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18-102020AL CITY OF F6d%;1Cd M vft*M� Y �� 11 =11 !F1&FTAV1VZ 1402 East Pike Street Seattle, WA 98122 CITY HALL 33325 8th Avenue South 7-ederal Way, WA 98003-6325 (253) 835-7000 www. cityoffederalway com Jim Ferrefl, Mayor FILE Re: File #18-102020-AD; SITE PLAN MODIFICATION APPROVAL NWCC Center Plaza — Fire Damage Rebuild, 2020 South 320th Street, Federal Way The city's Department of Community Development is in receipt of your request to modify the approved NWCC Center Plaza — Fire Damage Rebuild site plan. The project was granted Process III approval on i March-26, 2018. According to the Flay '10, 2018, July 25, 2018, and August 13, 2018, submittals of a revised site plan, exterior elevations, and landscaping plan, or modifications to the site and building are requested. The proposal is to locate a new trash enclosure on the west side of the property, establish a bank drive-thru on the north side of Building A, and revise the parking lot layout. The request for site plan modification is hereby approved as conditioned. There are no changes to exterior site access points, easements, or impacts to the environment with the requested site plan modifications. Pursuant to Federal Way Revised Code (FWRC) 19.15.090(3), the modification request is consistent with city codes. 1. Prior to final inspection of the building permit fbt the newboilding, the pedestrian padis At b(kheridsof ed t6ut&t tising, a: v ariation in ptved texture "d colc�: the drive-thru. shall be delineate0yseparate pav Approved -methods of delineation include: stone, bri& or granite paVtt�, exposed aggr�gam or st�ed A I and colored concrete. Paint striping on asphalt as the only method of diliheatibu is n6t apptove& 2. Prior to final inspection of the building permit for the new building, the applicant shall install pavement markings, such as cross hatch, to preserve the pedestrian walking path at both ends of the drive-thru and a "Do not Enter" sign at the exiting area. 3. Prior to final inspection of the building permit for the trash enclosure, the applicant shall verify that the design meets the required clearance distance for the recycle and waste hauler in accordance with FWRC 19.125.150. 4, Prior to final inspection of the building permit for the trash enclosure, the applicant shall submit the Spill Prevention Plan required in FWRC 19.125.150(6)(d) to the city for review. This document will he forwarded to the S. Division for use during the annual storm system inspection. Page 2 of 2 September 7, 2018 This modification approval does not waive compliance with future City of Federal Way codes, policies, and standards relating to this development. This approval does not constitute approval of a building pern-Lit. If you have any questioqs vgardif 4 g this letter, please contact Senior Planner Stacey Welsh at 253-835-263, or stacey.welsl-i@cit offo,alcat , Sincerely, ---? 'a( I Brian Davis Community Development Director MOM c: Stacey Welsh, Senior Planner Scott Sproul, Assistant Building Official Cole Elliott, Development Services Manager Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Jim Wieben, DDG Architects, 8383 158th Avenue NE, Suite 250, Redmond, WA 98052 18-102020-00-AD D— LD, 78204 4! F p. Federal Way Exhibit A Findings for Project Approval NWCC Center Plaza — Fire Damage Rebuild, File Federal Way Revised Code ( C) Chapter 9.5. 9 () i t f •, i `i - f ••• • • i MMIS so 7. Trash Enclosure — A condition of approval of the Use Process III stated, "Per FYV`RC 1915.090(3), a Site Plan Modification (Administrative Decision) is required for the new trash enclosure." This site plan modification proposal involves locating a new trash enclosure on the west side of the property within an existing parking area. It is not a required enclosure; it will be an addition to the site which must comply with code. The trash enclosure will not be located within a required setback and will require the removal of existing parking spaces. The applicant provided a parking analysis. The enclosure is required to be screened from abutting properties and public rights -of -way by a 100 percent sight -obscuring fence or wall and appropriate landscape screen (FVv'RC 19.125.040[4]). The submittal shows a emu wall enclosure with corrugated metal panel doors surrounded by arborvitae. Bank Drive-Thru — The proposal involves establishing a bank drive-thru on the north side of Building A. FWRC 19.225.020(4) allows drive -through facilities for banks. Access to and from drive -through facilities must be approved by Public Works. Drive -through facilities must be designed so that vehicles will not block traffic in the street while waiting in line and will not unreasonably interfere with the on -site traffic flow. The applicant submitted a traffic analysis. Per FWRC 19.230.030 (note 43), access to and from the drive-thru facility has been reviewed by the Public Works Department. The drive-thru facility is designed so that vehicles will not block traffic in the street while waiting in line and will not unreasonably interfere with on -site traffic Dow. The incorporation of the drive thru will eliminate a previously planned landscaping area. The applicant submitted a revised landscape plan, The landscaping that was proposed between buildings A and B was not required and will not be • as a result ♦ this change, Parking Lot Revisions — The proposal involves revisions to the parking lot layout. Some regular spaces will be converted to compact and additional compact spaces will be re-e5tablished on the east side ♦: the site • replace spaces lost during the 2 I't Avenue South city road project. As depicted on the site plan, the minimum parking stall dimensional requirements are met. The applicant provided a parking analysis, which demonstrates that the addition of the trash enclosure will not create a non- conforming situation as the parking lot revisions will add spaces back to the site. Required parking will need to be reviewed with each tenant improvement building permit and Zoning Compliance Review Change of Use as may be required for uses not previously established on the site. 11 Community Design Guidelines — The incorporation of the bank drive-thru will involve the removal of planned canopies on the north side of the building. The canopies were not required. The applicant was asked to incorporate safe accessible pedestrian paths at both ends of the drive-thru, and the revised plans show these paths. FWRC 19.115.050(4)(b) states: "Pedestrian pathways and pedestrian areas should be delineated by separate paved routes using a variation in paved texture and color, and protected from abutting vehicle circulation areas with landscaping. Approved methods of delineation include: stone, brick or granite pavers; exposed aggregate; or stamped and colored concrete. Paint striping • ♦ as a method of delineation is not encouraged." This shall be made a condition •: approval of this site plan modification. 11. Stormwater — Public Works Development Services has reviewed the submittal and has the following conditions of approval: a. Prior to final inspection of the building permit, the applicant shall verify that the design meets the required clearance distance for the recycle and waste hauler in accordance with FW`RC 19.125.150. Findings for Project Approval Page 2 of 3 NWCC Center Plaza— Fire Darnage Rebuild 18-102020-00-ADfDoe, L.D. 78203 13. Water and Sewer (Lakehaven) — Lakehaven does not have any comment on the proposed modifications (new trash enclosure area, new bank drive thru, new parking lot layout) to the previously approved site plan; except to note that a separate Lakehaven Sewer Service Connection Permit will be required to connect the new covered trash enclosure area drain to Lakehaven's sewer system. As of August 29, 2018, the sewer service connection for the trash enclosure (S SCP 28495) is either complete, or nearly complete. 14. Fire — South King Fire & Rescue reviewed the proposed modifications and has no comment on the land use approval. �*1611-11$jjraj�jjj jam Prepared by: Stacey Welsh, Senior Planner Page 3 of 3 18-102020-00-AD/Doc, ID 78203 Stacez Welsh From: Brian Asbury xBAsbun@|akehaven/xrg> Sent: Wednesday, August 29'20181:I6PK4 To: Stacey Welsh Subject; NVV[[Center Plaza Fire Damage Rebuild (l8-IU2O2O-AD) Stacey, My apologies for lateness of these comments, however there's nothing significant regarding water Wor sewer for this site/project. Let me know if there's any questions or if additional information is needed. * WATER: The installation of the fire -protection service line (main-to-DCDAl by Lehehaven staff is scheduled to be completed within the next 1-2 weeks, and water supply for the fine protection system will be available at that time (and pending satisfactory installation testing of the DC[)A). • SEWER: The new building's sewer service connection (SSCP 28489) was completed on 6/28/18. The sewer service connection for the trash enclosure (SSCP 38495) is either complete or nearly complete. Brian Asbury Lakehaven WATER & SEWER DISTRICT The contents of this email may be determined to be a public record and subject to disclosure pursuant to RCW 42.56 regardless of any expectations or claims of confidentiality or privilege asserted. DATE: 8/14/2018 TO: Stacey Welsh Senior Planner FROM: Cole Elliott, P.E. Development Services Manager SUBJECT: NWCCCENTER PLAZA FIRE DAMAGE RE80LD (18-102020-00-A 2020S320TH5T Development Services has reviewed the submittal for the Administrative Decision onmodification of the site plan. VVemake the following suggestions for conditions nfapproval: 1. The Applicant shall verify that the design meets the required den[ance distance for the recycle and waste hauler inaccordance with Attachment CofFWRC19.125. /5. I J[ If 2. The Applicant shall submit the Spill Prevention Plan required in FVVRC 19.125 to the City for review. This document will be forwarded to the SVVM Department for use during the annual Stacey Welsh Cahan, Chris <Chris.Cahan@southkingfire.org> Tuesday, August 14, 2018 3:16 PM Stacey Welsh 18-102020 18-102020 NWCC.DOCX Stacey, Our comments are the same.. CC Chris Cahan I Deputy Fire Marshal / Lieutenant I South King Fire & Rescue I Prevention 10 Desk: 253.94+Mobile: !r 9t f 1 t ► f f ' / 1 f 1 This email was scanned by Bitdefender Agenda Date: May 31, 2018 Subject: 18-102020/WCC Center Plaza Address: 2020 S 320th Planner: Stacey Welsh From: Chris Cahan, Deputy Fire Marshal South King Fire and Rescue 253-946-7243 chris.cahansouthkinfire orq No Fire Department comments CITY OF FEDERAL WAY COMAUNITY DEVELOPMENT DEPARTMEJ ***RESUBMITTAL*** DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE, 8-14-18 TO: Cole Elliott, Development Services Manager Scott Sproul, Building official Sarady Long, Senior Transportation Planning Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue FRO14: Stacey Welsh, Senior Planney FOR DRC MTG. ON: one; please provide any conments/conditions to me by 8/28 FILE NUMBER (s) : 18-102020-AD RELATED FILE NOS.: 17-104851-UP; 17-104861-CO PROJECT NAME: NWCC CENTER PLAZA - FIRE DAMAGE REBUILD PROJECT ADDRESS: 2020 S 320TH ST PARCEL NUMBER: 092104-9297 ZONING DISTRICT: CC-C PROJECT DESCRIPTION: Request for minor modifications to approved site plan (new trash enclosure on west side of property, adding bank drive through on north side of Building A, new parking layout of entire center). LAND USE PERMITS: Administrative Decision PROJECT CONTACT. NWCC Center Plaza LLC Mark McDonald 1402 E. Pike Street Seattle WA 98122 MATERIALS SUBMITTED: Resubmittal Information Form-Y Response Letter Revised Site Plan, Elevations, Landscape Plan Set Queuing Analysis Mark McDonald, PSR Construction, LLJ Matthew Palmer, PE August 6, 2018 Federal Way #I 8-102020-AD GTC #18-189 1 Gibson Traffic Consultants, Inc. (GTC) has been retained to provide a queuing analysis of drive - through operations at the proposed 3,600 SF Sound Credit Union located within Building A of the Center Plaza shopping area. The purpose of this memorandum is to document the future trip generation and potential queuing impacts to on -site internal circulation. would oem on the empty p44 thr butl4trig A Wttmn a pa�mg lof for Cemer TTaza norb Street and between 20d' Avenue S and 21' Avenue S in the City of Federal Way. The propose development site has designed space for I vehicle at the window and 3-4 vehicles to the extents of the drive -through lane for a total of 4-5 vehicles contained completely within the drive -through lane. The site has a 26-foot wide two-lane north -south drive aisle with the parking lot directly east of the drive -through lane. The drive aisle in the parking lot is located approximately 180 feet from the 2 1 Avenue S access. A site plan is included in the attachments of this memo. Trip Generation The new proposed 3,600 SF of bank with drive -through will generate 234 ADT with 24 new AM peak -hour trips (12 inbound/12 outbound) and 48 PM peak -hour trips (24 inbound/24 outbound). The trip generation summary is included in Table 1. RECEIVED Im 2813 RockefellerAvenue- Suite B - Everett, WA411201 Tel: 425-339-8266 - Fax: 425-258-2922 - E-mail: info@gibsontraffic.com Center Plaza Building A Table 1: Trip Generation Summary Average AM Peak -Hour Trips PM Peak -Hour Trips Land Use Units Daily Trips Inbound Outbound Total Inbound Outbound Total Drive-in Bank 3.600 KSF 360 17 17 34 37 37 74 Pass -by -126 -5 -5 -10 -13 -13 -26 Net New 3.60 0 KSF 234 12 12 24 24 24 48 43 1 FF r 1 MAM I il[q 14INTA 0A I I 1�9 I Is VASC I K_ Based on observations done at a similar credit union, an average of 4 minutes and 23 seconds w1m required for a vehicle to complete a transaction. An existing Sound Credit Union located in Feder Way with similar square footage reported an average of 18 teller window transactions per day base on two weeks of transaction data provided by the client. Based on ITE data, approximately 2 1 % • the banks trips are anticipated to occur during the PM peak -hour; which equates to 4 teller windo transactions occurring during the PM peak -hour. C; C; that the queue will not exceed 2 vehicles. 'Itieretore, the proposect s��uce TERE'Trin serl'im -�70 would be adequate. F9111 Z il l[l��§ CI The proposed Sound Credit Union drive4mgh is expected to have sufficient storage within its drivc��througli to accommodate4he 95'-percebtile queue based on similar service rates observed al another credit union during the midday to PM peak -hour. No impacts are expected to the drive -aisle on the east of the site or to the adjacent accesses from the City street system. Gibson Traffic Consultants, Inc. August 2018 info@gibsontraffic.com 2 GTC # 18-189 n m M. rn c v 00 LM ' ca r c Q U L N 0 Y C (D L) F-M F ►z- 1 F c+: z IM 1 C To: Silviia Jakov1jevic, Medici Architects From: Matthew Palmer, PE YV Subject: Queuing Demand Analysis Project: Sno Falls Credit Union (9025 Meadowbrook Way, Snoqualmie), GTC # 18-163 Date: July 3, 2018 Gibson Traffic Consultants, Inc. (GTC) has been requested to provide a queuing analysis for the remodel of the Sno Falls Credit Union with the removal of the teller window on the west side of the building and the addition of and Interactive Teller Machine (ITM) on the east side of the new building located at 9025 Meadowbrook in Snoqualmie. The ATM that is standalone from the building will remain with the remodeled building and new ITM. Through discussions with the credit union manager, Tim Williams, queue data at the teller windo was collected on Tuesday June 19, 2018 from 3:15 PM to 5:30 PM and on Wednesday an] PM. CollectinN data at the existin�_i credit unio ieller window seemed to be the most reasonable representation of clientele and operation for t queuing analysis of the proposed ITM. Data from the three days shows that the maximum queue observed on either day was 1 vehicle vehicle at the teller window/tube and I vehicle waiting to use the teller window). On the first d this occurred once at 3:31 PM. On the first day there were a total of 5 vehicles over the 2-hour 15- minute period that used the teller window, one vehicle every 27 minutes, with an avera service rate, time in to time out, of 5 minutes and 2 seconds. On the second day there were a total of 12 vehicles over the 6-hour period that used the tell window/tube, one vehicle every 30 minutes, with an average service rate, time in to time out, of minutes and 15 seconds. A queue of I vehicle occurred twice, once at 3:53 PM and again at 4:3 PM. On the third day there were a total of 14 vehicles over the 6-hour period that used the tell window/tube, one vehicle approximately every 25 minutes, with an average service rate, time in• time out, of 3 minutes and 51 seconds. A queue of 1 vehicle occurred twice, once at 12:35 PM again at 3:23 PM. 2813 Rockefeller Avenue - Suite B - Everett, WA 98201 Tel: 425-339-8266 - Fax: 425-258-2922 - E-mail: info@gibsontraffic.com M1 Que Sno Falls Credit Union uing alysis Based on the three days of observations there was no one time period that stood out as a peak -hour, the closest would be from 3:30 to 4:30 PM when there were 3 vehicles the first day, 4 vehicles the second day and 2 vehicles the third day during that hour. Based on the proposed design there will be room for a minimum of 2 full size vehicles to queue behind the vehicle at the ITM before impacting the access easement. From the data collected at the site and a maximum queue ever observed of I vehicle there would be no overflow onto the access easement. Recommendations proposed building the third -party reviewer for the City of Snoqualmie, Fehr and Peers, has identified a couple of pavement and signing additions that should be implemented. fe 8-fe fro t e b ck of the existing sidewa-k- to the west ot the anve THrougn lane MaT reaus 1U, Cl= with cross hatch and stenciling. The credit union parking lot is on the south side of the access easement that a vehicle could pull into to wait for the queue to dissipate. Also, placing "Do No). Enter" signs on either side of the exit of the drive through to Meadowbrook Way SE with an outbound directional arrow should be implemented to reduce circulation confusion. Gibson Traffic Consultants, Inc. July 201 ibib6kibsontraffie.wm GTC #18-16 rim REDUCTION SHEET LOCATION: Sno Falls Credit union 9Q2$ Mea ` n Wa Sno ualmie WA Collected jn GT i t;G Time of Count: 3:15 PM - 6:30 PM Date of Count: Tue. 6/19/2018 Weather: Sunny REDUCTION SHEET LOCATION: Sno Falls Credit union; 9025 Meado_wbrook Way. Snogualmie. WA_ Cdllacted by GTC(TDG Time of Count: 11:30 AM - 6:30 PM Date of Count: Wed. 6/20/2018 Weather: Sunny C-3 i 9 0 SM Faligs Credit Union — Coltec_t9d,bv G—TCfTDG Time of Count: 1 '1:30 AM - 5:30 PM Date ofCount: Thur.6/2112018 Weather: Surm y_ ME C3, full UO4w !z a B o Z m In L z z z o L zo < gg 0 - i , I z UJ OUz 5 I z w z 2 z 2 .0 ELI 02 0 9 e ai cv 4, > E >W E -i r, v an in Nworrl Lnn o l o'cq ',-i , r mm L e4 00 0 eq ct as oq 3 C ci LO -1 r-j 0 E < 0 0 no S M of CA 00 r, M m 0 0 0 cq m rl M cq 0 m m ob Cq m �-q 0 �4 00 2 -a M N m N p m 0 0 1.4 rl 00 r, (N rq Ln o r, en 00 w 0 � cn en 0 cn 00 w eq cn LA I-q co C (n Ch M r-4 rQ C-4 000 00 00 co cr w E r E :3 cr w S c r 0 M C 0) C> .4 C-4 to —0 —0 m m E a :03J u w (v w w 4® cu a) ®0 w w w A cr > m 2 0 2 x E 14 Q en > > < < > > < < > < a. C, . IM RESUBMITTED JUL 2 5 2018 AZWOEYNINLIZEW P Stacey Welsh, AIC Senior Planner City of Federal Way 33325 81h Avenue South Federal Way, WA 98003-6321 Below you will find a summary of the responses and changes to the Site Plan Modification application documents as we responded to your review /comment letter dated June 7, 2018. Changes to the documents have been clouded in addition to the summary of the changes contained in this letter. Please feel free to contact me if you have any additional questions or comments. 2. a. The drawings have been renumbered to correspond to the original Use Process III approval. Please reference the attached revised Site Plan (A- 10 1), Exterior Elevations (A-20 1) and Landscape Plan (L-1). b. Seethe revised Site Plan (A-101) for changes to the parking provided and parking required tables. Additional information has been added to the tables clarifying the uses and number of compact stalls provided. The tables only reference the uses and parking required / provided for the Buildings A, B and C. c. The site plan addresses both the existing parking totals at the time of this application and the proposed parking totals upon completion of the project d. The Landscape Plan has been updated to reflect the changes associated with the addition of drive-thru and the addition of the dumpster enclosure. Reference attached drawing L-1. \ I I—) e. The Exterior Elevations, A201, have been updated to remove two metal canopies and indicate the anticipated location of a drive -up ATM machine. The details for the banking equipment in the drive- thru will be provided by the Tenant when they apply for their Tenant Improvement Permits. The doors identified on the elevation provide access to the utility portion of the building and are not normally occupied. f. The Civil documents are being updated and will be submitted Public Works to review the impact of the drive-thru changes on the approved documents. g. The site plan has been modified to reflect a layout that uses the correct minimum size stalls throughout the site. h. Pedestrian pathways have been added to the plan to reconnect Buildings A and B with an accessible pedestrian route. 3. a The trash storage area is enclosed by masonry walls and covered with a metal roof M18316Y� wm= i � 4. Building Department comments will be responded to separately from the Technical Revie Comments with revised Building Permit documentation. I 5. A separate application, independent of the Building A permit documents and the Process I documentation is being prepared for submittal. I 6. Details related to the Bank tenant's plans for the equipment to be located in the north wall have not been received. The Bank tenant will submit all necessary design information as a part of their TI permit application documentation. "myrommms M4 South King County Fire and Rescue Let me know if you have questions regarding the resubmittal materials or if any additional information is required to complete your review. The revised Building and Dumpster applications and documentation will be sent directly to Scott Sproul for his review. I SincerelY4 T ieben, Architect DDG Architects 8383 158h Ave NE, Suite 250 Redmond, WA 98052 (425) 285-9992 x106 Mr. Mark McDonald LLC 1402 East Pike Street Seattle, WA 98122 =-&I n'", mmu"Mdl •.• no -WIN I so I 1 0 # CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cityoffederalway.com Jim Ferrell, Mayor June 7, 2018 City departments/ divisions have the following comments in response to your May 10, 2018, submittal. Comments in this letter need to be addressed prior to issuance of a land use application decision, or as otherwise noted, Questions regarding technical review comments should be addressed to the referenced staff representative. The Federal Way Revised Code (FWRC) is available online at: httyd 1. Technical comments made about an item on one sheet may necessitate changes to other related sheets an4l documents. It is the applicant's responsibility to determine any such necessary adjustments. Please ensure consistent information is communicated throughout the plan set and associated application materials. file UPe 17-104851- )inlu a. The drawings approved as part �f the Use Process III approval (city f include the Site Plan (Sheet A-101), Exterior Elevations (Sheet A-201), and Landscape Plan (Sheet L-1). None of these drawings were revised and submitted for review as part of this requested Site Plan Modification. Instead, a new Sheet SD-01 was submitted and labelled as "Site Plan," along with Sheets G-001 and SD-02. b. Sheet SD-01 contains tables regarding required parking for each building on the subject property. Please supplement these tables with the F\VRC code required parking ratios for the various uses, and also show the total building square footage for Buildings A-C. In addition: i. It is unclear if the proposed bank has been factored into the parking table for Building A. FVVRC 19.225.020 categorizes bank use as "retail," with a -required parking ratio of 1 space for each 300 square feet of gross floor area. ii. For reference, per FWRC 19.130.170, in the City Center -Core (CC-C) zone the applicant may designate up to 40 percent of the number of parking spaces for compact stalls if the parking lot has more than 20 spaces. c. The amended site plan shows some of the existing parking areas being converted to compact stalls. Provide an analysis on the plan that shows, the previous number of stalls on the subject property and how many Nvill be added to the site with the stalls converted to compact; also, factor in ffie removal of stalls for the addition of the new trash enclosure. Mr. Mark McDonald Page 2 of 3 June 7,2018 d. The approved landscape plan (Sheet L-1) shows landscaping to be installed on the north side of Building A. With the proposed site plan modification, a drive-thru will be located there instead; the approved landscap�ing pjasi must be arnended. e. On the approved elevation drawing (Sheet A-201), does the north elevation reflect the proposed bank ten -ant I or does the sheet also need to be updated? Are there doors planned on that side that will exit out into the drive-thru? Sheet A-201 may require updating. f. The civil plans submitted have no changes from the set that was approved with the land use decision (other than the date), so why were these submitted? g. On Sheet SD-02, the compact angled parking stall detail shows an 8 x 15 foot space. The city's Parking Lot Design Criteria handout (enclosed) specifies 8 x 18 feet for a 45 degree compact space. h. See the Traffic Division comment below regarding pedestrian paths. FWRC 19.115.050(4)(b) states: "Pedestrian pathways and pedestrian areas should be delineated by separate paved routes using a variation in paved texture and color, and protected from abutting vehicle circulation areas with landscaping. Approved methods of delineation include: stone, brick or granite pavers-, exposed aggregate; or stamped and colored concrete. Paint striping on asphalt as a method of delineation is not encouraged." Update the site plan accordingly. 1111111111111111 111 !111 IIIIIIIIIIIIIIIIIII11pi 11111 p 111 a. Per FVVRC 19.125.040.4, all trash enclosures shall be screened from abutting properties and/or public rights -of -way by a 100 percent sight -obscuring fence or wall and appropriate landscape screen. b. Per FWRC 19.125.040.2, all outside storage areas shall be fully screened by Type I landscaping a minimum of five feet in width, as described in FWRC 19.125.050.1. Scott Sproul — Building Division, (253) 835-2633, scott.sproulqtit crl decal a .co 4. The site plan has depicted a modification to permit drive up banking. This side of the building is a rated assembly due to the proximity of the building to the north. Please provide elevation drawings of this side of the building showing the drive up window and other building modifications on the site plan. A code compliant set of revised building plans demonstrating compliance with the applicable codes is required. 5. The trash enclosure requires a building perrnit with plans. Please provide the required number of copies along with a building permit application. Further information can be obtained by contacting the Permit Center at -criiiit.cents r@.cinoffederalxviv.com, or 253-835-2607. 6. The plans lack any of the required information to make a rational and code compliant assessment for the drive up banking window and drive through access way. There are no details as to the removal of the stairs, sidewalk, and retaining wall. The civil plans have no changes from the original civil plans that were submitted with the original building permit, other than the date. The plans lack much information so no building comments can be made regarding the drive up banking window or the access way. 7. The line to solid waste was included in impervious surface calculations submitted under the existing permit. 18-102020-00-AD Doc. LD, 77745 Mr. Mark McDonald Page 3 of 3 June 7, 2018 S. The modification for the driveway does not exceed 7,000 square feet of impervious disturbancm- 'a Sarady Long — Public Works Traffic Division (253) 835-2743, _Yoaderalw )L- 9. Provide the total gross floor area for the proposed drive -through bank and specify storage length for the drive -through on the site plan. The drive -through storage should be designed to accommodate the 951h percentile queue lengths and ensure that through traffic will not be blocked. 10. Safe accessible pedestrian paths should be provided at both ends of the drive -through. 11. Verify the drive -through entrance is designed to accommodate the expected vehicles. Brian Asbury — Lakehaven Water & Sewer District, (253) 946-5407, 11 A separate Lakehaven Sewer Service Connection Permit will be required to connect the new covered trash enclosure area drain to Lakehaven's sewer system. 13. No comments. rotm-- kmclosea)- rursua e �y the co ete tion MR an applicantws t6provide addifiOnal4ftfortnafion to the citywithin 180 days of beingnotified that such infii�ivatioh isiequested, the apoc�ad6n shall:be Oemed null and void and the city shall have no rty to process, review, or issue any decisions with respect to such an application. If you have any questions regarding this letter, please contact me at Macey .weishna caoffs leraiwimc mm, or 253 835-2634. Stacey Welsh, AICP Senior Planner enc Parldrig Lot Design Criteria Handout (Bulletin #042) Resubmittal Information Form C Scott Sproul, Building Official Brian Asbury, Lakehaven Water & Sewer District Cole Elliott, Development Services Manager Chris Cahan, South King Fire & Rescue Sandy Long, go-nior Transportation Planning Engincer jhn WicbW, Donahou Design Group, 8383 15841, Avenue NE, Suite 250, Redmond, WA 98052 Stacey is IN From: Brian Asbury <BAsbury@lakehaven.org> Sent: Thursday, May 31, 2018 9:56 AM To: Stacey Welsh Subject: NWCC Center Plaza -Fire Damage Rebuild (18-102020-AD) iitacey, Lakehaven doesn't have any comment on the proposed modifications (new trash enclosure area, new bank drive thru, new parking lot layout) to the previously approved site plan; except to note that a cieparate Lakehaven Sewer Service Connection Permit will be required to connect the new covered trash ;tnclosure area drain to Lakehaven's sewer system. Let me know if there's any questions or if additionaT information is needed. Bria,,n As btn­,,,f Dow.. merit EnglniMot ring Supervisor ena" Piay.,.­n DE Website The contents of this email may be determined to be a public record and subject to disclosure pursuant to RCW 42.56 regardless of any expectations or claims of confidentiality or privilege asserted. CITY OF FEDEAK 'NAX CO.VTJ"INITY DEVELOPMENT DEPARTMENT DATE: 5-17-18 TO: Cole Elliott, Development Services Manager Peter Lawrence, Plans Examiner Rick Perez, City Traffic Engineer Brian Asbury, Lakehaven Water & Sewer District Chris Cahan, South King Fire & Rescue Rob Van Orsow, Solid Waste/Recycling Coordinator FROM: FOR DRC MTG. ON: May 31, 2018 - Internal technical commenta FILE NUMBER (s) : 18-102020-AD RELATED FILE NOS.: 17-104851-UP; 17-104861-CO PROJECT NAME: NWCC CENTER PLAZA - FIRE DAMAGE REBUILD PROJECT ADDRESS: 2020 S 320TH ST PARCEL NUMBER: 092104-9297 ZONING DISTRICT: CC-C PROJECT DESCRIPTION: Request for minor modifications to approved site plan (new trash enclosure on west side of property, adding bank drive through on north side of Building A; new parking layout of entire center). LAND USE PER14TTS: Administrative Decision PROJECT CONTACT: NWCC Center Plaza LLC Mark McDonald 1402 E. Pike Street Seattle WA 98122 MATERIALS SUBM!ITTED: Request for Administrative Decision Application Architectural Drawing Set Civil Set Applicant NAME PRIMARY PHONE BUSINESSIOPGANUZATION ALTERNATE PHONE al /') 0 L -------------- MAILING ADDRESS E-MAIL 3 7-- CITY STATE I ZIP FAX 200 V .. . .. ......... Property Address/Location -!�;, 3c�?, Description of RequestL 41c,4770JL,,� 2:LD IA/e L km L4 7 2. EL-Ki DRly --7P'eV 0&_2 IUOR5WE Or 001�-/JPU6-2�'f A'710 �'rJ 11 jo 1-7 List/Describe Attachments For Staff Use 11 Code Interpretation/Clarification El Critical Areas Letter/Analysis/Peer Review El Request for Extension (Land Use/Plat Approval) Revisions to Approved Permit Tree Removal El Zoning Compliance Letter El No Fee No Fee (Actual Cost if Applicable) Check Current Fee Schedule NERMWI, -Bulletin #079 — January 4, 2016 Page 1 of 1 k:\Handouts\Request for Administrative Decision