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91-101868 g CITY OF t""" FILE • q� FW33530 1ST WAY SOUTH • FEDERAL WAY, WASHINGTON 98003 August 23, 1991 kl5 Li r Lc) rke-t-H-��- 4-1 s L-&11E l ksec crL `7) <��.� . '1 ,� � c� A T t Dp LtCA-'-T S g -t-- !nl i 1 (.4.)A-S S€At T 9- `�- 71 Mr. Dennis Ziesemer Brown, Connally, Rowan Architects 222 East 26th Street, Suite 106 Tacoma, WA 98421 02, RE: PRE-APPLICATION CONFERENCE NO. PRA-91-000A FOR TACO BELL; 1406 SOUTH 348TH STREET Dear Mr. Ziesemer: The City of Federal Way's Development Review Committee met with representatives of Taco Bell on August 8, 1991. This letter is a summary of the meeting which lists the items that you will need to address and/or satisfy with your application for site plan and environmental checklist review. For your convenience, I have listed comments in the order in which they were discussed. Where appropriate, the pertinent ordinance section have been noted. The first issues discussed involved zoning code requirements dealing with your project. These issues are listed item by item in the attached planning analysis. You must submit an environmental checklist for your project, per the Washington State Environmental Policy Act(SEPA). Once a completed 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 the determination is issued, there is a 29-day public comment and appeal period. No permits or approvals can be issued by the City until this appeal period is over. The intent of an environmental checklist is to identify the probable impacts that your project will have on the environment. Although the City, as the lead agency, makes a determination based on these impacts, it will also take into account any recommended methods for mitigating these impacts and a description of how these mitigating measures may impact adjacent properties. Mr. Dennis Ziesemer August 23, 1991 Page 2 The following comments are provided as a guide for the development of the site and to assist you in preparing your application for site plan review and your environmental checklist. TRAFFIC 1. A Level One traffic analysis will be required as part of the initial site plan review submittal. The scope of this analysis should be discussed with the City's Traffic Engineer, Mr. Tim Miller. 2. Submit topographic information on the location of existing driveways, right-of-way improvements along South 348th Street, and existing conditions surrounding the site. The topographic map shall utilize two-foot contour intervals and significant spot elevations on King County datum. 3. The lot is less than 150 feet in width. Section 110.50, 2 (b), Federal Way Zoning Code (FWZC) specifies that "there may be no more than one driveway for each 150 feet of lot frontage. The City may further limit or prohibit access to or from driveways onto arterial streets." Consequently, the proposal will be restricted to only one drive onto 348th Street. 4. Right-of-Way Requirements: In order for a parcel of property to be considered a legal building site in the City of Federal Way, it must be adjacent to a street that meets the minimum requirements established under Chapter 110, Federal Way Zoning Code(FWZC). The owner will be required to contribute a pro-rate share of the cost of improvements to South 348th Street based on the results of the Level One traffic analysis. Improvements include HOV lanes, street widening and signal modifications. "Frontage" improvements may be required at this time for the proposed development as they relate to safety, access and drainage. Ron Garrow, City Engineer, (661-4000), will provide specific standards for compliance. The Public Works Director may modify, defer or waive the requirements of Chapter 110 (conditions above) only after consideration of a written request for the reasons listed in Section 110.60, FWZC (copy enclosed). DRAINAGE The site is located in the West Branch Hylebos Creek Sub-basin in an area recommended for enhanced storm water infiltration (see Figure 4.1.3 of the Hylebos Creek and Lower Puget • F /- Mr. Dennis Ziesemer August 23, 1991 Page 3 Sound Basin Plan). The site plan proposes to utilize infiltration as recommended in the Basin Plan. Biofiltration will be required if infiltration of off-site discharge is used. If the soils are found not to be conducive to infiltration, discharge from the site will require appropriate on-site detention. Oil/water separation will be required in all cases. 1. Design of all storm water facilities shall comply with the 1990 King County Surface Water Design Manual (KCSWDM). 2. A conceptual drainage plan must be submitted with your application for site plan and environmental review. 3. A Level One drainage analysis shall be prepared for site plan review (if discharge from the site will be required). The contents of this analysis are detailed in the 1990 KCSWDM. 4. A detailed narrative shall be submitted at site plan review addressing the relevance to the proposed development of all core and special requirements in the 1990 KCSWDM. 5. Submit soil logs and infiltration rates of those areas proposed for storm water infiltration. This information shall be provided by a professional geotechnical engineer licensed in the State of Washington. Consideration should be given to grading of the site when preparing the site plan for City's review. An overflow outlet from the site should be provided from the on-site drainage system in the event of system failure. Construction of site improvements will require bonding in the amount of 120% of the estimated cost. As-builds of the installed systems will be required prior to release of the bonds. If you have any questions or need further information regarding the public works requirements, contact Ron Garrow at 661-4118. WATER & SEWER WATER: A developer extension will be necessary if a hydrant and fire sprinkler system are required. SEWER: An Industrial User Survey (IUS) will be required. Pretreatment may be required, i .4 *' Mr. Dennis Ziesemer August 23, 1991 Page 4 pending IUS evaluation. Service can be provided by side sewer connection. For information regarding sewer and water for your project please contact Mr. Rick Gilmore, Federal Way Water and Sewer Department. A copy of the Federal Way Fire Department comments is enclosed. If you have questions regarding hydrant location and other Fire Code requirements, please contact Greg Brozek, Assistant Fire Marshal, Fire District#39, 839-6234 for specifics. For your information, I have enclosed a copy of the Federal Way Building Department preliminary review and specific requirements for your building permit application. For questions regarding construction standards or other building permit requirements contact K. C. Ellis, Plans Examiner at 661-4118. I will be leaving the City after August 23, 1991. Lori Schill has been assigned to your project. You may contact her at 661-4019 regarding any questions about the review process or submittal requirements. Respectfully, 4, Cory SMith Associate Planner Enclosures c: Mr. Mike Randles, Construction Mgr., Taco Bell Corporation Mr. Steve Lawson, Real Estate Div., Taco Bell Corporation Lori Schill, Associate Planner Kathy McClung, Permit Manager Tim Miller, Traffic Engineer Ron Garrow, Engineer, PEI K. C. Ellis, Plans Examiner Greg Brozek, Assistant Fire Marshall Rick Gilmore, Federal Way Water & Sewer CS:TACO.LTR • J BROWN CONNALLY ROWAN A It C IIII FCI July 26, 1991 Site Plan Review Board City of Federal Way 33530 1st Way South Federal Way,Washington 98003 RE: Presubmittal meeting for Taco Bell Restaurant @ 1406 S. 348th Street Dear Sirs: Our client is in the planning stages of building a new Taco Bell fast food restaurant adjacent to McDonald's on 348th Street. We would like to set up a pre submittal meeting on August 15, 1991. Here are a few questions we would like to have answered: 1. DRIVEWAY: A. Due to an exceptionally narrow lot,we would like to go with (1) entrance/exit and(1)exit at the drive-thru,being that the site has(2) existing entrances. 2. STORM DRAINAGE: A. Due to the lay-out of the parking lot and drive-thni,we are proposing to break up the bio-filtration into(3) areas sized appropriately for the asphalt areas.The lay-out shows that all the storm drainage will be retained on-site. If this cannot be done,then we will need some information on the downstream analysis requirements. B. We need to find out if the drive-thru exit paving area(approx. 675 S.F.) would be allowed to flow onto the access road due to the location of the highpoint at the drive-thru window. 3. REVIEW PROCESS: A. Are there any pending changes with the SPRC,associated fees,or processing times? 4. SIGN REQUIREMENTS: A. Are there any pending changes in the sign ordinance? 5. TRAFFIC STUDY ANALYSIS: A. We will need to know the scope of the required traffic analysis. COMMERCIAL INSTITUTIONAL - ., ...MEDICAL INDUSTRIAL (206)627-4367 222 EAST 26th STREET SUITE 106 Mii' TACOMA,WA 98421 FACSIMILE(206)627-4395 •ram July 26, 1991 City of Federal Way Page 2 We appreciate your willingness to have these informal review committees to assist us in the design process of this new building. If you have any questions.please feel free to call me. 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Lc& l -zW K DIES TThCTLL— -c- Ctrvia.)‘-,LL_ K.esto—v (_,L7 4-3 C ri or Fc---0 l<4-7-71 nc ,A/c . --1, , CJ2 - 4(G1 G ( Gge- 1"700, _e- G6.1 - erir7 ak. 4//o CITY OF FEDERAL WAY TECHNICAL COMMITTEE DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: August 1, 1991 TO: Building Section FROM: Department of Community Development PROJECT PLANNER: Cory Smith, Associate Planner PHONE: 661-4104 PLEASE RESPOND BY: August 8, 1991 ********************************************************************** TYPE OF PERMIT REQUIRED: Pre-Application Meeting FILE NO. : PRA-91-0001 PROJECT NAME: Taco Bell PROJECT ADDRESS: 1406 South 348th Street PROJECT DESCRIPTION: Proposed construction of a new Taco Bell fast food restaurant. APPLICANT: Dennis Ziesemer Brown, Connally, and Rowan Architects, Inc. PHONE NO. : 627-4367 PROJECT BACKGROUND: SEPA: **************************************************************** ***** r_ ko'l5 0 COMMENTS vCC C{1AY— (c, ct L Pre-Development Information k1. Submit with completed application for permit, Seven complete sets of plans of 24" x 36" maximum dimension (include architectural, structural, electrical, drainage, utilities, and landscaping) . Provide Three each 8 1/2" x 11" and Three full size site plans for addressing of multiple building sites. X2. At submittal provide p-set of structural calculations prepared by a professional engineer, registered in the State of Washington. )( 3. At submittal provide Two copies of soil investigation and report as specified in Chapter 29 of Uniform Building Code. 4. At submittal provide Two sets of energy code calculations including lighting budget. 11WWWashington State Energy Code. 5. Provide Two copies of King County Health Department approved drawings. 6. The City of Federal Way has adopted the Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, and Uniform Fire Code, 1988 editions. These and other nationally recognized standards will be used for plans review. 7. Washington State Barrier Free Standards apply. 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 form with building permit submittal. 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 permit described in #1 above. 10. Revisions to submitted drawings will be subject to additional plan review fees. 11. The information from the pre-development meeting shall expire without limitation after 180 days. 12 . Provide TWO FULL SIZE SITE PLANS APPROVED BY THE FEDERAL WAY POSTMASTER when installing gang-type mail boxes showing approved locations. 13. No building or portion of a building shall be occupied or used for storage prior to the issuance of the CERTIFICATE OF OCCUPANCY. 14. Other f I C'w__ r ( 41,, Cl - 'e v- c(A( t't f a detd 1C-117eed q C 1S-t, -���� cv\-- b( t S 4 TECHNICAL REVIEW (Commercial) Fire Hydrants 15. Fire hydrants shall be spaced 300 feet or less apart. 16. All commercial buildings shall be served by at least one fire hydrant within 150 ft. (not closer than 50 ft. to the building) and no portion of the building shall be more than 300 ft. from a fire hydrant. Distances will be calculated by vehicle travel distance. 17. Fire hydrant locations are subject to the approval of the Fire Marshall or his/her designee and fire hydrants shall be in service prior to the start of combustible construction. 18. A certificate of water availability shall be provided indicating the fire flow available at the site. A- 19. Other A& {k Lr o Ll !t !c L r IC - I S ( ( i ft, ) I Fire Department Access Roadway_ 20. During construction, an all-weather fire department access roadway is required when any portion of an exterior wall of any building is more that 150 ft. from the fire department access roadway. 21. Provide fire access roadways to within 150 ft. of all portions of the exterior walls of the first story of each building. 22. All fire department access roadways shall be constructed of an all-weather surface capable of supporting a 25-ton vehicle and the maximum roadway grade shall not exceed 12 percent. 23. All fire department access roadways shall have a clear width of not less than 20 ft. and an overhead clearance of not less than 13 ft. 6 in. All turns and/or bends shall be designed at not less than a 20 ft. inside and 40 ft. outside turning radius. 24. All fire department access roadways which have dead-ends exceeding 150 ft. shall be provided with a cul-de-sac at the dead-end. All such cul-de-sacs shall be not less than 80 ft. in diameter. y 25. Designated fire lanes may be required for emergency access. This may be done during plans check or after the facility is in operation. 26. Other Automatic Fire Sprinkler System 27. An automatic fire sprinkler system is required in all buildings where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10,000 sq. ft. 28. The automatic fire sprinkler system shall be tied into the fire alarm system (last zone) in all buildings having an automatic fire detection system. 29. Fire department connections shall be located at the front of the building(s) or structure(s) served (not located on the walls of the building(s) or structure(s) and shall be identified as to the type of system served. 30. Fire department connections shall not be located more than 50 ft. from a fire hydrant and shall be located on the same side of the road as the fire hydrant. 31. Fire department connections shall be located not less than 18 in. , nor more than 120 in. from the finished edge of an approved roadway or fire lane. The inlets shall be not less than 18 in. , no more than 36 in. above the finished grade. 32. The inlets shall face the driving surface and be protected with approved caps. 33. Required fire sprinkler systems shall comply with UBC Standard 38.1. For solid pile storage in excess of 15 ft. in height, refer to UFC Standard 81.1. For rack storage more than 12 ft. , refer to UFC Standard 81.2. In spec. buildings where commodity and storage arrangement is not known, the sprinkler system will have a design density of .39/5600 sq. ft. , or a density approved by W.S.R.B. 34. For this project, sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual, Industrial Risk Insurers, Loss Division of Kemper, for approval, or bear the certification stamp of NYSET Level III Minimum Designer. 35. Underground fireline piping plans shall be submitted to Public Works, Fire Department, and Federal Way Water and Sewer Department for approval. 36. Sprinkler systems serving more than 100 sprinkler heads shall be supervised by an approved central, proprietary, or remote station. Monitoring companies shall be listed with U.L. or Factory Manual. 37. Submit a minimum of 3 sets of shop drawings for special installations such as fixed extinguisher systems, fire alarms, dust collectors, flammable liquid storage, etc. 38. Other Automatic Fire Detection System 39. An automatic fire detection system is required in all buildings exceeding 3000 sq. ft. gross floor area. This system shall be monitored by a central station and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the Fire Marshall or his/her designee. Reybox 40. A keybox is required if access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for lifesaving or fire-fighting purposes. 41. Other Miscellaneous Requirements \.< 42. Portable fire extinguishers will be required per UPC Standard 10-1. Except for special hazards, travel distance to an extinguisher shall not exceed 75 ft. and one 2A-rated fire extinguisher is required for every 3,000 sq. ft. ; 5' maximum mounting height above the floor, 4" minimum mounting height. X 43. Addresses shall be legible from the street fronting the property. Typical minimum size: Multi-family complex . . 12"; Commercial, less than 50 ft. setback . . 6"; 50 ft. to 100 ft. . . 18"; 100 ft. or more 24" and residential . . 3". _ 44. One copy of the site plan that has been reduced to 8 1/2" x 11" shall be provided. The drawing shall include fire hydrant location, fire sprinkler connections, location of fire walls, mechanical rooms, smoke removal switches, sprinkler risers, and emergency power generators. 45. Dumpsters, 1.5 cubic yard or larger capacity, must not be stored inside buildings and must be 5 ft. minimum from any building or structure. 46. Other /✓C ii,ICI L S1,"�Ci ( 54-04 (� C i' fort-kk (---- ctA(/c)-e_ oti'd /-e_74(-) 1-C- /7/ /' TECHNICAL REVIEW (Resi ial) Fire Hydrants 47. Fire hydrants shall be spaced 700 ft. or legs apart. Every building lot shall have a fire hydrant within 350 ft. Distances will be calculated by vehicle travel distance. 48. A certificate of water availability shall be provided indicating the fire flow available at the site. 49. Other Fire Department Access Roadway 50. Fire department access roadways shall be requried for every building when any portion of an exterior wall of the first story is located more than 150 ft. from fire department vehicle access. 51. All fire department access roadways shall be designed and maintained to support the imposed loads of fire apparatus and shall be provided with a surface so as to provide all-weather driving capabilities. 52. All fire department access roadways shall have an unobstructed vertical clearance of not less than 13 ft. 6 in. The unobstructed width of a fire department access road shall be not less than 20 ft. and all turns and/or bends shall be designed at not less than a 20 ft. inside and 40 ft. outside turning radius. 53. All fire department access roadways which have dead ends exceeding 150 ft. shall be provided with a cul-de-sac at the dead end. All such cul-de-sacs shall be not less than 80 ft. in diameter. 54. Fire department access roadway grade shall not exceed 15 percent. 55. Other Automatic Fire Sprinkler Systems 56. An automatic fire sprinkler system is required in all buildings having three or more levels (including garages) or containing five or more dwelling units. 57. The automatic fire sprinkler system shall be tied into the fire alarm system (last zone) in all buildings having an automatic fire detection system. 58. Every building with 20 or more sprinkler heads shall be provided with an indivival fire department connection. 59. Fire department connections shall be not less than a 1 1/2 in. diameter supply fitted with a single 2 1/2 in. (NST) pumper inlet connection. 60. Fire department connections shall be located at the front of the building(s) or structure(s) served (not located on the walls of the building(s) or structure(s) ) and shall be identified as to the type of system and the building and/or area served. 61. Fire department connections shall be located not less than 18 in. , nor more than 120 in. from the finished edge of an approved roadway or fire lane.. The inlets shall be not less than 18 in. , nor more than 36 in. above the finished grade. 62. The inlets shall face the driving surface and be protected with approved caps. 63. Fire department connections shall not be located more than 150 ft. from a fire hydrant. 64. Other Automatic Fire Detection System 65. An automatic fire detection system is required in all buildings exceeding 3,000 sq. ft. gross floor area. This system shall be monitored by a central station and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the Fire Marshal or his/her designee. 66. Other CONDITIONS OF APPROVAL ********************************************************************** SIGNED: DATE: ********************************************************************** tech4.frm - # , r • _ _ Technical Review (Commercial) Agenda Date: AUGUST 8, 1991 Subject : TACO BELL / PRE-APPLICATION To: CORY SMITH From: FEDERAL WAY FIRE DEPARTMENT, Captain Pat Kettenring Fire Hydrants • ✓ 1 . Fire hydrants shall be spaced 300 ft. or less apart. V 2. All commercial buildings shall be served by at least one fire hydrant within •150 ft`.- (not closer than 50 ft. to the building) and no:portion of the building stall be more than 300 ft ftrom'`a"fire''hydrant. Distances will be calculated by vehicle travel distance. ✓ 3. Fire hydrant locations are subject to the approval of the Fire Marshal or his/her designee and fire hydrants shall be in service prior to the start of combustible construction. ✓ 4 . A certificate of water. availability shall be provided indicating the fire`:flow available at the site. 5. Other: Fire Department Access Roadway 1. During construction, :: an Tall-weather fire department access roadway is required when any portion of an exterior wall of any building is more than 150 ft. from the fire departmeit' access}roadway. v' 2. Provide fire access roadways to within 150 ft....of all portions of the exterior walls of the first story of each building. 3. All fire department access roadways shall be constructed of an all-weather surface capable of supporting a 25 ton vehicle and the maximum roadway grade shall not exceed 12 per cent. `/-. 4 . All fire department access roadways shall have a clear width of not less than 20 ft. and an overhead clearance of not less than 13 ft. 6 in. All turns and/or bends shall be designed at not less than a 20 ft. inside and 40 ft. outside turning radius. ✓ 5. All fire department access roadways which have dead ends exceeding 150 ft. shall be provided with a cul-de-sac at the dead end. All such cul-de-sacs shall be not less than 80 ft. in diameter. 6. Designated fire lanes may be required for emergency access. This may be done during plans check or after the facility is in operation. 7 . Other: Automatic Fire Sprinkler Systems •—" 1 . An automatic fire sprinkler system is required in all • buildings where the total floor area included within the surrounding exterior walls on all floor levels, including basements, exceeds 10, 000 sq. ft. 2. The automatic fire sprinkler system shall be tied into the fire alarm system (last zone) in all buildings having an automatic fire detection system. 3. Fire department connections shall be located at the front of the building(s) or structure (s) served (not located on the walls of the building(s) or structure (s) ) and shall be identified as to the type of system served. 4. Fire department connections shall not be located more than 50 ft. from a fire hydrant and shall be located on the same side of the road as the fire hydrant. 5. Fire department connections shall be located not less than 18 in., nor more than 124 in. from the finished edge of an approved roadway or fire lane. The inlets shall be not less than 18 in. , nor more than 36 in. above the finished grade. — 6. The inlets shall face the driving surface and be protected with approved caps. 7. Other: Automatic Fire Detection System 1. An automatic fire detection system is required in all buildings exceeding 3, 000 sq. ft. gross floor area. This system shall be monitored by, a central station and/or remote station conforming to the current requirements of the National Fire Protection Association standards and/or the Fire Marshal or his/her designee. 2 .. Other: Kevbox 1. A keybox is required if access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire-fighting. purposes. 2 . Other: Comments • ser4/g r Reviewed by: KCFD #39 Date CITY OF FEDERAL WAY TECHNICAL COMMITTEE DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: August 1, 1991 TO: Fire District #39 FROM: Department of Community Development PROJECT PLANNER: Cory Smith, Associate Planner PHONE: 661-4104 PLEASE RESPOND BY: August 8, 1991 ********************************************************************** TYPE OF PERMIT REQUIRED: Pre-Application Meeting FILE NO. : PRA-91-0001 PROJECT NAME: Taco Bell PROJECT ADDRESS: 1406 South 348th Street PROJECT DESCRIPTION: Proposed construction of a new Taco Bell fast food restaurant. APPLICANT: Dennis Ziesemer Brown, Connally, and Rowan Architects, Inc. PHONE NO. : 627-4367 PROJECT BACKGROUND: SEPA: *****************tk**********************fit**fit**free********************* COMMENTS Fire Lanes/Access: C-14"el • Turn-Around: Fire Hydrants: Key Box: Sprinkler System Hookup: Vertical Standpipe Hookup: Other: COMMENTS ***************************+ *************************************fit**** SIGNED: DATE: Wzlq 1 techl.frm 11 II PEIIBarrett Consulting Group 720 S.333rd,Suite 200 Federal Way,WA 98003 206 838-6202 FAX:206 874-0577 Date: August 8, 1991 To: Cory Smith Reviewed by: K. Miller ✓ T. Miller / From: Ronald Garrow C. Roe Subject: Taco Bell 1406 S 348th St. Pre-Application Meeting The applicant is proposing to construct a Taco Bell restaurant at the above referenced address. The site measures 115 ' wide and 222 ' deep and is adjacent to McDonald' s. The site is located in the West Branch Hylebos Creek Sub-basin in an area recommended for enhanced stormwater infiltration (see Fig. 4 . 1. 3 of the Hylebos Creek and Lower Puget Sound Basin Plan) . The site plan proposes to utilize infiltration as recommended in the Basin Plan. Biofiltration will be required if either infiltration of off-site discharge is used. If the soils are found not to be conducive to infiltration, discharge from the site will require appropriate on-site detention. Oil/water separation will be required in all cases. The lot is less than 150 feet in width. Federal Way Zoning Code #110. 50, paragraph 2 (b) specifies that "there may be no more than one driveway for each 150 feet of lot frontage. The City may further limit or prohibit access to or from driveways onto arterial streets. " Consequently, the proposal will be restricted to only one driveway onto S 348th St. The current driveway configuration is non-conforming and will require modification per the codes. The applicant has asked if partial runoff onto S 348th Street will be allowed from the parking lot. All runoff must be detained on- site. Only the immediate driveway pavement area (within the right- of-way) may drain directly onto the street. The minimum submittal requirements for the site plan review must include the following: 1. Conceptual drainage plan. 2 . A Level 1 downstream drainage analysis (if discharge from the site will be required) in accordance with the 1990 King County Surface Water Design Manual (KCSWDM) . Civil/Environmental Engineers• Land Surveyors• Planners 3 . A detailed written narrative on the relevance of all Core and Special Requirements of the 1990 KCSWDM. 4 . A Level 1 traffic analysis, the scope of which should be defined by discussions with Mr. Tim Miller at 661-4133 . 5. Soil logs and infiltration rates of those area proposed for storm water infiltration. This information shall be provided by a professional geotechnical engineer licensed in the State of Washington. 6. Topographic information on the location of existing driveways, right-of-way improvements along S 348th St. , and existing conditions surrounding the site. The topographic map shall utilize 2-foot contour intervals and significant spot elevations on King County datum. The owner will be required to contribute a pro-rata share of the cost of improvements to S. 348th St. based on the results of the Level 1 traffic analysis. Improvements include HOV lanes, street widening and signal modifications. "Frontage" improvements may be required at this time for the proposed development as they relate to safety, access and drainage. Consideration should be given to grading of the site when preparing the site plan for City' s review. An overflow outlet from the site should be provided from the on-site drainage system in the event of system failure. Construction of site improvements will require bonding in the amount of 120% of the estimated cost. As-builts of the installed systems will be required prior to release of the bonds. COMMUNITY DEVELOPMENT TECHNICAL REVIEW COMMITTEE AGENDA OF: August 8 , 1991 ATTN: Cory Smith Associate Planner FROM: Federal Way Water and Sewer SUBJECT: Agenda Item No. 1 - Taco Bell Preapplication Conference COMMENTS: Water: Developer extension will be necessary if hydrant and fire sprinkler system are required. Sewer: Industrial User Survey ( IUS) will be required. Pretreatment may be required, pending IUS evaluation. Service can be provided by side sewer connection. By: Date: $ 'a /l ; I T. �E '-use at ira ( - 3 i ��; /L ,,�Ciii� �: / ��I i/;hfj► CITY OF FEDERAL WAY TECHNICAL COMMIT18g DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: August. 1, 1991 TO: Rich Atkinson, Code Compliance Officer FROM: Department of Community Development PROJECT PLANNER: Cory Smith, Associate Planner PHONE: 661-4104 PLEASE RESPOND BY: August 8, 1991 ********************************************************************** TYPE OF PERMIT REQUIRED: Pre-Application Meeting FILE NO. : PRA-91-0001 PROJECT NAME: Taco Bell PROJECT ADDRESS: 1406 South 348th Street PROJECT DESCRIPTION: Proposed construction of a new Taco Bell fast food restaurant. APPLICANT: Dennis Ziesemer Brown, Connally, and Rowan Architects, Inc. PHONE NO. : 627-4367 PROJECT BACKGROUND: SEPA: ( U y PI F' S 1-1.1 E :040ei.J_� 4 I.) vS i 1 VE Caul-. PLEASE COMMENT ON WHAT AFFECT THIS PROJECT WILL HAVE. A MIMI& 61>C.- ® &it ) (siv carrEe.ogy "E ) 7 AMMismma m. Abbrno i41..._ Po P'TAiLE viJAcF ********************************************************************** SIGNED: ' DATE: / 7-' "I ********************************************************************** techalt.frm C.;.6 vi CAT E- 7 0 0/ ri=.-.-", ) 1c Lt KLE:A 4_, c7r- , i 7- ts -0 - I LE ii,4-7 t 0 A.)1,4 l- b k-,4 4,A.) 1 ,,,,)&-S *..) E.,t•-,- F-:-/ , , 0 - A Li 0- 14 7- 0 10 A P o La A t CITY OF FEDERAL WAY TECHNICAL COMMITTEE DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: August 1, 1991 Fi:)w\ ,-T@t Federal Way Parks Department F(: Department of Community Development PROJECT PLANNER: Cory Smith, Associate Planner PHONE: 661-4104 PLEASE RESPOND BY: August 8, 1991 ********************************************************************** TYPE OF PERMIT REQUIRED: Pre-Application Meeting FILE NO. : PRA-91-0001 PROJECT NAM . Taco BelY PROJECT ADDRESS: 1406 South 348th Street PROJECT DESCRIPTION: Proposed construction of a new Taco Bell fast food restaurant. APPLICANT: Dennis Ziesemer Brown, Connally, and Rowan Architects, Inc. PHONE NO. : 627-4367 PROJECT BACKGROUND: SEPA: ********************************************************************** COMMENTS What effect or impact will this proposal have in regards to parks? 4/0 2omr?en-�- A &, Will the proposal result in the need for new or altered services or equipment relating to the park department? No What measures could be included in the plans which would reduce these impacts? **dk*dk************#ttk*tlk*************tktk**************ir k#t*tktlktkdktk*****dk***** SIGNED. DATE: ********************************************************************** tech8 .frm CITY OF FEDERAL WAY TECHNICAL COMMITTEE DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: August 1, 1991 TO: School District FROM: Department of Community Development PROJECT PLANNER: Cory Smith, Associate Planner PHONE: 661-4104 PLEASE RESPOND BY: August 8, 1991 ********************************************************************** TYPE OF PERMIT REQUIRED: Pre-Application Meeting FILE NO. : PRA-91-0001 PROJECT NAME: Taco Bell PROJECT ADDRESS: 1406 South 348th Street PROJECT DESCRIPTION: Proposed construction of a new Taco Bell fast food restaurant. APPLICANT: Dennis Ziesemer Brown, Connally, and Rowan Architects, Inc. PHONE NO. : 627-4367 PROJECT BACKGROUND: SEPA: ********************************************************************** COMMENTS Does this proposal create impacts to the School District? No If so, what measures would mitigate these impacts? Will this proposal be served by school busses? If so, would pick up areas be needed? Where do you recommend they be located? Will this project require student shelters? If so, where would you like to see them located? Will bus turnouts be required for this project? If so, where would you like to see them located? OTHER ********************************************************************** SIGNED: DATE: V S-( q ********************************************************************** tech6.frm rs e CT/ CITY OF FEDERAL WAY DEVELOPMENT REVIEW COMMITTEE DATE: July 30, 1991 TO: All members + Tim Miller, Cary Roe & Rich Atkinson FROM: Department of Community Development PROJECT PLANNER: Cory Smith, Associate Planner PHONE: 661-4104 Please respond by: August 8, 1991 ***************************************************************** TYPE OF PERMIT REQUIRED: Pre-application Meeting FILE # PROJECT NAME: Taco Bell Restaurant PROJECT SITE: 1406 S. 348th Street PROJECT DESCRIPTION: Proposed construction of a new Taco Bell fast food restaurant. APPLICANT: Dennis Ziesemer Phone: 627-4367 Brown, Connally, and Rowan Architects, Inc iemein ; r, BKOVN CONN /1LLY R 0 V, '\ N July 26, 1991 Site Plan Review Board City of Federal Way 33530 1 st Way South Federal Way,Washington 98003 RE: Presubmittal meeting for Taco Bell Restaurant @ 1406 S. 348th Street Dear Sirs: Our client is in the planning stages of building a new Taco Bell fast food restaurant adjacent to McDonald's on 348th Street. We would like to set up a pre submittal meeting on August 15, 1991. Here are a few questions we would like to have answered: 1. DRIVEWAY: A. Due to an exceptionally narrow lot,we would like to go with (1) entrance/exit and(1)exit at the drive-thru,being that the site has(2) existing entrances. 2. STORM DRAINAGE: A. Due to the lay-out of the parking lot and drive-thru,we are proposing to break up the bio-filtration into(3) areas sized appropriately for the asphalt areas.The lay-out shows that all the storm drainage will be retained on-site. If this cannot be done,then we will need some information on the downstream analysis requirements. B. We need to find out if the drive-thru exit paving area(appi ox. 675 S.F.) would be allowed to flow onto the access road due to the location of the highpoint at the drive-thru window. 3. REVIEW PROCESS: A. Are there any pending changes with the SPRC,associated fees,or- processing times? 4. SIGN REQUIREMENTS: A. Are there any pending changes in the sign ordinance? 5. TRAFFIC STUDY ANALYSIS: A. We will need to know the scope of the required traffic analysis. COMMERCIAL INSTITt C'NA MFD!CAL INDUSTRIAL (206)627-4367 222 EAST 26th STREET SUITE 106 TACOMA,WA 98421 FACSIMILE(206)627-4395 July 26, 1991 City of Federal Way Page 2 We appreciate your willingness to have these informal review committees to assist us in the design process of this new building. If you have any questions.please feel free to call me. 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