Conditions Map," Figure 1-3a. The project area is small portion of the existing developed parcel. The existing condition of the project area proposed for redevelopment is a landscaped courtyard surrounded by a covered concrete walkway. A water line, concrete swale, and storm conveyance system cross the landscaped courtyard from west to east. The courtyard slopes towards its center, where a grated catch basin routes the stormwater away from the project site, towards the existing flow control facility. The concrete walks to the west and south sheet flow towards the midpoint of the courtyard. The eastern walk slopes east to the adjacent parking lot, where the stormwater enters the conveyance system. Stormwater runoff discharges into an underground ftow control facility, located underneath the main entry driveway and parking, east of the project site. The proposed project site drains to this singular discharge point, referred to as "Threshold Discharge Area A" (TDA A). According to the King County Soil Survey (Figure 1-4), the site soils consist of till deposits. 1.3 Developed Conditions The project proposes the construction of an addition to building B. The addition is located in the courtyard between Building A and B. Stormwater improvements include roof drains, foundation drains, and replacement of the drainage pipe. The portion of the storm pipe in the building's footprint will be replaced with a new 12" PVC line and encased in 18" ductile iron. The building addition's roof downspouts tee into the proposed storm line. The foundation drains connect to a Technical Information Report School Addition 1-1 0000 new catch basin. The conveyance system discharges to the existing conveyance system located east of the project area. Downstream of the project site, stormwater it is routed to the existing flow control facility, which discharges to the public storm system serving 32nd Avenue South. The project site area is 4,200 square feet, with 1,325 square feet of new and 1,500 square feet of replaced non -pollution generating impervious area. Figure 1-3b, titled "Developed Conditions Map' depicts these areas. The project site's developed drainage patterns are analyzed and discussed in further detail in Section 4.0, Flow Control, Low Impact Development (LID), and Water Quality Facility Analysis and Design. Technical Information Report School Addition 1-2 01200 Section 1.0 Figures Figure 1-1 TR Worksheet (to be completed) Figure 1-2 Site Vicinity Map Figure 1-3a Existing Conditions Map Figure 1-3b Developed Conditions Map Figure 1-4 Soils Map Technical Information Report School Addition A I200 HIlaUtit 1 -1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 - PROJECT OWNER AND PROJECT ENGINEER Project Owner Phone Address Project Engineer Company Phone Part 3 TYPE OF PERMIT APPLICATION • ❑ Landuse (e.g.,Subdivision / Short Subd. / UPD) U Building (e.g.,M/F / Commercial / SFR) U Clearing and Grading ❑ Right -of -Way Use ❑ Other Part2 PROJECT LOCATION ANCI DESCRIPTION Project Name DPER Permit # Location Township Range Section Site Address Part 4 OTHER REVIIEW5 AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ❑ Structural RockeryNault/ ❑ ESA Section 7 Part 5 Type of Drainage Review (check one): Date (include revision dates): Date of Final: PLAN AND REPORT INFORMATION .. Technical Information Report ❑ Full ❑ Targeted Simplified Large Project Directed Site Improvement Plan (Engr. Plans) Plan Type (check one): Date (include revision dates): Date of Final: ❑ Full ❑ Modified ❑ Simplified Part 6 SWDM'ADJUSTMENT APPROVALS Type (circle one): Standard / Experimental / Blanket Description: (include conditions in TIR Section 2) Approved Adjustment No. Date of Approval: 2016 Surface Water Design Manual 1 4/24/2016 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Pars 7 MONITORING REQUIREMENTS Monitoring Required: Start Date: Completion Date: Yes / No Describe: Re: KCSWDM Adjustment No. Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : Special District Overlays: Drainage Basin: Stormwater Requirements: Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection ❑ Steep Slope Part10 SOILS Soil Type Slopes Erosion Potential ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached 2016 Surface Water Design Manual 2 4/24/2016 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 '! DRAINAGE DESIGN LIMITATIONS REFERENCE ❑ Core 2 — Offsite Analysis ❑ Sensitive/Critical Areas ❑ SEPA U LID Infeasibility ❑ Other LIMITATION / SITE CONSTRAINT ❑ Additional Sheets Attached Part 12 'TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: (name or description) Core Requirements (all 8 apply): Discharge at Natural Location Number of Natural Discharge Locations: Offsite Analysis Level: 1 / 2 / 3 dated: Flow Control (include facility Level: 1 / 2 / 3 or Exemption Number summary sheet) Flow Control BMPs Conveyance System Spill containment located at: Erosion and Sediment Control / CSWPP/CESCL/ESC Site Supervisor: Construction Stormwater Contact Phone: Pollution Prevention After Hours Phone: Maintenance and Operation Responsibility (circle one): Private / Public If Private, Maintenance Log Required: Yes / No Financial Guarantees and Provided: Yes / No Liability Water Quality (include facility Type (circle one): Basic / Sens. Lake / Enhanced Basic / Bog summary sheet) or Exemption No. Landscape Management Plan: Yes / No Special Requirements (as applicable): Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. / None Requirements Name: Floodplain/Floodway Delineation Type (circle one): Major / Minor / Exemption / None 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: 2016 Surface Water Design Manual 3 4/24/2016 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Source Control (commercial / industrial land use) Describe land use: Describe any structural controls: Oil Control High -use Site: Yes / No Treatment BMP,: Maintenance Agreement: Yes / No with whom? Other Drainage Structures Describe: Part 13 . EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION U Clearing Limits ❑ Stabilize exposed surfaces ❑ Cover Measures ❑ Remove and restore Temporary ESC Facilities ❑ Perimeter Protection U Clean and remove all silt and debris, ensure ❑ Traffic Area Stabilization operation of Permanent Facilities, restore operation of Flow Control BMP Facilities as ❑ Sediment Retention necessary ❑ Surface Water Collection ❑ Flag limits of SAO and open space preservation ❑ Dewatering Control areas U Dust Control ❑ Other ❑ Flow Control ❑ Protection of Flow Control BMP Facilities (existing and proposed) ❑ Maintain BMPs / Manage Project Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description ❑ Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility ❑ Flow Control BMPs ❑ Other ❑ Vegetated Flowpath ❑ Wetpool ❑ Filtration ❑ Oil Control ❑ Spill Control ❑ Flow Control BMPs ❑ Other 2016 Surface Water Design Manual 4 4/24/2016 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement ❑ Covenant ❑ Native Growth Protection Covenant ❑ Tract ❑ Other ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. Signed/Date 2016.Surface Water Design Manual 4/24/2016 5 Cascade View Elementary School 13601 32ndAVE 5 ukwila, WA 98168 Lin .UU•le earth Project Site 1200 6th Avenue, #1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com Cascade View Elementary School Vicinity Map Figure 1-2 GRAVEL TRAIL (ALTERNATE x3 SE£ L .ANDSC DR.A44SES J EXISTING BASEBALL FIELD REPAIR TOP RAILS 7 PATCH FENCE / 7 7 APPROX LOCATION OF ON SITE DISPOSAL OF EXCAVATED MATERIAL (ALT N2) EXISTING SOCCER FIELD REPLACE TOP RAIL OF CHAIN LINK FENCE THREE BAYS • 5 SIDE, APPROX FIVE BAYS E SIDE RELOCATE SOFTBALL BACKSTOP SSE LANDSCAPE DRAWINGS REPLACE ONE SECTION OF TORN CHAIN LINK FENCE no ay y►��� ' !-n—rrn- r f -E-Or -t 5 SE APPROXIMATE LOCATION OF OWNER'S PORTABLE BUILDINGS DURING CONSTRUCTION. COORDINATE WORK THIS AREA WITH O14ER5 TRANSITION PLAN, INCLUDING USE OF PORTABLES, UTILITIES, AND WALKWAYS. NM OWN r� rs-oram+-r�� ^ 'I 5j8E YARD SETBACK PLAY AREA SEt LV4C6CAPE GOVER13J PLAY SAC-0 (ALTERNATE *U IIII _IIII RAMP HR BOTH SIDE_ ice,,,,,_,,._„ ® i•Illi i Hi�li 4' H16H CHAIN LINK FENCE \ ' PLAY AREA SEE LANDSCAPE D1465 (AL1 ,',4) ASPHALT FIRE LANE -_- J� / SITE LIGHTING - PLAY AREA - SEE LANDSCAPE DHSS CHAIN LINK GATE t FENCE ENCLOSURE �. AT 6A5 METER— ....q�{\� TOP 4 SIDES NEW ADDITION BULGING E Existing Concrete Walk 5 ei EXISTING SURFACE AREAS Description Area 111 EXISTING IMPERVIOUS 0.07 EXISTING PERVIOUS 0.03 SITE AREA (TDA A) 0.10 rums 1200 6th Avenue, #1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com ALT 1 14 Project Site (TDA A) TINC EXISTING ISIN� FF...64 3� GATE I�.QSl3 FF.=94035 FIXED BOLLARD ALIGN W.. BLDG REL6E EXIST BIKE RACK FIXED NEW GUN; BOLLARDS WALK TYP. - PROTEGT EXISTING TREE' SEE LANDSCAPE DW65 SITE LIGHTING TYP SEE E0.1 ALT •14 EXISTING BUILDING 12 F.F=34035 Existing Concrete Swale Existing Courtyard .p,. 0 0 • PARKINS i FOR CONC. CONSTRUCTION 1 EXPANSION JOINTS I„I R SEE CIVIL DW65 PARKIN STALL STRIPING PAVINGT SEE CIVIL DRAGS (1:1_ .apr.-.111,- -ra - ' MILA C. EXIST. HYDRANT 6' HIGH CHAIN LI SCREENED DUMPSTER AREA CHAIN LINK t'"RF-FFIED DUMPSTER AREA —� MIN. 6' IN OPENING Cascade View Elementary School Existing Conditions Map JOB NO. 2160786 DATE: 01 /30/17 III Fig,ire 1-3a P i EXISTING BASEBALL FIELD REPAIR TOP RAILS 1 PATCH FENCE 7 _ APPROX LOCATION OF ON SITE DISPOSAL OF EXCAVATED MATERIAL (ALT •17) EXISTING `orrER FIELD REPLACE TOP RAIL OF CHAIN LINK FENCE I HREE BAYS • S SIDE, APPROX FIVE BAYS E SIDE RELOCATE SOFTBALL FIK*ATOP SEE LANDSCAPE DRAWIN65 REPLACE ONE SECTION OF TORN CHAIN LINK FENCE 1 GRAVEL TRAIL (ALTERNATE 113 SEE LANDSC.API ORAWINC-, APPROXIMATE LOCATION OF OWNER'S PORTABLE BUILDINGS DURING CONSTRUCTION. COORDINATE WORK THIS AREA WITH OWNERS TRANSITION PLAN, INCLUDING USE OF PORTABLE-5, UTILITIES, AND WALKWAYS. 51 5E GRAPHIC SCALE 15 30 60 110• SIDE YARD SETBACK PL AY AREALANOS% :APE COVERED FLAY 5:ED (ALTERNATE IN) 1 1 j RAMP HR BOTH SIDES ® ,�011i�nlll�lll. ® IIIII 11111 IIli 4' HIGH CHAIN LINK FENCE \' PLAY AREA SEE LANDSCAPE DHISS N., ASPHALT FIRE LADE PLAY AREA - SEE LANDSCAPE DIAG5 NEW ADDITION jiRl DINR F EXISTING � FFP •YIOIN Project Site (TDA A DEVELOPED SURFACE AREAS Description Area Unit DEVELOPED IMPERVIOUS 0.10 ac SITE AREA (TDA A) 0.10 ac _WON 1200 6th Avenue, #1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com e'-v 51E YARD SETBACK EXISTING E.E..540.03 4 t FIXER BOLLARD ALIGN W BLOCS C,ORAIER REUSE CONY BENCH REUSE EXIST BIKE RACK FLAG POLE FIXED NEW Wk.- BOLLARDS WALK TYARD IVII. DP 414t LAYOUT 14 IT{ ALT 1114 Existing Sidewalk TYP.- PROTECT EXISTING TREES SEE LANDSCAPE DWGS SITE LIGWINS TYP SEE EO.I LOADING 10' X 30' MINIMUM EXIST Nit ADDI710N alUatNew Building Addition 2,825 SF NEW (1,325 sf) + REPLACED (-,- _ (1,500 sf) IMPERVIOUS A' HIGH CHAIN LINK SCREENED DUMPSTER AREA 8' HIGH CHAIN LINK SCREENED DUMPSTER AREA ----► MIN, h' WI. OPENING NEW ASPHALT PAVING Alt ° ' SIPOR7r5FF%EVENT PARKING / oR FOR CONC. CONSTRUCTION 1 EXPANSION JOINTS SEE CIVIL DRWEf PARKING STALL STRIPING SEE CIVIL DR104G5 EXIST. HYDRANT Cascade View Elementary School Developed Conditions Map JOB NO. 2160786 DATE: 01/30/17 II Fir Ire 1 _3h r:SL-1T2LES(L 42: '11 Q RT(:�•) DATA SOURCES 1 REFERENCES: KING CO: STREETS, PARCELS 12116 USGS: SIM-2855 1200 6th Avenue, #1620 Seattle, WA 98101 206.267.2425 TEEL 206.267.2429 FAX www.ahbl.com PROJECT SITE FF,21 VP Kitse Counl� 4 Snohomish County O King County Pierce County imiew Qvt: Till N Qvi: Ice -contact deposits Qvr: Recessional lacustrine deposits Qal: Alluvium (Holocene) _ Cascade View Elementary School Soil Survey Section 2 Conditions and Requirements Summary Technical Information Report School Addition DWB� 2.0 Conditions and Requirements Summary 2.1 Conditions of Approval Conditions of Approval will be included in the final Technical Information Report, as required. 2.2 Core Requirements 2.2.1 CR 1 — Discharge at the Natural Location All stormwater runoff will be discharged at the natural location. In the existing conditions, stormwater runoff sheet flows towards the center of the courtyard's catch basin, STCBs 2368, which drains to an existing flow control facility. The flow control facility discharges to the city storm system within 32nd Avenue South. In the developed conditions, the roof runoff, foundation drains, and upstream flows are captured by the replaced conveyance system. The conveyance system discharges to the existing storm drain, where it continues to flow east to the existing flow control facility, and therefore continuing to discharge at its natural location. 2.2.2 CR 2 — Offsite Analysis The discharge location of the project site is from a flow control structure located at the northeast corner of the site. This structure hydraulically connects to the existing detention facility located under the entry parking lot located adjacent to the east property line, where the existing site catch basins and area drain discharge as well. In the developed condition, the storm runoff flows to the same existing structures connected to the existing detention facility; therefore, there is no change in runoff to the detention facility. This project constructs 1,325 square feet of new impervious surface area. Per Section 1.2.2 Exception Requirement 2 in the KCSWDM, the proposed project is exempt from Core Requirement #2 if the project adds Tess than 2,000 square feet of new impervious surface, and less than 3/4 acres of new pervious surface. Because the project constructs less than 2,000 square feet of new impervious surface, this project is exempt from Core Requirement #2. AHBL staff walked the downstream and field inspected the area. The downstream path was found to be well defined with no signs of erosion or sedimentation. No signs of flooding or overtopping of the downstream were observed. No downstream complaints were reported downstream of the project site. The project will not create or aggravate potential downstream problems. 2.2.3 CR 3 — Flow Control The Cascade View Elementary School is exempt from Core Requirement 3 because the project meets the basic exemption of the following: 1. Less than 5,000 square feet of new plus replaced impervious surface will be created, and 2. Less than 0.75 acre of new pervious surface will be added. This project creates 2,825 square feet of new plus replaced impervious surface area and therefore flow control is not required. See Figure 1-3b, Developed Conditions Map for areas. 2.2.4 CR 4 — Conveyance System Conveyance systems will be designed and analyzed per Chapter 4 of the KCSWDM. The conveyance system will be designed to convey the 25-year peak flow and convey as much of the Technical Information Report School Addition 2-1 DWB� 100-year peak flow to prevent erosion and flooding. Any overflow from the conveyance system will overtop the control structure and discharge to the natural location of the project site. 2.2.5 CR 5 — Erosion and Sediment Control An erosion and sediment control plan will be developed for this site in accordance with the KCSWDM and the King County Sformwater Pollution Prevention Manual (KCSPPM). The full erosion and sediment control plan will be described further in Section 8.0 and in the project plans. 2.2.6 CR 6 — Maintenance and Operations The onsite drainage facilities are privately maintained by Tukwila Public Schools. An Operations and Maintenance manual will be provided in Section 10.0. 2.2.7 CR 7 — Financial Guarantees and Liability A Bond Quantity Worksheet will be provided, if requested by the City, at building permit submittal. 2.2.8 CR 8 — Water Quality The project site is exempt from Core Requirement 8„ The project site meets the surface area exemption, Exemption 1. The project site meets the following criteria: 1. Less than 5,000 square feet of new plus replaced pollution generating impervious surface (PGIS) that is not fully dispersed will be created, and 2. Less than 0.75 acre of new pollution generating pervious surface (PGPS) that is not fully dispersed will be added. This project does not include any new or replaced pollution generating impervious area, and therefore water quality is not required. 2.2.9 CR 9 — Flow Control BMPs Flow control Best Management Practices (BMPs) will be evaluated to meet the core requirements. The project falls under the requirements for Large Lot BMP; see Section 4.0. 2.3 Special Requirements 2.3.1 SR 1 — Other Adopted Area -Specific Requirements The project site discharges to the Duwamish River approximately 1.2 miles downstream from the project site. The Duwamish River water quality holds the following status: Category 5 — 303(d) Water: - PCBs; Alpha-BHC; 4, 4' —DDE; 4, 4' —DDT; 4, 4' —DDD; PH; Temperature Category 2 Water: - Bis(2-Ethylhexyl)phthalate; Dissolved Oxygen Category 1 Water: Technical Information Report School Addition 2-2 012011 1,2-Diphenylhydrazine; 2,4-Dinitrotoluene; Anthracene; Fluorene; Ammonia-N; 2,4- Dichlorphenol; Chloride; 2,4-Dinitrophenol; Hexachlorocyclopentadiene; Chlordane; Pentachlorophenol; Dimethyl phthalate; Bis(2-chloroethyl)ether; N- Nitrosodiphenylamine; 1,2-Dichlorobenzene; 1,3-Dichlorobenzene; Mercury; Bacteria; Hexachiorobutadiene; 2,4,6 — Trichlorophenol; Nitrobenzene; 1,4- Dichlorobenzene; Hexachloroethane; 3,3' Dichlorobenzidine; Bis(2- chloroisopropyl)ether The project will not adversely affect any of the assessed issues per the Clean Water Act. 2.3.2 SR 2 — Floodplain/Floodway Delineation Flood Insurance Rate Map No. 53033C0960 F, Panel 960 of 1725, was consulted for this project and did not show any floodplains on the project site. Refer to Figure 2-1 of this section. 2.3.3 SR 3 — Flood Protection Facilities The project does not contain, will not construct, and is not adjacent to any existing flood protection facilities. 2.3.4 SR 4 — Source Controls The proposed project consists of a building addition. The KCSPPM will be referenced for source control measures in addition to erosion and sediment control measures during construction. For construction source controls, see Section 8.0, CSWPPP Analysis and Design. For post - construction source controls, see Section 10.0, Operations and Maintenance Plan. 2.3.5 SR 5 — Oil Control The project does not fit the definition of a high -use site; therefore, it is not subject to oil control requirements. Technical Information Report School Addition 2-3 OEM0 NV' CITY OF TUKWILA 530091 10 122.!6'52.• THIS AREA IS SHOWN ON MAP NUMBER 53033C0957 Project Site OF SEATAC 30320 AVENUE 30t1 22 1 7-1 .......,....... TLIKANI .A ISEATAC THIS AREA IS SHOWN ON MAP NUMBER 53033C0959 SHOWN ON THIS PANEL IS LOCATED WITHIN ,RTH, RANGE 4 EAST. SO,TH I7511i EtrKEET 34 1 4 Neit F-1 LEGEND r•LOOD H.VARD AREAS INUNDATED 1e0-YLAR ROOD .• ZONE A Nt. • ZONE AE • ZONE AN (NM deKI, cE I In I : ZONE AO I ,,,od I ,'• ..1 , :44 - oeltru09n4.1 ZONE A99 ucvn 111,11 1,40,0 80.4(47*007 ZONE V (1.801 6.4hze.1:0 ZONE VE .011 743790 .111.10. NNNNNI. 0L009,104AN AREAS IN ZONE AC OTHER F 1.00D AREAS ZONE X .4,4, 1,1 with wecag.:, tIpe, than 4.(1 tn OTHER AREAS ZONE X Am. t, tbdeid, ZONE 0 Am., MA,. 104,4 /1.7,145 UNDEVEI OPEll C0550/11. BARRIERS 1:10.,a,0 Othowi:, b+90 ribbibbmi Abu, Cbinithi MaS erlieberil !ipaiiei flobd ATETI. . germatv, IEL 131.41 fltsta X 6lb,4 Einunddry Bubb', Zbi. 0 iiobedbi, Cdualmp bibebei obi? fb.,:iblary .A.:13 Ditiordnt C.a.! Sas ,Inod Sc,..,:i41 Fla°, 1.IanKI Znans Sax,: Plod biee Env. Seo Map Ineb, tor Dbvarini: C,Ose id5con bine ea50 000.. Fee.. Ie:r.ftre ,,fte INie, int Elesnninn t:evancda Fiowrtria, /Ann. • i',12 11,it.lt,C700ctrocsr, Ras. on K...th 97°07'30", 32°22'30" 7,F1,./10.311 Cam,. n1 15)2, Prop.:dna. NOTES 490 map ote in 7.101mist5900, 2,0 6300,061 Flo,i Insurance PKuyam, na,ose.arily s.i0ie.:1 fIooding. pacicult/rly Icurn 090,00 41,in4on SWOO7 of smet, f.:ze or oil pan!rnou:,., lant.nt Sgq:clul PIood 0,:84S. • COW. bd. N0,11 8,4450ns APO,ot IIO t.ICSVD. and mouna are ft!IK..t cl wave act., the,0 tEtreer.ns may alw flow. those cv..seIoply1 ti:e 4,710707 0,.57001 9,1:c !,,r rzurfI.sne plarmip.g kre. of :twist, Ele.d me0.314 AmeK A. AF. AK AI39. MC 46. Cfmon aroas nor :rt SrAnIdl Flu.? Krtra,I AKIns tm colt, ...wt., C.f Pandways 000015 connt,t/A at ere,54 sbeti:win and Irpoipcd.pd artaa-cuP nro. sontapan. tobikkugibiubs witti tivel 70 :400:,er40072 00 t,^ ieddeibl - rno,geneb Marib.berbner lgoncy. andn,a, .ebtaib maws may be /0 AO, 10 nbaie. ,iobibvay svidtbe 010 pir,dbil in N, Rt.pete man may incorpoiato pppromnpon tona.inpn ni ribeNne 0:howieE foitl.:reil Area, osWbi5c.r1 9:1064 53 Co4s00i Eiwrier .nrmernen: Act 4I 51. npuptal :in 0 ,he alto ,L.f this :NIP- s+ould ,..orduct opp,op.t. nn,annnanv Offis . delenn., if ewperi,. clur:rti 707 F. commta,h) map ffnpn:n Obi lb wyribbnelige Popping, nd.., S.Pon iidd 0 :an SnA. ROO, ibn )114, hNe mN, fo.ace s5.,e NriN. MAP EIE.POSITORY Refer Repa,itofy Liatmo on Map Index EEFECTIVE DATE Of cc.,,L;Nronitr: FLOOD INSURANCF: RATE MAP1 SEMEMEIE.h. 010460 EI:FEC,TEvE DATEISI OF REVISIONISI ro THIS PANE.L, WV S9.9S isbdore titab 00 ONANNN ntiocri insbrAnus ibmibibibboritofe iiistaanee ur call the Panioaid G.9d 0.000,1, ,rc.g,sr. at ;,,,<I;,-..s.662!) LA41\q,, 11031111- APPROXIMATE SCAI..F. IN FEET IC(8) ,f./00 "fk 1200 6th Avenue, #1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com NATIONAL FLOOD INSURANCE PROGRAM 1' FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND . INCORPORATED AREAS. PANEL 960 OF 1725 MAK II(IK NOT ANTRO, be,brt. HIAIRER PANEL SIiM)I MAP NUMBER 53033C0960 F MAP REVISED: MAY 16,1995 1 Federal Emergency Management Agency Cascade View Elementary School Flood Insurance Rate Map if6V186.1o_ Ilif/30/17 Fig. 2-1 Section 2.0 Figures Figure 2-1 Flood Insurance Rate Map 53033C0960 F Technical Information Report School Addition 01200 1 Section 3 Offsite Analysis Technical Information Report School Addition 01200 3.0 Offsite Analysis This project is exempt from offsite analysis. Please see Section 2.2.2 for further explanation. Technical Information Report School Addition 3-1 01200 Section 4 Flow Control, Low Impact Development (LID) and Water Quality Facility Analysis and Design Technical Information Report School Addition A 1200 4.0 Flow Control, Low Impact Development (LID), and Water Quality Facility Analysis and Design 4.1 Flow Control 4.1.1 Existing Site Hydrology (Part A) The existing project site consists of a courtyard with approximately 2,750 square feet of impervious surface and 1,450 square feet of pervious surface. The storm runoff from the concrete walks, concrete swale, and landscaping sheet flows to the catch basin located at the center of the courtyard (STCB 2368). The catch basin discharges flows east in a storm pipe that eventually connects to an existing stormwater flow control facility located 75 linear feet east of the project site. The entire site connects into the same TDA, TDA 1. See Figure 4-1. 4.1.2 Developed Site Hydrology (Part B) The developed site will construct a building where the landscaped courtyard currently sits. The existing impervious and pervious surfaces within the building footprint will be demolished to accommodate the proposed design. The total developed impervious surface area is 4,200 square feet of new roof area and existing covered concrete walk. The developed site hydrology includes supporting infrastructure for the new addition; roof drains, footing drains, and storm improvements. A portion of the storm pipe in the building's footprint will be replaced with a new 12" PVC line and encased in 18" ductile iron. The building addition's roof downspouts tee into the proposed storm line. The foundation drains connect to a new catch basin. The conveyance system discharges to the existing conveyance system located east of the project area. Downstream of the project site, stormwater it is routed to the existing flow control facility, which discharges to the natural discharge point located at the public storm system serving 32nd Avenue South. The conveyance system will meet the requirements of the KCSWDM. Calculations will be provided with the building permit submittal. See Figure 4-2. 4.1.3 Performance Standards (Part C) Area -Specific Flow Control Facility Standard This project is exempt from flow control requirements; see Section 2.2.4. Flow Control BMP Requirements Flow Control BMPs are required per CR 9. The project area totals 4,200 square feet. The proposed site includes 4,200 square feet of impervious area, including new (1,325 sf) and replaced (1,500 sf) impervious areas. The project falls under the Large Lot Low Impervious BMP Requirements. Below is a summary of the Flow Control BMPs (per Section 1.2.9.2.3 of the KCSWDM) that the project reviewed for use: 1. BMP Option 1: a. Full dispersion: The project area was evaluated for full dispersion of target impervious surfaces. It was determined that full dispersion is infeasible because of no available area and the soils in the area consist of till deposits, which provide little to no potential for infiltration. 2. BMP Option 2: Technical Information Report School Addition 4-1 01200 a. Full infiltration of roof runoff: Soils are till deposits, with little to no potential for infiltration. No formal infiltration facilities are proposed. 3. BMP Option 3: a. Full Infiltration: Soils are ice -contact deposits, with little to no potential for infiltration. No formal infiltration facilities are proposed. b. Limited Infiltration: Soils are ice -contact deposits, with little to no potential for infiltration. No formal infiltration facilities are proposed. c. Bioretention: The project site was evaluated for bioretention for target impervious surfaces. It was determined that bioretention is infeasible because of a lack of usable space. To the east and west of the site, there is not enough room to provide bioretention without eliminating access walks. To the north and south of the site, there are existing buildings. d. Permeable Pavement: The project site was evaluated for permeable pavement. It was found that permeable pavement is infeasible because there is not enough area available and all surroundings areas are matching adjacent existing standard concrete. 4. BMP Option 4: a. Basic Dispersion: The project site was evaluated for basic dispersion. It was found that basic dispersion is infeasible because there is no available vegetated area for runoff to disperse to. 5. BMP Option 5: a. Reduced Impervious Surface Credit: The project site was evaluated for applying the reduced impervious surface credit. It was found that the reduced impervious surface credit is infeasible because there is no area to reduce. b. Native Growth Retention Credit: The project site was evaluated for applying the native growth retention credit. It was found that the native growth retention credit is infeasible because there is not enough site area to receive credit. The KCSWDM requires approximately 10% of the project site, 420 square feet, be retained while there is zero square feet available. However, 57% of the existing lot area is landscaping to remain. Perforated Roof Drain for Connection All roof drains are tight lined, east, to the existing flow control facility. As such, no perforated pipe connections are proposed. Conveyance System Capacity Standards The storm conveyance system will be sized to adequately convey the fully developed, 25-year storm event, as stipulated by the KCSWDM. The conveyance system is further described in Section 2.2.4. 4.1.4 Flow Control System (Part D) This project is exempt from flow control requirements; see Section 2.2.4. Technical Information Report School Addition 4-2 O1100 4.1.5 Water Quality System (Part E) This project is exempt from water quality systems; see Section 2.2.8. Technical Information Report School Addition 4-3 Section 4.0 Figures Figure 4-1 Existing Hydrology Conditions Figure 4-2 Developed Hydrology Conditions Technical Information Report Schoo' Addition 01200 pe. 4.1 H•1381 RIM=343.36 X8 PVC Ei4" PVC S. CFO CHANNEL=336 LADDER N FLO 8 1 "3;1' C1 3M1 7CCIL1M.19 . 12RiE 1^- . < ST 8" E= 7I.61R 19 it, N 6"k -4E5324 8 - V 711 /R1M=340.33 6" PVC NE E=1337.6i1 8"[PIE lE=337.41 QVC S IE=336.73 12" CPRW IE=336.73 STCB 1122.1:W=31.00 - 12" IP NE 1E33a1,95 12" IP,NE IE'=33395 012" i€,S lE=334;14 -.644.4*.or4 t-10.144.74-r- 17,41•Ni...Zial.724,AVai gaol: - 4E, Air-•=,• • 111 ---.SSMH 1118 @IV:1=341.50 8"ia8VC SE-W CENTER CI-TAN4 L=333.00 STMH 111'5 RIM=341.69" • , 3b-..-GMPWE=',1 64 12" CPP (aVERFLO E '- TOP=3 B 2368 RIM=343.69 12" PVC E IE=338.51 r PVC W lE=338.V,, .44 FF-344 1 T FF=344 1± TIN; STCB 1120 =338.92 N 12" CPP E E=3 7.67± .8" IP W lE=3 7.67 RIPtD-FotroF FLOW 12" cPP I =336.0 11 t UKW LA SCHOOL DISTRICT APN 162304-9038 . . / /////// 4 vD 2370 RIM=343. 9' VERT PVC lE=341.6 STCB 522 RIM=3 47 12" PVC N IE=336. 1_" PVC SW lE=336.27 STCB 511 RIM=34142 4" PVC)*4E=340.92 IE=340.92 EXISTING SURFACE AREAS Description Area 121 EXISTING IMPERVIOUS 0.07 El EXISTING PERVIOUS 0.03 SITE AREA (TDA A) 0.10 1200 6th Avenue, #1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com STMH 3,369 R UNABLa TO BOLT IS TRI APPROXIMATE LOCATION OF ONSITE DETENTION SYSTEM B 671 RIM=342.95 CONC N lE=337.20 CONC E IE=336.90 " ADS S lE=340.09 RECONNECT PROPOSED STORM SYSTEM TO EXISTING (7,1FLAg Project Site (TDA A) STCB 12" IP FOUND BRASS TACK IN CONC IN CASE 124 RIM=336.19 lE=334 1.4 i CB 1123 12" IP E IE. 12"CONC 12" IP W IE ( • STCB 1121 FMI=338.01 12' CPP NE (E=333.96 12" CPP W lE=333.96 /12'CPP NW11E=334.11 .7 . . 2g z SSMH 676 RIM=340.11 8" V'VC NE-S:NW NTER CHANNEL=331.7 DOER N FLOW.NE 7.7 co GRAPHIC SCALE 15 30 77: FOUNDBRASS DISK WITH PINC1t. IN CASE It STMH 12" CF ) 1 12" CF LADO 60 1" = 30 FEET Cascade View Elementary School Existing Hydrological Conditions JOB NO. 2160786 DATE: 01/26/17 Figure 4-1 ST IE E UH.1381 RIM=343.36 PVC E'4' PVC S-NJ CF2CHANNEL=336 LADDER N FLOV 'FBI) IAi • ji TMH 1382 36" CMP UPSTREAM FLOWS CONNECT TO PROPOSED STORM SYSTEM COitMN FL-W STORM DRAIN LINE I ; \,- j STCB 711 RIM=340.33 PVC NE IE=337.61 8" IP;E IE337.41 12" VC S IE=336.73 12" CPFW; IE=336.73 n -.SSMH 1118 Pvtf=341.50 —1 \ \ 8"aiVC SE-W CENTER CI -TA L=333.00 STMH 111y RIM=341.69" ' 3b"GiVIP .iE=i3e 64 12" CPP 64EAFLO1'JE TOP RI _ R - 3r44/ 'c==2 0:2404iamtaktITLETIsQ41 49• a II / 1— D 2370 RIM=34 19 VERT PVC IE=341... STCB 522 RIM=3 12" PVC N IE=336 / �" PVC SW IE=336.27 STCB 11'22-RIM=336 90 — 12" IP NE IE5333"95 12" IP.NE IE=333 95 C'12" t P=S 1g=33414 5'•N4MN ttMl• 12" CPP It=336.04 STCB 1120 RIi=338.92 N 12"CPPE E=37.67± UKWILA SCHOOL DISTRICT APN 162304-9038 STCB 511 RLM=-343.�2 �34� 4" PVC=340.92 • — bc' PPPP� � IE=340.92 i• APPROXIMATE LOCATION OF ONSITE DETENTION SYSTEM Project Site (TDA A) DEVELOPED SURFACE AREAS Description Area Unit EXISTING IMPERVIOUS 0.05 ac EJ NEW PLUS REPLACED IMPERVIOUS 0.05 ac 1200 6th Avenue, #1620 Seattle, WA 98101 206.267.2425 TEL 206.267.2429 FAX www.ahbl.com STMH 2,369 UNABLEa TO 1 BOLT IS .TR,r STCB 671 RIM=342.95 12' CONC N IE=337.20 12 CONC E IE=336.90 12" ADS S IE=340.09 STCB 1, 12"IP3 STCE 12C 12' C /12' C / I SSMH 8" bVC NTE DDE RECONNECT �- PROPOSED STORM I 0 SYSTEM TO li I I w EXISTING "' / FLAL:Y�i E I I Q I z i N M GRAPHIC SCALE 0 15 30 60 1" = 30 FEET Cascade View Elementary School Proposed Hydrological Conditions JOB NO. 2160786 DATE: 01/26/17 Figure 4-2 Section 5 Conveyance System Analysis and Design Technical Information Report School Addition 5.0 Conveyance System Analysis and Design New conveyance pipe and catch basins will be analyzed to convey the 25-year storm event and checked for adequate capacity for the 100-year storm event. No overtopping conditions are expected, and the conveyance system will meet the requirements of the KCSPPM. See the attached figures for the conveyance system analysis results. Technical Information Report School Addition 5-1 012011 Section 5.0 Figures Figure 5-1 Conveyance Basin Map (to be provided at Building Permit submittal) Figure 5-2 Summary Table (to be provided at Building Permit submittal) Figure 5-3 KCRTS Flow Calculations (to be provided at Building Permit submittal) Figure 5-4 KCBW Calculations (to be provided at Building Permit submittal) Technical Information Report School Addition Section 6 Special Reports and Studies Technical Information Report School Addition 012011 6.0 Special Reports and Studies No special reports and/or studies are provided. Technical Information Report School Addition 6-1 01200 Section 7 Other Permits Technical Information Report School Addition 01200 7.0 Other Permits The project area is Tess than 1 acre; therefore, the project does not require a National Pollution Discharge Elimination System (NPDES) Permit and Construction Stormwater General Permit from Washington State Department of Ecology. Technical Information Report School Addition 7-1 Section 8 CSWPPP Analysis and Design Technical Information Report School Addition 01200 8.0 CSWPPP Analysis and Design The proposed improvements comply with guidelines set forth in the KCSWDM and the KCSPPM. The plan will include erosion/sedimentation control features designed to prevent sediment -laden runoff from leaving the site or from adversely affecting critical water resources during construction. A draft stormwater pollution prevention and spill plan has been developed. The section will be completed for the building permit submittal. 8.1 ESC Plan Analysis and Design (Part A) The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. The following measures will be used to control sedimentation/erosion processes: • Clearing Limits: All areas to remain undisturbed during the construction of the project will be delineated prior to any site clearing or grading. • Cover Measures: Disturbed areas will be covered, as required in Section D.2.1.2 of the KCSWDM. • Construction Entrances: A stabilized construction entrance consisting of existing asphalt of the parking lot will be used by construction traffic. • Perimeter Protection: Filter fabric fencing will be provided along the eastern and southern perimeters to prevent sediment laden runoff migration from the site. • Storm Drain Inlet Protection: Filter fabric protection will be provided on all new catch basins downstream of construction activities. • Surface Water Control: Interceptor ditches and straw wattles will be used to direct runoff from construction area to a sediment trap or existing flow control facility. Temporary sedimentation trap and/or existing stormwater facility will be used to contain sediment - laden water, and to control and monitor releases from site. All stormwater will be tested for NTU levels above background NTU to determine treatment requirements prior to discharge from the site. • Dust Control: Dust control measures will be implemented when exposed soils are dry to the point that wind transport is possible and roadways, drainage ways, or surface waters are likely to be impacted. 8.1.1 ESC Maintenance All ESC measures shall be maintained and reviewed on a regular basis, as prescribed in the maintenance requirements of each BMP proposed. 8.1.2 ESC Supervisor The applicant will designate an ESC supervisor who shall be responsible for maintenance and review of ESC, and for compliance with all permit conditions relating to ESC. The ESC supervisor must be available for rapid response to ESC problems. Technical Information Report School Addition 8-1 DeJB� The ESC supervisor will review the site at least once a month during the dry season, weekly during the wet season, and within 24 hours of significant storms. The City of Tukwila may require that a written record of these reviews be kept onsite with copies submitted to City of Tukwila within 48 hours (also see Section 8.2.3 below). The City may also require that the applicant designate an ESC supervisor with demonstrated expertise in ESC to perform these reviews and to be responsible for ESC due to the sensitive areas on or within the project site. The qualifications of such a person shall include at least several years of construction supervision or inspection. 8.1.3 Documentation If City of Tukwila requires that a written record be maintained and a standard ESC Maintenance Report may be used. A copy of all required maintenance reports shall be kept onsite throughout the duration of construction. Detailed maintenance requirements for each ESC measure are provided in Section 8-2. 8.1.4 Review Timing During the wet season, weekly reviews shall be carried out every 6 to 8 calendar days. During the dry season, monthly reviews shall be carried out within 3 days of the calendar day for the last inspection (e.g., if an inspection occurred on June 6, then the next inspection must occur between July 3 and July 9). Reviews shall also take place within 24 hours of significant storms. In general, a significant storm is one with more than 0.5 inch of rain in 24 hours or less. 8.2 Stormwater Pollution Prevention and Spill (SWPPS) Plan Design (Part B) The below draft SWPPS Plan design is awaiting input from the Contractor and the Owner for specific items. An updated plan will be provided with the building permit submittal. The Stormwater Pollution Prevention and Spill (SWPPS) Plan includes three elements: a site plan, a pollution prevention report, and a spill prevention and cleanup report. This report includes identifying the expected sources of potential pollution and spills that may occur during construction, and works to develop a plan to prevent pollution and spills. It also develops a plan to mitigate spills that may occur. The SWPPS Plan will be kept onsite at all times during construction. The general contractor will be responsible to ensure that subcontractors are aware of the SWPPS Plan and a form or record will be provided stating that all subcontractors have read and agree to the SWPPS Plan. An employee training worksheet is provided for the Contractors use (see Figure 8-3). A SWPPS Site Plan will be submitted. The SWPPS Site Plan, Pollution Prevention Report, and Spill Prevention and Cleanup Report have been developed and BMPs have been selected based on Section 2.3.1.4 of the KCSWDM and the KCSPPM. (The below plan will be updated with input from the Owner and Contractor.) 8.2.1 Pollution and Spill Prevention Source Controls and BMPs The sources of pollution and spills have been identified below, and the BMPs to be used for each source for prevention of both pollution and spills have been listed below: Liquids that will be handled or stored onsite are still being assessed by the Owner. Tight -fitting lids shall be placed on all containers containing liquids. Containers shall be covered with plastic sheeting during rain events. Drip pans or absorbent materials shall be placed beneath all mounted container taps and at all potential drip and spill locations during filling and unloading of containers. Containers shall be stored such that if a container leaks or spills, the Technical Information Report School Addition 8-2 01200 contents will not be discharged, flow, or be washed into the storm drainage system, surface water, or groundwater. Appropriate spill cleanup materials shall be stored and maintained near the container storage area. Storage area shall be swept and cleaned as needed. Area shall not be hosed down such that water drains to the storm drainage system or neighboring areas. Containers shall be checked daily for leaks and spills and replaced as necessary. All spilled liquids will be collected and disposed of properly. Spill control devices shall be routinely inspected on a weekly basis. Dry pesticides and fertilizers if stored onsite shall be covered with plastic sheeting or stored in a sealed container. Materials shall be stored on pallets or another raised method to prevent contact with stormwater runoff. Alternatively, the materials shall be contained in a manner such that if the container leaks or spills, the contents will not discharge, flow, or be washed into the storm drainage system, surface waters, or groundwater. Maintenance requirements are the same as liquid materials described above. Chemicals that will be handled or stored onsite are still being assessed by the Owner. BMPs and Maintenance requirements are the same as liquids unless otherwise listed. Soil, sand, and other erodible materials shall be stored onsite as shown on TESC detail plans (to be provided). Fueling shall not occur onsite. If fueling does occur onsite, the Contractor shall develop a containment plan for spills and provide lighting and signage if fueling occurs at night in conformance with the KCSPPM. Maintenance and repair of vehicles shall not occur onsite. If maintenance or repair of vehicles does occur onsite, the Contractor shall develop a spill prevention plan in Conformance with the KCSPPM. Truck wheel washing is not expected at a large scale due to small area of disturbance for the project. All other vehicle washing shall occur in a controlled manner, such that runoff is collected and disposed of in a legal manner. Rinsing of hand tools shall occur as located on the TESC plans (to be provided with the building permit submittal). Water for washing shall be collected and disposed of in a legal manner. Contaminated soils are not expected. If encountered, contaminated soils will be covered with plastic to prevent stormwater from carrying pollutants away to surface or ground waters. Appropriate spill cleanup materials, such as brooms, dustpans, vacuum sweepers, etc., shall be stored and maintained near the storage area. Storage area shall be swept and cleaned as needed. Area shall not be hosed down such that water drains to the storm drainage system, groundwater, surface water, or neighboring areas. During concrete and asphalt construction, the Contractor shall provide the following BMPs or equivalent measures, methods or practices as required: 1. Drip pans, ground cloths, heavy cardboard or plywood wherever concrete, asphalt and asphalt emulsion chunks and drips are likely to fall unintentionally, such as beneath extraction points from mixing equipment. 2. Storm drain inlet protection is being provided as shown on TESC plans (to be provided). Storm drains shall be covered to prevent concrete and asphalt from entering the storm system. Technical Information Report School Addition 8-3 01200 3. Concrete, concrete slurry and rinse water shall be contained and collected and shall not be washed or allowed to discharge into storm drain, ditch, or neighboring parcels. All collected runoff shall be properly disposed of. 4. Contractor shall designate an area where application and mixing equipment cleaning will be conducted. Rinse water and slurry shall be collected, contained, and disposed of in a legal manner. 5. Routine maintenance: the pouring area shall be swept at the end of each day or more frequently if needed. Loose aggregate chunks and dust shall be collected. Areas shall not be hosed down. The Contractor may provide the following optional BMPs if the above do not provide adequate source controls: 1. Cover portable mixing equipment with an awning or plastic sheeting to prevent contact with rainfall. 2. Provide catch basin inserts configured for pollutant removal. pH elevated water shall not be discharged from the site. Contractor shall monitor stormwater for pH prior to discharging from the site. Contractor shall implement a pH treatment plan if pH is not within the natural range. 8.2.2 Responsible Personnel and Contact Information [name] with [company' shall be responsible for pollution and spill prevention and cleanup and can be contacted at [phone] or _[email]_. Contractor shall fill out the attached Pollution Prevention Team Worksheet (see Figure 8-3). 8.2.3 Pollution and Spill Prevention Worksheets Pollution prevention, BMP implementation reports, material inventory worksheets, pollutant source identification worksheet, and spill/leak report may be found attached as Figure 8-3. 8.2.4 Disposal Methods Contractor shall dispose of contaminated soils and water in a legal manner. Options include the following: Technical Information Report. School Addition 8-4 A WB� Section 8.0 Figures Figure 8-1 ESC and SWPPS Measures (to be included) Figure 8-2 ESC Maintenance Report (to be included) Figure 8-3 Pollution Prevention Inspection Reports, Spill Prevention Monitoring, and Spill Incident Reports (to be included) Technical Information Report School Addition Section 9 Bond Quantities, Facility Summaries, and Declaration of Covenant Technical Information Report School Add6tion 01200 9.0 Bond Quantities, Facility Summaries, and Declaration of Covenant A Bond Quantity Worksheet will be provided, if requested by the City. Technical Information Report School Addition 9-1 Section 9.0 Figures - Figures to be provided, if required. Technical Information Report School Addition A pep I 1 1 1 1 1 Section 10 Operations and Maintenance Plan Technical Information Report School Addition 10.0 Operations and Maintenance Plan The drainage facilities detailed in this report will be privately owned and maintained. 10.1 Facility Descriptions Conveyance Systems The relocated storm system will transport stormwater runoff from redeveloped portion of the property to the existing conveyance system and existing flow control facility, then to the downstream system within 32nd AVE South. To work properly, pipes must be kept free of silt and other debris. 10.2 Maintenance Tasks A Storm Facility Maintenance Checklist Worksheet will be provided. 10.3 Maintenance Requirements A copy of the Maintenance Requirements for Flow Control, Conveyance, and WQ Facilities will be provided. Technical Information Report School Addition 10-1 01200 Section 10.0 Figures - Figures to be provided Technical Information Report School Addition MOO Section 11 Conclusion Technical Information Report School Addition 11.0 Conclusion The proposed site improvements have been designed to meet the 2016 KCSWDM as adopted by the City of Tukwila. The stormwater management facilities have been designed to provide the following: • Flow Control BMPs for LID have been assessed for applying to the project site if feasible. • Relocated storm system will be designed to convey the 25-year peak Clow and convey as much of the 100-year peak flow to prevent erosion and flooding. The design and calculations for the conveyance system will be included in Section 5.0 with the building permit submittal. This analysis is based on data and records either supplied to or obtained by AHBL. These documents are referenced within the text of the analysis. The analysis has been prepared utilizing procedures and practices within the standard accepted practices of the industry. We conclude that this project, as schematically represented, will not create any new problems within the downstream drainage system. This project will not noticeably aggravate any existing downstream problems relative to either water quality or quantity. AHBL, Inc. Lauren Lovatt, EIT Project Engineer LL/DT/ January 2017 Technical Information Report School Addition 11-1 O www.ahbl.com TACOMA SEATTLE SPOKANE TRI-CITIES 2215 North 30th Street 1200 6th Avenue 827 West First Avenue 9825 Sandifur Parkway Suite 300 Suite 1620 Suite 301 Suite A Tacoma, WA 98403-3350 Seattle, WA 98101-3117 Spokane, WA 99201-0518 Pasco, WA 99301-6738 253.383.2422 ra 206.267.2425 m. 509.252.5019 TEL 509.380.5883 Tel 253.383.2572 FAX 206.267.2429 Fax 509.315.8862 FAT 509.380.5885 FA)( January 30, 2017 Ms. Minnie Dhaliwal, Planning Supervisor City of Tukwila Department of Community Development 6400 Southcenter Boulevard Civil Engineers Tukwila, WA 98188 Structural Engineers Project: Cascade View Elementary School Renovations, AHBL No. 2160862.30 Subject: Application for Conditional Use Permit Landscape Architects Dear Minnie: Community Planners Please find enclosed Tukwila School District's application for a Conditional Use Permit (CUP) for Renovations to Cascade View Elementary School. Also enclosed are the following: Land Surveyors • CUP Application Checklist Neighbors • CUP Application Form (5 copies) • Plan Set (5 copies) including: o Site Plan o Survey o Building Elevations o Floor Plan o Roof Plan o Civil Plans • Set of plans reduced to 11-inch by 17-inch • Affidavit of Ownership and Hold Harmless Permission to Enter Property • Tukwila School District SEPA Lead Agency Letter • Technical Information Report (TIR) • Mailing labels for properties within 500 feet and map showing 500-foot buffer Project Description Tukwila School District is proposing a building addition to Cascade View Elementary School, located at 13525 32nd Ave S., Tukwila, Washington, on King County Tax Parcel No. 1623049038. The site is 286,625 square feet (6.58 acres) and currently operates as an Elementary School. The existing school building is 56,593 square feet in size and comprises five separate wings, referred to as Buildings A through E. TACOMA 2215 North 30th Street RECEIV �e �'' Tacoma, WA 98403-3350 JAN 30 31/832422 rE� Community/WW.ahbl.COm Development Ms. Minnie Dhaliwal, Planning Supervisor January 30, 2017 2160862.30 Page 2 of 3 The proposal is for a new one-story, multipurpose cafeteria expansion, totaling 2,257 square feet of new gross floor area to be added to Building B in the courtyard it shares with Building A. An enlarged chair storage room and an outdoor walk-in freezer room will also be added at Building B. New office space and reconfiguration of the reception counter at Building A and replacement of the existing roof and the existing flooring at Buildings A, B, C, D, and E will also be included. Miscellaneous site improvements include adding a new outdoor generator, site fencing, security gates, and sidewalk repair. No parking or landscaping changes to the site are proposed. Gates and card readers will be upgraded. There will be no additional staff or increase in student enrollment as a result of the project. Conditional Use Criteria The property is zoned Low Density Residential (LDR). Per Table 18-6 of the Tukwila Municipal Code (TMC), schools are permitted in the LDR zone with a CUP. Responses below show consistency with the criteria for a CUP, as required per 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. The purpose of a CUP is to allow uses that may not be appropriate within a given zoning district, but may be permitted subject to conditions and mitigation measures that protect health, safety, and welfare, and ensure compatibility with surrounding uses. The building expansion to Cascade View Elementary School does not adversely affect health, safety, and welfare, nor does it present an incompatible use. The use of the building as a school will remain unchanged. The additions are proposed to better serve the students by maintaining and repairing the educational facilities and allowing for greater seating area in the cafeteria to reduce the number of staggered lunch times throughout the day. The improvements will not substantially alter the function of the site, and the building size increase is minimal. No site changes such as landscaping or parking are proposed, and the project is not expected to generate any adverse effects on the property or adjacent uses. 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. The proposal will not reduce any onsite landscaping or parking. The building height and setbacks conform to City code and will remain unchanged. The additions to the building footprint are relatively minor, as they will add 2,257 square feet to the existing 28,850 square feet of floor area. Fencing improvements will fully enclose the site and will not interfere with the existing pedestrian path located along the frontage. 3. The proposed development shall be compatible generally with the surrounding land uses. The project site is surrounded by single-family residential to the north, east, and west. In general, most elementary schools are located within residential neighborhoods to best serve the children living in the area. The south end of the site is a ball field, bordered by a large church property and cemetery. The existing fence at the west end of the property, which separates the school from neighboring properties, will be repaired. ©W Ms. Minnie Dhaliwal, Planning Supervisor January 30, 2017 2160862.30 Page 3 of 3 The expansion to the cafeteria will be for additional lunch seating plus a new kitchen storage area and office uses. The expansion will extend into an interior courtyard of the site, and will be not be discernable from neighboring properties. The expansion will not create any nuisances to adjacent properties such as noise, light, or odor. 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. Cascade View Elementary is within a residential area and is a central part of the neighborhood character. According to the Tukwila Comprehensive Plan, the LDR land use designation is primarily characterized for single-family residential structures, as well as education and institutional uses. The proposed use is consistent with the purpose of the LDR zone. With the proposed building addition, the school will remain consistent with the goals and policies of the Residential Neighborhoods Element of the Comprehensive Plan, such as neighborhood quality (Goal 7.2) and educational attainment (Goal 7.3). The proposal will also not cause any undue noise impacts (Goal 7.8), as the new cafeteria expansion will be used for storage and office space. The Comprehensive Plan's Capital Facilities Chapter requires adequate public facilities to service development in the City, which would include facilities for public schools. The proposed expansion is intended to improve the operations of Cascade View Elementary. The Tukwila Comprehensive Plan calls for growth, and as Tukwila schools modernize and expand, expansions such as the one proposed are needed to support students, staff, and faculty. 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. The existing use of the site as a school, as well as enrollment or capacity, will not change with this proposal. No adverse impacts on the area are expected to occur. Thank you for your review of the associated CUP application. If you have any questions, please call me at (253) 383-2422. Sincerely, Lisa Klein, AICP Associate Principal LK/CP/Isk Enclosures c: Jeff Feeney, KMB Architects Dr. Judith Berry, Tukwila School District Alexander Clark, Rollunda Architects Q:\2016\2160862\WORDPROC\Letters\20170130 Ltr (CUP_DR App) 2160862.30.docx ODOM JOB NO. 2160832.30 01/30/2017 500 Foot Buffer Map WilbLoom\data\p►ol.ot.\201e\21e05e7\30_pin\worxrng_n«\w+eno notkIng\othr\vldnfy map.dwg Cascade View Elementary Properties Within 500 Feet JAN 30 2011 Community Development AI "MI 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX THIS EXHIBIT HAS BEEN PREPARED 70 ASSIST IN THE INTERPRETATION OF THE ACCOAPANNTNG LEGAL DESCRIPTION. IF THERE IS A CONFLICT BETWEEN 1HE WRITTEN LEGAL DESCRIPTION AND THIS SKETCH, THE LEGAL DESCRIPTION SHALL PREVAIL SUBMITTA TRANSMITTAL TO: Minnie Dhaliwal, Planning Supervisor City of Tukwila FROM: Lisa Klein, Associate Principal PURPOSE: For your review/comment DATE: PROJECT NO.: PROJECT NAME: SUBJECT: VIA: January 30, 2017 2160862.30 Cascade View Elementary Renovations Conditional Use Permit Application Submittal Hand Delivered by AHBL DESCRIPTION OF CONTENTS: COPIES Notes. DESCRIPTION 1 2 3 4 5 5 Cover letter with project description and consistency with CUP criteria X 1 CUP Application Checklist X 5 CUP Application Forms X 1 SEPA Lead Agency Letter X 5 24" X 36" Drawing Sets with cover sheet, site plan and exterior elevations, demo plans, and floor/ceiling plans X 1 Set of plans reduced to 11" X 17" X 1 Notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property X 1 Technical Information Report (TIR) X 1 500 ft. mailing labels and map showing properties within 500 ft. buffer. X 1. No exceptions taken REMARKS: 1. Listed above are the required submittal items for the Conditional Use Permit application for your review. 2. Application will be paid by check. 2. Rejected -see remarks 3. Submit specified item 4. Revise & resubmit 5. Furnish as corrected Corrections or comments made on the shop drawings during this review do not relieve the Contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The Contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication process and techniques of construction; coordinating their work with that of all other trades, and performing their work in a safe and satisfactory manner. DATE: 01/30/2017 BY: Colin Poff, Project Planner PRINTED NAME AND TITLE RECEIVED JAN 30 2017 Community Development Page 1 of 2 °Qti"J Fir F ® TACOMA 0 SEATTLE 0 SPOKANE 0 TRI-CITIES 2215 North 3011Street, Suite 300 12006h Avenue, Suite 1620 827 West First Avenue, Suite 301 9825 Sandifur Parkway, Suite A Tacoma, WA 98403-3350 Seattle, WA 98101-3117 Spokane, WA 99201-3912 Pasco, WA99301-6738 253.383.2422 TEL 206.267.2425 TEL 509.7525019 TEL 509.3805883 TEL C: Q:\2016\2160359\30_PLN\Working_Files\Draft PPUD Narrative\20160831 Transmittal 2160359.docx Submittal Transmittal Cascade View Elementary Renovations 2160862.30 January 30, 2017 Page 2 of 2 R ©B 0 SUBMITTALTRANSMITTA DWD� TO: Minnie Dhaliwal, Planning Supervisor DATE: February 2, 2017 City of Tukwila PROJECT NO.: 2160862.30, 216566.30 PROJECT NAME: , Cascade View Elementary Renovations and Tukwila School District Transportation Building FROM: Colin Poff, Project Planner SUBJECT: Additional Submittals for Conditional Use PURPOSE: For your review/comment Permit Applications VIA: Mail DESCRIPTION OF CONTENTS: COPIES Notes. DESCRIPTION 1 2 3 4 5 1 Technical Information Report for Cascade View Elementary School Renovations X 1 Technical Information Report for Tukwila School District Transportation Building X 2 Final Geotechnical Evaluation for Tukwila School District Transportation Building X . No exceptions taken REMARKS: 2. Rejected -see remarks 3. Submit specified item 4. Revise & resubmit 1. Please add these documents to their appropriate CUP application files. 5. Furnish as corrected Corrections or comments made on the shop drawings during this review do not relieve the Contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The Contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication process and techniques of construction; coordinating their work with that of all other trades, and performing their work in a safe and satisfactory manner. DATE: 02/01/2017 BY: Colin Poff, Project Planner PRINTED NAME AND TITLE ❑ ® 0 ❑ 2215 North 30" Street, Suite 300 1200 6t, Avenue, Suite 1620 827 West First Avenue, Suite 301 9825 Sandifur Parkway, Suite A Tacoma, WA 98403-3350 Seattle, WA 98101-3117 Spokane, WA 99201-3912 Pasco,WA99301-6738 253.383.2422 206.267.2425 509.2523019 509.380.5883 C: Q:\2016\2160359\30_PLN\Working_Files\Draft PPUD Narrative\20160831 Transmittal 2160359.docx Page 1 of 1 0400 City of Tukwila Department of Community Development File Number L,17-0008 LAND USE PERMIT ROUTING FORM TO: d Building d Planning d Public Works d Fire Dept. Police Dept. IEII Parks/Rec Project: Cascade View Elementary- Conditional Use Permit Address: 13601 32nd Ave S Date transmitted: 2/9/2017 Response requested by: 2/23/17 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.) Plan check date: Comments Update date: 2- -�! f - � 7 prepared by: fl Tukwila SCHOOL DISTRICT December 6, 2016 a world of possibility 4640 S. 144th St. Tukwila, WA 98168 1 (206) 901-8000 1 tukwilaschools.org Jack Pace, DCD Director City of Tukwila Department of Community Development 6300 South Center Blvd. Tukwila, WA 98188 RE: Tukwila School District Cascade View Elementary Modernization SEPA Lead Agency Notice Dear Jack: This letter is to inform you that the Tukwila School District will be acting as SEPA lead agency for review of the above referenced project, as provided by the Washington Administrative Code (WAC) 197-11-926. The WAC grants authority to subdivisions of the state, including school districts, to assume lead agency status for projects implemented by the district. In accordance with the requirements of the State statute, the school district has adopted policies and procedures governing the SEPA process for district projects. The district has reviewed the project and determined that it is categorically exempt from SEPA environmental review. The project falls under a SEPA exemption listed in WAC 197-11- 800(1)(b)(iv) which includes "The construction of an office, school, commercial, recreational, service or storage building with 4,000 square feet of gross floor area, and with associated parking facilities designed for twenty automobiles..." The expansion area of the project will be considerably Tess than 4,000 square feet. Our project team is available to answer any questions that may arise. If you have any questions, or if we can be of any assistance, please contact Lisa Klein of AHBL at253-383-2422. Sincerely, Dr. Judith K. Ber Deputy Superinte ident RECEIVED JAN 30 2017 Community Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON 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. 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 _13601 32nd Ave S. Tukwila, WA 98168_ 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 ss Tukwila (city), V✓ '" (state), on a/A. t/M." 04-4.1 , 20 Judith K. Berry (Print Name) 4640 S. 144th St., Tukwila, WA 98168 (Address) 206-901-8003 On this day personally appeared before me 1I .- ^ ?` « i' f 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 THIS 20 _ Notary Public State of Washingt Al KIM MENDOZ My Appointment Expires Jun on A 15. 2017 r,20 I7 NOTARY PUBI, in -and or the State of Washingson residing at �(- n �1U :. +is- _ov' RECEIVED JAN 30 2011 Community Development My Commission expires on l \ dtystorel City Common\ Teri - DCD\ Kirby 2016Applicationsl Conditional Use Permit -March 2016.docx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 INFOR CONDITIONAL USE PERMIT ATION The Conditional Use Permit provides approval procedures for unusual or unique types of land uses that, due to their nature, require special consideration of their impact on the neighborhood and land uses in the vicinity (TMC 18.64.010). Shoreline Conditional Uses (TMC 18.44.050) shall be processed in accordance with the Shoreline regulations and the Conditional Use Permits Chapter of the Tukwila Municipal Code. REQUIREMENTS: A Conditional Use Permit is required for all land uses listed as Conditional Uses in the various Zoning Districts. PROCEDURES: At the time you submit your application you must have all of the items listed on the attached "Complete Application Checklist." You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre -application meeting or at the time of application submittal. Within 28 days of receiving your application, City staff will determine if it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. A project's hearing date is determined when all application materials have been submitted and development issues defined with staff. Staff will review the application, meet with you as needed, and formulate a recommendation to the Hearing Examiner. The Hearing Examiner will approve, deny or conditionally approve a development based on review criteria in the application forms. Other associated Planning Permits and Environmental Reviews shall be addressed and resolved during the complete application phase. All permits related to the project must be addressed in a comprehensive manner at the Public Hearing. Please note that an environmental "Determination" must be issued by the City prior to the Planning Commission's Public Hearing. EXPIRATION: A Conditional Use Permit shall automatically expire one year from the date it is approved, unless a Building Permit is obtained. A longer expiration period may be authorized by the Planning Commission, as appropriate (TMC 18.64.060). \ \ atystore\ City Common\ Teri - DCD\ Kirby\ 2016 Applications\ Conditional Use Permit -March 2016.docx RECEIVED JAN 30 2017 Community Development COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as neededto establish consistency with development standards. City staff is available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". V.' 4. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 5. Application Fee: See Land Use Fee Schedule online. nil; 6. SEPA Environmental Checklist (see SEPA Application Packet). PUBLIC NOTICE MATERIALS: 7. Payment of notice board fee (SeeLand Use Fee scheme) to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). • a1 8. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 fed of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee 9. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. \ \ atystore\ City Common\ Teri - DCD\ Kirby\ 2016 Applications\ Conditional Use Permit -March 2016.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning PROPERTY INFORMATION: /\,/ /A 10. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). A,/? 11. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. PROJECT DESCRIPTION AND ANALYSIS: 12. A written discussion of project consistency with decision criteria. (See Application) This is your opportunity to highlight the features of your project. /\,.k 13. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. SITE PLAN: • 14. (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36". (b) Existing and proposed building footprints. (c) Dash in required setback distances from all parcel lot lines. (d) Fire access lanes and turn-arounds per Fire Department standards. (e) Parking lots with dimensioned stalls and drive aisles. I (f) Loading and service areas. (g) Fences, rockeries and retaining walls. (h) Pedestrian connections between the building entrance(s) and the sidewalk/public street. i (i) Vicinity Map with site location; does not have to be to scale. LANDSCAPE PLAN: i'v/i% 15. (a) Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36". i (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: 16. (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36". i (b) Location of all required sensitive area buffers, setbacks tracts and 'rotection measures. I { (c) Show all trees over 4" caliper, indicating those to be retained. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Proposed lot and tract lines. \ \ citystore\ City Common\ Teri - DCD\ Kirby\ 2016 Appl ications\ Conditional Use Permit -March 2016.docx Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning CIVIL PLANS (If any site changes are proposed): v 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36". 1 (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. Contact Public Works for further information. (c) Existing (dashed) and proposed (solid) topography at 2' intervals. 1 (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity talcs, invert depth, valve locations or the like are needed. (f) If additional impervious surface is proposed provide a storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Ca11 out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to PERMIT CENTER. (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. (j) Show planned access to lots, driveways, fire access lanes and turn-arounds. OTHER: . 18. If new construction is proposed provide dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. A 1/ \ 19. If site lighting changes are proposed provide a luminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot-candles), and measures to shield adjacent properties from glare. .11.1 20. All existing and proposed signage with sign designs and locations. 4'7 21. A rendering or photo montage is suggested. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). Al /,1 22. Any other drawings or materials needed to explain your proposal. \ \ atystore\ City Common\ Teri -DCD\ Kirby\ 2016 Applications\ Conditional Use Permit -March 2016.dorac 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: (ice _C Application Complete Date: Project File Number: %� — OU Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Cascade View Elementary School Renovations BRIEF DESCRIPTION OF PROJECT : 2,257 sf expansion to existing one story multi -purpose cafeteria 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. 13601 32nd Ave S, Tukwila, WA 98168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 1623049038 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, R ECE 9 V E D • has full responsibility for identifying and satisfying all relevant and sometimes overlapping developt 3 0 2ot1 standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Community Development Name: Lisa Klein, AICP Address: 2215 N 30th St. Tacoma, WA 98403 Phone: (253) 383-2422 FAX: E-mail: Iklein@ahbl.com Signature: /%d Date: 01/30/2017 \ \ atystore\ City Common\ Teri - DCD\ Kirby\ 2016Applications\ Conditional Use Permit -March 2016.docx ABBREVIATIONS TUKWILA PUBLIC SCHOOLS CASCADE VIEW ELEMENTARY GENERAL NOTES AFF APPROX ARCH BLDG BLKG BO CJ CL CLR COL CONC CONT 0 DEMO DTL DIA DIM DN DS DWG (E), EXIST EJ EL ELEC EQ EQUIP ECIO FIN FO FOIC FT GA GALV GWB GYP BD HORIZ HR HT HVAC ID INSUL ABOVE FINISHED FLOOR APPROXIMATE ARCHITECTURAL BUILDING BLOCKING BOTTOM OF CONTROL JOINT CENTERLINE CLEAR COLUMN CONCRETE CONTINUOUS, CONTINUE DEEP, DEPTH DEMOLISH. DEMOLITION DETAIL DIAMETER DIMENSION DOWN DOWNSPOUT DRAWING EAST EXISTING EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL EQUAL EQUIPMENT GAGE, GAUGE GALVANIZED GYPSUM WALL BOARD GYPSUM BOARD HIGH HORIZONTAL HOUR HEIGHT HEATING, VENTILATING, AND AIR CONDITIONING INSIDE DIAMETER INSULATE, INSULATION LONG MAX MECH MEZZ MFR MIN MISC MIL NIC NO NTS OC OH OD OPNG OPP ORD PERP PLYWD PL PR PT R RD REINF REOD REV RM FURNISHED BY CONTRACTOR/ RO INSTALLED BY OWNER S FINISH, FINISHED SHT FACE OF SHTHG FURNISHED BY OWNER/ SIM INSTALLED BY CONTRACTOR SPEC FOOT. FEET SQ SS STL STOR STRUCT SUSP T&G TO TYP MAXIMUM MECHANICAL MEZZANINE MANUFACTURE. MANUFACTURE MINIMUM, MINUTE MISCELLANEOUS METAL NORTH NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OVERHEAD OUTSIDE DIAMETER OPENING OPPOSITE OVERFLOW ROOF DRAIN PERPENDICULAR PLYWOOD PROPERTY LINE PAIR PAINT, POINT, PRESSURE TREATED RADIUS, RISER ROOF DRAIN, ROAD REINFORCED, REINFORCING REQUIREO REVISED, REVISION ROOM ROUGH OPENING SOUTH SHEET SHEATHING SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED TONGUE AND GROOVE TOP OF TYPICAL UON UNLESS OTHERWISE NOTED VERT VERTICAL W 18I W/0 WD REFERENCE SYMBOLS BUILDING SECTION INDICATOR SECTION INDICATOR Vir SECTION DETAIL INDICATOR DRAWING REVISION INDICATOR xX-XX'_ xxxxxxX ELEVATION INDICATOR MATCH LINE SEE SHEET AXXX MATCHLINE INDICATOR WEST, WIDE WITH WITHOUT WOOD ENLARGED DETAIL INDICATOR COLUMN GRIDLINE INDICATOR r:x FLAGNOTE 1. DRAWINGS. THE DRAWINGS ARE INTENDED TO DESCRIBE THE OVERALL SCOPE OF WORK. CONTRACTORS SHALL FIELD VERIFY EXISTING CONDITIONS AND ALERT THE ARCHITECT TO ANY CONFLICTS BEFORE BEGINNING WORK. 2. (E) OR 'EXIST.) INDICATES EXISTING CONDITION, DIMENSION OR DATUM. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON PROJECT PRIOR TO COMMENCEMENT OF WORK. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH DRAWINGS. 4. CONTRACTOR TO VERIFY ALL DIMENSIONS, PROPERTY LINES, MEASUREMENTS AND CONDITIONS IN THE FIELD BEFORE BEGINNING WORK. ANY DISCREPANCIES, ERRORS OR OMISSIONS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 5. TYPICAL WALL SECTIONS, FINISHES, AND DETAILS ARE NOT INDICATED EVERYWHERE THEY OCCUR ON PLANS, ELEVATIONS, AND SECTIONS. REFER TO DETAILED DRAWINGS. CONTRACTOR TO PROVIDE AS IF DRAWN IN FULL. 6. DETAILED AND/OR LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER GENERAL AND SMALLER SCALE DRAWINGS. 7. GENERALLY PLAN DIMENSIONS SHOWN ARE TO FINISH OPENING, FACE OF CONCRETE, FACE OF STUD AND FINISH FACE OF WALL, UNLESS NOTED OTHERWISE. 8. UNLESS OTHERWISE NOTED, ALL ANGLES TO BE RIGHT ANGLES. ALL LINES WHICH APPEAR PARALLEL ARE TO BE PARALLEL, AND ALL ITEMS WHICH APPEAR CENTERED ARE TO BE CENTERED. CONTRACTOR TO BE RESPONSIBLE FOR MAINTAINING ALL LINES TRUE, LEVEL. PLUMB, AND SQUARE. 9. NOTHING IN THE DRAWINGS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION IN VIOLATION OF APPLICABLE CODES. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES. REGULATIONS, RESTRICTIONS, REQUIREMENTS, AND CODES OF THE GOVERNING JURISDICTIONS. 10. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR THE EQUIPMENT. 11. ALL ATTACHMENTS. CONNECTIONS, AND FASTENINGS OF ANY NATURE ARE TO BE PROPERLY AND PERMANENTLY SECURED IN CONFORMANCE WITH THE BEST PRACTICES OF THE BUILDING INDUSTRY. DRAWINGS SHOW ONLY SPECIAL REQUIREMENTS TO ASSIST THE CONTRACTOR AND DO NOT SHOW EVERY DETAIL. 12. CAULKING AND SEALANTS. USE PRIMERS AS REQUIRED BY MANUFACTURER. BACKING RODS OR TAPE AS RECOMMENDED BY MANUFACTURER AND PER SPECIFICATIONS. 13. VAPOR BARRIERS. CONTINUOUS AND APPROVED VAPOR BARRIERS SHALL BE INSTALLED ON THE HEATED SIDE OF ALL THERMAL INSULATION INSTALLED AS INDICATED. SEAL ALL EDGES. 14. CONTRACTOR AT BEGINNING OF WORK TO FLUSH ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER. AT CONCLUSION OF WORK CONTRACTOR TO TEST ALL ROOF DRAINS TO CONFIRM IN WORKING ORDER AND TIGHT LINES THROUGHOUT BUILDING AND PROVIDE CONFIRMATION REPORT TO OWNER. 15. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES AND PROTECT AS REQUIRED PRIOR TO COMMENCEMENT OF WORK. 16. CONTRACTOR TO COORDINATE ALL OPERATIONS WITH OWNER, INCLUDING: SITE ACCESS, MATERIALS STORAGE, AND STAGING, INTERRUPTION OF ELECTRICAL AND MECHANICAL SERVICES AND TIMING OF NOISY AND DISRUPTIVE OPERATIONS. CONTRACTOR TO VERIFY SEQUENCE OF WORK WITH OWNER. 17. CONTRACTOR SHALL COORDINATE WITH FACILITIES FOR REMOVAL OF ROOFTOP MOUNTED EQUIPMENT AS NEEDED FOR CURB AND FLASHING INSTALLATION, AND RE -ROOFING 18. CONTRACTOR TO PROTECT EXISTING FURNISHINGS, FIXTURES, EQUIPMENT AND LANDSCAPING FROM DAMAGE. CONTRACTOR TO REPLACE IN KIND ANY SUCH ITEMS DAMAGED. 19. CONTRACTOR SHALL PROTECT ALL ROOF OPENINGS FROM WATER PENETRATION DURING CONSTRUCTION. 20. CONTRACTOR SHALL MAINTAIN CURRENT RECORD DRAWINGS FOR ARCHITECT'S PERIODIC REVIEW. 21. AS BUILT DRAWINGS ARE BASED ON RECORD DRAWINGS AND MAY BE INCLUDED FOR REFERENCE AS TO THE SCOPE OF WORK ONLY. CONTRACTOR SHALL VISIT SITE PRIOR TO BID, EXAMINE EXISTING CONDITIONS AND INCLUDE ALL DEMOLITION REQUIREMENTS FOR THE SCOPE OF THE PROJECT IN THE CONTRACT SUM. NO ADDITIONAL PAYMENTS WILL BE MADE FOR FAILURE TO OBTAIN ALL REQUIRED INFORMATION AND MAKE KNOWN ANY INACCURACIES, LOCATION MAP SCALE: N.T.S. SCOPE OF WORK OVERALL SCOPE: NEW ONE STORY MULTI -PURPOSE CAFETERIA EXPANSION, ENLARGED CHAIR STORAGE ROOM, ADD OUTDOOR WALK-IN FREEZER AT BUILDING B. ADD OFFICE AND RECONFIGURE RECEPTION COUNTER AT BUILDING A. REPLACE EXISTING ROOF AND UPDATE EXISTING FLOORING AT BUILDINGS A, B, C, D, AND E. MISC SITE IMPROVEMENTS INCLUDING ADDING OUTDOOR GENERATOR, SITE FENCING & SECURITY GATES, REPAIRING SIDEWALK. FIRE PROTECTION NOTES 1. REVISE / EXTEND THE BUILDING AUTOMATIC SPRINKLER AND FIRE ALARM SYSTEM AS NECESSARY TO PROVIDE COMPLETE AND CONTINUOUS PROTECTION. 2. PROVIDE A CLASS 2A FIRE EXTINGUISHER FOR EVERY 6,000 SF OF LIGHT HAZARD OCCUPANCY. VERIFY THAT ALL PORTIONS OF THE BUILDING ARE WITHIN 75 FEET TRAVEL OF A FIRE EXTINGUISHER. 3. EXISTING FIRE PROTECTION SYSTEM AND FEATURES AFFECTED BY THE CURRENT WORK SHALL BE RESTORED TO THE EXISTING LEVEL OF PROTECTION. PROJECT TEAM OWNER TUKWILA SCHOOL DISTRICT 4640 S 144TH STREET, TUKWILA WA 98168 CONTACT: JEFF FEENEY. PROJECT MANAGER TEL (206) 979.9370 ARCHITECT ROLLUDA ARCHITECTS 105 S MAIN ST, SUITE 323, SEATTLE WA, 98104 CONTACT: ALEX CLARK ALEX.CLARK@ROLLUDAARCH ITECTS.COM TEL (206) 624.4222 FAX: (206) 624-4226 CIVIL AHBLINC CONSULTANT 1200 6T11 AVENUE, SUITE 1620, SEATTLE WA 98101 CONTACT: CHARUE PALMER, DOUG TAFF CPALMER@AHBL.COM TEL: (206) 267-2425 FAX: (206) 267-2429 PROJECT CODE INFORMATION SITE ADDRESS: 13525 32ND AVE S 98168 PARCEL NUMBER: 162304-9038 LEGAL DESCRIPTION: POR OF SE 1/4 OF SEC 16-23-4-BEG 30 FT W OF NE COR TH N 89-52-58 W 519,63 FT TH SLY TO PT ON W EXT OF N LN OF JORGENSENS ADD SD PT BEING 5 87-53-30 W 535.10 FT W OF E LN OF SUBD THE ALG EXTND LN & N LN OF SD PLAT TO NE COR OF PLAT TH S ALG E LN LOT 1 60 FT TH E 30 FT TH N PLW E LN OF SUBD 172 FT TH E 120 FT TH N TO BEG & VAC POR OF JORGENSENS ADD & BEG 663.42 FT S OF NE COR OF NE 1/4 OF SE 1/4 TH N TO S LN OF JORGENSENS ADD TH W FOL S LN OF SD PLAT TO SW COR OF LOT 5 TH S 02-51-51 W 69.68 FT TH S 01-40-11 W TO PT N 89-52-59 W OF BEG TH S 89-52-59 E TO BEG JURIDICTION: CITY OF TUKWILA APPLICABLE CODES: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL PLUMBING CODE AND ALL RELATED STANDARDS AND STATE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE ZONING DESIGNATION: LDR CONSTRUCTION TYPE: V-A WITH ONE HOUR EXTERIOR WALL ASSEMBLY PER IBC SECTION 602 OCCUPANCY TYPE: BUILDING A: ADMINISTRATIVE OFFICES AND ESOL CLASSROOM. EXISTING FLOORING TO BE REPLACED THROUGHOUT. REPLACE ROOF AND RECONFIGURE OFFICE RECEPTION AREA. BUILDING CLASSIFIED AS GROUP B AND GROUP E FOR CLASSROOM. BUILDING B: EXISTING BUILDING CONSISTS OF GYMNASIUM, MULTI -PURPOSE ROOM WITH RESTROOMS, AND KITCHEN, NEW WORK CONSISTS OF REPLACING ROOF. EXPANSION OF MULTI -PURPOSE SPACE WITH ONE HOUR RATED EXTERIOR WALLS, ADDING ROOM FOR EXISTING REFRIGERATION UNITS AT KITCHEN AND EXPAND STORAGE ROOM IN EXISTING MULTI -PURPOSE SPACE. BUILDING CLASSIFIED AS GROUP A-2. BUILDING C: EXISTING ONE STORY BUILDING THAT WILL HAVE UPDATED FLOOR FINISHES FOR CLASSROOMS AND AUXILIARY SPACES. ALSO, REPLACING EXISTING ROOF. BUILDING IS CLASSIFIED AS GROUP E. BUILDING D: EXISTING ONE STORY BUILDING THAT WILL HAVE UPDATED FLOOR FINISHES FOR CLASSROOMS AND AUXILIARY SPACES. ALSO, REPLACING EXISTING ROOF. BUILDING IS CLASSIFIED AS GROUP E. BUILDING E: EXISTING ONE STORY BUILDING THAT WILL HAVE UPDATED FLOOR FINISHES FOR CLASSROOMS AND AUXILIARY SPACES. ALSO, REPLACING EXISTING ROOF. BUILDING IS CLASSIFIED AS GROUP E. EXISTING 2-HOUR FIRE WALL SEPARATION BETWEEN BUILDING C AND D. LOT AREA: 6.58 ACRES/ 286,625 SF TOTAL FLOOR AREA: EXISTING: 56593 SF . NEW CAFEERIA EXPANSION: 2,257 SF TOTAL FLOOR AREA: 58,850 SF NUMBER OF STORIES: 1 STRUCTURAL CONSULTANT MECHANICAL CONSULTANT ELECTRICAL CONSULTANT REID MIDDLETON 728 134TH ST SW. SUITE 200. EVERETT, WA 98204 CONTACT: PAUL CROCKER PCROCKER@REIDMIODLETON.COM TEL: (425) 741.3800 FAX: (425) 741,3900 TRESWEST ENGINEERS 2702 S 42N0 ST #301, TACOMA, WA 98409 CONTACT: REIDHERRON RSH@TRESWEST.COM TEL: (253) 472-3300 FAX: (253)363.9402 TRESWEST ENGINEERS 2702 S 42ND ST 8301. TACOMA. WA 98409 CONTACT: FRED RENO FLR@TRESWEST.COM TEL: (253) 472-3300 FAX: (253)363.9402 DRAWING INDEX GENERAL G0.01 COVER SHEET 1 TOPOGRAPHIC SURVEY CIVIL C1.0 CIVIL PLAN ARCHITECTURAL A1.01 SITE PLAN A1.02 KEY SHEET A2.01 FLOOR PLAN - BUILDINGS A & B A2.02 FLOOR PLAN - BUILDING C A2.03 FLOOR PLAN - BUILDING D A2.04 FLOOR PLAN - BUILDING E A2.11 ROOF PLAN - BUILDINGS A & B A2.12 ROOF PLAN - BUILDING C A2.13 ROOF PLAN - BUILDING D A2.14 ROOF PLAN - BUILDING E A3.01 EXTERIOR ELEVATIONS - OVERALL A3.02 EXTERIOR ELEVATIONS A4.01 BUILDING SECTIONS Z/7- wifr RECEIVED JAN 30 2017 Community Deveiopi i i�.nt CUP SUBMITTAL rolluda arch! ec s architecture rksirlir<g'inter(or deign 105 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 6250 REGISTERED AR T Alex E. RaIAda STATE OF WASHINGTON \ >- ce Z (/) Wz O W j Z > W 0 Z 00 < U mg 0 co M REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title COVER SHEET Drawing Number G0.01 G0.01 COVER-CUP.DWG 1/3012017 9:26 AM CASCADE VIEW ELEMENTARY SCHOOL 931E3 31111111111111111111 A PORTION OF THE NE 1/4 OF THE SE 1/4 OF SEC. 16, TWN. 23 N., RGE. 04 E. WM. CITY OF TUKWILA, KING COUNTY, WASHINGTON. 'EL LEGAL DESCRIPTION SEE KING COUNTY RECORD OF SURVEY 20110627900003 VERTICAL DATUM NAVD 1988 VERTICAL DATUM ON ORTHOMETRICALLY CORRECTED GPS COSERVATIONS USING WSRN AND GEOID 2012A. BASIS OF BEARING NAD 1983 WASHINGTON STATE PLANE NORTH PROJECTION, BASED ON GPS COSERVATIONS USING WSRN AND GEOID 2092A. UNITS OF MEASUREMENT AIRE US SURVEY FEET. UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED VISIBLE EADENCE, THERE MAY BE OXIDES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTIUTES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE. UNUTY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND ununEs SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHORN AS STRAIGHT UNES BETWEEN NELD LOCATED SURFACE UTILITY FACILITES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTION5 MUCH ARE NOT SHOWN 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTTURES BASED ON UTTUTY LOCATOR MARKINGS AND ftECORD DATA (SUCH AS AS -BUILT OR UTIUTY DESIGN DRAWINGS) ARE DEEMED RELIABLE. AHBL, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF SAID DATA, 4. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. RELIANCE NOTE 1/11S SURVEY WAS PREPARED AT THE REQUEST OF JEFF FEENEY FOR THE SOLE AND EXCLUSIVE USE Of KAM DESIGN GROUPS, INC AND THE TUKWILA SCHOOL DISTRICT. RIGHTS TO RELY UPON AND, OR USE THIS SURVEY DO NOT EXTEND TO ANY OTHER PARTY EXCEPT THROUGH EXPRESS RECERTIFICATION BY THE PROFESSIONAL LAND SURVEYOR WHOSE STAMP AND SIGNATURE APPEAR HEREON. EQUIPMENT USED 3" TOTAL STATION URUZING STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING, SURVEYOR'S CERTIFICATE I, DAVID C. FOLLANSBEE, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN NOVEMBER 2016, AT THE REQUEST OF KAM DESIGN GROUPS, INC. FOR 'TUKWILA SCHOOL DISTRICT. DAVID C. FOLLANS9EE, PLS 45181 DATE ?' LINK SIDE ',07. RI64,343 11=3.3472 12" PvC. NE 31=33569 12" CPR Sw 1E36333.34 1362 PIL473-1170 I 12" CPP E lE=.13? 08 a" PVC W N:=3?3•796 33 891 52' k4"W ' 06 •- , 1 .., , i STCE 711 P64=3403.•,_..?". c....,,,,,---r. 6.) ' . r --, . SSW 3 1E11 I4 RM-33 C6--.? SD FIVI: Eie PVC 3-W 1 II ? ... 12" PVC S lEcc3.16.73 I e" iP E :E=337.41 i $:,.;.6 , ,,..,,,,, • .'6.04 f 11 I-4' CPP?-' tic 6 PVC: NE 1”337 61 CENTER CHANNEL=33E.96 i i, , .. 12' CPP W IEN316.73 c.cZ).' S it2 1120 0IA1,336.2---`97 II 12- OAP D it.=337 El';± ai.: 6' IP CV 111=337.67 '0, ..6-1,L 616 SILT 9' CHAIN UNK STCE I17.2 8M=330.40-, 14----FOIJNO ERASS ;2' IP 14:: ,E=333.35 1 i 0466 IN CONC 12' IP 14E 1,333.38 1 -,:-I,,,„. IN CASE 12" IP S 16=334.14 1 ..---SIC6 1124 RIM,336.19 12' CPP SW IE,333.0S 1 „1?". 12" IP SW 1%,..334.14 NO PARKtNC,-, 1 . ' II / SCAIN 504 4IM=344,4.--- S'' PVC E-SW-NW CENTER C74N3EL=34016 0801 NAIL ANC WADNER 0. 1617/3003.60.80 E: 1 27:3560 5442: ELEV. 344,43 STIcli 1332 0I61-.34.1 SE" CMP E FE,,34.59 LADDER N i40 PARKIN:3- \ c--SSMH 1113 011.,34,,55 6- PVC SE-W " '77 00 • 109 9,44114404 36' (4,11, S 1E4'334 E1 36- (7,11' W 1=334.64 12." DPP 06441305 E TOP R,SER-..335 14 ToP IDDILET, 7.05 49 LADDER N "TUKWILA SCHOOL DISTRICT APN 1E12364-9038 I r-SIDS 1123 RIM=335.65 12" IP L 16=332.40 12' [(INC S 17=337.41 I 12" IP w 1E4.332 40 7:1 a. •\-4-1317713 1121 P19=3.53.01 4 i 12' 644446 IE=333.46 w IF.,773 96 1:1 I 12" C.PP NW 16,334.11 I 4 A I LI ' I le In 340 11 e' PVC NE-3-1116 CEN TER CFI ANNEL 331 . 76 1ADDER N FLOW NE ' I B.- I • --GOUND ERAS'S DISK WITH PUNCH 04 CASE , . f • • 63. 0. o : 1 1 ,i..,:,:h r.. ''''. :,,l''1:P.. 1:1..,....., , ._.....„..,..,,, ,..: . • ,...u, ji.,!.sli •• I, T 1i .1" 1(.., i :1 6- ' ..1'.1:.1 ) .,tb''•''.' . 'I, • I. • .i • • l• '.1•'?•,.....[ '47, i '.. If.I . -,... //,-,62.6,E:„(6,1,,,, 6,,,,,,,...,::1,..3,,..2,6. L....„_ir.,.,.1,. •,--.-, • I ; ij ! I! 6.,..' . lf- .,6".2' .,6, -:,.IS2 ,*-----,• --. ...• . . . . „1E ,;li ,..... I1 .,- - ' c,- • • '...; .•. 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I....0/1 CENT%AN,34.3 ' :r-c I. •-" SE $1.01W N I 5' AV.1 Sw IE=339.65 - ,. ; • i I i I 1 I .. .",1 0 , ! c 1 / 12 DENTEN CHANNEL340.02 • 34.6 1 I I - ,•'1 I 6 Ps, NE./6 ..-Vt, NW LADOEN S 1 i i•• , GRAPHIC SCALE To 20 40 RET I-420E6E11 LEGEND COLUMN-, • (TYPI ,11;TA'ELi3Z .rE743"'" ; DOC IS STRIPPED " 12" C(IND N 11,337.271 ,y76/ 12" CONE? 4 IE.:336.9N s7c6 67: RNI,c34C. 95 la' PDS S III.341609 1 ...... 1 1 68=344.1333-1 6760 2366 4I44..343.69--, 12" PVC. E lE=336,51 1:2" PVC W iE,335,6; D416.„ • c?-111,4 ;44 13. SIci) 2370 14IM4-343 4.* VERT PVC IE.341 STCB 522 12" PVC N lE=336.27 12" PVC SW IE-336.27 r 4 11.-FLAGPO1E A .01 0 0 igs 53 0 EP- (12 83 04 FOUND MONUMENT AS NOTED SET NAIL AND WASHER SET REBAR AND CAP BOLLARD SIGN AS NOTED SANITARY SEWER CLEANOUT SANITARY SEVER MANHOLE STORM CLEANOUT STORM CATCH BASIN STORM MANHOLE YARD DRAIN GAS VALVE UTILITY POWER POLE JUNCTION BOX POWER METER POWER VAULT LUMINAIRE cOMMUNICATIQNS MANKIS TELEPHONE RISER TELEPHONE VAULT FIRE HYDRANT IRRIGATION CONTROL VALVE WATER METER WATER VALVE WATER VAULT CONCRETE 1.17.--000 rri TACOMA SEATTLE SPOKANE TRI-CMES 2215 North 3083 &met, SOO 300 Tacoma, WA 98403 253 gm 2422 TEL 253.383.2572 FAX rimed= WEB i'Foject CASCADE VIEW ELEMENTARY SCHOOL ckm. TUKWILA SCHOOL DISTRICT CO. KMB DESIGN GROUPS, INC 906 COLUMBIA STREET, SUITE 400 OLYMPIA. WA 98501 JEFF FEENEY At N,. 216080150 JANUARY 9. 2097 601,1 6Oinafi Rt a.: tona.5.,:r A A ath, MIAiSiD1 Sh0e1 T.16, TOPOGRAPHIC SURVEY Desjone, rrAwn by? C4,64401 TO DF 1 1 of 1 01411815 rotluda architects architexture Manning Entsrice CONNECT FOOTING DRAINS TO CB. IE - 339.0 OCB 2 CONNECT EXISTING PIPE TO CB INLET STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB 1 RIM= 344.03 48" TYPE 2 IE = 337.70 (12' W) PER COT STD PLAN DS-02 IE = 337.70 (12" E) CB2 RIM= 344.22 TYPE 1 PER COT IE = 339.22 (12" E) STD PLAN DS-01 IE = 339.22 (12" W) SOLID LID F7T777771', J ( / 777'77777.7 77777 /7'7777- I' BUILDING ADDITION EXISTING STOR LINE AND STRUCTURE.. STCB 2368 RIM=343.69 12" PVC E IE=338.51 12" PVC W IE=338.51 EXISTING WATER LINE TO REMAIN. REFER TO MECHANICAL PLANS FOR MORE INFORMATION. CL1_I CONNECT EXISTING STMH UNAB1. BOLT L STORM DRAINAGE AND UTILITY PLAN KEY NOTES: OCONNECT DOWNSPOUT TO ROOF DRAIN. PROVIDE CLEANOUT WITHIN 2 FEET OF BUILDING OCONNECT FOOTING DRAIN TO CATCH BASIN. STORM PIPE EAST TO CB 1. • EXISTING ART FREATURE CB 10 TO BE SALVAGED AND REINSTALLED INTO IE - 337:8 CONCRETE SLAB. ,STCLI S2I .2:" PVC N 12" PVC SAN Et:: ..':>t=.2< LEGEND STORM CATCH BASIN - TYPE 1 • STORM CATCH BASIN - TYPE 2 O STORM DRAIN LINE TRENCHING PER COT D STD PLAN DS-14A AND DS-14B FOOTING DRAIN LINE FD ROOF DRAIN LINE RD DUCTILE IRON CASING WATER LINE W GRAPHIC SCALE 0 5 10 20 1'=10 FEET Z/ 4-000 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 TACOMA • SEATTLE 271040t 900 SI:441 S,itt 3ft,r42*m WA99103 12W Auenw. SAM 1620 Sevin. WA 91101 LU.:3J 2U22: 1A4287.N25 '12 O//10/1017 li REVISION DATE Design: Doug Tapp Drawn: Lauren Lovett Checked: Doug Tapp Project No. 2160786.10 Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title CIVIL PLAN Drawing Number Cl .0 OSCALE .I 20,0. SHEETS: - AD1.04 - A2.04 BUILDING E BUILDING C SHEETS: - AD1.02 - A2.02 - A2.12 BUILDING C BUILDING A & B SHEETS: - AD1.01 - A2.01 -A2.11 :o KEY SHEET NEW CAFETERIA EXPANSION BUILDING E BUILDING D SHEETS: - AD 1.03 - A2.03 - A2.13 BUILDING D BUILDING A & B L_� SHEETS: - AD1.01 - A2.01 - A2.11 2.11441,11,0 i a C17000P roiluda architects architecture plgonir<g ui�risr z e�<jn 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 1 5250 `I R EGISTERED AR Alex E. Rol3ura STATE OF WASHINGTON >- H z(/) wz O w< wZ w w o -J N� O < 0Q 'O z8 V) = Mg < U sY 0 c.n REVISION DATE Design: AC Drawn: MM/JC Checked: AC Project No. Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title KEY SHEET Drawing Number A1.02 A1.02 KEY.DWG AD \ \ GATE G-3 ASS DC NT OFFICE A113a I -- BUILDING A 24' 8° WOMEN'S TOILET 1,�4'-8" 22'41/2" (A2 I A3 ) 0 BUILDING A & B - FLOOR PLAN SCALE : 1/8" = 1'-O" GATE G: 7'-7 1/2" 4' 8" (A5) (A6) MONO A4.01 A4.01 29'-10 1/2° 1-6" -k 8' 4" 15'-61/8' OPEN ENTRYWAY UNCONDITIONED ENCLOSURE 40'-2" 4'4 3/4° (et ESTIB LE GIRLS VESTIBULE MATCH LINE GATE G-2 KITCHEN P.E. OFFICE/STRG. MULTI -PURPOSE/ CAFETERIA I T� BUILDING B 9'-10" 51'-0" (82) LEGEND NOTES EXISTING WALL NEW WALL —�� EXISTING 1-HR WALL EXISTING 2-HR WALL i ALUM. STOREFRONT WINDOW EXPOSED WD. BEAM ABOVE. TYP. SKYLIGHT ABOVE PROVIDE CARD READER, SEE ELECTRICAL EXISTING COVERED WALKWAY W/ 1-HR ROOF/CEILING ASSEMBLY OUTDOOR WALK-IN FREEZER UNIT (83; 19'-8" f (8) P.E. GYMNASIUM 36'-0" FLOOR FINISH NOTES INSTALL NEW CARPET INSTALL NEW VCT 1 INSTALL NEW VCT 2 EXISTING FINISH TO REMAIN KEY PLAN ( 85) ralluda arch! ec s arch?torture la rmir/g41eriyr dee€g 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 5250 t REGISTERED ARCt I'T AleRol8 STATE OF WASNINGTON >— CC Z (%) cW Z C O j Z >W CC co 0 J w < 0 ¢e C0z /<� 0 § 0 V ( M REVISION DATE Design: AC Drawn: MM/JC Checked: AC Project No. Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title FLOOR PLAN - BUILDING A & B Drawing Number A2.01 / eye-�rz+np,..a O,.. eMCs A2.01 PLAN-BLDG-A B.DWG ;CF CGJ EL 15'•10" C1i 1 BUILDING C - FLOOR PLAN SCALE: 1/8 =1'-0^ (C3 hillillM1111111 um = gism 14-10" 18'-6" 12'-0" j C5J LEGEND DEMO WALL NEW WALL REMOVE DOOR EXISTING 1-HR WALL EXISTING 2•HR WALL • C6) - CA NOTES GATE OR WALL INFILL EXPOSED WO, BEAM ABOVE, TYP. SKYLIGHT ABOVE PROVIDE CARD READER, SEE ELECTRICAL EXISTING COVERED WALKWAY W! 1-HR ROOF/CEILING ASSEMBLY SELF-CONTAINED FREEZER UNIT —(CG) FLOOR FINISH NOTES INSTALL NEW CARPET INSTALL NEW VCT I EXISTING FINISH TO REMAIN INSTALL NEW POLISHED CONCRETE KEY PLAN rclluda architects arch te;iture i/ tar€nir<g tttt rlo 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 REGISTERED ARCHITECT A/o E. RolEd' \ STATE OF WASHINGTON >- Z (r) 11J Z O LU W < Z W LU J v0 (A 0 CO o y � u� ¢¢ z �g REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title FLOOR PLAN - BUILDING C Drawing Number A2.02 A2.02PLAN-BLDG-C D.DWG alp "246401,6701.AUDA MOOT.. NO- /DF to DG; L MATCH LINE 3/1 LCUSTODIAL STRG. D120 I .-1 FLOOR PLAN — BUILDING D D3) r GATE O-4:,/1 LEGEND DEMO WALL NEW WALL .7 REMOVE - - ' DOOR EXISTING 1-HR WALL EXISTING 2-HR WALL j D5) 12> (0LI NOTES GATE OR WALL INFILL EXPOSED WO. BEAM ABOVE, TYP. SKYLIGHT ABOVE PROVIDE CARD READER: SEE ELECTRICAL EXISTING COVERED WALKWAY W/ 1-HR ROOF/CEILING ASSEMBLY SELF-CONTAINED FREEZER UNIT DE) 0H D7j FLOOR FINISH NOTES INSTALL NEW CARPET INSTALL NEW VCT EXISTING FINISH TO REMAIN INSTALL NEW POLISHED CONCRETE rolluda architects architecture MuNning utvrlsr t/ 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 REGISTERED AR T c; Mu E. RdNda STATE OF WASHINGTON \ F- Z (� wz O I— LU Q W z LLI LU O J Wm • 0 w< 0 O o3 (/) = < U �Y 0 REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title FLOOR PLAN — BUILDING D Drawing Number A2.03 cri KEY PLAN • KINDERGARTEN cO by ,� p P ER ,'EL? 1 FLOOR PLAN - BUILDING E SCALEIIW _ 1'.5 M.M.. 1111M WW.B111N NIIIIMIMMEMMIIIMME=MIIIIMUIN 11212111111 13T-4 f OFFICE TOIL T OFFICE FLOOR FINISH NOTES EXISTING FINISH TO REMAIN CLEAN EXIST. CARPET & INSTALL NEW AREA RUG INSTALL NEW CARPET INSTALL NEW VCT INSTALL NEW POLISHED CONCRETE • I I • •I . I I SELF-CONTAINED / RESOURCES CLASSROOr I E119I I I LEGEND EXISTING WALL (m&E=3 NEW WALL — — EXISTING 1-HR WALL --"' EXISTING 2-HR WALL DAYCARE/PRESCHOOL I._ Et23 ') sow ,.� 1 -..w iummu � ummons Rim 111 W.aruu ia ma In 111111110' eemeneeee NOTES NOT USED EXPOSED WO. BEAM ABOVE. TYP. SKYLIGHT ABOVE PROVIDE CARD READER, SEE ELECTRICAL 11001 lasessumussonmeissems EXISTING COVERED WALKWAY W/ 1-HR ROOF/CEILING ASSEMBLY SELF-CONTAINED FREEZER UNIT 1 t MATCH LINE :EF) L 7-00011-Will CO rottuda architects ardliteut€tre pluming interior design 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 RW \ REGISTERED • t AR y" r Alex E.RdN is 1 STATE OF WASHINGTON l REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title FLOOR PLAN BLDG., E Drawing Number A2.04 KEY PLAN rellucia architects \. \ 0 // a \ /' \ \ 1/4:12 ) O O (< 1/4:12 /l T AJ 24'-8" 4 1/4:12 1/4:12 �.7.;11;4:12 i v i i \ \/ 1/4:12 I/ 114:12 cv cv 4 12 1/4:12\ 5 4 sA3.02� \ W 4:12 4:12 J f: I- IL..1.m.............F L. t -.... .,I f 1 .. O Q zr. ma y A 1/4:12 i 1/4:12 \� o 1/4:12 o \ • 11 E cv 1/4:12 1/4:12 4'-8" 7.A3) BUILDING A 22.-4 112" 1 ROOF PLAN - BUILDING A & B `J 4l 7'-7 1/2 (AS) , A6 1/4:12 \ 40'-2" 1/4 7 4:12 4:12 1/4:12 1/4:12 \ 1/4:12 1/4:12 0 0 114:12 1/4:12 9 10" 82) ROOF PLAN GENERAL NOTES: 1. FIELD VERIFY ALL DIMENSIONS. 2. FIELD VERIFY ALL ROOF TOP EQUIPMENT, VENTS, CONDUITS, PENETRATIONS. ETC, 3. ALL ROOF SLOPES ARE EXISTING U.N.O. BUILDING B ROOF NOTES NEW SINGLE MEMBRANE ROOF OVER EXISTING ROOF NEW ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK ROOF OPENING RIDGE VENT, TYP, MTL.GUTTER, TYP. ROOF DRAIN 8 OVERFLOW DRAIN, TYP. MECHANICAL MEZZANINE 12›- RIDGE LINEAR VENT 1 HR CORRIDOR WALL DRAFT STOP SEPARATION WALL SEISMIC JOINT/AREA SEPARATION WALL EXISTING MECHANICAL UNIT DOWNSPOUT METAL SKYLIGHT WITH LAMINATED GLAZING NEW MECHANICAL EQUIPPENT ROOFING/ TAPERED W/ R.38 INSULATION le) a\ \ U {80/ BE' (BF\ architeutute pl:JEII1/I W l/IYY//M Les/9/1 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 REGISTERED I� AR T AlexRotuda STATE OF WASHINGTON \ ZU) z O LIJ < W Z W LU 0-J wm < 0 U 0 z < U 4 O UU)�� REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title ROOF PLAN BLDG. A & B Drawing Number KEY PLAN A2.11 s / A2.11 ROOF-BLDG A B.OWG (CF GI (CH) EL I/ 1 BUILDING C - ROOF PLAN SCALE 118" = 1'A" [22> O. 0 N cv to 15'-10" 14'-10" 18'-6" ROOF PLAN GENERAL NOTES: 1. FIELD VERIFY ALL DIMENSIONS. 2. FIELD VERIFY ALL ROOF TOP EQUIPMENT, VENTS. CONDUITS, PENETRATIONS, ETC. 3. ALL ROOF SLOPES ARE EXISTING U.N.O. 12'-0" / ,(C/5) 11, ROOF NOTES (ea) NEW SINGLE MEMBRANE ROOF OVER EXISTING ROOF NEW ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK ROOF OPENING RIDGE VENT, TYP. MTL. GUTTER, TYP. ROOF DRAIN 8 OVERFLOW DRAIN, TYP. MECHANICAI. MEZZANINE (3/4" PLYWOOD CATWALK ON TOP OF TRUSS BOTTOM CHORD) 31-8, 12> 12›- Ci CG) RIDGE LINEAR VENT 1 HR CORRIDOR WALL DRAFT STOP SEPARATION WALL SEISMIC JOINT/ AREA SEPARATION WALL EXISTING MECHANICAL UNIT DOWN SPOUT METAL SKYLIGHT WITH LAMINATED GLAZING NEW MECHANICAL EQUIMPENT 111 ROOFING/ TAPERED W/ R-38 INSULATION / 7 - Q Q4 KEY PLAN roll da architects architecture 0:inning -ltters .l 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 t 206-624-4226 525e \ REGISTERED t ARCHITECT Alex E. Rullude 1 STATE OF WASHINGTON >- ce Z U) W Z O LU Z W W a 00 (/) U((1) CO um og 2 `g REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title ROOF PLAN - BUILDING C Drawing Number A2.12 A2.12ROOF-BLDG-C D.DWG M `DJ~ DF1 rc OG1 0 m i OBUILDING D - ROOF PLAN SCALE 1/B"=10" SCOPE 4:/2 ROOF PLAN GENERAL NOTES: 1. FIELD VERIFY ALL DIMENSIONS. 2. FIELD VERIFY ALL ROOF TOP EQUIPMENT, VENTS, CONDUITS, PENETRATIONS, ETC. 3. ALL ROOF SLOPES ARE EXISTING U.N.O. ROOF NOTES NEW SINGLE MEMBRANE ROOF OVER EXISTING ROOF NEW ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK ROOF OPENING RIDGE VENT, TYP, MTL. GUTTER, TYP. ROOF DRAIN & OVERFLOW DRAIN, TYP. MECHANICAL MEZZANINE (3/4" PLYWOOD CATWALK ON TOP OF TRUSS BOTTOM CHORD) DC) .- DE RIDGE LINEAR VENT 1 HR CORRIDOR WALL DRAFT STOP SEPARATION WALL SEISMIC JOINT/ AREA SEPARATION WALL EXISTING MECHANICAL UNIT DOWN SPOUT METAL SKYLIGHT WITH LAMINATED GLAZING NEW MECHANICAL EQUIMPENT ROOFING/ TAPERED W/ R-36 INSULATION � r— oar • rolluda architects ;zh/tecture (3€er10S/g Ilterior resign 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f; 206-624-4226 hz� \ \ REGISTERED / k ARCFJ111ECT — •, , Alex Rolluda STATE OF WASHINGTON \ L-_ F— zcf) wcz C O W < LU Z Lu J 0 O <0 0 0) m vat- wrn Q3 � Y REVISION DATE Design: Drawn: Checked: Project No. AC MM/JC AC Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title ROOF PLAN - BUILDING D Drawing Number A2.13 A2.12ROOF-BLDG-C D.DWG KEY PLAN ( I-. VALLEY LOPE 4:12 VALLEY OROOF PLAN - BUILDING E SCALE ' 1I8' = 1'-0' ROOF PLAN GENERAL NOTES: 1, FIELD VERIFY ALL DIMENSIONS. 2. FIELD VERIFY ALL ROOF TOP EQUIPMENT, VENTS, CONDUITS. PENETRATIONS. ETC. 3. ALL ROOF SLOPES ARE EXISTING U.N.O. SLOPE 4:12 i ES ROOF NOTES NEW SINGLE MEMBRANE ROOF OVER EXISTING ROOF NEW ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK ROOF OPENING RIDGE VENT. TYP. MTL. GUTTER, TYP. ROOF DRAIN & OVERFLOW DRAIN, TYP. MECHANICAL MEZZANINE 13> 132> SVO 1 4122 RIDGE LINEAR VENT 1 HR CORRIDOR WALL DRAFT STOP SEPARATION WALL SEISMIC JOINT/ AREA SEPARATION WALL EXISTING MECHANICAL UNIT DOWN SPOUT METAL SKYLIGHT WITH LAMINATED GLAZING NEW MECHANICAL EQUIMPENT ROOFING/ TAPERED W/ R-38 INSULATION KEY PLAN roiluda architects architecture p€;brlrung 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 e25u 1 - \ REGISTERED ARCHLIEfT Alex E. Roeu a j STATE OF WASHINGTON \ et F- Z () W z O W? W z W W o J 00 r< '0'^ V Vl co CO w G< 03 Z ' � Y U rx 00 o J 0 o `r—_ o 00 U S Q ° 1• 361�0 2a Y oey 2 � a ) O H PREVISION DATE Design: Drawn: Checked: Project No AC MM/JC AC Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title ROOF PLAN BLDG. E Drawing Number A2.14 A2.14 ROOF-BLOG E.DWG Le'—a00Y OT.T :.`4— — — a.vv:r,au'� , EAST EXTERIOR ELEVATION - BUILDINGS A & B SCALE Va.= FIXED ALUMINUM WINDOW WITH COLOR FINISH TO MATCH EXISTING ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK, TYR, SEE ROOF PLANS , • FRE FsiISNgp r EXISTING BUILDING SIGNAGE TO REMAIN NEW CAFETERIA EXPANSION BEYOND /'�IHT M HWtNc.. ,,.pG FLnS 9Ya 7YP=1,.J.. (` :'?A'v .ru;.*./(6-) .� 2 PARTIAL NORTH EXTERIOR ELEVATION - BUILDINGS D & E (FOR REFERENCE ONLY) SCALE : 1/8" = 1'-0" MrL ? ASHI J I°9R'e' Ald Rtd ik7A'Att.6.4.4 Nat yiq LOLA FIP�'•= hLAK„M tfi'."!"2.r�:U. tariq 7 ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK, TYP., SEE ROOF PLANS yrz 7'irtEFir,4ISH6O PC. F AS 5Y9 TGMUPai;t+; At 'tom' or Ca : .y PARTIAL WEST EXTERIOR ELEVATION - BUILDING E (FOR REFERENCE ONLY) SCALE : 1/8" = 1'-0" .To 4 !�iZ'FIN:4+ MTL .1. .i7YP' UNP ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK; TYP.. SEE ROOF PLANS ..._..._................ ti_......._.._..... ` Nf • >`�leE-FtN1�5D Mel*Ad, P4-,I10 v1Tw1�-TYP- t • * IT PARTIAL SOUTH EXTERIOR ELEVATION - BUILDINGS C & E (FOR REFERENCE ONLY } • - L191RA`1"r. MTL {,Jt-4 t45 L'_..:.. \ t YJ a.- Y r FF ri.lL EL�•l.Tel .S _ 1. r l ._. _..... -T7J e.o : Z'xJ}'/ ..TWIO. ASPHALT COMPOSITION SHINGLE ROOF SYSTEM OVER EXISTING ROOF DECK, TVP., SEE ROOF PLANS G3&xf WajP0F1s,Ty? 4- • 1 ......... ...�,_. Y(. tr/‘F jai._ . .......... : ......_. _.. ...:. ..... 'y. e.`t I _ ciST1NEr GoP1G�'7i41.. SCALE ' 1/8" _ Z. I 000p' rolluda archite s architecture planning ulterior t 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 USD t - l REGISTERED Alex E. Rollu'.aa r,� t1 STATE OF WASHINGTON REVISION DATE Design: AC Drawn: MM/JC Checked: AC Project No. Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title EXTERIOR ELEVATIONS - OVERALL Drawing Number A3.01 A3.0X EXT-ELEVS.DWG EXISTING STRUCTURAL BRICK COLUMNS, TYP. STUCCO TO MATCH EXISTING 352.35' 12'-0" N INSULATED METAL DOORS WITH VISION GLAZING T.O. PLATE 340.35' (0.-0") FINISH FLOOR EXISTING STUCCO EXISTING STRUCTURAL BRICK COLUMNS. TYP. :'x..'.... ti. i[:jt:1.. NIMBI EXISTING MTL. ORNAMENTAL SCREEN & SECURITY GATE r- co NORTH ELEV. - BLDG. B - ADDITION EAST ELEVATION - BUILDING B - ADDITION \ / SCALE'. VI' : 1,-0" 2 SCALE: 1o^n1'-0` 352.35' (12'-0") _.._. Tool -oat - 340.35' (0'-07) FINISH FLOOR$ EXISTING OVER °D WALK'YVAY EXISTING ROOF BEYOND MECHANICAL UNIT BEYOND (DASHED) FIXED ALUMINUM FRAME WINDOWS. CLEAR OR DARK COLOR FINISH WITH DARK OR LIGHT COLOR TRIM, TYP. /.„ EXISTING ASPHALT ROOF PRE -FINISHED METAL COPING WITH DARK OR LLIGHT COLOR, TYP, METAL SIDING WITH DARK OR LIGHT COLOR, TYP, EXISTING MTL. ORNAMENTAL SCREEN (DASHED -NOT SHOWN FOR CLARITY) MATCH EXISTING ROOFING MEMBRANE EXISTING STRUCTURAL BRICK COLUMNS, TYP. EXISTING STUCCO METAL SIDING WITH DARK OR LIGHT COLOR, TYP. INSULATED METAL DOORS WITH VISION GLAZING OSOUTH ELEV. - BLDG. B - ADDITION SCALE'. VA". 1,0" PRE -FINISHED METAL COPING WITH DARK OR LLIGHT COLOR, TYP. METAL SIDING WITH DARK EXISTING STUCCO, TYP. OR LIGHT COLOR, TYP. EXISTING ROOFING MEMBRANE Y^ UNCONDITIONED ENCLOSURE OUTDOOR WALK-IN FREEZER BEYOND STUCCO TO MATCH EXISTING OSOUTH ELEVATION - BUILDING B - ADDITION SCALE : 1/4" _ 1'-0" 352.35' (12-01 ........... T.O. PLATE EXISTING MECHANICAL UNITS 1 } CONCRETE FOUNDATION WALL. TYP, EXISTING METAL rFREEZER /'' EXISTING SCREENING I CONDENSING UNIT / ROOF BEYOND 340.35' (0'-0") ....... FINISH FLOOR EXISTING STUCCO EXISTING CMU OWEST ELEVATION - BUILDING B - ADDITION SCALE : 1/4" = 1'-0" OUTDOOR WALK-IN FREEZER WITH DEPRESSED SLAB INSULATED METAL DOORS WITH VISION GLAZING EXISTING STRUCTURAL BRICK COLUMNS. TYP. STUCCO TO MATCH EXISTING MECHANICAL UNIT BEYOND (DASHED) +/— I' J. PRE -FINISHED METAL COPING WITH DART( OR LLIGHT COLOR, TYP. METAL SIDING WITH DARK OR LIGHT COLOR, TYP. n INSULATED METAL DOORS WITH VISION GLAZING rolluda architects artitecturre plgrmiRg interior Ce(g 1 105 S. Main Street Suite 323 Seattle, WA 98104 t: 206-624-4222 1: 206-624-4226 sew ) 1 REGISTERED RT Alex E. Rd:uca �j STATE OF WASHINGTON Z (/) Wz O W < WZ 5 Wy Ia —t • O aL V 0 z� (1) 2 �g < U 0 co REVISION DATE Design: AC Drawn: MM/JC Checked: AC Project No. Issuance CUP SUBMITTAL Date: 1 /31 /2017 Drawing Title EXTERIOR ELEVATIONS Drawing Number / 7., 6420r A3.02 A3.OX EXT-ELEVS.OWG ✓ y rolluda architects archbcture planning i•Bte€-ibt 9 11? • 35235(17-0"), T.O. PLATE .1. 340.35' (7-0") FINISH FLOOR f ( A6 EXIST. COVERED WALKWAY I I 10.-4" 0 CAFETERIA EXPANSION 113113 GIRLS B106 1 ( BA ) MULTI -PURPOSE MULTI -PURPOSE CAFETERIA CAFETERIA 113103 1 7. •••••N`>1 -•• • '•••• • •:•;-,74,` • 7)2 (--; PARTIAL BUILDING SECTION — BUILDING B SCALE 1/4' = 1 -0" 352.35' (17-0"), T.O. PLATE `f 340.35' (0'-0") , FINISH FLOOR (BA) EXIST, COVERED WALKWAY 113103 1 BUILDING B ENTRY EXIST. COVERED COVERED WALKWAY OPARTIAL BUILDING SECTION — BUILDING B SCALE 1/4" = 1.0" --„ Atide (7:\ BUILDING SECTION — BUILDING B SCALE 1/4° 8 ntatitWerirgRaWFArd Alt•Ar fita 0! 424 At • CAFETERIA EXPANSION 181131 4 :cligWV44. 'c,f44c•i•VN;44 vm,4-14,Mtxv, ( BF ) 5 EXIST. COVERED WALKWAY t 74'.4104213' 105 S. Mao Street Suite 323 Seattle, WA 98104 t: 206-624-4222 f: 206-624-4226 620 \ REGISTERED AR • /Vex E. Muds STATE OF WASHINGTON \ REVISION DATE Design: AC Drawn: MM/JC Checked: AC Project No. Issuance CUP SUBMITTAL Date: 1/31/2017 Drawing Title BUILDING SECTIONS Drawing Number A4.01 .01_SECTIONS-BLDG.DWG COY•10,11,, ROLLUDA ARCIMECTS.