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94-102008 CITY OF f� • 33530 1ST WAY SOUTH FEDERAL WAY,WA9)8003-66210 November 10, 1994 Mr. Christian Kar P.O. Box 2227 Everett, Washington 98203 RE: PRE-APPLICATION #PRE94-0061, DRIVE THROUGH ESPRESSO BAR THE ESPRESSO CONNECTION, 1406 S 348TH ST, FEDERAL WAY Dear Mr. Kar: Thank you for attending the Pre-Application meeting on November 3, 1994 regarding your proposed drive through espresso bar at the above referenced property. Technical Review Committee members' comments relative to the proposed project are summarized below or included as attachments to this letter. For your information and reference, staff contacts are also provided with each summary. I have listed comments in the following categories: zoning, public works, water & sewer, fire and building. Zoning: The following issues are taken from the Federal Way City Code (FWCC) as they relates to your proposal. If you have any questions regarding any of the following items, please call me at 661-4154. 1. Zoning and Use Classification - Subject lot is zoned Community Business (BC). The proposal is to lease part of the site to construct a 240 square foot building for a drive through espresso bar. The use classification falls under "fast food restaurant" and is a permitted use in this zone per FWCC 22-757. 2. Lot Area and Coverage - There is no minimum lot size specified in the FWCC. Section 22-757, note six, states that there is no established maximum lot coverage. Instead, the buildable area is determined by other site development requirements (i.e., required buffers, parking lot landscaping, surface water facilities, etc.). 3. Maximum Building Height - FWCC section 22-757 limits the height of the structure to thirty-five (35) feet above average building elevation if not adjoining a low density zone (i.e., all RS and SE zones). The site is surrounded by BC zoning. 4. Special Site Issues - The site contains an existing single family home. Detached Mr. Christian Kar November 10, 1994 Page 2 dwelling units are not allowed in BC zones. However, per FWCC section 22-327, if an aspect, element, activity or use of or on the subject property conformed to the applicable zoning chapter in effect at the time that aspect, element, activity or use was constructed or initiated, that aspect, element, activity or use may continue and need not be brought into conformance with FWCC Article IV, Nonconformance, unless a provision of the article requires conformance. 5. Required Applications - A Binding Site Plan Review (BSP) is required to formally subdivide the parcel into two separate lots. BSP applications are processed under the provisions of section 22-476 et seq, Process III (UPR III). A State Environmental Policy Act (SEPA) Review is required with the BSP application. The fees are as follows: BSP $5,145.00 SEPA $ 472.00 Total $5.617.00 6. Binding Site Plan. As required by FWCC section 20-61, divisions of land for sale or lease which are intended for commercial or industrial development and which are zoned properly for such uses shall be required to obtain an approved binding site plan in accordance with this and other ordinances of the City. 7. SEPA Application. A SEPA review is required as a BSP is not categorically exempt from SEPA review, per the Washington Administrative Code (WAC) section 197-11- 800, Categorical exemptions, and FWCC 18-74, Flexible Thresholds. The intent of the environmental checklist is to identify the probable impacts that your project will have on the environment and reduce or avoid impacts, if it can be done. Although the City, as the lead agency, makes a determination based on these impacts, it will also consider any recommended methods for mitigating these impacts and a description of how these mitigating measures may impact adjacent properties. When a completed environmental checklist has been submitted, the City can proceed ' with issuing an environmental determination. Once a determination is made, the City is then required to give public notice of the action. Once a determination is issued, there is a 15-day public comment period and 14-day public appeal period (29 total days). No permits or approvals can be issued by the City until the appeal period has concluded. 8. Building Setbacks - All existing and proposed structures must meet minimum building setback requirements. The requirements are twenty feet from the front property line, zero for the side and rear property lines. Mr. Christian Kar November 10, 1994 Page 3 9. Landscape/Buffering Requirements - FWCC section 22-1566(0(1), requires Type III landscaping, five feet in width along all properties abutting public rights-of-way and ingress/egress easements. The front portions of the lots would need to meet this standard. FWCC section 22-1566(0(3), requires Type III landscaping, five feet in width along all perimeter lot lines of all lots. 10. Driveways - Driveways that serve any use other than detached dwelling units may not be located closer than 150 feet to any street intersection or to any other driveway whether on or of the subject property (22-1543a). McDonald's driveway is approximately 70 feet from the southeast corner from the subject property. In addition, there may be only one driveway for each 150 feet of lot frontage (22- 1543b). The circular driveway proposed is not allowed and should be reconfigured and situated to conform to these requirements. 11. Parking Lot Landscaping/Designs - Interior lots are required to be landscaped. FWCC section 22-1567(b)(li), requires Type IV landscaping to be provided at twenty square feet per parking stall when up to 49 parking stalls are provided. Parking design should conform to the parking standards of FWCC Article XV, Offstreet Parking. Required number of parking spaces is determined at 1 for every 80 square feet of gross floor area. Three on-site parking stalls are required for a 240 square feet building. Public Works: The following comments were provided by the City's Public Works Department. Any questions regarding these comments should be directed to Julie Venn, Engineering Plans Reviewer at 661-4125. 1. Traffic - The applicant will need to submit a Traffic Impact Analysis to address the impact to traffic circulation in the immediate area as a result of introducing this service. This analysis will help in determining any mitigation to potential traffic hazards, if any, and any pro-rata share contributions to the improvements of S. 348TH St. frontage per code requirements. Should the project proceed to building permit stage, the applicant can anticipate paying the Public Works Department plan review fees during construction based on hourly rates. Also, the construction will need to be bonded in the amount of 120% of the estimated cost of construction. Thirty percent (30%) of this cost will need to be bonded for a two-year period thereafter to assure proper maintenance of the facilities and repair of any defects. 2. Access Easement. Through the BSP Review, the lot configuration would need to provide for two separate lots. Each lot would need to front a public street. To reduce the number of driveways entering S. 348TH St. the Public Works Department Mr. Christian Kar November 10, 1994 Page 4 recommends a joint use access to the street granted via an easement. A reciprocal access easement, which includes use and maintenance provisions, must be included as part of the Binding Site Plan Review. 3. Drainage - The site is located in an area proposed for enhanced stormwater infiltration and supplemental on-site detention standards. Through the SEPA process, the applicant will need to comply with the recommendations of the Executive Proposed Plan, Hylebos Creek and Lower Puget Sound. Design of the drainage facilities should be comprehensive in nature taking into account the potential needs for other lot(s) in the binding site plan. Design of the storm system must address the possibility of infiltrating the runoff into the ground. Soil logs will be necessary to verify conditions on the site and the design parameters for an infiltration. If the soils are not type 1, 2 or 3, on-site detention will be required which includes designing the facilities using a release rate of 70% of the predeveloped 2-year storm event runoff and storing water for a 100-year rainfall event. Runoff from the site will need to be controlled and treated with the requirements of the King County Surface Water Design Manual (KCSWDM). More specifically, the site runoff will need to be routed through an oil/water separator and biofiltration swale. If the development increases the runoff 0.5 cfs from the predeveloped condition to the developed condition for a 100-year storm event, detention for the site will be required. The applicant will need to evaluate this condition to determine the applicability to this site. The applicant will need to submit, with any site plan review application, a Level 1 downstream analysis for the proposal and a written narrative on the relevance to this site of the Core and Special Requirements of the KCSWDM. Water & Sewer The following comments were provided by the Lakehaven Utility District. Any questions regarding these comments should be addressed to Mary Cossette at 941-2288. 1. Water - A developer extension agreement will be necessary if a hydrant or other fire protection systems are required. The owner shall construct such facilities at his/her cost under this agreement. 2. Sewer - An industrial User Survey (IUS) will be required. Pretreatment may be required, pending IUS evaluation. Sewer service can be provided via side sewer connection. Maximum length of side sewer is 200 feet at minimum slope of 2%. Mr. Christian Kar November 10, 1994 Page 5 Fire: The following comments were provided by Captain Pat Kettenring, Assistant to the Fire Marshall. Any questions about these comments should be directed to him at 946-7241. 1. Emergency access to the existing house should be provided. The minimum access width requirement is twenty-two feet. The minimum driveway area is twelve feet wide. Building: I have enclosed a copy of the Building Department's comments on the proposed building. Questions regarding these comments should be directed to K.C. Ellis, Lead Plans Examiner, at 661-4123. The comments can be addressed at the time for submitting for building permit application. OTHER ISSUES: During the technical review meeting, a couple of suggestions were made that would eliminate some of these requirements and applications. They are a lease of the entire parcel or the demolition of the existing nonconforming single family house. Either of these options would exempt this proposal from a Binding Site Plan and SEPA review. However, this project would still need to go through a Site Plan Review Process and a SEPA review, if applicable; and, subject to similar Planning, Public Works, Fire, Building, Water and Sewer requirements as mentioned above. Please be advised that this information is provided in response to the information presented for this application. Also, if the proposal requires a SEPA Review or as more detailed site plan information is submitted, there may be additional issues or concerns which may arise that were not addressed at the technical review meeting. I hope this information is helpful to you in the design of the project. If there are any questions, please feel free to call me at 661-4154. Respectfully, Fernando L. Fernandez Planning Technician Mr. Christian Kar November 10, 1994 Page 6 Enclosures: FWCC sections 22-757, 22-327, 22-476, 18-74, 20-61, 20-151 through 20-157, 20-178 through 20-187, 22-1566, 22-1567,22-1543 WAC 197-11-800 Building Department's Comments Lakehaven Utility District's Comments Attendance Roster c: Kathy McClung, Land Use Administrator Julie Venn, Engineering Plans Reviewer Pat Kettenring, Assistant to the Fire Marshall Dick Mumma, Building Official K.C. Ellis, Lead Plans Examiner • file PRE94_00.61\PREkr.DOC CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT • MEMORANDUM DATE: October 17, 1994 TO: COMMUNITY DEVELOPMENT REVIEW COMMITTEE (CDRC) MEMBERS Kathy McClung, Land Use Administrator Ron Garrow, Senior Development Engineer Dick Mumma, Building Official Rick Gilmore, Superisor of Tech. Services, Lakehaven Utility District Chris Ingham, King Co. Fire District #39 Tina Piety, Administrative Assistant FROM: Fernando Fernandez, Planning Technician PROJECT PLANNER: Fernando Fernandez Phone: 661-4154 PLEASE RESPOND BY: October 27, 1994 (PRE-APPLICATION W/ STAFF) ****************************************************************************** FILE NUMBER: PRE94-0061 PROJECT NAME: ESPRESSO CONNECTION PROJECT ADDRESS: 1406 S. 348TH ST PROJECT DESCRIPTION: 240 SQUARE FEET DRIVE THRU ESPRESSO BAR PROJECT CONTACT: CHRISTIAN B. KAR SEPA: UNKNOWN AT THIS TIME NOTES: NONE KARMEMO.DOC a,► R EC E 1 =D MASTEF T !AND USE APPLICATION � ._ QCT 1 7 1994 DEPARTMENT OF COMMUNITY DEVELOPMENT k... . _ a,>. t. .. , ::a. . .._ E, sss9a t,c w.t aoae�*raa�.t wa vvw 9eeo� . CITBULETA Y BUILDING APPLICATION NO. fXbfq-006/ Date AA /f Agent S cr AV "4/4W. Name of Applicant C/?K/S T/O✓ 3- k i2 Owner S '5 't'°'vG i - D . V 22 Z? fuer�e6' /p 20,3j pti.# Zvy- z�a b/-3 7 Address � � Phone � a �� -�3g- �L�J- Signature / Owner Name/Address - I !°6 c' 3 yj' ` ST' Phone (if different than applicant) Property Location 5-4/0/6- Kroll '7 3 le E (56 20- 21 - o i.¢) 6C Zone Legal Description S' A Project Description p v4- 6i0I 3-Sv 8L/4._.e/V4 (a Vo s ,c-f Parcel Number(s) 20 Z/b 4/- 9021 , Type of Permit Required: SEPA Notice Sign Checklist Magedi Bawl Site Plan Review R R Land Surface Modification R R * Boundary Line Adjustment Binding Site Plan R R R Short Subdivision * Subdivision R R R Shoreline R R * Variance R R R Conditional Use R R R Use-Process I R R * Use-Process II R R R Use-Process III R R R Quasi Judicial Rezone R R R Variance R* R R Comp. Plan/Rezone R . R Annexation R R Lot Line Elimination i *Pce_Application Meeting R = Required * = Optional by City MNrrERLA M COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE AGENDA OF: October 27, 1994 ATTN: Fernando Fernandez Planning Technician FROM: Lakehaven Utility District SUBJECT: Agenda Item No. 5 - Espresso Connection Preapplication Meeting PRE94-0061 COMMENTS: Water: Facility can connect via service connection to facilities within South 348th Street. If additional hydrants or other fire protection systems are required, owner shall construct such facilities at his cost under developer extension agreement with the District. Sewer; Sewer can be provided via side sewer connection. Maximum length of side sewer is 200' at minimum slope of 2%. Owner shall complete an Industrial User Survey ( I.U.S. ) with pretreatment requirements, if any, to be determined upon review of said I.U.S. By: �G�4e4 Date: /O-27-`l y • PR EVELOPMENT INFORMATI }I DERAL WAY BUILDING SECTION 661-4118 ssa (ok 4cA 6 Z sir/ PROJECT NAME OCCUPANCY TYPE R CONST UCTION 1. Submit with completed application for permit, seven complete sets of plans of 24"x36" maximum dimension(include architectural,structural,electrical,drainage,utilities,and landscaping). Provide three each 81/2"x11" and three full size site plans for addressing multiple building sites. 2. At submittal provide two sets of structural calculations prepared by a professional engineer, registered in the State of Washington. .3. At submittal provide two copies of soil investigations and reports, as specified in Chapter 29 of the Uniform Building Code. k4. At submittal provide two sets of energy code calculations, including lighting budget. Washington State Energy Code (1991). Non-Residential Energy Code (NREC) effective April 1, 1994. --V5. Provide two copies of King County Health Department approved drawings. 6. At the time of submittal, those regulations which are currently in effect shall be applicable to all project plans and specifications. The City of Federal Way has currently adopted all Uniform Codes, 1991 editions. k 7. Washington State Disability Standards apply (WAC 51-20). 8. Special inspection by an approved testing laboratory is required for site welding, high-strength bolting, piling operations,sprayed-on fireproofing,structural masonry,and cast-in-place concrete. Include testing lab selection and personnel credentials with building permit submittal for Building Section approval prior to construction (must be WABO certified agency and inspectors on January 1, 1994). "\--- 9. Separate permits are required for demolition, signs, rack storage, rockeries, etc., refer to Washington State Department of L & I for electrical permits. Plumbing and mechanical should be included on the main application for permits, described in !i1 above. 10. Revisions to submitted drawings will be subject to additional plan review fees, if on larger sheets than 81/2"x11". 1-� 1-/• ffc( --E--ctle-ci 11. Minimum estimated fireflow (gpm) I t /A ` ✓50/-1 l^' _ 12. Provide TWO FULL SIZE SITE PLANS APPROVED BY THE FEDERAL WAY POSTMASTER; showing approved locations, when installing gang-type mail boxes. -V13. No building or portion of a building shall be occupied or used for storage prior to the issuance of the CERTIFICATE OF OCCUPANCY. k14. No work shall start prior to the issuance of the permit. 15. Other: `K---C (0 - Z-6- CrL( PREPARED BY PRE.Dcv.FRm CITY OF • PUBLIC WORKS EE3 MEMORANDUM \)\) TO: Fernando Fernandez FROM: Ronald Garrow For Your Information Date: October 19, 1994 SUBJECT: Expresso Connection, PRE94-0061 The proposed location of the Espresso stand is north and adjacent to the upcoming widening of S. 348th Street between 16th Ave. S. and Pacific Highway S. The McDonald's on S. 348th Street is immediately to the east of this site. Access to the site is currently from the frontage road north of the main street. The proposed development will result in the increase in impervious surface area of more than 5000 square feet subject to vehicular traffic. This will trigger the need for compliance with specific requirements in the King County Surface Water Design Manual. Also, the availability of this service will route additional traffic onto the frontage roadway. However, most of this traffic is considered to be passer-by vehicles and is not expected to generate additional traffic into the area. Based on this information and the possibility that this proposal may have to go through a binding site plan process, the following information is provided: 1. Runoff from the site will need to be controlled and treated in conformance with the requirements of the King County Surface Water Design Manual (KCSWDM). More specifically, the site runoff will need to be routed through an oil/water separator and a biofiltration swale. If the development increases the runoff 0.5 cfs from the pre- developed condition to the developed condition for the 100-year storm event, detention for the site will be required. The applicant's'engineer will need to evaluate this condition to determine the applicability to this site. 2. The applicant will need to submit, with any site plan review application, a Level 1 downstream analysis for the proposal and a written narrative on the relevance to this site of the Core and Special Requirements of the KCSWDM. 3. Through the SEPA process, if a binding site plan is required, the applicant will need to comply with the recommendations of the Executive Proposed Basin Plan, Hylebos Creek and Lower Puget Sound. The site is located in an area proposed for enhanced stormwater infiltration and supplemental onsite detention standards. Design of the drainage facilities should be comprehensive in nature taking into account the potential needs for the other lot(s) in the binding site plan. Design of the storm drainage system must address the possibility of infiltrating the runoff into the ground. Soil logs will be necessary to verify conditions on the site and the design parameters for an infiltration. If the soils are not Type 1,2 or 3, on-site detention will be required which includes designing the facilities using a release rate of 70% of the predeveloed 2-year storm event runoff and storing water for a 100-year rainfall event. 4. The applicant will need to submit a Traffic Impact Analysis to address the impact to traffic circulation in the immediate area as a result of introducing this service. This analysis will assist in determining any mitigation to potential traffic turning movement hazards, if any, and any pro-rata share contributions to the improvement of S. 348th Street frontage per code requirements. 5. All site plans should be drawn using an engineering scale at no smaller than 1"=20' on sheets no larger than 24"x36". 6. Should the project proceed to building permit stage, the applicant can anticipate paying the Public Works Department plan review fees and inspection fees during construction based on hourly rates. Also, the construction will need to be bonded in the amount of 120% of the estimated cost of construction. Thirty percent of this cost will need to be bonded for a two year period thereafter to assure proper maintenance of the facilities and repair of any defects. L5_1r) igkeqv-.6a,/, 11 / 3 / qy 112C- Ciatil-9b AK __ApplkaoF 3fr itiogy_a_75 s LIIKEIALeM (141--Z2-gg /C>A1 G olyc.20,) Pi id L.( keTIENIir-ifJG" .gRZ yelw—st4,44.1,, 946 4_4 _5_/-71)-g74.267,2-r_z41-9,4'4. e/// 147letridio 1:2///7,0/1.4 tathe c7lfr O uIUNAtiroVolganDIpoift OCT 1 4 1994 c, ro?) ,,„: q . 4 ~AYE ~0 ` .-D C0 et Cots e RECEIVED OCT 171994 October 12, 1994 CITY OF FEDERAL WAY BUILDING DEPT. Fernando Fernandez Federal Way Planning Dept. 33530 1st Way S. Federal Way, WA 98003 RE: Site Plan for Pre Application Meeting Dear Fernando, Enclosed is the site plan for 1406 S. 348th St. that we discussed over the phone today. It is my intention to attain a building permit to construct a 240 s.f. drive through espresso bar on this site. This building would include plumbing and sewer connections in order to satisfy King County Health Dept. Included on the site plan is the legal description, property dimensions, existing structures, proposed structures, setbacks, traffic patterns and holding lanes, parking, landscaping, area zoning and other pertinent information. At this time I would like to request a pre-application meeting to discuss the feasibility of this project. Please let me know when this meeting will take place. I can be reached at 1-800-998- 5765. Thank you in advance for your cooperation. Respectfully, âdrYL Christian B. Kar President P.O. Box 2227 • Everett, Washington 98203 • Office (206) 252-0137 • Fax (206) 339-8235 • Toll Free (800) 998-5765 Post--II}t' brandd fax transmittalJit memo 7671 AoPages ► f re d/r /l�/L� From ity,A4074 C oe°' — 6r/3 7 Phone 9� - 730 0 Fa i f a x 33 q gcc 1 Fax a� �j b- 5/ 7 KING COUNTY DEPARTMENT OF ASSESSMENTS PAI1IO8O-S1 ASI3 REAL PROPERTY LEGAL DESCRIPTION 10/11/94 ACCOUNT NUMBER: 202104-9021-0 PROPERTY ADDRESS: 1406 S 348TH ST FED WAY TAXPAYER NAME: DINGES RAYMOND & PAULINE QTR: SE SECT: 20 Tf!N: 21 RNG: 04 FOLIO: C21719-A-1 SUBAREA: 440-000 LEGAL DESCRIPTION - PAGE 1 NOTE! READ LEGAL LINES LEFT TO RIGHT ACROSS SCREEN. LOT BLOCK PLAT: W 115 FT OF N 222.48 FT OF S 252. 49 FT OF SE 1. 4 OF NE 1/4 OF SE 1/4 -- PER KG LLA *284010 RECEIVED OCT 7 1994 CITYAY BUILDING DEPT. * * * END OF LEGAL DESCRIPTION * 0-3i NEXT ACCOUNT: 202101 9021 0 JUMP CODE: ENTER--F'F1--PF2--PF3--PF4--PF5--F'F6--PF7--PF8--PF-9---PF1O-PF11-PF12-F'F13-PF14-F'F15-P1=16-PF17-PF18-PE 19-EF20-PF21-PF22-PF23----PF24-- HELP END MENU CHAR HIST LEGL APPR PF-HELP MENU+ ! r 1 (n1LIT`( POLE ALL DRIVING 4 tFARKI J6 75 .56 © w/ A. CCAi B /k5"A`T 2" w 14PfgoP AP le" '7D"INI/V6 S. 3464 S EsS zoAD FROM HWY ' vls.. ..24 T *_ 1 .., , AC.Cms 7-0 i : �ICi91lEL tIN o E-t2 70 o �oN 3 le -,O EXI51 I tuG Aa FIR T�a ,.. fil E. ZO' SIN6L1: A o BXISTIN(, FAM1�'f JITCR METER i tr)ENce 7 3Zi-(.2X 1/8' X 3�/-� tt� 'ClIs ,r.. RECE 1-1 IVED it L? T 7 1994 __„ CITY OF FEDERAL WAY BUILDING DEPT. v, T y ZSt l441V6st < 501 Ni 222 ' U71 c.t TY PbtE s iTE ADD REss : Ho& s. 3484" -sT �A>�K t NCB PEQ: FEDEgRL Wfi Y YEA We I 51/ILL fEle so s.r. 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