The URL can be used to link to this page

92-102395 (2) Wd=1. 33530 1ST WAY SOUTH • FEDERAL WAY, WASHINGTON 98003 January 31, 1992 Camille Towey Brown Connally Rowan Architects 222 E 26th Street Tacoma, WA 98421 RE: APPLICATION #SPR 92-0001 TACO BELL RESTAURANT, 1406 S 348th Street, Federal Way Dear Ms. Towey: The Community Development Technical Review Committee met Thursday, January 23, for site plan review of your development proposal. Technical Review Committee members' comments relative to the proposed project are summarized below or are included as attachments to this letter. For your information and reference, staff contacts are also provided with each summary. PLANNING DIVISION (Lori Michaelson Schill, 661-4019) 1. The Federal Way Zoning Code (FWZC) requires that all on-site parking and driving areas be buffered "from the right-of-way and from adjacent property with a 10 foot wide strip along the perimeter of the parking areas and driveways." (FWZC 105.80, enclosed). The proposed site plan does not provide this required buffer along the west property line. The 10 foot wide bioswale depicted along the length of that property line does not, by itself, satisfy the perimeter buffer requirement. If you wish, you may request a modification to this buffer requirement, per FWZC 105.115 (enclosed). 2. The site for the trash receptacle should be repositioned to facilitate a more direct approach by service vehicles. It could be either moved to a different location, (perhaps to the northwest) or the proposed location could be rotated to the northwest at a 45% angle. 3. Any revisions to the proposed site plan should take into consideration maximum retention of existing significant trees per FWZC 90.15. 4. A potential conflict exists between the storm drainage features proposed at the southwest corner of the site and the large cedar tree located adjacent to those features. The protection techniques set forth in FWZC 90.15.4 (enclosed) should be utilized for the entire site, with particular care and caution given the J Qlllldl y J 1, 177.4 Page 2 of 4 PLANNING DIVISION, cont'd. 5. A staff evaluation of the completed State Environmental Policy Act (SEPA) checklist is being conducted. Please note checklist deficiencies listed in the Public Works comments (#7) below. These must be addressed and resolved before an environmental threshold determination can be issued for the project. 6. The proposed location of the awning is not clear from the site plan. Please verify the location and color scheme for the awning. 7. The following deficiencies in the landscape plan must be addressed and resolved: a. As mentioned previously, a 10 foot wide landscaped buffer must be provided along the west property line and planted per the specifications of FWZC 105.80 (enclosed). b. The landscaping located at the southwest corner of the site adjacent to 348th Street must be planted per the specifications of FWZC 90.20 "Supplemental Plantings" (enclosed). c. Landscaping along the east property line must provide a row of trees (per FWZC 105.80), planted 30 feet on center along the entire length of the strip. d. Landscaping along the north property line must also be revised to conform with the tree spacing requirement per FWZC 105.80. 8. Final site plan approval will be conditioned on an approved sign plan. Sign Category for this project is E. This sign category allows wall mounted, marquee, pedestal and monument signs that meet applicable regulations (FWZC Ch. 95, enclosed). Please contact Richard Cottage, 661-4017, for details. PUBLIC WORKS DEPARTMENT (Ron Garrow, 661-4137) 1. The Level 1 Drainage Analysis, prepared by Barghausen Consulting Engineers, indicates the use of on-site infiltration to control runoff from the site. However, the site plan does not depict infiltration facilities. Also, the Level 1 Drainage Analysis indicates the need for percolation tests to determine the rate of infiltration to be used in design of the facilities. However, the geotechnical report, prepared by Giles Engineering Associates, Inc., does not contain any information on infiltration rate potential of the on-site soils, nor does it refer to the use of infiltration as a runoff control measure for this project. If on-site infiltration is determined to be a viable method of runoff control, these facilities must be shown and system viability be documented. 2. The site lies within the basin which drains to the Spring Valley wetland to the south. The Hylebos Creek and South Puget Sound Basin Plan recommends the use of supplemental on-site detention for those developments within the basin, to control erosion and sedimentation of the wetland. This issue needs to be addressed in the drainage analysis and in the SEPA checklist. Page 3 of 4 PUBLIC WORKS, cont'd. 3. The site plan shows the use of a pump system to handle the stormwater runoff. However, under Section 1.2.4 of the Surface Water Design Manual, pump systems are not allowed. The applicant may choose to submit a written request for a waiver of the restriction on pump systems. However, such a request must demonstrate that no other alternative exists to handle the runoff. Alternatives to the use of pumps may include regrade of the site, providing biofiltration prior to detention facilities, etc. 4. South 348th Street is slated for future widening, although final plans and timelines have not yet been determined. When this street project is implemented, owners of properties adjoining South 348th will be assessed a pro-rata share of the cost of the improvements. These improvements will include but not be limited to street expansion, stormwater facilities, sidewalks, and associated landscaping (e.g., street trees). 5. The FWZC (Chapter 110) requires that driveway openings be separated by 150 feet. However, the proposed driveway is located closer than 150 feet to the existing McDonald's driveway to the east. Approval of a written request for a modification, per FWZC 110.60 (enclosed) to this driveway separation standard is required. 6. The following statements refer to specific deficiencies or concerns with the SEPA checklist that must be addressed and resolved: B3b1: If infiltration is to be used for stormwater control, it must be stated in this section. B3c1: Disposal may include infiltration into the ground. B3c2: Oil and grease from the parking lot could enter ground water if not controlled or treated. B3d: Methods of control and/or treatment of ground water prior to entering the storm water system must be addressed in this section. B3d: The following language must be added: "or that rate prescribed by the Hylebos Creek and South Puget Sound Basin Plan." 7. Several deficiencies have been noted relative to the Traffic Analysis that was submitted with the application. These areas of deficiency have been identified in a redlined copy of the report (enclosed). These include: trip distributions which could affect the pro-rata share calculations, level of service at various intersections, and future traffic volumes on South 348th Street. These deficiencies must be addressed and resolved, and the information taken into account in making an environmental threshold determination. Page 4 of 4 PUBLIC WORKS, cont'd. 8. A sidewalk must be provided in the landscaped area adjacent to and west of the driveway for pedestrian access to the site. This access must be extended to the building across the one-way drive area via a striped walkway. Signage that will caution departing motorists of the pedestrian crosswalk must be provided. A preferred location for this signage would be near the bend in the southwest drive, after motorists have left the drive-up window and are rounding the corner. FEDERAL WAY WATER AND SEWER DISTRICT (Mary Cossette, 941-1516) 1. Water meters are installed by the District. The owner will need to contact the District regarding location and cost of installation. The owner will be required to provide sizing criteria and two sets of plumbing plans at the time of the application for water service. If additional hydrants and/or fire sprinklers are required, the owner shall construct these at his/her expense under the developer extension agreement with the District. 2. The owner must complete and submit an Industrial User Survey, including sizing criteria for the proposed grease trap, and provide two sets of plumbing plans at the time of application for sewer service. A pretreatment agreement will be required. The owner will need to allow approximately two (2) months for processing the side sewer applciation and associated pretreatment agreement. BUILDING DIVISION (K.C. Ellis, 661-4123) Comments attached. FEDERAL WAY FIRE DEPARTMENT (Pat Kettenring, 946-7241) Comments attached. Please contact me should you have any questions at this time. Sincerely, Lori Michaelson Schill Associate Planner c: Kathy McClung, Land Use Administrator Ron Garrow, Senior Development Engineer WV II-11 ' MEMORANDUM TO: Lori Schill FROM: Ronald Garrow For Your Information DATE: January 23, 1992 Respond By: SUBJECT: Taco Bell, SPR-92-0001 The Public Works Department has received the package of information on the site plan review submittal for the above subject project. The issues have been reviewed with the following comments: 1. The Level 1 Drainage Analysis prepared by Barghausen Consulting Engineers indicates the use of on-site infiltration to control runoff from the site. However, the site plan does not reflect this method of drainage control. Also, the analysis indicates the need for percolation tests to determine the rate of infiltration to be used in the design of the facilities. The geotechnical report submitted by Giles Engineering Associates, Inc. does not contain any information on the infiltration rate potential of the soils on-site or any mention of the use of this method of runoff control. The SEPA checklist also does not mention the use of on-site infiltration as a method of runoff control. To provide consistency throughout the entire submittal, the use of on-site infiltration should be mentioned and shown if determined to be a viable method of runoff control. 2. The site lies within the basin which drains to the Spring Valley wetland to the south. The Hylebos Creek and South Puget Sound Basin Plan recommends the use of supplemental on-site detention for those developments within the basin to control erosion and sedimentation of the wetland. This issue needs to be addressed in the drainage analysis and the SEPA checklist. 3. The site plan shows the use of a pump system to handle the stormwater runoff. Under Section 1.2.4 of the Surface Water Design Manual, pump systems are not allowed. A variance from this restriction may be requested. However, the applicant must show that no other alternative exists to handle the runoff in a manner not utilizing pumps. To avoid the use of pumps, the applicant may need to regrade the site, place biofiltration prior to detention facilities, 4nd/or use other options. Public Works. The procedure for obtaining this modification is to submit a written request addressing the criteria listed in Section 110 of the FWZC. 5. SEPA Items B3b1 If infiltration is used for stormwater control, it needs to be stated in this section. B3c1 Disposal may include infiltration into the ground. B3c2 Oil and grease from the parking lot could enter ground water if not controlled. B3d The wording "or that rate prescribed by the Hylebos Creek and South Puget Sound Basin Plan" should be added. B14b Is there a closer bus stop? 6. The Traffic Analysis provided the City by the applicant is deficient in a couple of areas. These areas have been identified in a redlined copy of the report. These deficiencies include trip distributions which could affect the pro-rata share calculations, level of services at various intersections, and future traffic volumes on S. 348th St. These deficiencies should be addressed before any SEPA determination is made on the project. DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: January 9, 1992 TO: Federal Way Parks Department -FIU6Ma Department of Community Development SECT PLANNER: Lori Michaelson Schill Phone: 661-4019 PLEASE RESPOND BY: January 23, 1992 ********************************************************************** TYPE OF PERMIT REQUIRED: Site Plan Approval, Environmental Review FILE NO. : SPR-92-0001 PROJECT NAME: Taco Bell PROJECT ADDRESS: 1406 South 348th Street PROJECT DESCRIPTION: 1989 square foot fast food restaurant with drive thru window and sit down service. APPLICANT: Brown Connally Rowan Architects (Camille Towey) PHONE NO. : 627-4367 PROJECT BACKGROUND: Pre-Application conference held on August 8, 1991 SEPA: Completed checklist attached for review. ********************************************************************** COMMENTS What effect or impact will this proposal have in regards to parks? 4 c '4 F. Lac( Ls ,g - ,-f c._ 7c4i 1 717 t=..„. Iv What measures could be included in the plans which would reduce these impacts? ************************* ******************************************* SIGNED: DATE: r/ /0/ ********************************************************************** tech8.frm DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: January 9, 1992 TO: School District FROM: Department of Community Development PROJECT PLANNER: liOri Michael/sort Sdh-ill *Phone: 661-4019 PLEASE RESPOND BY: January 23, 1992 ********************************************************************** TYPE OF PERMIT REQUIRED: Site Plan Approval, Environmental Review FILE NO. : SPR-92-0001 PROJECT NAME: Taco Bell PROJECT ADDRESS: 1406 South 348th Street PROJECT DESCRIPTION: 1989 square foot fast food restaurant with drive thru window and sit down service. APPLICANT: Brown Connally Rowan Architects (Camille Towey) PHONE NO. : 627-4367 PROJECT BACKGROUND: Pre-Application conference held on August 8, 1991 SEPA: Completed, checklist attached for review. ********************************************************************** COMMENTS Does this proposal create impacts to the School District? It` c' �^''N`� If so, what measures would mitigate these impacts? t= so, woutu pica up areas De neeueu: where uo you recommenu tiney DU 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. �. C-- DATE: 1/l 7rr ********************************************************************** 1'i'i�:al\1\:t1L VIJrWLJ.1 iLei DEPARTMENT OF COMMUNITY DEVELOPMENT DATE: January 9, 1992 TO: Building Section FROM: Department of Community Development PROJECT PLANNER: Lori Michaelson Schill Phone: 661-4019 PLEASE RESPO BY: January 23, 1992 ************** *********************** 4***************************** TYPE OF PERMIT REQUIRED: Site Plan Approval, Environmental Review FILE NO. : SPR-92-0001 PROJECT NAME: Taco Bell PROJECT ADDRESS: 1406 South 348th Street PROJECT DESCRIPTION: 1989 square foot fast food restaurant with drive thru window and sit down service. APPLICANT: Brown Connally Rowan Architects (Camille Towey) PHONE NO. : 627-4367 PROJECT BACKGROUND: Pre-Application conference held on August 8, 1991 SEPA: Completed checklist attached for review. ********************************************************************** Tce cd e• j 4- 3 COMMENTS VA/ //� ,� Pre-Development Information)( 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 of multiple building sites. X2. At submittal provide two sets of structural calculations prepared by a professional engineer. registered in the State ( ' 4. At submittal provide two sets of energy code calculations including lighting budget. 1991 Washington State Energy Code. X5. Provide two copies of Ring County Health Department approved drawings. X6. 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, 1988 editions. K7. Washington State Barrier Free Standards apply. X 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. K-10. Revisions to submitted drawings will be subject to additional plan review fees /f kE4- cis. V?_ X /( 11. Minimum estimated fireflow (gpm) ( 2 09 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. k 14. Other No t,Jairk s �t ( S I G.c�7 liar- fUrst`A( 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 feet (not closer than 50 feet to the building) and no portion of the building shall be more than 300 feet 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. k 18. A certificate of water availability shall be provided indicating the fire flow available at the site. 19. Other 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 feet from the fire department access roadway. 21. Provide fire access roadways to within 150 feet 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 in diameter. 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 square feet. 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 feet 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 inches, nor more than 120 inches from the finished edge of an approved roadway or fire lane. The inlets shall be not less than 18 inches, no more than 36 inches 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 feet in u-4„1,4. ,-efo,- to TTrr standard 81.1. For rack storage more 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 square feet 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. 40. Other Keybox 41. 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. 43. FortaDle tire extinguisners Will De requirea per uri.: 0t.anuaru 10-1. Except for special hazards, travel distance to an extinguisher shall not exceed 75 feet and one 2A-rated fire extinguisher is required for every 3,000 square feet; 5' maximum mounting height above the floor, 4" minimum mounting height. 44. Addresses shall be legible from the street fronting the property. Typical minimum size: Multi-family complex . . . 12"; Commercial, less than 50' setback . . . 6"; 50' to 100' . . . 18"; 100' or more 24"; and residential . . . 3". •( 45. One copy of the site plan that has been reduced to 8 z"x11" 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. y46. Dumpsters, 1.5 cubic yard or larger capacity, must not be stored inside buildings and must be 5 feet minimum from any building or structure. 47. Other TECHNICAL REVIEW (Residential) Fire Hydrants 48. Fire hydrants shall be spaced 700 feet or less apart. Every building lot shall have a fire hydrant within 350 feet. Distances will be calculated by vehicle travel distance. 49. A certificate of water availability shall be provided indicating the fire flow available at the site. 50. Other 51. Fire department access roadways shall be required for every building when any portion of an exterior wall of the first story is located more than 150 feet from fire department vehicle access. 52. 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. 53. All fire department access roadways shall have an unobstructed vertical clearance of not less than 13 feet 6 inches. The unobstructed width of a fire department access road shall be not less than 20 feet and all turns and/or bends shall be designed at not less than a 20 feet inside and 40 feet outside turning radius. 54. All fire department access roadways which have dead ends exceeding 150 feet shall be provided with a cul-de-sac at the dead end. All such cul-de-sacs shall be not less than 80 feet in diameter. 55. Fire department access roadway grade shall not exceed 15 percent. 56. Other Automatic Fire Sprinkler Systems 57. An automatic fire sprinkler system is required in all buildings having three or more levels (including garages) or containing five or more dwelling units. 58. The automatic fire sprinkler system shall be tied into the fire alarm system (last zone) in all buildings having an automatic fire detection system. inlet connection. 61. 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. 62. Fire department connections shall be located not less than 18 inches, nor more than 120 inches from the finished edge of an approved roadway or fire lane. The inlets shall be not less than 18 inches, nor more than 36 inches above the finished grade. 63. The inlets shall face the driving surface and be protected with approved caps. 64. Fire department connections shall not be located more than 150 feet from a fire hydrant. 65. Other Automatic Fire Detection System 66. An automatic fire detection system is required in all buildings exceeding 3,000 square feet 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. 67. Other t^� /- �_c 1# VW ********************************************************************** SIGNED: DATE: ********************************************************************** tech4. frm NAME : tbd ADDRESS : OCCUPANCY GROUP : tbd TYPE OF CONST. : tbd GROUND FLOOR AREA: 1,989 AREA OF FLOORS - ABOVE GROUND LEVEL 0 STORIES IN HEIGHT: 1 TOTAL AREA: 1,989 ORDINARY LIGHT HAZARD TYPE OF CONST SPRINK NON SPRINK SPRINK NON SPRINK I FR 361 482 271 361 II FR 361 482 271 361 II 1 HR 361 482 271 361 II N 482 642 361 482 III 1 HR 452 602 339 452 III N 602 803 452 602 HT 542 722 406 542 V 1 HR 677 903 508 677 V N 903 1, 204"--' 677 903 HIGH HAZARD TYPE OF CONST SPRINK NON SPRINK I FR 452 602 II FR 452 602 II 1 HR 452 602 II N 602 803 III 1 HR 564 753 III N 753 1, 003 HT 677 903 V 1 HR 847 1, 129 V N 1, 129 1, 505 AGENDA OF: January 23, 1992 ATTN: Lori Michaelson Schill FROM: Federal Way Water and Sewer SUBJECT: Agenda Item No. 1 Taco Bell/SPR-92-0001 COMMENTS: Water: Water meters are installed by the District . Owner will need to contact District regarding location and cost of installation. Owner will be required to provide sizing criteria and two sets of plumbing plans at time of application for water service. If additional hydrants and/ or fire sprinklers are required, owner shall construct same at his/her expense under developer extension agreement with the District . Sewer: Owner must complete an Industrial User Survey, provide sizing criteria for the proposed grease trap, and provide two sets of plumbing plans at time of application for sewer service. A pretreatment agreement will be required. Owner will need to allow approximately two ( 2 ) months for processing the side sewer application and associated pretreatment agreement . . i -1 MASTER LAND USE APPLICATION Application # s. - 0 pp t Date January 3, 1992 Agent X Name of Applicant Brown Connally Rowan Architects Owner Address 222 East 26th St. Tacoma, Wash. 98421 Phone 206-627-4367 Signature t_ $e i,v Q�i!//�/ALG y/2QGine 4 7 Property Location 1406 South 348th St. Kroll 1 3 ' E Zone Community Business (BC) Legal Description . See Attached Project Description 1989 SF fast food restaurant with drive thru window and sit down service. Type of Permit Required: SEPA Notice Sign Checklist Mailed Board X Site Plan Review A RZ Se) vts Land Surface Modification R R * V 506 &rid _ 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 January 3, 1992 City of Federal Way Dept.of Community Development 33530 First Way South Federal Way,Washington 98003 Dear Madam or Sir, Brown Connally Rowan Architects is the agent of Taco Bell for the purpose of submitting this site plan review for restaurant 06-435,to be located at 1406 South 348th Street (SR-18) Federal Way,Washington 98003. Thank you for your corporation. Sincerely,,;' nstruction ans'aco Bell Corporation rink ALARM t'tHMI I NO. DATE ' / / PLEASE RIPT� j S FOLLO S: c� Q PizA91 OWNER " I CONTRACTOR ADDRESS Or CITY f ZIPAS_Azsp44____ ADDRESS OF PROPERTY � DID COMMUNITY DEVELOPMENT DEPARTMENT: 1466 S ]c4ze 633.237.35.00 SBCC SURCHARGE 001.321.60.05 HOME OCCUPATION PERMIT 001.322.10.00 BUILDING PERMIT/SIGN PERMIT. 001.322.10.00 MECHANICAL PERMIT 001.322.10.03 PLUMBING PERMIT/SPRINKLER SYS 001.322.10.04 GRADING PERMIT 001.322.10.00 SHORELINE MGT PERMIT. 001.322.40.00 ST/CURB/HOUSE MOVING PERMIT 001.322.90.00 OTHER MISC PERMITS• 001.341.50.00 SALE OF MAPS& PUBLICATIONS` 001.341.50.02 SALE OF PLANS&SPECS' 001.341.50.05 SALE-COPIES & PRINTING*. 001.345.81.00 PLANNING/ZONING/SUDIV FEES 001.345.81.00 VARIANCE FEES 001.345.81.00 SITE PLAN REVIFW .� 001.345.81.00 SUBDIVISION 001.345.81.00 USE PERMITS (PROCESS, I, II, III, IV) 001.345.81.00 APPEALS 001.345.83.01 PLAN CHECK FEES 001.345.83.01 EIS/OTHER PLAN FEES 001.345.83.01 BOUNDRY LINE ADJUSTMENT 001.345.83.01 SEPA CH CKI 1ST _ 633.237.60.00 FIRE DEPT. PERMIT 001.321.60.01 BUSINESS LICENSE 101.322.40.00 ROW PERMIT 101.345.83.02 PUBLIC WORKS PLAN CHECK FEES 101.369.90.00 PUBLIC WORKS- MISCELLANEOUS 001.369.90.00 OTHER MISC REVENUE PA ! D 633.237.10.00 SALES TAX _9 JAN " 7"1991 STATEMENT OF INTENT The Taco Bell Corporation wishes to construct and maintain a 1,989 s.f. restaurant at 1406 South 348th Street, Federal Way, WA. The anticipated hours of operation are: Weekdays: 9:00AM - 11:00PM Weekends: 9:00AM - 12:00AM The number of restaurant employees at work throughout the day will range from five (5) persons during slow hours to fourteen (14) persons during peak service hours. The average number of employees working during any one is expected to be seven (7). This fast food restaurant will be equipped with up to seventy (70) seats A ten (10') foot high monument sign to the south identifies the building for automobile traffic on State Road 18. Patrons of the restaurant will be able to use the drive thru lane or park in one of the 25 on-site parking spaces. Deliveries to the kitchen occur in the early morning before the doors are opened to the public. OtC �qa x n.._ 6 ton.. • • LEGAL DESCRIPTION (AS DESCRIBED BY THE TITLE REPORT) THE WEST 115 FEET OF THE NORTH 222.48 FEET OF THE SOUTH 252.48 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON: (ALSO KNOWN AS LOT C OF LOT LINE ADJUSTMENT NO. 284010 RECORDED UNDER KING COUNTY RECORDING NO. 8405080837). • • • 14 ' 'o " S�oF0 6. • "J brii ST o `o N O y 324TM S, 324TH CT � S 325TH 9Ty iyA s� .< e�00.0� ► ► / .�.• ► .PL 1111C0 - °+.- A y �, 1y 9L <tt, g ST H ki 2j J 327TH js' + T O•C 9;L. •' P� Cyr. i1'bPt SS 327TH ST _°j yMgc ? •SW a 2 STB N i AC?4, � ' I ( U� Is_ ~� COLONIAL Bl 7c,378TH ST _ /� a y ST N s]1� • +� , N0. A Q se cn s a4 . inrn $ 330T coST Q r . 4 1p , >I > !..1 > H[1 ' fyQVAQI =N J D. f d 1 `g-a� , — — ' 5 - — — — --i- - - I ____ _ S-33TSi3T�a ' — — S 331ST •4,... (/hi1/4 ,Q a I �y �S 332ND '' ST • ' N,0 -/ / Q. s�yO H Qp Y6 S332iD N> W - 7 �� ti 4� a ��S s �, _ S cn 333RD y F3 ST 1 `_ ,y, I. a �3 sJN/F E '• t ��z , �/ a J Q S o� • F 11 T y y _ ..., 1- z s s� �i I R fCO � Qp��\�� (�' yL S 336TH ST 336TH ST Z � j S J1i �337TH I N i O / cn S�8TH 5� K I TT S .�0 / / _ S 338TH�PL y S Co; \ �• I ' " / I / 14 1 ,l 1ST CIRSa =•TyP3QHITNER r l q `Lyo..-z' sr a ` 1 q. _ _ PL _ c, — �.-- -7 __ — 3A�gC P� .5 °' �` I'�' I / I s l•../Q\.• • ,S 343RD ST i = y/ 1 I SrNO 4�- I •PO S 344TH , ST - • �' I� // 0--' ` C '21 345TH p O f ( „Qy` y 1, I SITEI I2jp 347THPL !S TH ST 348TH STr---�> yf t 0, N, . Ni V� ,y>;r�qs (O g ; 4349TH ST ST v x .1 STTtn ; >1 l- a, a - Q - — - — -351STS 1ST 1 °-0{� _.. 'cn S I - 351�ST TLL-�S_�_�T ....4. _ > l ST .�. { = 0 jl- I T_ia Q NORTH V - ` 35 D I'D ..F t SW 363RD h^.../ z _ ^/ Z �;Pi , v sry`7 t cn ST. \ ROOK KE _ 1 N �,QS H53R0 ST f. QQ Z I ryy� S=NT In i .1N . 355TH p N ST i. m N Q n"' C Q , Q .7 A ST $ 1 3r36TH T. �c • • a N S 357TH � I j -' 7 T NAME PARCEL NUMBER Clerget,Doug &Faye 202104-9055 1515 S. 350th St. 202104-9060 Federal Way,Wash. 98003 202104-9065 Freaze, H. L. 202104-9068 P.O.Box 4092 Federal Way,Wash. 98063 McDonalds Corporation 202104-9088 AMF OHARE Chicago,Illinois 60666 Lucker, Craig N. 202104-9104 13304 157th Ave. N.E. Redmond, Wash. 98052 Clerget Evergreen LMTD PTPS 202104-9142 1515 S. 350th St. Federal Way,Wash. 98003 Clerget, Douglas L. 202104-9150 1515 S. 350th St. Federal Way,Wash. 98003 Bartlett/Harrison Enterprises 202104-9145 34730 Pacific Hwy. South Federal Way,Wash. 98003 MacPhail,W 889700-0085 7517 Greenwood Ave. N. Seattle,Wash. 98103 Pace, Edward 889700-0080 864 Crescent Bar Rd. TRLR 37 Quincy,Wash. 98848 Robertson,Benjamin 889700-0090 P.O. Box 3083 Federal Way,Wash. 98063 Ellison Alfred E. &Rose E. 889700-0095 3340 19th St. SE Auburn,Wash. 98002 Dinges, R.E. & P.J. 889700-0100 16310 Pacific Hwy. South Seattle,Wash. 98188 Occupant 1406 S. 348th Federal Way,Wash. 98003 A& K Railroad Mar's Inc. 34610 Pacific Highway South Federal Way,Wash. 98003 Peterson's Attachment Sales 1402 S. 348th St. S. Federal Way,Wash. 98003 Evergreen LMTD PTPS 34800 Pacific HW S Federal Way,Wash. 98003 Arco Gas Station 1511 S. 348th St. Federal Way,Wash. 98003 Evergreen LMTD PTPS 1405 S. 350th St. Federal Way,Wash. 98003 Complete Collision Center Autobody Repair 34627 16th Ave. S. Federal Way,Wash. 98003 Decom,Inc. 34621 16th Ave. So. Federal Way,Wash. 98003 Performance Representative 34703 16th Ave. S. Federal Way,Wash. 98003 Taylor Rental 34713 16th Ave. South Federal Way,Wash. 98003 Honda Acura Auto Care Center 1506 S. 348th St. Federal Way,Wash. 98003 MASTER LAND USE APPLICATION Taco e t Application # SiI 9a - 000 ( Date January 3, 1992 Agent X Name of Applicant Brown Connally Rowan Architects Owner Address 222 East 26th St. Tacoma, Wash. 98421 Phone 206-627-4367 Signature �) 4 , Dig(//(/ cU/t/rt/,4 /20/14/e j Property Location 1406 ;youth 343th St. Kroll -T,M7 E Zone Community Business (BC) Legal Description . See Attached Project Description 1989 SF fast food restaurant with drive thru window and sit down service. Type of Permit Required: SEPA Notice Sign Checklist Mailed Board X Site Plan Review �� R * r2-S� � Land Surface Modification R R * V 506 Cks : — 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 RCW 197-11-960 ENVIRONMENTAL CHECKLIST PURPOSE OF CHECKLIST: The State Environmental Policy Act(SEPA),chapter 43.21C RCW.requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement(EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal,if it can be done) and to help the agency decide whether an EIS is required. INSTRUCTIONS FOR APPLICANTS: This Environmental Checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant,requiring preparation of an EIS. Answer the questions briefly,with the most precise information known,or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer,or if a question does not apply to your proposal,write "do not know" or"does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline,and landmark designations. Answer these questions if you can. If you have problems,the governmental agencies can assist you. The checklist questions apply to all parts of your proposal,even if you plan to do them • over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. USE OF CHECKLIST FOR NONPROJECT PROPOSALS: Complete this checklist for nonproject proposals,even though questions may be answered "does not apply." IN ADDITION,complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions,the references in the checklist to the words"project", "applicant" and"property or site", should be read as "proposal", "proposer",and"affected geographic area",respectively. 1. Name of proposed project, if applicable: Taco Bell Restaurant #06-435 2. Name of applicant: Taco Bell Corporation 3. Address and phone number of applicant and contact person: Rory Connally Brown Connally Rowan Architects 222 East 26th Street Tacoma, Washington 98421 (206)627-4367 4. Date checklist prepared: September 18, 1991 5. Agency requesting checklist: City of Federal Way, Wash. 6. Proposed timing or schedule (including phasing, if applicable): We propose a 90-day construction period, starting Sept. of 1992. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A) Giles Engineering Assoc., Inc. has prepared a soils report #C-910608 B) Greg Heath and Associates has prepared a traffic study 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain No 10. List any government approvals or permits that will be needed for your proposal, if known. City of Federal Way; site plan approval and building permit. UI IV 011-G VI LI IV I.A VJGVa al IV JUG. I I IGI G a/G JG•Vol Lid 1.11WCIVI w ICaLVI u I LI MO Sri wOww a u nc.aa ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The use of the proposal is a sit down and drive-thru restaurant. The building size is 1,989 S.F. and will seat 68 customers. The total site area is 25,585.20 S.F. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any,'and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The proposal location is within the City of Federal Way. The site is located at 1406 S. 348th St. between McDonald's and a used car lot. A legal description and vicinity map are attached at the end of this checklist. B. ENVIRONMENTAL ELEMENTS 1. EARTH • a' General description of the site(circle one):Flat, rolling, hilly, steep slopes, mountainous, other: b. What is the steepest slope on the site(approximate percent slope)? Site is generally flat. Short slopes of 5% to 10% exist. c. What general types of soils are found on the site(for example, clay,sand, gravel, peat, mulch)? If you know the classification of agricultural soils, specify them and note any prime farmland. See Soils Report. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose,type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be graded to allow proper drainage of parking lot. No export or import of fill is expected. No. All dirt and sediment will be contained on the site. Erosion control measures will be shown on building permit drawings. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? About 75% of the site will be impervious. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: The entire surface will be either landscaped or paved. 2. AIR a What types of emissions to the air would result from the proposal (i.e.,dust, automobile, odors, industrial wood smoke)during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Some emissions will occur during construction by construction equipment. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts, if any: None 3. WATER a Surface: 1) Is there any surface waterbody on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetland)? If yes, describe type and provide names. If appropriate,state what stream or river it flows into. Wetlands include - none Streams include - East Hylebos Creek, 1 mile south east from the site. West Hylebos Creek, 114 mile south from the site. Lakes include - Panther, 1 114 mile north west from the site. Brook, 213 mile south west from the site. Mud, 1 118 mile south of the site. Five Mile, 1 314 mile south east from the site. Killarney, 1 118 mile east from the site. Geneva, 1 112 mile east from the site North, 1 112 mile north of the site. Lake Geneva and Lake Killarney both feed into Hylebos Creek. Ueb61 IUeU Wdlel I I I yeb, pI dbu UGsl.d IUe dl IU dlldUI I dVd11dUIC pIdI IJ. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year foodplain? If so, note location on the site plan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so,describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose and approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any(for example: Domestic sewage; industrial, containing the following chemicals..., agricultural: etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None c. Water Runoff(including storm water): 1) Describe the source of runoff(including storm water)and method of collection and disposal, if any(include quantities, if known). Where will this water flow? Will this water flow into other water? If so describe. Storm water runoff will be collected and discharged into the existing storm water system. 2) Could waste materials enter ground or surface waters? If so,generally describe. No dU ly. Runoff will be detained on site and will be conveyed to the public storm water system at a rate not to exceed the historic (current) rate. 4. PLANTS a Check or circle types of vegetation found on the site: X deciduous tree: 2 deciduous, 1 birch, 1 fruit tree • X evergreen tree: 10 cedar, 7.fir, , 1 hemlock X shrubs 2 X grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush,skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? 42 percent of the trees to be removed and grass to be replaced. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping per City of Federal Way Zoning Ordinance. 5. ANIMALS a Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds,other: Crows mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring,shellfish, other b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so,explain. No d. Proposed measures to preserve or enhance wildlife, if any: No a What kinds of energy(electric, natural gas, oil, wood stove, solar)will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric - for running of appliances, lighting Gas - for cooking and heating b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The proposal will conform to the 1991 Washington State Energy Code. 7. ENVIRONMENTAL HEALTH a Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion,spill, or hazardous waste,that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: None b. Noise 1) What types of noise exist in the area which may affect your project(for example: traffic, equipment, operation, other?) None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic,construction, operation, other)? Indicate what hours noise would come from the site. The proposal will emit construction noise on a short term basis during normal working hours. Some traffic noise will be generated at the drive-up window. 3) Proposed measures to reduce or control noise impacts, if any: a What is the current use of the site and adjacent properties. Site - single family residence West - used car lot East - McDonalds North - railroad materials storage yard b. Has the site been used for agriculture? If so describe. No c. Describe any structures on the site. 1 story single family residence and carport d. Will any structures be demolished? If so what? Yes, single family residence. e. What is the current zoning classification of the site? BC f. What is the current comprehensive plan designation of the site? Business g. If applicable, what is the current shoreline master program designation of the site? Does not apply h. Has any part of the site been classified as an"environmentally sensitive"area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Approximately 8 people per shift, 2 shifts per day. j. Approximately how many people would the completed project displace? Four k. Proposed measures to avoid or reduce displacement impacts, if any: None I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: a Approximately how many units would be provided, if any? Indicate whether high, middle, or low income housing. None b. Approximately how many units, if any,would be eliminated? Indicate whether high, middle, or low income housing. One unit of low income housing would be eliminated. - c. Proposed measures to reduce or control housing impacts, if any: None 10. AESTHETICS a What is the tallest height of any proposed structure)s), not including antennas; what is the principal exterior building material (s) proposed. The building height does not exceed 18'. The principal exterior building material is portland cement plaster (stucco) and red concrete roof tiles. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts if any: Landscaping will be provided. 11. LIGHT AND GLARE a What type of light or glare will the proposal produce? What time of day would it mainly occur? Parking lot will be illuminated during dark hours while restaurant is open (until 10:00 a.m. to 11:00 p.m.) b. Could light or glare from the finished project be a safety hazard or interfere with view? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: n....l.:_.._ 1..4 r:_.L....... ...... ....L ..cc 4.,.... .1:......*:.... 1:..k. a...............1 a What designated and informal recreational opportunities are in the immediate vicinity? Two parks in the immediate vicinity are Lake Geneva park and Five Mile county park. b. Would the proposed project displace any existing recreational uses? If so describe. No • c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None 13. HISTORIC AND CULTURAL PRESERVATION a Are there any places or objects listed on or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic,archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: None 14. TRANSPORTATION a Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans if any. The site is located on S. 348th street, near SR 18 with intersections with SR 99, SR 16 and Interstate 5. Access to the site will be made from S. 348th St. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? The closest public transit is at 348th St and 9th Ave. approximately 1500 feet west. c. How many parking spaces would the completed project have? How many would the project eliminate? 25 parking spaces would be created. No parking would be streets, not mowing unveways t it Su, yUl lei ally UCSU IUC klI IUIGcUC WI ICU ICI NUunV VI private). No e. Will the project use(or occur in the immediate vicinity of)water,rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Please see attached traffic study. g. Proposed measures to reduce or control transportation impacts, if any: Driveway design and location. 15. PUBLIC SERVICES a Would the project result in an increased need for public services(for example: fire protection, police protection, health care, school, other)? If so, generally describe. The proposal would require police and fire protection. b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. UTILITIES a Circle utilities currently available at the site: electricity, natural gas. water, refuse, service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project,the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Telephone: U.S. West Communication; Run wiring and conduit from pole at property line (underground.) Water: Federal Way Water and Sewer; Run piping Electricity: Puget Power; Run wiring and conduit in from pole at property line (underground.) Gas: Washington Natural Gas Co.; Run service into property from S. 348th street. sewer at me west sine of punning to soutn slue. riping running parallel to property line. c. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. SignatureGenA014-0-10-412 .27 '9 1 Date submitted' 1-6-91 • JI �I , "'0 w 324T V CT g2y� s 325TN+ �b� Sr5 '°y °ryA _ Q�OO��, . �... o N O tq QPL a s.7 r F St A y pry ` 9`r !� PO ST CT Tic- . Z , .. ,I y 5 fC ' ., ?°' 03 2 { S J N �y c.,,,,,aiiiiio. . 327TH Ft. .. pt. 4k, I t rH ,b 327TH. W cl - .SW' <y IA A\ 6 1t Pt r. 0 a' 328TH ST.. ��(^ I 17 aLONIAL t 2 H ST .3V • I > Cl, A �0 Q O> =Y:" s it <� y y S 33QT� in ST I ' > o co �� Q/,yQv s�,y oQ a� = b x y =l a N,a D . 'ia— •N iii1 c —k�'¢� y — — I 9 - — — — -- --�- - I — S.331-71- S 33IST ST - �- — — •�1� Q� 4 1 �S332ND ST, LN NyY <n Q` ST'A y PO CO S 33 ST "> W I�i i�_•�� .��9z.or .� N 2 { S cn 333RD en < ,�l ST . � FE a aw • , a • ,.,.> F Z� 5ry y _ T SSS �1 p Z//Ts ,C�, y336TH ST I 336TH ST < \ S'C , G Si. N !s 5 i 'N +\ , /' HS 3 9=1~zCIR N S T14 ST N K I TTS �1/4° i,, S 338THLPL yrT� \ R / 4 / 5 �•T QJ .NJ R15T CIR S a I C ta t= N��Q` STD Q 1 1 — — - —'- - - - - - — _— — `� �L N — A-- -7 — i— ,C I 5 341ST > • �1 53p1gZiC �5 °' ,,� a ram' I I C�oQ\' 1 .S 343RD ST I F I. t I sr �45- I .•" S 344TH j •ST N �`\ �/ 345TH A N O spa I f • 21 '-' nr < a iL �¢y S 346TH ST nJ a ; ,..., SITE x VI 4 • f • co 1^ 347TH PL S N 348TH ST 5 STH ST_ . r--- S IS > N 1 eni �I v)� v ??.._1 (0 a >f ; >; S v,j S , QII; 349TH ST (I) _______ , it xi ST La. 2 -- — — -361Sr5-3515- ' N' 5— 'h S I-5•1 a 351�ST L.S-_T JI 4 l ST . .Ix>1en( If >�cr 1 <D35IR.J NORTH C> ° ST. l si. _ .J . -- 1 SW RD BROOK 4 / Q / z .\ ti k ST. LAKE V 7C c) 1 R 1N �QSs H3RDU ST SWa ~ QQ Z / ryyf x ST H II> S •�, • y356H p N l •i sT m ccvv<e`.,.,a i.7 a Q • TM < '' A ST S 1 356TH , o ��` -. U) I S 357T � j on 7 T �� .� - N a �it� •0 LEGAL DESCRIPTION (AS DESCRIBED BY THE TITLE REPORT) THE WEST 115 FEET OF THE NORTH 222.48 FEET OF THE SOUTH 252.48 FEET OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON: (ALSO KNOWN AS LOT C OF LOT LINE ADJUSTMENT NO. 284010 RECORDED UNDER KING COUNTY RECORDING NO. 8405080837). WV1'1 MEMORANDUM TO: Ron Garrow, Senior Development Engineer FROM: J. Hann Lee, Traffic Analyst DATE: January 23, 1992 For Your Information SUBJECT: Taco Bell - Traffic Impact Analysis Comments I have reviewed the Taco Bell traffic impact analysis and have the following comments. These comments are regarding traffic volumes, trip generation, trip distribution and assignment, level of service, and pro-rata share contributions to the City of Federal Way's Transportation Improvement Program (TIP) projects. The eastbound thru traffic volume at the S 348th Street/SR 99 intersection on Figures 5 and 6 is incorrect. The traffic volumes were reported as 1127 and 1131, respectively. However, when the 4% annual growth factor is applied to the existing traffic volume, the result is an 1992 without project eastbound thru volume of 1130. The 1992 with project eastbound thru volume should be adjusted according too. The trip generation did not include a reduction for pass-by trips. The Trip Generation Manual (ITE) has pass-by trip reduction rates for fast food restaurants with drive-through windows (see p. I-27). The pass-by trip reduction rates should be applied to project's trip generation and re- assigned to the roadway network. The trip distribution pattern is not acceptable. The project's trip distribution should be similar to the existing traffic patterns in the study area. A new trip distribution should be developed based on the existing traffic counts. The project-generated trips should be re-assigned based on this new trip distribution. The critical gaps used in the unsignalized intersection level-of-service analyses are incorrect. The NCAP program does not interpolate the critical gap values for average running speeds between 30 and 55 mph. The program uses either the 30 or 55 mph critical gaps values. All the unsignalized intersection level-of-service worksheets should be should be recalculated with the proper critical gap values. The attached traffic impact analysis has been redlined where corrections and modifications are being requested. Since there are several revisions requested, the original traffic impact analysis should be revised and resubmitted. Once the corrections and modifications requested have been received, pro-rata share •1_ .•_ _ . .1__ P_11 •_— /"1_i__ _l T_1___t \77___ T------__a:___ Y________—__—_tea T_—__-- /rTTT\ • (1) 16th Avenue S: SR 18 to SR 99 • (8) S 348th Street: SR 161 to SR 99 Attachment: Taco Bell Traffic Impact Analysis - redlined copy cc: Lori Schill, Associate Planner • - - - :_. . - FEDERAL WAY TACO BELL • TRAFFIC ANALYSIS • FEDERAL WAY, WA - _ _ _ _ _ 11 • I PROJECT PROPONENT: Brown Connolly Rowan Architects 222 East 26th Street, Suite 106 Tacoma, WA 98421 • I -- - I I DECEMBER 1991 FEDERAL WAY TACO BELL TRAFFIC ANALYSIS 1 FEDERAL WAY, WA TABLE OF CONTENTS I. Introduction 2. II. Project Description 2. III. Existing Conditions 2. IV. Forecasted Traffic Demand and Analysis 7. VV. conclusions and Mitigating Measures 12. Appendix List of Tables 1. Existing 1991 Level of Service Without Project 5. 2. Trip Generation 7. 3. Future 1992 LOS With and Without Project 8. I List of Figures 1. Vicinity Map 3. 2. Roadway System 4. 3. 1991 Existing Street Volumes 6. 4. Trip Distribution for Project Traffic 9. 5. 1992 Future Street Volumes without project 10. 6. 1992 Future Street Volumes with project 11. I I I ixr.rr.L. AaAi.zsis 11 I. Introduction The purpose of this traffic study is to gather and develop a data base of current traffic operations on the street system serving the Federal Way Taco Bell. Based on these findings, assessments of likely future traffic conditions on the surrounding street system as I well as the key intersections were made. Appropriate mitigating measures, if required, are then defined in order to counteract any impacts associated with this development to insure safe and efficient operation of traffic in the area. II. Project Description 111 The project is defined as a single use project consisting of a 2,000 square feet Taco Bell fast food restaurant with associated parking. The total site area is approximately 0.6 acres. For traffic purposes ti the project is expected to be built and occupied by 1992. The project is located on the westerly of 16th Avenue South and SR-18 also referred to as South 348th Street. All landscaping and parking requirements for this type of use would be met on-site. A single access to a frontage road north of South 348th Street is proposed. This frontage road also serves adjacent businesses. Figure 1 shows the project location and an overview of the surrounding street network. III. Existing Conditions A. Existing Street System 11 1. South 348th Street is a wide street in good condition with five to eight lanes provided along'its length. The street is designated as State Route 18 by the WSDOT. The speed limit on this street is 45 mph. 2. 16th Avenue South is a two lane arterial street and is approximately 24 feet in width. Widening occurs at its intersection with SR-18 and the speed limit on this street is 35 mph. I 3. SR-99 is a five lane state route with a speed limit of 40 to 50 mph. The street is designated as a state route by the WSDOT. Figure 2 shows the street system adjacent to the proposed development. I n it d t..ar . i•.•r is";. ��r f•:_ I ♦w•a•�I j+ �i�" -1+a(r. \V , �� .w.., , • a ,� ,+ AL.. FED�,RAL 9 •• -I� 1. •1 10 1.• / Sr . M i ,,,al" f;$11" b 'Mr 4 .I A I r /+ 0 t . w S s s.s.. r El .+ • l7 i t SWIG "'I. 4 MP far«!r •..I,.0 g s,' s' 'Ikr 320TH ST S a.w. .H 1 r / . .., •• • f ° • 4.' ...Erpiit.t! �j,�: • / . .,,E �" a _ • n • A 0 - • TM R • v .ni,1 • L. . n ? } .• ro a' ,, ,• f:ma a •1' 14"P.•ill# s I 8..raZ F : _ -, :- . 1 t: * 'L rscmi•'-. .•).- "A.t , et » SsIC• , • ••. ♦ •f . S» b 0 t III LI •� q .• SDI-Cy • ... 7 IMIhip I 6 :. ,•:'' it , , A'/ ,I -�. n .awr • K ITTS CCii E` I '�,`�` R s �sitTM aT p 1 sic . . I F • 1 • 'i Is /)olio T i »IL I , are R J.•e 1 • III F .t::: tier 0 I 1 L 1 %," ry111 — ... />R.. ITt Tome Y a{ ^ 1 11141/4_�• a�� 1 7•TM /1 Tome.VT1a, Fa S.t— ..., .ttli, ; :•-,1 , 44__4; I - .;.hs'..' f6• I f ,,.,«sr \,.ard - st � 336+MA S !t iti9 ' . 'r I s L IallP •� T , . 0 r fQlo ^ 30 i' 29 • iaaii . �'' I. ,,./,., • R.:ims f s/t a: t •"' a Js>F�R E r :I - t its I fA.nr::: '9� r ' ! 0 = d !. :a•a 5 36t,. sr ,71 .` r wT•a�T: r' �Cw F. 1I: iv Yaw.fi -- `a I ) T wo • ilia. n i f/w e:.='.S-,. fiS6Rh: \ • t E lF • • • _ F - 9 k .. I: i. . ,3 j 0 X lift'.1 ix5"` __ . 1 I J J J 1 u . 1 a 4 336th ST 1 \ d I I S 340th ST in I a E, v 341st ),. E- o+ CO a I �' H I 344th ST • ' co >4 3 a 4. ca 4U % U . 410 )ipliShory 348th ST I w All field data for this study was collected during October and November of 1991. Included in this field data are manual and mechanical counts. Information from the city of Federal Way and WSDOT was also reviewed. The AWDT for the roads serving the project are shown in Figure 3. Also included in this figure is the PM peak hour count taken at several intersections which would serve the traffic from this project. Also accumulated during the counts is the truck percentage found in the traffic stream. The percentage presently occurring and used in the analysis is 4 percent primarily due to the major truck stop located across South 348th Street from the proposed Taco Bell project. The PM peak hour information was then used to perform capacity computations in accordance with Transportation Research Board Special Report 209, commonly known as the 1985 Highway Capacity Manual. capacity analysis is used to determine level of service (LOS) . The methodology for determining the LOS at unsignalized intersections strives to determine the delay for vehicles desiring to move across conflicting traffic streams which have the right-of-way. The range for unsignalized intersection level of services is LOS 'A', indicating little or no delay, to LOS ,E', indicating capacity. Capacity analysis for signalized intersections is also quantified by the same range of LOS 'A' to LOS 'E' reflecting individual driver delay at the intersection. The following table shows the LOS presently existing at the intersection adjacent to the projects. TABLE 1 Existing 1991 LOS without Project JIntersection Control Geometry 1991 S. 348th/SR-99 Signal All E ✓S. 348th/16th Ave Signal All F eR-99/16th Ave Stop Southbound LT E VsR-99/16th Ave Stop Westbound RT D S. 348th/Driveway Stop southbound LT E s. 348th/Driveway Stop Eastbound LT D > Q 4 V 336th ST 0?9(o I d t / S 340th ST in 41 9 1- a 4 341st 11 co T 19 340 Vs, L45 ›' s94. Sb 3' ' A 4--1 i Wl f F -4 z f 2-0 Fr' / uo 8 3 t 1 ts1 B I t VC) S ' E w1591i7. 389 . 348th ST ' , 3530t . 41111gol,pV I I 21 7l0 II The Federal Way Six Year Transportation Improvement Program for 1992 to 1997 was reviewed to determine if any future projects for streets serving this proposal were planned. II1. 16th Avenue south from SR-18 to sR-99 is slated for widening and other improvements. The project is planned for the 1992 year and is expected to cost 3.83 million dollars. II2. South 348th Street from SR-161 to SR-99 is slated for widening and other improvements. The project is planned for IIthe 1994 year and is expected to cost 1.0 million dollars. IV. Forecasted Traffic Demand and Analysis liA. Trip Generation The trip generation data is based on the Institute of 11 Transportation' Engineer's publication, Trip Generation, Fifth Edition. The land use codes (LUC) most applicable to this development is LUC 834, Fast Food Restau-rant with Drive Through. ill The PM data is used as the design hour and applied to the street system in order to be used for future capacity analysis. Generally the street traffic during the AM peak hour is 75 percent of the PM peak hour. This type of restaurant does not IIserve a large breakfast trade. Table 2 shows the trip generation expected for this project. liTABLE 2 A CI Trip Generation . . II . ' LUC 834 - `� �j Time Period D e-In IAWDT 1264 vpd / PM Peak Inbou 38 vph I PM Peak outbo nd 35 vph 111 AM Peak Inbou d 57 vph AM Peak outbou 54 vph iThe AM volumes were not considered in the analysis based on the very low project volume expected. 1 1 The destination and origination of this traffic influences the turning movements into and out of the project which in turn influences the LOS analysis. Once the trip allocation has been determined trip assignment and distribution of the future project Itraffic is applied to the road system. The trip distribution for the restaurant will be directed toward 11 348th Street south via the frontage road driveway. The users of these facilities are expected to be oriented primarily toward the freeway system with the remaining trips distributed as shown in I Figure 4. Figure 4 also shows the intersection volumes for the various intersections receiving project traffic. . • x ii•J C. Future Traffic volumes With and Without the Project 1C° do7 il The applicable growth rate for background traffic in this area Y4), was assumed to be four percent as determined by WSDOT for SR-18 n 7.1 in the vicinity of I-5. This growth rate was then applied to the 1991 counts shown in Figure 3 to determine the traffic expected / in 1992 without the project built and occupied and is shown in II Figure 5. The project trips are then added to the 1992 baseline trips to determine the traffic expected with the project. These counts are compiled in Figure 6. gD. Future 1992 LOS with and Without the Project The following table outlines the expected LOS based on several IIscenarios. III TABLE 3 Future 1992 LOS With and Without Project Intersection Control Geom. 1991 1992 1992 w/prol S. 348th/SR-99 Signal All E F F s. 348th/16th Ave signal All F F F I SR-99/16th Ave Stop Southbound LT E F F SR-99/16th Ave Stop westbound RT D E E I S. 348th/Driveway stop Southbound LT E E E S. 348th/Driveway Stop Eastbound LT D D D S. 348th/Driveway Stop Southbound RT A A B I I I a 4 41 336th ST 111 0 8 d ii L I ? y r / S 340th ST O43 in Q c 3 41 s t 0 a w g o 0 0 m I 4T 80 0 g ° ___._ ›. Lt a 't O o r:ct 'U Ew- 19 -+ ♦Z-I d 55 % 4 � l _ 48th ST S i% E w I 1 59 f 6 S 30 #„71" 3z I �•.- . .. 4-0 I 0 %0 1 I 3.3Jra 5T g > a 4 V u0 336th ST i 52-15 /5: I t S�Sy. 111 r S 340th ST �koS in w 3 41 s t .>,- E. 0 111 41 447- 73 O 4 g ioi-1 4 it. T M z87 105-♦ err3 a 4 .r w tZ I 1-1 "1I- 4453 I' S 'V 31O I \ x 4 S1% Ew '5 2i'L 4°5:- 348th ST I : 487O4 I (JJLPL\ it. 1 II , , Q 4 +) . I U) 336th ST It 44 I y. r 58 S 340th ST 4�s w F. 1 341st ) E- 0 a 1 Ic.:7-497- 2.%.. 4•J NI T 2$ 35YZ8/ I I� 41 1k r 3 111♦ 4--ikare a +1553 r Fortic1; 4 �:—.441 t 348th ST S i% 4 �� E �W tt� zyL `.or I 3 . 070 i I3� S4 S9 1 0 II1 ,-+ 4-7 1 GYYi ..iv•• v- C--a southbound right turn which becomes LOS B from Los A. The projects serving roadways are congested and Los is severe at several of the intersections. Several items should be considered, however, when reviewing the LOS analysis. 1. The LOS E expected to occur at the project entrance affects primarily project traffic only. 2. The computer tools used to determine LOS do not discern that the project entrances will have reasonably large gaps created in traffic on SR-18 because of signalization at both SR-99 and also 16th Avenue south. The gaps occur approximately every two to three minutes thereby allowing times within the signal cycles where lighter traffic is on SR-18 in front of the project. The large amounts of traffic which pass by the project travel in the form of platoons or tighter groups which occur as the signal at each end of the project releases traffic under the green signal. 3. The traffic wishing to turn left from the project entrances during the busier times are able to first drive into the two way left turn lane before merging with the eastbound traffic. This allows the driver to be primarily concerned with one direction at a time. This two step traffic movement is a common occurrence by drivers in areas with road and traffic characteristics similar to SR-18 in this vicinity. V. Conclusions and Mitigating Measures The construction of this project is expected to add approximately 1264 additional vehicle trips to the roads in this area. The existing LOS at the intersections of SR-99 and 16th Avenue South, the intersection of 16th Avenue south and sR-18, and the intersection of SR-99 and SR-18 are presently experiencing severe congestion during the PM peak hours. The city of Federal way in conjunction with other agencies are preparing to improve segments of roadway along 16th Avenue South and South 348th street. The project traffic represents approximately 1.3 percent of the entering traffic at 16th Avenue South and South 348th Street and less than 0.3 percent of the entering traffic to the intersection of South 348th street and SR-99. It should be noted that no passby trip reduction was taken in any of the analysis. The following mitigating measure is therefore recommended based on this analysis. 1. The project developer should participate in the improvements ►,ctwapn sR-99 and sR-18 based on RLY VOLUMES VOLUMLb ILI r‘.r L N jor street:SR-18 v 41 <-�'WS--- �p--V4_-- 28 3 <---V5--- 1076 V2---> v- ---V2-�-}� de 1468--- --V4---N= 37 ---V34v 1:ir % 26---V3---v I> e of Counts: 1> \e • II(. V7 V9 1 V7 D9 X STOPI e Period: 1 I YIELD el „0 ` 12 130 A.PEAK 12 30 roach Speed: Minor Street: Grade lik ENTRANCE • . 9 N= 2 1114 ,ulation: 40000 .UME ADJUSTMENTS 7 I 9 I I 2 I 3 I 4 I 5 I -ement no. 30 I _ume (vph) I 1468 I 26 I 27 I 1076 I 12 I - (P cph) ,see Table 10. 1IXXXXXXXXIXXXXXXX. I 28 IXXXXXXXXI 12 I 30 I P 1 : RT From Minor Street I 'Lflicting Flows, Vc ► 2 V = 13 + 734 = 747 vph(Vc9) _tical Gap, Tc T = 5. ecs (Tab. 10.2) -..ential Capacity, Cp C.'- 457 pcph (Fig. 10 .3) :ual Capacity, Cm C .=Cp9= 457 pcph _ -:3P 2 : LT From Major Street I . . v-- V4 V3+‘ -igwi + 1468 = 1494 vph(Vc4) _tcal Gap,Flows, Vc Tc= ecs (Tab. 10 .2) _ ical Tc Cp4 167 pcph (Fig. 10 .3) :ential Capacity, Cp C 4 Di Cp utilized and Impedance Factor (V4 P )x100= 16.8% P4= .89 :ual Capacity, Cm (Fig. 10.5) Cm4 -Cp4= 167 pcph 'P 3 : LT From Minor Street I <-\ V7 zflicting Flows, Vc 1/ • V3+V2+V5+V4=13 . . : + 1076 + 27 = 1700 vph(Vc7 ) Tc= -cs (Tab. 10 .2) Ltical Gap, Tc Cp7= .5 pcph (Fig. 10.3) :ential Capacity, Cp Cm7=Cp7xP4= 65 x .89 = 58 pcph :ual Capacity, Cm IRED LANE CAPACITY SH = (V7+V9) / ( (V7/Cm7 )+(V9/Cm9) ) if lane is shared -- T ri C T.nc N jor street:SR-18 v 3 <---V5--- 1119 <---V5--- 3e 1528---V2---> v---V4--- 28 ---V2---> v---V4--- 29 % 27---V3---v N= 3 ---V3---v e of Counts: 2 V7 V9 X STOP V7 V9 e Period: 1 1 YIELD I PEAK 12 31 12 31 roach Speed: Minor Street: Grade ENTRANCE 0% . 9 N= 2 alation: 40000 JME ADJUSTMENTS ament no. 1 2 I 3 I 4 1 5 I 7 I 9 I me (vph) I 1528 I 27 1 28 1 1119 I 12 I 31 I (pcph) ,see Table 10. 1IXXXXXXXXIXXXXXXXXI 29 IXXXXXXXXI 12 I 31 ? 1 : RT From Minor Street 1 /-> V9 flicting Flows, Vc 1/2 V - 14 + 764 = 778 vph(Vc9) 7.ical Gap, Tc Tc= CfWecs (Tab. 10.2) antial Capacity, Cp Cp9= 438 pcph (Fig. 10. 3) .gal Capacity, Cm Cm9=Cp9= 438 pcph ? 2 : LT From Major Street I . , v-- V4 flicting Flows, Vc V3+V2= + 1528 = 1555 vph(Vc4 ) :ical Gap, Tc Tc= .5 ecs (Tab. 10.2) antial Capacity, Cp Cp4= 4 pcph (Fig. 10.3) Cp utilized and Impedance Factor (V4/Cp4)x100= 18. 8% P4= .87 ial Capacity, Cm (Fig. 10.5) Cm4=Cp4= 154 pcph 3 : LT From Minor Street I <-\ V7 flicting Flows, Vc 1/2 V3+V2+V5+V4= 14 + + 1119 + 28 = 1700 vph(Vc7 ) :ical Gap, Tc Tc= 'ecs (Tab. 10.2) mtial Capacity, Cp Cp7= .5 pcph (Fig. 10.3) ial Capacity, Cm Cm7=Cp7xP4= 65 x .87 = 57 pcph QED LANE CAPACITY SH = (V7+V9) / ( (V7/Cm7 )+(V9/Cm9) ) if lane is shared CR CR LOS LOS N 3jor street:SR-18 v '3 <---V5--- 1119 <---VS--- 3de 1528---V2--- > v---V4--- 34 ---V2---> v---V4--- 35 )% 59---V3---v N= 3 ---V3---v e of Counts: < 1 I> -Le 32 W/PROJ V7 V9 X STOP V7 V9 re Period: I I YIELD PEAR 42 36 42 36 jroach Speed: Minor Street: Grade ENTRANCE 0% F: . 9 N= 2 pulation: 40000 i I LUME ADJUSTMENTS vement no. ► 2 I 3 I 4 I 5 I 7 1 9 I lume (vph) I 1528 I 59 1 34 I 1119 I 42 I 36 1 (pcph) ,see Table 10. 1IXXXXXXXXIXXXXXXXXI 35 IXXXXXXXXI 42 I 36 ( { EP 1 : RT From Minor Street 1 /-> V9 nflicting Flows, Vc 1/2 = 30 + 764 = 794 vph(Vc9) itical Gap, Tc Tc= 5.5 secs (Tab. 10.2) tential Capacity, Cp Cp9= 429 pcph (Fig. 10.3) tual Capacity, Cm Cm9=Cp9= 429 pcph EP 2 : LT From Major Street (. v-- V4 nflicting Flows, Vc V3+V2= + 1528 = 1587 vph(Vc4) itical Gap, Tc Tc= -ecs (Tab. 10.2) tential Capacity, Cp Cp4= - 8 pcph (Fig. 10.3) of Cp utilized and Impedance Factor (V4/Cp4)x100= 23.6% P4= .83 -tual Capacity, Cm (Fig. 10.5) Cm4=Cp4= 148 pcph ,EP 3 : LT From Minor Street I <-\ V7 inflicting Flows, Vc 1/2 V3+V2+V5+V4= 30 + : + 1119 + 34 = 1700 vph(Vc7 ) -itical Gap, Tc Tc= 'ecs (Tab. 10.2) )tential Capacity, Cp Cp7= 65 pcph (Fig. 10.3) :tual Capacity, Cm Cm7=Cp7xP4= 65 x .83 = 54 pcph TARED LANE CAPACITY SH = (V7+V9) / ( (V7/Cm7)+(V9/Cm9) ) if lane is shared CR CR LOS LOS N> ajor street:SR-99 2 <---V5--- 796 Q l < -- ade 447---V2---> v---V4--- 546 ---V2- .w --V4--- 557 0% 9---V3---v N= 3 -V3- v le. < 1 > I:01. or> to of Counts: 1 ~�.,/ 91 V7 V9 X STOP V7 V9 re Period: 1 1 YIELD oce PEAK 0 553 �� Le I0 I564 broach Speed: Minor Street: Gra. - C` 16TH AVE 0% ,Ce : . 9 N= 2 0 Julation: 40000 ,UME ADJUSTMENTS -ement no. 1 2 1 3 1 4 1 5 1 7 1 9 1 _ume (vph) 1 44 1 9 1 546 1 796 1 0 1 553 1 _ (pcph) , see Table 10. 1lXXXXXXX XXXXXXXXI 557 IXXXXXXXXI 0 1 564 P 1 : RT From Minor Street 1 /-> V9 flicting Flows, Vc 1/2 V = 5 + 224 = 229 vph(Vc9) tical Gap, Tc 6.5 ecs (Tab. 10.2) ential Capacity, Cp Cps= .94 pcph (Fig. 10.3) ual Capacity, Cm C ,9=Cp9= 694 pcph P 2 : LT From Major Street 1 , _ v-- V4 flicting Flows, Vc V3+ , .- + 447 = 456 vph(Vc4 ) tical Gap, Tc Tc= 6 ecs (Tab. 10.2) ential Capacity, Cp Cp4 3 pcph (Fig. 10.3) Cp utilized and Impedance Factor (V4 Cp4 )x100= 95.5% P4= . 06 ial Capacity, Cm (Fig. 10.5) Cm- Cp4= 583 pcph D 3 : LT From Minor Street <-\ V7 • flicting Flows, Vc 1/ . V3+V2+V5+V4= 5 + + 796 + 546 = 1700 vph(Vc7 ) :ical Gap, Tc Tc= %' .5 ecs (Tab. 10.2) mtial Capacity, Cp Cp7= 5 pcph (Fig. 10.3) :al Capacity, Cm Cm7=Cp7xP4= 35 x .06 = 2 pcph I 6 5 .ED LANE CAPACITY SH = (V7+V9) /( (V7/Cm7 )+(V9/Cm9) ) if lane is shared CR CR LOS LOS i r'Li vvLvrar.D VOLUMES IN PCPH N> jor street:SR-99 2 <---V5--- 828 <---VS--- de 465---V2---> v---V4--- 568 ---V2---> v---V4--- 579 % 9---V3---v N= 3 ---V3---v e of Counts: 2 V7 V9 X STOP V7 V9 Period: I I YIELD I I PEAK 0 575 0 587 roach Speed: Minor Street: Grade 16TH AVE 0% . 9 N= 2 elation: 40000 JME ADJUSTMENTS 2ment no. I 2 I 3 I 4 I 5 I 7 I 9 I me (vph) I 465 I 9 I 568 I 828 I 0 I 575 I 'pcph) , see Table 10. 1IXXXXXXXXIXXXXXXXXI 579 IXXXXXXXXI 0 I 587 I ' 1 : RT From Minor Street I /-> V9 :licting Flows, Vc 1/2 V = 5 + 233 = 238 vph(Vc9) :ical Gap, Tc Tc= 6. ecs (Tab. 10.2) mtial Capacity, Cp Cp9= 86 pcph (Fig. 10.3) al Capacity, Cm Cm9=Cp9= 686 pcph 2 : LT From Major Street - I ' v-- V4 licting Flows, Vc V3+V2= + 465 = 474 vph(Vc4) ical Gap, Tc Tc= ecs (Tab. 10.2) ntial Capacity, Cp Cp4= 5 pcph (Fig. 10.3) Cp utilized and Impedance Factor (V4/Cp4)x100= 100% P4= 0 al Capacity, Cm (Fig. 10.5) Cm4=Cp4= 570 pcph 3 : LT From Minor Street I <-\ V7 licting Flows, Vc 1/2 V3+V2+V5+V4= 5 + 4 . 828 + 568 = 1700 vph(Vc7 ) I'ical Gap, Tc Tc= 8.5 -ecs (Tab. 10.2) ntial Capacity, Cp Cp7= 5 pcph (Fig. 10.3) al Capacity, Cm Cm7=Cp7xP4= 35 x 0 = 0 pcph ED LANE CAPACITY SH = (V7+V9) /( (V7/Cm7)+(V9/Cm9) ) if lane is shared N> ijor street:SR-99 2 <---V5--- 828 <---VS--- ide 465---V2---> v---V4--- 576 ---V2---> v---V4--- 588 9---V3---v N= 3 ---V3---v e of Counts: <) I> 2 W/PROJ V7 V9 X STOP V7 V9 le Period: 1 1 YIELD 1 1 PEAK 0 582 0 594 >roach Speed: Minor Street: Grade 16TH AVE 0% . 9 N= 2 ulation: 40000 UME ADJUSTMENTS ement no. 1 2 I 3 I 4 I 5 I 7 I 9 I ume (vph) I 465 I 9 I 576 I 828 I 0 I 582 (pcph) ,see Table 10. 1IXXXXXXXXIXXXXXXXXI 588 IXXXXXXXXI 0 I 594 I P 1 : RT From Minor Street I /-> V9 flicting Flows, Vc 1/2 V = 5 + 233 = 238 vph(Vc9) tical Gap, Tc Tc= .5 ecs (Tab. 10.2) ential Capacity, Cp Cp9= 86 pcph (Fig. 10.3) ual Capacity, Cm Cm9=Cp9= 686 pcph _ P 2 : LT From Major Street - - v-- V4 flicting Flows, Vc V3+V2= • + 465 = 474 vph(Vc4 ) .ical Gap, Tc Tc= 6 ecs (Tab. 10.2) ential Capacity, Cp Cp4= • pcph (Fig. 10.3) f Cp utilized and Impedance Factor (V4/Cp4)x100= 100% P4= 0 sal Capacity, Cm (Fig. 10.5) Cm4=Cp4= 570 pcph • 3 : LT From Minor Street ( <-\ V7 flicting Flows, Vc 1/2 V3+V2+V5+V4= 5 + 4 . + 828 + 576 = 1700 vph(Vc7) :ical Gap, Tc Tc= 8.5 ecs (Tab. 10.2) 2ntial Capacity, Cp Cp7= 5 pcph (Fig. 10.3) ial Capacity, Cm Cm7=Cp7xP4= 35 x 0 = 0 pcph RED LANE CAPACITY SH = (V7+V9) /( (V7/Cm7 )+(V9/Cm9) ) if lane is shared OD OD T 11C T r C MASTER LAND USE APPLICATION -Taco t 1 Application # 5pK cia _ 000 i Date January 3, 1992 Agent X Name of Applicant Brown Connally Rowan Architects Owner Address 222 East 26th St. /Tacoma, Wash. 98421 Phone 206-627-4367 Signature 1 �Z� 4 4 , .onbv eaten -a,KRad/m/ l Property Location 1406 South 343th St. Kroll --36 E Zone Community Business (BC) Legal Description . See Attached Project Description 1989 SF fast food restaurant with drive thru window and sit down service. Type of Permit Required:q SEPA Notice Sign Checklist Mailed Board X Site Plan Review R R * 1PZ SZD sp _ Land Surface Modification R R * 0 jock Cis} Boundary Line Adjustment Binding Site Plan R R R Short Subdivision * * * Subdivision R R R Shoreline R R * l Variance R R R 1E 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 z Variance R * R R 1 Comp. Plan/Rezone R R Annexation R R LEVEL I DRAINAGE ANALYSIS FOR TACO BELL LOCATED AT S. 348TH STREET FEDERAL WAY, WASHINGTON OUR JOB NO. 4367 DECEMBER 18, 1991 BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 - 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (206) 251-6222 SAR y • y�i��t i • •• A• n 2466i � d i 14 ®_•.mac.i r •.' gkr s _ !6%Vi�a0a,am 1 AlrV LLLL [1+ l. ✓�V+++ v+a�a..a..+ FEDERAL WAY, WASHINGTON OUR JOB NO. 4367 DECEMBER 18, 1991 INTRODUCTION/GENERAL INFORMATION The project lies within a portion of the Northeast quarter of the Southeast quarter of Section 20, Township 21 North, Range 4 East, Willamette Meridian, King County, Washington, and is approximately .57 acres in size. The existing site consists of one house located at the northeast portion of the site with a gravel drive which provides access from the house to S. 348th Street. Vegetation on the existing site consists of some scattered trees and undergrowth of grass and shrubs. The property is basically rectangular in shape, and contains approximately 115 feet of frontage on the south along S. 348th Street. The property is bounded to the north by an existing private road, to the east by an existing McDonald's restaurant, and to the west by undeveloped property. The overall topography of the site generally slopes from north to south with an approximate slope of 6 percent. The on-site soil has been classified as Everett classification in accordance with the King County soils survey information. The project lies within a portion of the west branch of Hylebos Creek sub-basin. A copy of the surface water management map, which shows the basin boundary and delineation of the supplemental on-site detention standard is enclosed. UPSTREAM DRAINAGE CONSIDERATIONS From a site visit and existing aerial topography map, it is apparent that the site does not receive any storm runoff from adjacent properties. The site is bounded to the north by an existing development which has its own storm drainage system and all of the storm drainage runoff from the north is bypassed by an existing 18-inch pipeline along the west portion of the property to S.E. 348th Street. Adjacent property to the east is developed as a McDonald's restaurant which does have its own storm drainage system. The property to the west drains from north to south in the same manner as the existing site. No storm drainage runoff would enter the property from the south as dictated by topography. ON-SITE DRAINAGE CONSIDERATIONS As mentioned above, the site drains from north to south with an average slope of approximately 6 percent. The storm drainage runoff from the site will sheetflow toward the southwest portion of the property and sheetflow to an existing storm drainage ditch along the north side of S. 348th Street. This ditch collects storm drainage runoff from the subject property and adjacent properties to the east. The storm drainage runoff from this ditch travels west enters an existing 18-inch concrete pipe which connects to a storm drainage manhole which combines the storm drainage runoff from the drainage ditch along with the tightline storm drainage system from the north. comes to the access road on the north side of 348th. Sheet flowing across the road into a 3-foot deep ditch, approximately 18 inches wide at the bottom and 6-8 feet across the top. This flow enters into a manhole structure approximately 30 feet west of the west property line. This manhole has four pipes that enter into it, an 18-inch steel from the northeast that carries the flow from the detention system in the private street on the north side of the site. There are 18-inch RCPs to the east and west that collect drainage from the ditch along the north side of S. 348th Street. A 24-inch CMP goes south across 348th. On the south side of 348th, the 24-inch CMP from the manhole on the north side of the street enters a catch basin, along the flowline of the pavement. There is an 18-inch concrete pipe that enters the catch basin from the east and an 18-inch concrete pipe that exits the catch basin going west for approximately 25 feet where it daylights into an approximately 4-foot deep ditch, 2-foot wide at the bottom, about 8 - 10 feet wide at the top. This ditch carries the flow of water west along So. 348th Street to the intersection of SR-99. The grass and debris in the bottom of the ditch is bent over and washed in a westerly direction. At the intersection of SR-99 and So. 348th Street we have the opening of an 18 inch concrete culvert that runs in a westerly direction to a catch basin at the southeast edge of pavement. Inside the catch basin we have the 18-inch concrete pipe that enters from the east and we have 24-inch pipe that runs north and south entering from the north, exiting to the south. Back in the ditch, at the invert of the 18- inch concrete pipe there is a 2 1/2 foot high earthen dam that diverts water through the 18-inch concrete pipe. Anything that overtops this small dam in the ditch runs south along SR-99, through a ditch until it reaches an invert approximately 275 feet south of the dam. This is a 12-inch concrete pipe that goes to a catch basin 75 feet further south, flow exits this catch basin, runs for 200 feet further south to another catch basin. Flow runs west through a 12-inch RCP to a catch basin manhole on the east edge of pavement of SR-99. From the catch basin at the southeast corner of SR-99 and So. 348th Street, the 24 inch concrete pipe goes south to a catch basin approximately 200 feet away. From that catch basin, a 24 inch concrete pipe exits, continues south to a catch basin manhole on the east edge of pavement. This manhole is the junction where the 12-inch concrete pipe for the flow that goes down the ditch line intersects. From this manhole, flow continues through a 24-inch concrete pipe for 85 feet to another catch basin. Flow exits this catch basin in a southerly direction through a 24 inch concrete pipe. This point is approximately 1/8 mile downstream from the site. Flow continues south through 24-inch concrete pipe for 225 feet to another catch basin. This catch basin has a 12-inch concrete pipe that enters from the east, from a catch basin at the curb line. The 24- inch concrete.pipe leaves the catch basin, continues south 200 feet to another catch basin. From this catch basin, 24-inch concrete pipe continues south for 185 feet to another catch basin along the edge of pavement. There is a 36 inch concrete pipe that exits this catch basin in a southeasterly direction, goes 50 feet to a storm manhole. There's a 42-inch corrugated metal pipe that exits this manhole going in a southeasterly direction. No evidence of erosion or drainage problems was seen during the site visit. I ne Ionowing is a (mot uisGUJJlu11 Ut i11J W U1G (J1uJGa a iaao Va W laa waaaYa� W aua uaa .r a as waa requirements and the twelve special requirements of the 1990 King County Drainage Manual. CORE REQUIREMENTS 1. Drainage at the Natural Location The proposed project will be designed to incorporate an on-site detention system for storm drainage runoff. An existing storm drainage ditch along the north side of S. 348th Street will be utilized to discharge storm drainage runoff from the detention system. During the design of the final grading and storm drainage plans, surface water runoff will be designed to discharge at the natural location, which would be the existing ditch along S. 348th Street. 2. Off-Site Analysis As required by Core Requirement No. 2, the upstream tributary drainage area has been identified and the Level I Drainage Analysis has been completed to identify an downstream drainage problems noted during the field investigation. The Level I Drainage Analysis is enclosed in the report and satisfied Core Requirement No. 2. 3. Runoff Control As required by Core Requirement No. 3, the proposed storm drainage system will provide the required runoff control to limit the develop condition's peak rate of runoff to the predeveloped rate. The project is located within the west branch of Hylebos Creek Sub-basin. Please reference the enclosed West Branch Hylebos Creek Sub-Basin Problem and Recommended Solutions Map. The project is also located within the area of the recommended enhanced stormwater infiltration. Percolation tests should be performed to determine if the on-site soils are adequate to provide an infiltration system. 4. Conveyance System Core Requirement No. 4 states that all conveyance systems for the proposed project must be analyzed, designed and constructed for existing tributary off-site runoff and developed on-site runoff from the proposed project. During final design plan preparation of the project, a detailed sizing of the conveyance system will be completed which incorporates any tributary runoff area. Our field investigation has verified that the site does not receive surface water runoff from the upstream tributary area, therefore the conveyance system will only be designed to incorporate surface water runoff from the project site. A complete design and analysis of the final conveyance system will be completed during the final design plan preparation. As part of the preparation of the final design plan an erosion/sedimentation control plan will be prepared in accordance with the King County Drainage Manual and/or City of Federal Way Requirements. This plan will generally consist of a temporary erosion/sedimentation control pond, a construction entrance, mirafi filter fabric, temporary V-ditches and an outlet control structure sized in accordance with the design requirements. Core Requirement No. 5 will be satisfied through preparation of final design plans. 6. Maintenance and Operation Core Requirement No. 6 states that maintenance of all drainage facilities constructed or modified by a proposed project is the responsibility of the property owner except that the City may assume maintenance of drainage facilities constructed for formal plat subdivisions and some short plat subdivisions two years after construction approval. As part of the final preparation of the drainage report, a maintenance and operation manual will be prepared to identify maintenance requirements for the system as well as the schedule. No other specific action is needed at this time to satisfy this condition. 7. Bonds and Liability As indicated by Core Requirement No. 7, the drainage facility will be constructed in conformance with the bond and liability requirements of King County Code 9.04.100. No specific action is required at this time for this requirement. SPECIAL REQUIREMENTS 1. Special Requirement No. 1. Special Requirement No. 1 indicates that King County/Federal Way provide the authority to establish critical drainage areas within which any proposed projects must comply with these special requirements. The proposed project is located within the Hylebos Creek Drainage Basin and a supplemental on-site detention standard is required. The special requirements for drainage control within this basin will be incorporated into the final design plans for the project. 2. Special Requirement No. 2 - Compliance With an Existing Master Drainage Plan - Special Requirement No. 2 indicates that if a proposed project lies within an area covered by an approved master drainage plan as listed at the BALD Division Permit Center, then the proposed project's drainage review and engineering design plans must be prepared in accordance with any special requirements of the master drainage plan. The proposed project does not lie within an existing master drainage plan area except for the special requirements of the Hylebos Creek Drainage Basin Plan which will be incorporated into the final design of the storm drainage system for this project. r _r____ r. _J_ _- because the project is not a master drainage development; the project does not encompass a contiguous sub-basin of more than 200 acres; the project is not a commercial building permit or planned unit development that will eventually construct more than 50 acres of impervious surface area; and the project will not clear an area more than 500 acres within a contiguous drainage sub-basin. Therefore, Special Requirement No. 3 is not applicable to this project. 4. Special Requirement No. 4. Special Requirement No. 4 states that a proposed project lying within an adopted basin or community plan must prepare engineering plans in conformance with the special requirements of the adopted basin plan or community plan. As stated in Special Requirement No. 1, the project is located within the Hylebos Creek Drainage Basin Plan and the storm drainage system will be designed to incorporate the special conditions for this area. Special Requirement No. 4 will be satisfied through the approval of the final design plans for this project. 5. Special Requirement No. 5 - Special Water Quality Control. Special Requirement No. 5 states that if a proposed project will construct more than one acre of impervious surface that will be subject to vehicular use or storage of chemicals and proposes a direct discharge of runoff to a regional facility, receiving water, lake, wetland or closed depression without on-site peak rate runoff control or the runoff from the project will discharge into a Type I or Type II stream or Type II wetland within one mile from the project site, that a wetpond meeting the standards described in the King County Drainage Manual shall be employed to treat a project's runoff prior to discharge from the site. Since the proposed project will not create impervious surface area. exceeding one acre, which is subject to vehicular use. Special Requirement No. 5 is not applicable to this project. 6. Special Requirement No. 6 - Coalescing Plate Oil/Water Separators. Special Requirement No. 6 indicates that if a proposed project will construct more than five acres of impervious surface that will be subject to petroleum storage or transfer or high vehicular use, which exceeds 2,500 vehicle trips per day, or heavy equipment use storage or maintenance, then a coalescing plate oil/water separator or the equivalent shall be incorporated to treat the project's runoff prior to treatment by the wetpond, wet vault or water quality swale. Since the project does not meet the threshold conditions indicated in this requirement. Special Requirement No. 6 is not applicable to this project. 7. Special Requirement No. 7 - Closed Depression. Special Requirement No. 7 indicates that if a proposed project will discharge runoff into an existing closed depression that has greater than 5,000 square feet of surface area at potential overflow, the project must meet the special requirements indicated by this condition. The proposed project does not discharge surface water runoff into closed depression area based on a review of the existing topographic survey. and therefore. Special Requirement No. 7 is not applicable to this project. 8. Special Requirement No. 8. Special Requirement No. 8 states that if a project proposes to use a lake, wetland or closed depression for peak rate runoff control consistent with Core Requirement No. 3, then the project must meet the special requirements for this condition. Since the project does not propose to use a lake, wetland, or closed depression for peak rate runoff control. Special Requirement No. 8 is not applicable to the project. depression or if other King County regulations require study of flood hazards, then the 100-year flood plain boundaries, based on an approved flood hazard study as described below shall be delineated on the site improvement plans and profiles and on any final subdivision maps prepared for the project. The proposed project does not contain or abut a stream, lake.. wetland, or closed depression, and therefore, Special Requirement No. 9 is not applicable to this project. 10. Special Requirement No. 10 - Flood Protection Facilities for Type I and Type II Streams. Special Requirement No. 10 states that if a proposed project contains or abuts a type I or type II stream that has an existing flood protection facility such as a levy, revetment and berms or proposes to construct a new or modify an existing flood protection facility, then the flood protection facilities shall be analyzed and or designed as described in the conditions to demonstrate conformance with the Federal Emergency Management Administration. Since the project does not abut a Type I or Type II stream. and is not adjacent to a flood protection facility such as a levy revetment and/or berm. Special Requirement No. 10 is not applicable to this project. 11. Special Requirement No. 11 - Geotechnical Analysis and Report. Special Requirement No. 11 states that if a project proposes to construct a pond or an infiltration system (excluding roof downspout or dispersion system): (a) within 200 feet of the top of a steep slope or; (b) on a slope with a gradient steeper than 15 percent or; (c) using a berm higher than 6 feet or proposes to modify an existing flood protection facility, then a geotechnical analysis and report shall be prepared and stamped by a geotechnical professional civil engineer that shall address, at a minimum, the analysis described within this condition. Since this project does not meet the threshold requirements of Conditions A. B and C. Special Requirement No. 11 is not applicable to this project. 12. Special Requirement No. 12 - Soils Analysis and Report. Special Requirement No. 12 states that if the soils underlying a proposed project have not been mapped or if the existing soils maps are in error or are not of sufficient resolution to allow a proper engineering analysis of the proposed site to be performed, then a soils analysis and report shall be prepared and stamped by a professional civil engineer with expertise in soils to verify and/or map the underlying soils by addressing the minimum as described in this condition. The King County SCS Soils Survey Maps indicate that the existing soils within the proposed project consist of Everett type soils and urban type soils. Since the project is located within the area of recommended infiltration facility, a soils report will be prepared to determine the adequacy of the existing soils types. Once we obtain the results of these tests, a copy of the report will be forwarded to the City as additional information. The final design of the storm drainage system will incorporate the results of the infiltration tests in determining the feasibility of on-site infiltration. Therefore. Special Requirement No. 12 will be satisfied through the final design of this project. •••• .Basin Boundary NH Sub-Basin Boundary ,-�_ Sub-Catchment Boundary VH9 Sub-Catchment Number Streams and Stream Number ••••• • • - .2431 Project Location and Number — .••_••..._ •• _•••••••• ,w\ SupplementalOnsite(' "' 7 ••• •I 4' Detention Standard ••• _ r _` �,.° 1 Unit/5 Acre Zoning ,•• WH I B� 77 i • • •---- \. amp Area of Recommended •• - _ _._._�Alio Enhanced Stormwater • i • I , j , Infiltration ; WH9. i - • •. f • • ••' WHI-2' ••••••••• i. - i ••• _ WHIZ • :, \ _ J • ; 4 ' a• 1 O • , o.*oo ° • I ° o ° ° a1 f • , s A- — _• WHI5 °!• a° WHZ a; �v- • • , • ,,.-.1%-_,4,., . 4 I ..„, • . , „....._________1:-... A- 3,114 5, 4 , i i irq• L _ :2A e® i , i • 1 _ •,.. 4'.•• 1,404 1 • \ ti ._ -, 2433 y��°��i°i°i!*•i°+e '\ • ►'I /°°°�I P if••,,*•••°°4 • 4 o�; 'i .m•••••1,-.••°°+r°°°°°°°°°°°°°a -� ,°°°°•°°o.0"...°' • , Obi►°°k.`e°°°°°� -'� •• ' I i • i ' 1 •°O�I°°°•°°•�°•°� ' -', ri�- • _ 1, ,� ° °o, I • i. 2441 °.°.°°_°°° ',f;Iran "'. PROBLEM CONDITIONS •••• Basin Boundary i f ••••• Sub Basin Boundary '- • N Sub-Catchment Boundary VHS Sub Catchment Number i ••• j 2:2-1F- Streams and Stream Number I • • - ///. Flooding _____.._.�i ----_ �••�__or_ • o r_ --••••r•• ! --•• , • III$ Erosion/Sedimentation •••• i lr -. ; r \Ne Habitat ___� WH• 10 • Water Quality :• -- - -+ -®" r k f/ • �� 1Jhl12:; rf • ••• • �•• . y/H 1 i/ _1i �� jfi �� _ He E. f / �f i \ , ' I - i ' tt �, -' 0 / 1/4,__&,),/` - i • .. .�' ri�4 • 4.�, 013C`,, ` ;: WH4 `., • ///�,`� Z • -_ _ • i\3:'�"pa 2 • W4 >%, j 45 . i � f o . - � . VH1 1 EXISTING _- McDONALD'S .W/DRIVE-THRU J , 1 6 g j . •T a E. U O W n eF. 0 i -� ..� .. PROPERTY IJNE S 0'32'05'E 222.48' `�.. dr .. __�.. .. " I ¢Z 1 Q s C 7,V a ° '�` 3 I �� i •y _ o 0 U =` w.:. ; C • . i: � � y, Jos0s0 1:2j r -I0 © 9 © � M N la Y J t;!�. La), ° 1-41, " © Crlcr ACT COMPACT COMPACT cC CT O CT cCW*C ,l �f� t;� p W h0 i ® ® � 8r.. �rI --. dr- • 17 a' © l 0 (1 .* G/l5 11<T•1 i f c 7 scwa g s•91•d al• ed-d 27=o ' 7 b nszet.@ 6-o•e►.e.N •e,&-o" ,r-e, ..,-.....,. 0 n •• Q II • '0 m 0 •0 0. • (v rm.C414•1•110011,0.• )0'. • :c 0" 17%o- , 6' j park M•.CEs•9=0"UACN•W-o• Wes' wad-onI • d-d D'-o• y re-U h' W uuu�� f.,0 i 0 CC 1 '�•. 0 ♦ _l.p� �`'41./.:.�i.� .,may- -.a�'I�^�' Irw..i M ��N� • I I ci -� _g D\ 4.4. © _4 s 4 u .. ,�oar d °�+ chi ION Oa <e ; • _ Q �C • - -- SO.% IN CONc.-_�0 �J sad'-o• c is e TRAii1G_OCIC -, r! t,. 17 va.•SC in Ico 2 dl �w•u.'; rev_w.•1a'1�� I __:_ p Vim, ® _ co L.111 d' - I z a O -� -, i-- — I .. w 4 H Q Z p ©p O I tt; PROPOSED TACO BELL o101. 3V3 l' Q © �,� m © 0 �fxl M-70-H A - © T( 17. N dnano• N4rC)1 /�,¢ i ■ 40- ,levi i, d I �$ b 0 1 © © c-r- ,,-1 •+ /�`'� 'g w B i P i¢§ to '0 13 a)i! �, h uz „ " 3 f _ , *'�i�• ,.. 4- y 0 t -SITE OWSCURING FENCE CStt 1.11 • — A 0 ki , 0 0 al y 0 W V CC. -Of ,.. •• •. ••• _ •••. 4r •• - . N 0S0 PROPERTY LINE S 0°32'05'E 222.48' •• •• 1 % F a LL Q ! ARCHITECTURAL SITE PLAN GENERAL NOTES J'CONSTRUCTION NOTES REvtstoNs NM:Al drab ars shown on'MN AIE Wm albnia soled) 1 {IED 1. Prea@WO con"Intela,raoarwrral MN.P.i I•IRY �i — I SCALE: 1•.10'-0• awe that al receded pumas mth approvals have bean obtained.No '/ • ..'dal' �` �� —� "f0RT1f ; andlugbn or abdcadan rW begin until the awarapor has received aid - ' loriorycrewed al pithsath odor Marmara wraith by el or the . o Cared MOW Coteole es"peddba Beth OWNS - DRIVE_ PHOTO KEY pwnYkV sorb. p Caadud S P.C.C.cub per detail Y1pY11 I. Mood rnYMoadormaAm"aawbnYlrYesprn.led • - o y Comma P.C.C.wbadPWwdt per deal. 0 THRU ,4 VIEW TO THE: declIcallom and the ragiaavo and standard"d the local granny - e+ r Consent P.C.C.adnalc par dame TACO — ardrorYy.The rob report an recommendations wrath dram we•pan d 0 COMBO P.C.C.a1P-dr.dope 1:11.per awk �'r- --- A. EAST do required construction documents and b ma d coact Hal NM ' 8. NORTH precedence unless away*nosed Wrath'a she pans.The Carder 0 Ca back P.C.C.Draw sip Vid'410110 W.W.Y.oath.dos.•1!d 0.C.)Over 17 rushed aW.or prowl base. j w"OiiR p C. WEST Mel notify Two Bel lanauaka repth plane.e1e metope d np1 d•ar•P•rk•Y between lab Back concrete shall Camp*did recounted"d yplcaba*Mons t'sedan'b derees ma design and gab BELL "` D. SOUTH coned -i- n�'... A The ALTA awy MY M optedred amid dear.plea A Sbk01)mamen(7)percent dal riaYiry a0aouae wgded m di block canoed co p*YO with ABM g TYOU cBl0andas'pealed mw"tuns I DRIVE THRU .. 4. The Ima mad epoudppalesdrambraseoneoreMethb A 51Y.d'Dat/880'pr sack dcardsaleONbrrthb provide WrathoolormNWaaavapwbp •, SIGNAGE . Odd surveys end and sib corium/read•II as be the corwacas Id o Cameral oath enclosure on E P.C.0 p d per deal. - SF rwpaabYy b aresd tea wlaa utility commas.to bcd.male facilities 0 Double mad mould Two Oa mrkared Ow and f uiedon et"coma base.aeon walaw n Carl w" ..L f..•_ ALLOWABLE SIGNAGE: AREA: 70 prior m rump amuuamn No additions'angrrwlon obd be pat to the aambd rods alp by Taco Bd.Cord*and power by Grua Cawacta.10'Non.32 SF per gin moo ` ` PROPSED 1 MONUMENT,0'HEIGHT, IN2 TEFRNALLY O ONE FACE oaOddor her drams an vapor m does Wrath caused by Nowak eck D Dora aced Bu inrsd nation sign Car foundation(Min an as noted.Foundation.cathud tend ` -'-a' .. Q SF. Illuminated directional PROPSED SIGNAGE TYPE: DOUBLE SIGN FACE •ILLUMINATED, 6 Namrrea nth wades YraalM parr elualbMO erBthfaytlY parryO.C.81wL elprbabtla and eddied troak•upMTaco Bel - ..:Caw: .. I I I I oaaactorpriormartennNonn.CaaamrNalnod.TacoBelarracmn ® Yrabrad oralapasiYrapthddYteamdrrbapo«orals FouYrbn,aseibbmrddlp,rtlpear DIRECTIONAL SIGN SCHEDULE Ii SRE_DATA )\I\KKK manager d arN ract••panard win prod m proceeding else arnaors:dan la by B.C.Taco Bel m apply and Instal the menu Math speaker and sensor bap. - nearaary pen or pads dunes.Noma compensated rW b plod to we ba1400 was maw Mlds rid qd per tidal.Conduct foundation and paws cans.Car paw parMW. A ENTER a DRIVE•THRU —► arracar for work m be redone dos m dimensions a wades Nan r 32 SF.9"SF her both skies.For • B Dar K THANK YOU LOT SIZE: �! incorrectly a these peter l such rnotllutbdn Item not Men than n Q'. Y BnardrnNd mamma rpm C ENTER ---1 L WELCOME �I�� CRAW*D Instal ward Oar per to bulking odor. a Paled 2P high Irma Wee - 95-5Aiallowable i ores Caro way Caning O EMT—, Y RIGHT TURN ONLY LOT COVERAGE: CHECKED BY: a N"Mrakamaadama _a. Path r Non lard Woe. adrrco.• Federalwty zoning BUILDING: B.o+k AN /t BUILDING TYPE: E EAT ONLY N LEFT TURN ONLY `/ ° C (aired*Mon).both pdWnth Dohs Washington Sam Paled dada rrw1W0•. F EOTOT ENTER 0 BLANK LPAND 34.0%% (/fir/ry �Q I/� Department d Trarspowb and the Anrd•rn Pdlc Wake on State then. m Path handicap symbol-this an eke Mdoaaa 0 DO NOT P LANDSCAPING:(O AP0IG: 34.0% -'•I�'•elikt!v,_ -��` M-70-H H OW VE•THRU 0 BUILDING TOTAL(GFA): 1.889 8F Pt-"/1 A draws,ClaraMlbddpan"bY CarpwNpadspwM seapYma• Per WM soldI DRNE•TYW ONLY R BUILDING HIEGHT: 35' • 7.TYaaid mawYpraldaM wupnnd Car prorates'endpracticestopre :t' Paled C aids mole eab►•1i",t!OZ.. - BUILDING CONSTRl1CT10N TYPE: VN Ir JOB 06-435NUMBER: tea Ilk MOW and softy a t e odic a earl[worm thedoll d w y.Al wok ,r3 lardeclW area Sse rude Lt.L2.La PARKING SPACES REWIRED: 1/80 8F OF GFA "ri1"r T8:06i35 and whey procedures rW be aoudad rat the City d Fedew Way and '•l kcal Taco Bel'writhed dares Irish neodpaca PARKING SPACES PROVIDED: 25 SPACES BCR:B70B al ardded wr�es and Utility Co wands. e' WON 1000 Bs.grease kdrr"p"or per rasa See elm dinned rwNp. TYPICAL PARKING STALL 17(STANDARD B'X 18') • DATE: CaWud lab now per Mel7(COMPACT IT X 15) 4/1 Cub r dteFYau window.ores dotal1(HANDICAP 14'X 18) SHEET NUMBER 1 ZONING: RC D Proabe pole mounted lwdcp sipn. TAX LOT NUTABER: 2021044021 • A 1 A • i2 g6 F L� C U ' IL im w► PROPERTY LINE S r 3T 06•E 222A6• / �1aitilt— U MIRW FAA < RUSTING FIR TREES � CC g `'y �� i� �+ �f TO REMAIN.DONOT /1\aK��i� .�•a �� r---i O _ � �� >a `1 EXISTING DtSCIDOMb TREES co REMAIN. - dSTURD ROOT STRUCTURE. �/ �V' 17► MISTING CT:UAR TRIES �� i 00 NOT DISTURB ROOT fR111K.TURE.__..._-.. FENCE lb PRt1TECT TREES. �� Tt'�REMAIN. DO 1�QY� — — REMOVE WINING AS R¢ Z O •� FENCE.TO PROTECT TREES. `-� �I DISTURB IfOO'FSTRUCTURE. i—— • Mau IPSO FOR U 3 PEN9_TD PROTECT TREES. —i �� ---� WATER SERVICE J C 6 EYISTING CEDAR TREES lb REMAIN —/ ...... / 5f`�EXlSTING FRUIT •. fits AID) w V y§ 111 DD NOT DISTURB ROOT STRUCTURE .-- -. REMdIE El 14Tt1G // �� ...... EXISTING.bUSN \ 1 m z R FENCE / i� / TD 6t REINOVer TRES 10 REhWN. �; FENCE TO PROTECT TRESS. _ - EXISTING WSW /� // 'Do NOT Dl51URs I I a r /, \ •i i• TO Ei R*MOV9/ // ROOT STRUGTURt 1,4i 1- <m a / \�\ s&) / �� // FENCE TO PROTECT I I �/ /� �i/f_ExtSTING OVEtWEAD POWER / _. TREE.- • - •• IC-REMOVE EXISTING I / .— '`� µMOVEDTELEPI--- To�// 1 IWOOD FRAM I J / --�� I / 0.)01 BUILDING INCLUDING —7` •g /a FOUNDATION AND ' I I EXISTING CEDAR TREES J . LU *y —FOOTINGS �' �� / i I To.Et REMOVED tI 1 r W �qf�"' CCCO MIIIIIIM 0110.11.1.1,TM /�/�� I REMOVE EXISTING / w9 i6.% I"' r' EXISTING CEDAR.TAEE—�u O IA I GRAVEL. DRIVEWAY / Ii < < _N c.4i 0 l T6. O EE REMOVED I-a J I AS REQUIRED _ / e ? a �,, �/r1��,r� i FOR NEW WORK \\ ..REMOVE EXISTING�L. JI _Tr O w' CO ``moo r""'m.I n1 l� I \ 514N Fb6Tto • ( V l! M (j� V" �•�'"V • i (sisi i.—N Cif 1 I 1 a EXISTING HEMLOCK MR n EXISTING FIR IlteEs \_.: L� —10R[MAIN. DO NOT ��j.--V TO DE REMOVED - -- ---_--_ ear i 1 i i _DISTURB ROOT STRUCTURE A �z Z FENCE TO PROTECT TREE _ (11,Z --—--— \ Q J /LS ' �• a' it ,� z (V vEXlST1NG CEDNtT1tEE �� /) h I «DRM WATER 4NE.- 1.ag X O tJ CI C,ki 0 0 TO 0[REMOVED I/ I ' f5[E AID) 1{i IYj b: �� \I 1`� ��-2��/ METING--CEOW TREE.TO REMAIN. -_ , cc < J _-DD NOT.pSTRU6 ROM STRUCTURE, \\ •• •• •• •• • FENCE TO FRCRFGT TRfifi: m po O PROPERTY LINE S r 32'05•E •222.16' '• •• • �� Q y ILI W ` ' " c~'- DEMOLITION NOTES: ED — 1. Darotfa Remove al emeaeae and writs eYe IIW b asGVMB l premed on the Parr and bO and -- REVISIONS required knew wok Sawa asphalt Mont Y Weald al draMNand Eu 5 Io Provide Matt a .adpa Im nu. alpha�Omer mums mepolrtRy lot aduo dsr4lon al awns EsdamdW rd. . DEMOLITION PLAN FRII &ac SCALE 1•=10'-0• O Fronde tamp brdcadr and oar fens ofpmMdkn as/hied fp1dsd wart{sea aM BrNM Crane Yam Miura due lo demotion work 4. Danrepss Promptly Iepar dramas cared to Orme Boar bydrrotrn wont at no cow b Tan lir R Wool ol Oemwrrd W fable A Brom debris.notion,rid delta most*rasorB Yen denntfn*prams Mom barmy Ma Tarpon . and Wary carom oB air. B.d amorous marl*re ecaaerod dump d.Il*lon operations,Mop cordons aM bridlery eddy - Two Sr Comply win Ippleabr mgWtlau, rm.and Whams;eorrcarrip removal,larding.and quedrn against morn or armorial poluba E Rearm aa awseeaa ram rdw*ra Wet Ma aipormanta m pram lr new nark. Ntek �� Imo a�a qa DRAWN BY: M CHECKED BY: • w` :Os2 BULLOING TYPE: 131110.40 F _` L6VVV MaaH JOB NUMBER: T B:06-435 SCR:9109 DATE 1-6-92 SHEET NUMBER: A1B . I .Vi>R •• X C CJ W 1 .. a t PROPERTY UNE S 0°32'Or t 222.42! L 73 272 a i 4 g oo ;$1 i / W \ ---w. 0=!� 40 a `` a Alf 'Fob d► yo c°� / : 0' d' i — cc O a 0: •, ' ; -' I 1 .si ii e. - e. .. 4,..c-.. l‘ 'I-as o. m z \:' � \'- a'M1, ��7` .1 • .. 4..... A a1\mac I / Mp° 1W� 1¢ill 01 t\ 4 44�1wp' �' / •', 1 ,I • \\ \ g4ary.MO 14�7" 42 dk. a,C\.14aa11�1�2a1\• : - d a \ ' 6d ,00. a4 q0 1 0 w\� a1\tie �,� 0 ,1 t.70=2_ to \I 1 tC,Z1\cp a1`.tO a'P.' 0 a1 I / I� �NO °o° W & _ a1 \' 4, a1°• 1 o I PART wInktuf TIN LU z / , jl.n,- •_3,il y 'C7=�4t�.-' �;. .i 1c.�o�10�o y Zuw. I 11 r ...... .,dINC O I / 4 Al n '16 '�1'� j' ray \r\ \' `�' = Q 1�" ' '.� cfr 0.1 4r��d 21'• 1* /to \�a \db �` o• et 7 e0 CC .�.v to. ►"" 5. 1r;. I / ti PROPOSED TACO BELL ;,, a1\' I / � )"f: M-70-H tta. f+�` i/ 0 I I N lr I I c / 3 a1° ° y F„.• r � OO• • I : el 4 7�N —^w•— m tO- � �b° m'�r k' +•� µ.t '#` / '{;,F+...,< ''• e. +�_ :x. Y1 1'' y4. tit\a �.� 1$• .�' a•�YJIr 3` • �` � .i: ,. � .""I . y , 1°q ��"'� I a• 'F 3 a. \e' `�.l�.a•rJR'_" _ ` - _,va LL� r.�..� _L;..:.� �Y!•a ..:.r, _ _...-.:�.. '�yr..wv _'S,IIV.'yj'I: 1.\ y W a <.. ... �_�/44tti�y• .4� ..�—� '�'�1a�, ..`��. ... 4'�1\.6� 4' ,�``... `2'• •�,as N6 ...�'01'' L4 ik I 1 J g 3 Z • / \ o mo�a a .. .. ) \0 1 PROPERTY LINE S 0.32'Or E / 222.48' • .Rye p Q S W EU 0 --—— ._-::_. t7! _ - -- 271—_. -_.E7�__ £49 pliq LE.248.4o :CLEARING do GRADING NOTES: GRADING PLAN REVISIONS 11.111MO Madre pan Is lo Oawad n MR Me M Me a0IM.m.M YW8Cpsin.and M. Mona lorWarmYNl nyrdp e EXISTING 7'OfKIGEAPNY V�SLOPES SCALE: 1.1O'-0- L BETV�N 157. 7.. L B Mail At MIA as a MO1la gmaaoL - REMAINDER OF SfTE-25 IS SLGPED LE55 71YN 15>:� :1 Sas Maal A1E&Alf t W laa.a • Via.am doodad NM Include III balm awl weals,al untlNa.r epee sod wham • 'S.BM palm Mal Oa prima",In accordance WO tam Mbar sad apmalcadol.dad Oa raodmlaWlalt NIWON Oa . .pa,moon rsnralcad only plan sac Ten mama Mail be responsible br rarnalp and rooming.awe,y■1wlga unwNlb medals W and 1.plvaw MB mumble m.Mals as pdftd In Iw soft spat N.aava1d M■W war.awl Oa cmpacl.d to IS%.I monad proctor rmammn dowdy per A.S.T L1I Did.Moabm content a Imo d Mamma.111$am scowl 2%above nor a%below Valuta ConaawW MO.WM•cowman real prpal by a walked was mllpb.& wowed wan ma star or wlanpbn waybp pall■larchs nun.lmprl.aW WddnIMDWOYgplalaWa.n n In pane lawn Wen cannoned In accordance MR Rem plans and p.dlclom and dal llamasWYa1 as bT In dal adft report • '1 Moat M bep.rW Inm.d m.d aoaaa WR pins p Pam pl ada n ale and Me n alronw m andeasWad.MOw Cad Mal a Federal Way.lb*0Ga,rayon and r.cm..,dlaa.alo l Barer arm pal of llr nga1d mmtlracn documenk able caw a conga aWWa pncsdenncl unless p.ddaaly mad 0Mlwa on Oa pane.TM mnaaclor OW may Taco BM � mnan¢lm 1wlap.r clam,drapa cyba.ln soft won NM ON;MC . 1 NJ NM r T. � �Badge anew Mb Mlw MY b.loll swirl by M MUM 0Wbmm11 Caraaa al gradeMaan 1 Taco Bran conwncampsa any d1 as lhoc plat pros0 to be e redone of bdaon amnasaorgr mammy a ahlan w al.mangos.No an oopaanmaladee per bale craaao asrdrknnredol.due ndbambm apadm.11ora . Warmly m Iwo Mow Ouch&cconass nor beenyw.n. �N 1 WM BM Rapalm . �1 WN BV: Q 81 c P �99Z DRAWNGT Ramon l annual eel MR alylcan0ptlellaaM.Prod ra.wady.and Iwapada0als a ramll.m.Ildad n Oa soft CHECKED BY: won FB bar awl and amva.d arms OIlrWwpaae,mn+gwM wl..pbaWWwaal.amcamaybdbWn Rol - auvlaru.Mant ay BUILDING TYPE: 1 FwWammBb.18 ebb aWNmaNO1.prpalala11am and by'grim gpai•Laa 109140.Aga/ I��7La { M-70-H bpman bs■lg ale shall beap.aad andoRvo.d ay peoatluul.npal..r prasbplaal9 0..0.- Y 10.Nnatllm all paW.rawdala mod lee aarlales bar aamas1yVwlal. 11.180MOY anll 1 am ra .n or d bacons aadn laall aW earllolt M a1 oak widow maimed and apalaa . JOB NUMBER: rpaga • TTI:06-435 BCR:9109 ;11 Oral Ws Weeps area UM ws lap MAWRc able.Brads a dicom mos Made Ina and ano.als MR aloe craws Darold pooping and wimpy sea DATE: • 1.6-92 ll Grads Wlao.sea arw1 mamas alai*Mop we*am Op d a.batlM a ■bswimaai s pm IP appllyam& SHEET NUMBER: la.M la wort o b Canal b lap BW Wad Faso as Rood.Baden air Mnwwal CMWuam end aal0ad Flaw as lbs. dbm aMMnddW Cw►WlWycoad lllml.bola p11bod by dw Waaagbn Slur D.panama haamnaWl ell Ow Madan Public Wass tlssa A.wt Al C l 1 A IN MOWN N 133N2 , L6.6•L .31r0 6016:NAB SCM0:6I1 :u3BlNw 601• 4y /90.71 H-OL-W F :3dA1 maims Z661 `/�4 . :A6 03)b31q v/��I/ :Afl wow DDDDDD U � •••��• / b SNOISIA3tl N or.y m rgt m sIm D g z$mz zyo $i4 3g SON all ONINOOI 0110S V 1IIOiOI1:11S3d M«091.I. 3dAl .H'W'a'S arOSON >INV1 NOI1N313a 1VOldAl • amu-r f..NO»f 11 P..».1101..y.. . •▪»u.1.10.M.r♦w• MT-./....Mf 'n•..!•.-N»..v N./A4».y:310N - .• ▪ MINIM.w..MIilvos ON • 4..»nMs le—Ni 1.10uuo8s • 31V1J W10411 3N p »f oero aL 10.10M_,g.wriiw �� ..MOA pI 1.11 N.•w 1'M-3 w, „t,A ?-1- __ ...` o•..w.S �„�S K 3dld 01/YON•130AI n-,-,-..a wWr� M.0.17OM•000..01 Im U >o . . ® r ; 1a Z• m 2 m , ,• 3 — .o-.I...VI :aTIOS l lvl3a 31VMS-018 O t r �w~.n3N+-On'M�..iw.i ••^-w.mp • .3114 1011'3 I 2 1 U 2 1 �.»p-,J O'tOr•'13 .W . •J.OS 1S 3N0 IY-pNN i Y. - -�iuo we 'srvoVds.s 1w3ImN it D y aays N a a3ae3en eo og ...r.AU...s 4•.1..RN a3110Y MLA. ,O-,t F< rr..rk_./n.g,Mv_4,w••!ro n.-n4 8iaod A Id rr .....1•.MS_W/Y.11.4f.. '14 O'S NL9N3l • I S S r Meinueld• S.•v r•.•4s• 03511•A•IMOI1'01-LS '_" _._._ LNo.f�(a.an "nu.OL I �L7'0.eL70 1 NOLLtA31311211AGA0 -MAIM'VA ti J; i ��Z "�' 0 , N •.._ ""0 d shoe�9yySMyDopal�Ilyu� `aN$Ny�d 75 )�5�p • • O110.y 1- / ' Y3AW•lOS OJIWtl >;d31 tl0 Y3001.�OIV 3M1rU3 1 / - • 1k1 tl3Bnf1N 133HS \ 96-9-t 3:V0- 4. 60L6:H39 50-90L81 MOWNBa• I 2C130 \ oyNIV11a21 7a Oa •7al H7v r10 3N11 41-40 9KJ. oL 9lilarlod97?i1o7-il-1rTlaNm9 li7Nai AGarl.L. . 'Ho 21o11f11XJ 'rV 1HI r HIVINIYY atlV UA�11�f07 "-Iv at gT'vb 7d1dYH 7N_OL_� .; 3dA1JNIO1IfB \ ?Set - - 9 /� '0007 ,',V/'\ -1V71iOyd '211d sv aaNvs 1 l 4'Q1 .O77211:--^rvy . d 11H 1.Loa - V4 2101'7V2 L NO^7 1 -art1• _ :a1.ory •AB 031IJ3H3 ' -�L(�,f •Ae NMvtlB O W. „Z6 Y/f11-1'21n.S'd IA__ r- t . d. o - : _. : _II01.7Nd0-_'Y/[11Y:2L 0 SrJK I __----0 aV ,jZ fly-dart scJodOH'21 ' l'Zli*b'-FIY'9t.--"all9V1tI0N' all' nlaw/ >•lVMC-Hoz,arrmovoo►•ta_ --------bf -- - �- 1 tlZj - 'AtiIc 101-9nl4' ---- SClti*Jt1YT_-_ovnYL:::-SQTYl S- 4'7 \\ ,8T -StZ1-S1�1 •st1-a-*15t.'___ ----------._.3211d '1v/._ti/ 1t-IvdYt'::SI-eraLa. bb -0 0 ,bz - - vIhl 11_o»d -S'212SY21=1- -_ __ -----._ ,217r "›`I'21. ''Y 1.191 141•}d• : : b •-tva'to 2 __NYOtn_.m-0rr r•IY•7Iz1aw'1 . - vc I7'Y i 1-Yc /"S,aint,1-1 _.: :__.-- ---8__-:- • "1v, T. v-s'lvze` r1PSV/1'a'7 or11H ---- -----}J0SY7121=-ObIH._"or-m-Ym,', --boj --- ----- 0 •-,ram ti 710 I Iy tY 1791 fin171—:7,1L3sn H7vs—Wl,wr-i son r,Hd Y1a 01Zl1Y__ "-- SZL -'7'olG t0j -iN..= 7z latION 1'3 -aN./YN - tti0•\./V/O-, -v/YPt n-to•D1t-1b .O L L - 11-L`d[15 __ _ _-ati'Ms23'L K SNOISIA3tl r r 4.-1 zvaa7 Y o5► '19i0i3 wr 3.cO.u.0 S 3NIlA.W3dotld n OAn l I .�t,la.4 000m .� Z S1 - ___ -._.._.�._ ca v DO Ca m r O►1lJI� _... - 'l v(1IY.VW '_ H '919,:dG----,-.21a1Y/�\, 'a7'S,d?J,C1.7._...- '213�-_. S"if (f) f I- _ VA. " . -V-fB_.a• -V._ _-.,T�-fit •�:-..LS -. _ _ _ 2MI:S_'11:d-v-7 d_• ; 9. �wm Sri • ; '•• '.i C1Fi S"-�---D 1 b' M 4 •H Q_:I.l`vf • r. . ,, i 13 z �� \ ' ' �• XXXXXX�I I XXr X � Y .a o -9 • • 4,1ippl. ',) Zo • :: .Z ,NO a x x t ,� 0-•c,,, isakwiliii 0,:kigilljaa. I •► 9 `� .0:'•: H-OL-W -' 4 S �� I 1n G •� 1138 O�dl a3SOdOad % I ' ettg#600 t .D i • • tl / -� ( _ • i . .0. , G . ,,r — I a CD � �� ' • ;-I 444'; ... � Win: N _1 ill ml.ylna3-16,% 14171E--3'V.'S- . .• �f '�$i 17•111": I oAiiikii" O N vim' D0 (---;I 1 I. �......_�a, O'; mn 1,00 ( .. "D =o ` • QO� � t I I C i vm O q,0*, �r, alum gliritillei 1 110 r _ yD = A ._-- ---T •94' 3....O. .0--5--3Nf1 ALH3tl- -w i-r voo/R-1DIVa_ �"� .*. i D > .. __-.� o x N a�21 3d ,GI:::1517� �/1Y5 y m _. ZJIA /,9Q '1SIx•1s �nvs. _ -VOHD Fi,ra 191X-5 3h tiS j ald/,ST '1six7' A-y __ ZlYOi7 t,ZT 1S171a 3t ,'s a N r Z7 tl3811fIN 133HS 6016:1 39 Mt-9043J.BIN _feAbli0 tl3BNfW Bf>t' ` 'a2f1 10 fTais looms O'bnlsla-loTi va•-HivWf2-vi-s7aal.�Httslsra H-Oc-n 1 lb► 9 ao,, 3dAl waling '� �� ---- _._4v1.�va N,yztm-aw it•oty, arr.? -713-vti,carry •• ari :A0 H3 03X33 ----.. _ -J/��'�'!z ---'- ✓ AB NA\•tl0 AI _. -. co J.f,l•1'S/M �`7'JFf> -31QIfKL'I '� �-90H c74I33- �P- �� ZI-dH OaIQ-:1Y1'Pa- Q Z T -T -T --T -T-T-T- T--T-t--T-t -ed-007 Q21IQ-W*7 0 111111 I 1 - b21-W91 aa10 HIV71 -- • 12 LT VT - H21-►O1�I CraigHreot=Ir t LT I Is Z- la-I-021-2131 C'Olca-Ii1V'd =c Z4 - --- -- �j 2T - £ -T T-H21.21BI-CT114 -H Wa -v - --T- -- -- _ j--9UZl-s131 ablyd HIV21-6 I -o --- _ - - -- dZt•tI9I oval -HIv21 -0 r _QZ__. 01 OS- -- 11351-2181 CT9P17 h•71YD_-D97 -b - LT - __- - ___ .mai-vat:C01�d-rims DOi 1 ZT- S I -- -S.-Z- I-L- Z-619I•Z1611 Cat0l t11da___13 z - _.- --T T-_L Iran-1191 07101--1.1172-=V11VA 22 - ¢.-a-Q__ -. -9 -2 - T - I,- T-H91-2181 oaIQ-ftiv2 -v 1 •.. ` L -S -1 - T IM91•Z191 azI Q1 -HIva-_pNTN. L- 3 -T .__ Z-1 .__I dSl-ZISI cram-III Va__O I T-- - -- - -- HS1-►o81 a•tlIe TSIVa b Z-i - I --__. -. IMjI- O91 aaIC1 =Tilt'.V$n 1 • ---s. s _ -_._ dS1-r081 0711,91-He a __ NOI HllION -- 5 •1•p yrzz Sriz 76'97 viva•cow sczz !wry 1707 tC'Iz IYoa .1.d,'V I 51n3tl -Iv1o1 C i it . 9__ o H a 0 a Y_ 91-10Y 01-4 g -1 -- XIm a.a. �V ` 1-1-a4 do0/`\ 1% „7 .8P U 3 .50.ZS.0 S 3N1TALH3dOUd ,!E ,T .•E se Oy W 1 ad9 .` '.a IX-. r Z >�> 1 .TT rT •h `� [O •''. �' .'k�. T • .`- .+E is - 1: VI I I I� I I 13 = D • M ICI 1 i h. I I •!i) O OW C GZim� / / Hvn L—--. II. LJ r.11 .., •4 '''' 3.4) )g0 . .ti r 3 -0 `c ___ T 1 v ti I c 1139 OOdl 03SOdOad � no 0 3 03 i ''''...), • • %,. < IV) / r,, 1> i • J i .; o -43 pp 1 I -. I,I \' r y < . ,.1:�'..,Y . I m I 1 at I) m I I' s C 41 el I ICI �' � n�• -' 4 111 �NYn >E N tr 33 I' u D g 1 ,r iv.rl .k I • Nvn� y IF yk lS' i mac r -1 2 3!0 1,, : • .,,13:13:133:0.. e I I -. ',.. S ,., ,gt . .:......i- ..,- @ . 0 i m •ahll .I •t1T) v M� 0I. � r` S., CAS- \ z o �` .. '�, - l-0 1 �' • lca T - .4110) oar c� c y i ,% 'I .I • ... \ /�rE,• .f►'LLL�, 3.SO.Zf.0 S 3NIl AlFl3dOtl � z n F. �m ' w 1 x m ti Z d 0 c.,.. I . . • • - _• • • SIGN AND ROUGH-IN CANS FOR EACH SIGN c WILL BE FURNISHED DIRECTLY TO THE g FI{ CONTRACTOR ANO ARE TO BE INSTALLED - A 7 OPTIONAL PEAR ARCH PRIOR TO INSTALLATION OF STUCCO- ' ' Z GENERAL CONTRACTOR TO PROJECT STUCCO F. V 1/8'FROM FACE Of PREFAB TOWER(TYPE - ET) (1) C.. .„r�-_ ___ � -' _.- 1 _.. DOUBLE ROMAN CONCRETE __ y -.;.--'1, _ _ ' , • `` /T 7< J-. ROOF IT it - ` __.__.. V 4 w o ' - • I I , ... 2X8 TRIM _ A 1 0 - \.. r I 0i II ' . Y `, *r*f., .., ! C '-''--- -`�2- f-----'. -\ � � -- C GLASS PER DIAGRAM IN V;N I AL* ,I FRAME ITYPI E � o ` IEXPANSION ANT-- ` ________. r L. „ -r_ , ,, ,... _ I F--i i — (1 R:0 0" IR_>-7• I I/• REARDOORtELECTRICALBO% TOPOfSLAB y. GDP 6r I - o. hI] 1 R 0 GAS METER TO RECEIVE EXTERIOR FINISH \ -_ -_ _ _�_ I 01 ,� I • SEX SH[[TRPI Ri, j i \� S I i r 1 _.• _ __ [• ; K.I I , 1 I 1 t 1 I 1 } 7— t ' i_ ‘\ ENTRANCES SHALL BE IDENTIFIED WITH . - 0 ---LOADING RAWELECTRICAL SERVICE 1("�\I A SIGN 0R STICKER Of HE STANDARD 6-A" .�.. 5-0'l��r' IIIMMIII ACCESSIBILITY LOGO. REAR ELEVATION SCALE: 1/<• = I'-0- FRONT ELEVATION :I/4' = 1•-0' WS--•10M-A 10041001/0 MEMO NWSURFACE FINISH ^d.. STUCCO OR OPTIONAL DRrvI T SSi()(l '" PROJECTED SURROUNDS,PROJECTED BAND11111111111111 (2) '"""�Trvx FASCIA,FASCIA FLASHING, ll(2ttt«<) PARAPET FLASHING (I) -' �� LIGHT POLES 2 � -r`."� EXPOSED UTILITY PIPES AND CONODII 1 c._ 4, � • LINE OF ROOF METAL DOORS AND FRAMES I .__ -- -_- -_-- - __ _ _ - -- -_ I 1 nl . A IIRMJ0402 Ia/ SHEET METAL FASCIA TRIM 1 1 ! 1h $E[SIEAAMwN6AID/ONESFIILS` So ITRC 1 BFNJAwN MI]OM NaoPGARo ... EXTERIOR LATEX NO NI1-1072 I[B-181 -- -t - 1 y (7)STUCCO EXTERIOR LATEX NO 103-11It I[B-MI I I I o S1Ul INOTES: N IEOORE cNO 103RDC/ 1 - , I ', --_ --_ __ NOTE EXPANSION 101 Ni + ,f • _ ,; / C%PANSI ON JOINTS 10 BE'(TYPICAL) CONTINUOUS FFE1�� Z 2 I�I� '' �� ON WALL AND SOFFIT(IYPI CAII L�= 0 =I'- 5 SEE DETAIL I/Al2 Wr 1 COLD ONES WILL NOT BE ACCCPAIBI[UNDER ANY CIRCUMSTANCES / • O a 3st 2 MESH AS SPECIFIED SHALL N01 OVERLAP AT CONTROL JOINTS a' 3 MOSS OVERLAPS SHALL N01 CDINCIDE WITH PLYWOOD JOINTS • (I) ---. �; o �' L—_ LI I • • W(j Q J I. MESH WITH GRID EXCEEDING 2"X 2"WILL BE REJECTED --- .-.__ _ _ ''': f• 5 USE o'FASTENERS OTHER THAN OALVAHIIED HAILS WILL ROT RE ACCEPTED E%FAME ON JOINT - - �� -- �1� W 1R/E_0• 6 • - 6 SCARIFICATION AS SPECIFIED SHALL ALWAYS BE IN THE HORIZONTAL DIRECTION -j_ C I L_ l �___ 1 I m j O __. '. —�- --� h� . 1 NMI DRYWALL WILL ALWAYS BE INSTALLED PRIOR TO APPLICATION Of STUCCO � I - o�1 B ORYVI 1 OPTION `1 R=9'-6• ' 0 0 W C1)t108 MANOR WHITE O t112 SANOlEW00D BEIGE STU•PROJECTEDSILLP-6' 3'-0' -. 1/P SAFETY GLASS FOR DOOR a" W • EXTERIOR FINISH SCHEDULE STUCCO SILL RIGHT SIDE ELEVATION SCALE: = I'-0- 1 CAULK ALL WALL AND ROOF PENETRATIONS ^~ l I. APPLY ONE COAT OF WATERPROOFING TO ALL HORIZONTAL STUCCO SURFACES ONLY 3 5[[SPECIFICATIONS FOR NAILING AND REOW RCMCNIS FOR 1/I"EXTERIOR GRADE PLYWOOD E ALTERNATE MATERIALS ALLIONUM FRAMING VISTA WALL II111 551-6100 US ALUINMXI-POOL ADLER (213)268-4230 __ • S. CAULK ALL WINDOW AND D00R FRAMES AT HEAD.SILL ANO JAMB(EXTERIOR A 6 STUCCO FINISH 10 B["LIGHT LAW AS SPECIFIED RT THE STUCCO MANUf AC- ,..I.IMIAA I.A�.AIAA► a� �� •. ARCH R ASSOCIA1l ON AIICARE(AVER O DENER MACNTR APPLIED AjA.IAA.IA.I A.IAAA.AI.I.IA -SCE SICLI A13 FOR AM/ING AIDiIIE <.IA.IAMIA.1 1 _ •44424 IA,LI.I.I.If.� D 7 ARCM RADIUS DI MCNSI ONS ARE GIVEN FOR GENERAL CONTRACTOR'S REFERENCE I.t.IA.1AA.IA.1.>A AANA.AI.IAA.A ERA)[SOFT ii DETAILS ONLY �AAAA.IAAAA.I.1A.1 B OOIIBLC ROMAN CONCRETE ROOF Ill[TO BE ORDERED IRON •�AIAAAA.IAAAA.I.�J., I.IA.Wr.A,.IAAAIItI► - JAI( I.IA.'^IA400~80 .(AAA A.IAAAA.J4•IA•AIA. -- V N • TIFF TILE W(SIILE "."."...IAAAAAAA.IA. AAA...... I.IAA.IA ,. -�- -� A - RIAL10 CA LIITLEION,COL ORADO �� (r - IXB Iq IN �OnV 0 92 TEL oulezz-uo7 TILT-BOO U3 8153 �rLri L 1�;9 1_,r! l _ 1 DPW.,DI JOINT �� FLORIDA _ i_ L r, .� I • TEL (81)1676-91OS MOwCR TILE to XA1T.I% TEL 013 NOE.AR31 CORONA. 3888 1 - \ I-- -- - -- ---If 7rB SLICED ON IM MINIIIIIII � CASA GRANIE.AR120NA \\\\ 11slu TUC O -X1 IC1 160 218 36-B100 ATLANTIC REGION �� ANJ BALTI MORE •Ic --.' IAH F:UN LNG M70H TEL 30U31s-RAO2 I (/ I uN. AN,Is11 FFi 1 FRAME IMINIMMIIM E xPANS,ON,CIS I ,1� a b J_...I SEN SMIf,A 3 FUR I "I WIY7UL.-..•f CAE . 9 W000 TRIM ON FASCIA TO BET SELECT-11WP-CHOICE(SAS _ _ J II BCR 913S 10 DEEP REX CLAY NISS10N TILE MAY BE USED AMEN APPROVED BY TACO BELL I \ I 1L _- __.. - BCR:9/09 EXPANSION;DINT INSTALLATION OF CUT TILE AT TOP ANO CORNER RIDGES SNAIL BE MIM - -- - -- Q MORTAR AND N01 WIRE NOOKS r__— —___ '1—�___ �Z--.�.__ --__.T.. '—�T._l __.._. -_ '. 6-�-91 PC',11*1.W WXO.,H.I' P 7 r F O .._ , F URN i:KC 8,TA,-.0 BEI, - IL!li.LC B1.RN CON'N GENERAL NOTES LEFT SIDE ELEVATION SCALE: 1/4' = I'-0. AT f • II I EXISTING HYDRANT§ j . ,,_ I 4. �—c We III i-- .111- x U • PROPERTY UNE S 0°32'05' E 222.48' PI; g • II We 0 8 ccI, r a.., Y' / a • F et i -I fi 41' —of of W U--% Z um*-•-' MARY: CRI SERV1 E mz uz. ,s�iiii, ;..i' 4'PVC 1CH 40 TELEPH 7NE SERVICE CONDUIT 'i "Tx 3"41"10,00, I PA* TAP FOR 0 t;a 1 �r • •�■_ 11/4•PVC SCII••0 DOME MC WATER SE.WICE '/ s 'A. pe P.11 _yl� I'DOMESTIC x 4.3g O W tiij • s-•s'TY' _154• 4 I'IRRIGATION I ~ i•m.wry }C%+' /RIM•LOE70CKING `RAC i I VALVE DOU6l.ESEE CHECK) ' 1 1.e..266.44. i .. 76 LP PPVG SOR S$O L O%Bl—i _— —_ N CS.2. - • I RIM•270.70 (1 L��B . • 4•DOWNSPOLIT TIGHTUNE -- LE.•244.2b // \e LO% 4LOra N g , CA-f_ L'GAS SEWIICE SY WASNINGTDN NATURAL GAFF • W _ CO OP ` -\ ... x/4' DOWNSPOUT T Ns - GAS Top i PART•IIIMPIT rvd MOP ..g...." ...,.. 8 e LOSS SLO•---- F. ili• I �.04' I• ,a a...,'., •�._ ,--.1 ri•sr • ._.�wza-31,t z CO_ ePi �`��a' ) �-Rooc DRAW ' 8 Q 1}, f CI II 4- ge 4.< 04' $ COh OTC z Q��` ai f3 0 •; M W o1 ral fd'V?o I .�Y o ROOF DRAIN ROOF DRAM • RIM••Y7o.oat �i I' Q IA' `f PROPOSED TACO BELL = H w vP I ,ill .? Le.•sbb.s4 • • II :1 P .r::7., • j M-70-H .� z 1 1 N I �� a GAs"METEIL_ CO •GO 1W I I I W ' ,•'• 11110 ' 1Ip ELEC SERVICE u1•m r�7� III C/'f C.AN II • O TRANSFORMER W/ �� i .. DRAIN p N ,11 co`�• ,�,. _ a CONC.WULT AND LID • ^�� •�' — • , _ _ D bill e•�G_�. '� .. - ; �'a••w 55 65MIGa CONDUIT A, S. I • W • Q S Z fry 1 h I�iu:.. !+r R 110 I15TNG lir 4'FORCE MAIN _ ��... ALL Y7Y.Oy CC rE 4 __ �•Le.•Y70.a0 .4.• -- I.E.•Y49.40— 4 —� .•. '� \` S\sDq =3 200 LF IPT WIDE GRASISUNED DIOFILTRATION SWALa R LOSS-ES% supra P -• 3g W dim — =A, et SS TAP —�rlh'^e= =— - _ �' Q S p F• AlROPERTY UNE S 0'32'05-E 222A6' III I.E.YG5.4o 'r, �I1 REVISIONS µ - 1l � EXISTING SS •••5 'n'' la' W!SUDMBR9101t PUMPS „,_, EASEMENT RIM• 26a.50 RIM•2)4.50 �'I IS•t65.04 WSW U W n L E.•L65.63 HORiFt SITE UTILITIES,SCOPE OF WORK: UTILITY PLAN • • SCALE: P=10'-0• UTILITY NOTES ocateuction faawas end y spSIiwlmemlou +al+.aMsrep.asu tray�w ,IMM Ioeedoln and depth.odw din tobetw commencing kthese ddrawings a apeeYmust he laations m reportedd toTaco Bet • i 1. See Me SCA tor hemirYlm ad a See sheet AIC for eb grading. - ' TELEPHONE: B This may see plan Isto used m eorSelmee rla the kcl*smu04 DetmRmq Landes see a GISO ells plans GaluuN GnYemor shall parka pudI y(1T E'PVC conduit Mr Pa lope aM Der/ tram Mika edeplmes 4. Water seMn rruuos s: bad marital In Ins aco 65 4r of In Waco the a 16 grow d t amide a 4S'r Iff mina SIP Wanplywocoshell h • Ord alodione c the Taco Bet reamed p olio with•ate gnus laths OBS In era. US testa arly J �� Water sank*alate0ab or. he capper wInpa X.Dlannaear seal he as alma a trtlrga Provide by ewer a •. • end pull rKplmna cables tap the egging pedestal b the telephone backboard h the Taco ea restaurant 4* wasr eeneca Ca4acton price a oar swabs ale include aims and apputwurras wound by Bte way b ,d terminus . proved a compete working erNee. • POWER A A Slam Sewer Ply . Camaaor ghee pad a aaoerwry WSIIWrV and b Ili g,R)4'PVC aaoandrycormats a Sr Mks PVC ASTY-m-OCR Sa Oh peal rope from the beta a pate m the nest..bus ad CR CAN.Puget Pifer I.Pleads pole mounted 6 COP IS gouge 8'r I 1?cattalo secondary collar born low a pale b dsnaMnar.secada y conductors from transformers to CR 11.Satter/ �Fopee �9? � il � � Pls is13111-&Telep4,SON as GAR C.EM 40 U.L.Telephone Conduit WA ►Ltlel Gas b Proved tr..ralrm0.PipbY and batidB from 9r wan b and radon Br nnalsr. 411( SCH 40 . Listed PVC,way,sr Ora.Br IBMS • D.Rol Daln Pak PVC A 3DS4,SOR 36 GaraarG.seralCaramorbproemaaerldar5p118rdirrStar*ugIN new tepaS4SM8ImitIN heCie , 1‹ soles).piping,Pipe bedding and becldil from water meters b respective building seance and landscape I Al Stl work I b cordon to 1088 Sanded Bp-CRrJtlm a ter Rad.Salpa and M adpol Caernalon and Contractor to provide and Install tractOng tor landscape double check vans Refer to the Bv: .40.01 Rod.Bridge and MWclpl CawmSWn(carts salon)an published by the American Pubic • Dragnet t tor continuator) system.Genera Contractor provide street wag pelch pa ay a CHECKED SY: -• Way p8 DetailsDeta City a Federal Way to provide MO new op a 948m WOOL POi g•met..and costa BUILDING TYPE: aperly Ina sANITARrSEWER: I M-70-H `Ca IergrO Una MS Meg.asBInS from u88 ode saw Mold blrdirlB i•grease interceptor. `L K�B•� STOIW SEWER/ROOF DRAINS: - 1• 4"'/ spasm Cortractor m Pmarba Y composed'Yldieatad a mrrao dammed*atl ow namssry kg aapMR �e 0 tis 4°.!i I / TB:JOS 06-435 NuME . /'"' rr 1 BCR:9109 6672 DATE: / ;14.0/sis1S4 4W? I-6.92 • �rdNAl Oct- 1 SHEET NUMBER, IZ-2�' l Al 1. GENERAL INFORMATION LEGAL TABLE SHEET INDEX } . NAME OF PROJECT LEGAL IIRI SDICTION FEDERAL WAY SITE `` TACO BELL RESTAURANT A 06-435 WILDING COOL MC INS SITE G FEDERAL WAY.WASHINGTON WI1DIN{AREA 18W OMER COARBET 1.9-92 OWNER _MATING_ 55 SURVEY S 1-9-92 TACO BELL CORPORATION .. FIRE;TM NSA AlA ARCISTECRNAL SITE PENI 1.8-92 1701VANKARMAN • BC A1B RE UTINRAN 1-9-92 IRVINE,CALIFORNIA 98714 PLAN w ioNE - (714)889 4890 OCCUPANCY AS•BE AID GRAMS RAN 1-8.82 , OPIN . TYPE CONSTRUCTION V-N MD UFBITY RAN 1-{-92 LOCAL ARCHITECTAILLV MORRCO PARIA NO. 26 ' A1E SITE DETAILS 1-9-92 BROWN CONNALLY ROWAN ARCHITECTS,NC. 222 EAST 26TH STREET MOORED POW NO 25 Alf EWEOETARS 1-9-92 TACOMA,WASHINGTON 99421 (208)827 4387 • LI LANDSCAPE RAN 1-9-92 / L2 RE 9 IRRIGATION 1. -82 • WORK CONSIE OFSTS OF NEW CONSTRUCTION OF A 1989 SF FREE STANDING FAST FOOD SOILS REPORT L5 LAlDSCAPE 1 IRRIGATION BEFAEB 1•-8.92 RESTAURANT ALONG WITH SITE IMPROVEMENTS;ASPHALT PAVING,SIDEWALKS, LANDSCAPING,IRRIGATION,STORM DRAINAGE WATER SYSTEM AND SITE LIGHTING.• GILES ENGINEERING AssoclATEs,INC ARCHITECTURAL TAC 0 113 ELL - PROPERTY AREA 4875 EAST LA PALMA AVE. SUITE 607 A-2 FOUDATI ON RAN/DETAILS 6-1-91 25585 SF ANAHEOA,CALIFORNIA 92807 (714)779-0052 A-3 FLOOR RAN/SCHEDULES 6-1-91 A-4 BCRECIEO MUNE PLAN/DETAILS 6-1-91 REPORT NO: C-910608 DATE:7-3141 A-S -FWW MB RAN 6-141 G UMC1968` - SURVEYOR A-A ROOF PLAN 6-1-91 - A-7 FLEVATIOMS 6-1.91 1990 NEC ONERSIFIED SURVEYING SERVICES INC A4 SECTIONS-V4-.T-0• 6-1-91 O 1908 EIFC • ULLA\[c, D 1988WASHINGTON STATE ENERGY CODE P.D.Box 4495{ A-9 ucnas 6 191 • WASHINGTON STATE BARRIER FREE REGULATIONS • TACONA wABIMpT011 98444 A-10 SECTIOS 6-1.91 CRY OF FEDERAL WAY ZONING WART BISHOP (206)6974706 A-it INTERIOR MOONS 64.91 _ SPRINKLER SYSTEM A-U RETAILS 6-1-91 Ga7a\r- NONE A-U DETAILS 619+ • O 0E/UT:3 Y COMMERCIAL(BC) UTILITY CONTACTS BURROW IWK1 ZONING w' _ ALL ADJACENT PROPERTIES ARE BUSINESS COMMERCIAL(BC) SEWER FEDERAL WAY WATER AND SEWER ELECTRICAL P.O.BOX 4249 916271ST AVENUE SOUTH . Q , - FEDERAL WAY,WASHINGTON 98063 E-1 ELECTRICAL FLOOR RAN 6-1-91 P LEGAL DESCRIPTION IOYIN IENSE)I ,20W9a-2922 E-: ELECTRICAL REFLECTED cDUIW 4,9, ...\_.\ ----- O D =j.// .w _ WATER SAME AS ABOVE E-3 ELECTRICAL ROOf 6-1.91 (AS DESCRIBED BY THE TITLE REPORT) IT THE WEST 115 FEET OF THE NORTH 222.48 FEET OF THE SOUTH 252.48 FEET Q OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST MECHANICAL QUARTER OF SECTION 20,TOWNSHIP 21 NORTH,RANGE 4 EAS ..IN GAB: WASHINGTON NATURAL GAS CO. . Tr 0 DE/FL .M KING COUNTY.WASHINGTON: P.O.BOX 1106E PI-1 MECHANICAL SCHEDULES 6-1-91 (ALSO KNOWN AS LOT C OF LOT LII AD NISTMENi N0.2B1010 RECORDED UNDER TACOMAA,WASHINGTON 06411 M-2 MECHANICAL RAN/DETAILS 6-1-91 • IONG COUNTY RECORDING NO.8405080837)• BILL NEWBY (206)479d355 M-3 MECHANICAL ROOF/DEEMS 6-1-91 13IELECTRIC PUGET POWER 1414 SOUTH 324TH STREET 1.-----r L [---. , Crp FEDERAL WAY,WASHINGTON °S00' EXHAUST HOOD O D UM C (2081659-,405 _TE1FR_p_yE; VS.WEST EST COMMUNICATH]N8 X-1 HOOD[(TAILS 6-1-91 1313 BROADWAY PLAZA TACOMA,WASHINGTON 96402 PLUMBING I . RITA HUNTER (206)597.5473 Q ^ lEt1,1 ROADS: • ►-1 PLUMINGRAM-MAST[/SE7EOa[ 6-1-91 • 1--T A C- 0 IIII P-2 PLUMING RAN-MATER/DETAILS 6-1-91 Q ►-7 RIMING ISEKTMCS 6-1-91 1 (2 VICINITY MAP E9 EOIPI[NT PLµEQUIPMENT 6�� Tr 8 [--- 0 • . /5 . „ii -ME iT 7 i-_ 1 . r:-Ii.Ar- SEATING / DECOR Tr /� / I� �) !j-- .� I i. c..7 -1 10-1 RATING PRAM/DFTAI LS 6-1-91 - / \ [- V f� I K I Ail 1 `1 I0-Z caOR/MATEIM AL SPECS 5-.-91 • - lll��-JJ7 0 0.3E11 . a :, E. h4 Oft aI fir► II 1 .ffl�4it it aFiliCi ' SPECIFICATIONS \�� S148 SPECIFICATIONS IT 8 [--- , 0 . Df_Efj,1 . 0,,, G EC iVF-n :,roRH, , I `�. ,1"---- .I V I ' '"'-'it OWNER: I 7n `6 p • / \ o P !A u /� NL l l /. , d TACO BELL CORP. [[[��111 D v1111f 1Ms2 REVISION BLOCK 17901 YON NAM Mi9BIE.DwIFGFB«A 9:7,4 (7,n.wbN N ARCHRECi: `/��R.��-//�� y- —//�� BROWN CONNALLY ROWAN ARCHITECTS,INC. ^`. �Wily n 77Z EAST 26M ST TACOYA,WABHWOTON 9M21 (206){27J7{7 -- - - -- TACO BELLAESTAURANT NO.06 435 OB 435 A ----.-_--- --- 1409 SOUTH 348 TH STREET(S.R.U) ke•SCR:-35 i • A - FEDERAL WAY.WASHINGTON 98003 - - — WI..trpt M7 0 H COVER n FRAME SHEET • • 1• A.L.T.A./TOPOGRAPHIC SURVEY SCALE 1" s 20' A PORTION of so' =_ �,o' N.E.1/4,S.E.1/4,SEC.20,TNP.2IN.,RGE.,4E,WM. • 100 FEET BASIS OF BEARING: Alignment between monuments along 16th Ave. So.. EM Bearing; N 0 16'27' E. Distance, 1124.79 Peet. Ref: Record of Survey filed under Auditor'. Yee Number 7812079002 record. of11\ - TO P tea--. _ SDMH King County, Washington. SWAN DISH R1E1=276.66 SDMH /SDMH RIM=27f.34 PM6 S6 OMH- RIM= pIM=378.{f I.E.41-E.=3f 7.0 RIM=27f.f1 I.E.96'=26 R Oµ. RIM=27f.26 378.44 I.E.1S-N O.=2{7.If l(/ ONM 1.E.111-50.=261.06 .E.46"W.=26/.09 DATUM; Latehaven Sewer District Datum( King County), LE./t'50.=267.46 v IE.U'SO.=2f Lf{ ]7f96'=267.4{ y{AMP ✓5+ `.E_'.0.=267.16 I.E.26-E.=267.26 BENCH NAIK: Reference N.N. 021-67, Contract No. 44, U.1.1.0. No. - -_ 7 _ _ 27 As-built Drawings. 8' Pipe Invert to South, Elevation 262.00 37f t7f -�- • • -� �- ----- -- 277 Peet. See on this drawing at M.Y. Corner of Site. _` \ ,__=��µ ^ ter-�� s t7 R7` /dry SAN{IItRY SEW PVY:•• 1. - SITE BENCH NARK; Same an above r��S,QQ _ 'NM^ SITE BENCHMARK «- a- ° Al, �M�- SSMN a-2�_s1 SURVEYOR NOTES. Underground Utilities aS shown on this drawing SSMN •27-67- a �T' < _ \ C.B.RIM=274.14 • < o E 6-SO =273.8 a!r a.aumr ro align with lh above ground al tact urea; Paint Marks - - - I a O o w �/ pIM=27/.a3 upon the ground provided by utility locators; and relationships RIM=274.60 • •. >< h C_j Fm W U k,' 'a 7 m of As-built drawings to utility otructurea. There was no attempt /5•0' 5 t o k U V DRIVE-UP WINDOW SIGN 1'E'/ W'=2f 7'I. to verify the location and depth of underground uttllties that lie I.E. O'S0.=262.00 \ m W o m < i' , i LE.16-N0.=268.14 between structures found to exist, based on visual inspection. //� 00 3 W o �y44 / �_' • I.E. S•E=262.20 ` �10'Q• - W W W O W 7 Property Corners were set or as of Nov. 1, 1991 were found tw exist SANITARY SEWER �\ z m e1 U �� EASEMENT ! n' O I 'f in proper position, as follows: AFN 76120106( . O W r' m. I rZ PE M.E. Corner 6 N.Y. Corner- Set 1/2' Rebar Y/ L.S. Cupf24214 / Q z a' JZ6' \ ` - aii * / Q' ZJ S.H. Corner- Found 1/2' Rebar Y/ L.S. Cap 118901 / f"", t In O I �i7Y S.Y. Corner- Pound 1/2' Iron Pipe Y/ L.S. Cap / 14178 - ---a 1 a m `� a ECG Also Pound 1/2' Reber W/L.S. Cap, marked 'S 6 A', out 4+ .. Z� I of position, 0.2 feet West- A . a 48 PORCH I .� Title information for this Survey was provided by Pima, American 't+ • ! z w. r 11y't'Q` EXTRUDED CURB Title Insurance Company, 2101 Fourth Ave., Suite 800, Seattle, Wa. ¢ \ n •'rl.� T '+'CE t 98121, (206-728-0400). Order Number 199682-5 was prepared 3/91 by I c tr / 7`1 O•t Y Commercial Title Officer, Ad J. Zetz. NO other title research was _I 4t"4'J JI Oy. jRE4P, y/�conducted by Diversified Surveying Services, Inc.. This Survey is 4( \i_ 6?.^`l a Isolely dependant upon aforesaid Title Polley for Recorded Information. a F/ .. Land Description (as defined by Title Report) 1++ !•� o " YARDL7 ma > The Went 115 Peet of the North 222.48 Feet of the South 252.48 Peet - _-_e•---- f.11 U v U a of the Southeast Quarter of the Northeast („�/ O - Qunp.e 4 of the Southeast ' . a /.- _a Zr 1 a Nm W Quarter of Section 20, Township 21 North, Range 4 East, Y.M., to - ' King County, Washington; ';,� _- v' • • u 4+ m o _ < (Also Known as Lot C of Lot Line Adjustment No. 284(110 Recorded under o +•+ / n u m LWi a H 041Z X•( King County Recording Na- 8405080877). / \ n •Y • . ` e 4t`NO PVQ nP R J • - • ' .3 A6.32 .'.0'..e 0 S - 0 4'6 2 n 1... I, ' \ STANDARD �'�• q u :71 ; ) Z •O ;'G O' \' \ l,I i• BUILDING • CB REIM.26920 L, m -"I \ , 1 awl'/' 1[-$=265.3 V I 11 1 \ W y, :N BRICK,WALN W -.'\1:4i 0u D 270 I_ : f ,� rti -__ CASEDMONI/MENTO . 5.0' i 7 1.1 ► tit\ a r.`fro .._ 4 C �- + C.B.RIM=274.01 10,0' \ o I O 1 IW I I E 6 N C =212.9 ch W a 1 w• \ a I ',,. . .a W a m a = .. , \ I li ,�1 PEP N = IE.-N-260.46 B' e RIM-268.43 \.%,„ I1 !I s m \ \_ w a (•. IE.-W-25991 IS" -K 1 < t7 + •�'�• SOWN RIM=27S.S2 I E. -260.261 Iy 1 a 1 0 \ k '_'-i. -I �- i1RE MYDRA.' 3 IErS.-260.16 B' I O 1 _ I �: 12 RCMP ' �O y me �R / y l 4:,, '�r-aa N Z to w _ -.-j(TSr_- _ -rr Ag•- -fr�f-I \-a,P,,py(�Y. _- a WO D FENCE S RIM 27-{3 0 m $�.ar.�S..W JIS.QQ�i '_- - w \ t_ r=,N..�,,,,,,Re pIM=279.50 Jy EDGE OF PAVEMENT>> _ _ ,1- QVERNEAD' EYt_A.TEFP2H Gas MAI - `Q`It'6 I r\AYJ I.E.13 CONC.W. 2$3.S In t fit\ p O - , _ - W�' _.. _- - ,rS SEWER TEE b 8•I.0 WATER.M%IN Ilia 5 O� J- \ q 4/ 1ARY LF \ l� 1 e� ` EcE ivED 1 E t2-C OMC.=3f S.N r7 ,�ERE f. • I PVC PIPE ` 12"SANITARY-SEWER S�s , 'IH S,.TREE - - o R [,P 1�I.E.13'CONC.•3{3.2f PAVEMENT I 10�1.OP - / - EDGE OF PAVEMENT--' FOUND ��s, APPROACH I.E.II t:MP=20fo d'\ �' CENTERLINE R/W IS.12'c•Nc.=2s7.21 _ 540.48 N 89• 7' CASED MONUMENT �� It 311.OB MEASURED -- 1 , -_-- _ .��-_,.�� _-c • "4• LE.12-Ct(IPA _-�_ - . it,„,„,, !` a uN FOUND -___ ``'1 >1S_ AO-Halt'. r�-NM htil_ ( 270.64 JAN CASED MONUMENT - - `_ 6&----� +iNJ: "= 3. te`- - ii / f99 6 2 ._' -- /.12'CONC.•7{S OY' CU+tl� - --- - _- ram. --�G - - y2 B (/y��ta�� Q��---- FOC BT RIPE \LE.I$'C ONC.=365.32 STREET LT BOXY �" • oF FEDERAL E ERAL Y - -. .. �CB RIM 269 99 / -- - - - / I DMH RIM 264 66 ...._.2611.26 `�� -_ ..- .. .. _ - lE-E• ............ rBUILDINCII.E. IS-SO.=264.26 . RAW 348 ST. IE-w=z 9 FUG STRIPE �� ••• ••• LANE BUT ... ,,, LL.U•E.=264.46,,, ,,, R/W PRIMARY STATE HWY. NO.2 ..... I.E.12'W=264.46 „ ... • / ••• LANE BUTTONS ... •••••L,MW OUT TONS'••••••• } • TURN ARROWS ••••• LANE BUTTONS •..... / '1^r - �URN ARROWS<-..7-' ) DOUBLE YELLOW LINES ZZZ/// SERVICES _L--- `- / DIVERSIFIED SURVEYING INS• m - EXTRUDED CURB _-_- __ • • • ,� n PO BOX 44958 I A C 0 M A , WA (206) 537-3705 • 98444 • TACO BELL • `lER R`8is`, 4,...,0 1114Sx,,�4'j4, . LOCATED AT: • <" /4''. 140$ SO. 34$TH.ST ISR-I$) SITE NO. 06-43s 7; ' FEDERAL WAY,WASH. • 24214 8' fs •7cl Lo � -SCALE DRAWN BY SHEET NO.J,,: rtiO=i 1'=30' WFL DATE CHECKED BY /o�1 /O/y e7er ,997 WRB • . . • - • . . . . . . . _... ,.._. _ ,_ •. PRCv,J E.PAN',IGN - •Ay .N,Jm. • -,,41. I - 6-DA STEEL POST £KNIS At :. ,-,A•8 BARRE. ..:- 7.',. ,-•: 20'OC REFER TO THIS PDN• FOLIO w/CONCRETE ...4_ DRECTICNAL SIGNS 20-,:. ...0.- f'1"ASPHALT CCHCREIF SURFACE r RADUS BOTH SIDES .- PAVEmENT ELEVAT:uNS 6" MENU BOARD USER EN'',e, 1'x 18 GA KtIAL F....T.!, ' • -4.-,- • , ., •,....,COURSE.SECTIONS-04. • t1NSh GRACE- ,- ' REFER TO THIS POINT g iSil 81,E PTAK•,,,VI . :.,. - ENTSH SURFACE E0_,._._fa • CLASS B.D.F.or 0 i R ORENTATION, 3.x 4•?,14 mETAL ANG,E . . d ,..,. ,RAATE•SIDES EA GAT: . -.- ‘,T - ., . 1 1/2 ASPHALT=CRETE BINDER . .1_ ----------PARKIK LOT S.URFACE 4, .. •. - AS SPECIFiED ,-. ';A- • ',, COURSE.SECT1CN 5-04,CLASS E g E S L., . .• --......"-a- . .=,Lo ',•7,, 12-%18-FOOTIN3 - 2 PAR Ho,NNE1 1,413761 . , 't '' _ ,..• i2op-.4gBABRoSTTComCNTINUOuS - • • HINGES EA GATE , 6 ,,' W. ..., • _. . .,1 E 13 r--' 0 W EL., - !.;;1 I ----'.1. / -' LL-1' • TB-DA CONCRETE I ; I mE I AL SCREE° ALL CIABING TO BE . FOOTING ',.: 4:-..-'. 1/2"DA NOT CONDIT I-'• r CRUSHED AGGREGATE BASE 7.1 PROviDE 1 DA •6'LONG C,A0, STuCCO ON mETAI. COURSE SECTION 4-04(BASE COURSE) 2 T' , - 2000 PSI 28 OAT '..-.° 1 • - ,..., - 8:: TO SPEAKER PEDESTAL -- % 'i •---,CZ" • SP105 . P C C SCALE 3/4%1,0 SP104 NO SCALE , PPE DEEDED a,:ON.L-R,:fE I LATH Am 0 2 ,•-• • FOR EMEIKti - 6 -.4 z ,,01:::zz.I w C CC):zz"14 CONCRETE CURB ri\ GUARD POST Ki4 q. • 16 GA PANTED PETAL - ... % -. ' .,-.1. 8o,B•X 16' CMU WA," • ; .... I ., A m a f2 . - I/O'[BA PAR COPOun 0 Z V ppopERTY LINE KIR DR SIGNS 1 GATE IBOK RIB OR ...\,,, , _,,1 • PAVEMENT DMENSTONS 6'LNG PATCH E KPANCED KEE TAL 3,8' DA BAR 8K 2- T . "7 I ... REFER TO THIS POINT wHEEL",, ..d.AkS . MENU BOARD . wEiDEO TO STEEL . ...• . .„I [ ..... FTK• `-‘' • t ILSE e 16-CC , -'''', NOTES: - ...L-.?" - 2'PCC CURB&GUTTER I.ASPHALT CONCRETE COURSES FINISH CRAOE . -,R .„ • ARCH:Jr-WT(70S CORSI JONTS 6"CF .F. 2 2000 PSI e 28 DAYS TOSE COMPACTED PER W.SD.O.T. D ,,,•ACE AS • 4-1/2"DA DIRECTIONAL &S :I 8 ... SR 5'x 1/4"STEEL TuBE STANDARD SPEC. SIGNS I.i I - Illmi - PAVEMENT ELEVATIONS6"•NN,N, I tr.,SR 5"0 1/4'CAP PLATE 2.THE SURFACE AND BINDER COURSES ' A-3/4"DA MENU 6-THICK PC ORB u/ .--.- i. REFER TO TKO POINT .. 2-.4 BARS TIER WHEEL- STEEL 1 EmBEDED 12-INTO FOOTING MAY BE COMBINED AS A SINGLE LAYER • - - Or' ...... STOP 8 PORT HT.,18- BOARD b'x 6"..10/TO Awn ON 6'GRAVEL BASE POST .- .__ _ - • PLACES IN ONE UFT IF SIMILAR L.); z,_ MATERIALS ARE UTTUZED. -I!_0 m -- ------- - ---- - '- ON CDs( PoiT 4 • ROTOM, fr.- 11/2'ATT/2'VOI6(RET'p ANGLE DAGONAL BRACE NJ &) le .FULL DREAD SEE TAM DETAIL AT ROW STABILIZED SUBORADE -....,4 _ :..___ . BASE AS SPECIFIED .. .....-- CC 0 I; AGENI . AS SPECIFIED ._ .i,---• ASPHALT PAVEMENT I® .c...,.... -*-- .... BASE AS SPECIFiED . . iir Om A 9-CANE BOLT 5P108 SCALE 1/2".T-0' ' SCALE-I/O-• '• PLAN VIEW FIG @POST' TO BE 3,3" r 11'•5' 1., ONE GATE _ • JAMB DETAIL z(.,.-0‘4,01. X<E CC EC 2' CONC. CURB & GUTrER i(3\ CONCRETE WHEELSTOP I* 4-1-,- , . , , . . GRAM DRECT1014AL . DEEP,SIM TO G. ' 1,4* • NOTE •SOLIO GROW ALL WHITE SYMBOL 0 1-.4 4 01 2.2 -• 1 4 : , SIGNS ,._ .5 BARS VERT t4 32"OC STUCCO MAX BE ammo cfas 2-2' PARKING SI , . , __ • . 18 GA CLEANED PRIED BASE IN PANT INSIDE TO HATCH IF Cmu IS SPLIT BLUE BACXGROUND irlk - &PAINTED METAL GATE , 4T-y'k , . AUTO-EPDXY PAINT FACE BLOCK,SLumP ." / I ' _1_ J . • . .! 12 (BOX RIED STONE BLOCK.OR lit. . .,BARS @ 32"OC • I -"7-646,-.1 .-- -,-;.,:t' I II' .I , ,--,-, _.- FLUTED BLOCK ,-- .... .„.../M . . •, . ' -imel 7-0"wiDE PCC _."17.,,,; 1.,,,..o... tm= ..,! ,,,,, r R• i •'r-X-1 • NOTE -...... ... - . SWALE 2000 PSI tm ALL COEDITS TO BE ' II Imo iiiiiiiim , . = -- AT 28 DAYS • MN 12'BELOw GRADE , ll WALL w/DUR-G-wALL • ".1,' i., - 3'R . _i .-4 1 ' EVERY SECOND COuRSE . 1 OR LOCAL FROST DEPTH i Awn gPROsETRCKTE STuCCO, -.. STUCCO&PANT TO TM 0.1010 NO OVALS •..•...., -.- ...,.,,li 4 BARS -I klY.°P- _ S-0" ...! ... 4•-0-__ k• ,.-i 1 4 El '1 • ' ' ' ATO PROJECT 3"ABOVE ;11 61 HATCH BUILDNG "MOM 14101.1 NW Ila FOUNDATION 131 ,,, 1100,01/YE MCKIM OF Ina (lsILI\1.' • 00.0.400 0110•40“.MI IN • It /I ,6"TIN PC.0 SLAB Tr? •wi 6'x 6--10/10 ! • " - " MatItet Brillilillill 111111111 i 1 --,. .1u, wwm ON 6'AGG i. CONCRETE SWALE (4/ PAINTED TRAFFIC ARROWS ri-t , ,. „..... ; _ .. ,,,.. ApAsysi„,,„„„,... . BASE ,. 1 --FACE OF BUILDNG i. . . . 4-.5 BARS VERT. IFISE1=1:11111:11111 :.; , • , ___ • I W/4-.3 TIES @ ‘\ :04',, , --- 1 ( 6-Dm.P.C.C.PAO W/6x6-10/10 / (_._..1 I',..E0' , 1 . /----- -----PLANTER LIMO W/ ----11/2:Eza_ . . i 12"13C. I ) "IMF \....\t," ' ,----- FILTER FABRIC rTYPAR" 7-0" ' TYPE I Ir I .• . . ARM CR 6'AGO BASE&12'WIDE ,' , , L, ------- DRPOLY FILTER xl •" , I • FIG ARCM PERRIER OF SLAB------" 5-X 5"X 1/4"STEEL/ '4,, '','-'P.. . : , 177110.011:00.100100. A TUBE EmBECTED 12"..-" . ..,,,, LIT -- NANG.L.N.NANN 1 _AS oguiE9 "s'llgit-------. 4"CONE ORB EDI t't1,1,11111.',.•'-':•'-'1•'..-4.........-STD 6"DRES I 1 I -... .----WALL FTG BETON)ISEE SECTION'Al INTO FOOTING-- .5 BARS CONE TOP -'„ ...14 . 4,0' I .," .....•LANDSCAPE AREA ..-' WALK TO BE 2000 PSI TYPE 2 8'_ONFL.4 DIRECTIONAL BON BARS &BOTTOM / I ------•-"" • , 1 (SEE SHEET L-1 r NOSE DOWN 10) 1 7'6"DIA MENU BOARD BARS-'.'. 28 DAY PCC --- osivEMAY SURFACE T-4* _ FINISH GRADEG ( . . • - 9-DA___..1 DIRECTIONAL SIGN fON I . .' • -84,-TrrfIrr•1•'••:•'-'1.1•••:•t ELEVATION SECTION "A" -----•1'RADIUS "---113-DIA MENU BOARD FON , . • k 14 eg ' t SP101 TYPI CAL ELEVATION NO SCALE SPIT) NO SCALE SPEW NO SCALE • ' 4D -PARKING SURFACE AS • • t •-4•,,,.. STANDARD CURB NOSING p SIGN BASE FOUNDATION 115 METAL GATE BLOCK TRASH ENCLOSURE I* HANDICAP SYMBOL vi • • " 7111, ..b.4 . cs-z SPEAKER BOX LOCATION , • 1/2'PWR CONCIT - - 3/4"STEEL BASE PLATE Z 0 1 1/2"PERFORATED' ' • 6'..; ." ...._ 12 Kir SIGN WITH FROM MENJ BD FOR INTERNATIONAL SYMBOL .6 PVC PIPE „..----• ILLUMNATICN OF SIGH • ii..%.XVIM ---- -- 1/4"STEEL LEVELING PLATE ..... ----•1 OF ACCESS 3,0'TO ,- i , •' ,..... r COITURCATIONS , I'''''...-4 ---.. - r COMM FOR CAN- 3/4'GROUT 3000 PSI MN , 5,0-ABOVE GRADE. g 1 V SAND BASE--•••••• ' / '' • '' i •• ,,---' [MOUT TO MENU :•••, ' ' -1 V2-DRAIN THRU -I . 0•••0 , - . MIJ8CATICNS TO DRIVE •••" •••, .'.4. ..., CURB-2 PER PLANTER , BOARD 'I__ .. ,_,,--, TIRO BOOTH I _6'... , S 6"X 6'-10/10 WWM-- . , • . . 3/4-DA.SENSCR • „-----.... RESERVED 1>: ?I -. .... . ._ .. , ...... ,„ ,.. CORDER TO sENscR , tc st (.0 FILL BREA°----- 1"...' ''''' ''•- 1111(40 Slid 11111,IIIIM iI. PARKING g -1 . , , . 1. .. ! • - --•, ---.---:-4-1/2"DA.AND1OR .' I(' 7-1 al I#... 111 •#t ' . # ----4------ I BOLTS , .' • I . 03 0 •- SPITS SCALE 4 1-4T-0" ___--6"DIAMETER GUARD to, i. i , ( ,l.1....1 1.1 3/4.1 'i..i.1/8"----4-r DIAN HOLES . • ' --- ,..(4) I.- ,. ' • POST . I: , - FINSH GRADE , , ..___ -A"SO STEEL TUBING ..... V r (SA A, 111 !it 1:1 PLANTER & CURBED S/W K5) ,, III, . ,, ,.. :, , , 4 . . --- ._ 5 . I-.,- Ill DRIVE . . , 1,. •, !. .' t . '1 Di` ----- -3,'4'STEEL BASE PLATE AND ... 4'THICK COW WALK D41.1 •- - CENTER LIN Of DRIVE • :"4-, ___ • 4- 14-STEEL LEVELING RATE TOP VI EW L ,- 2000 PSI 28 DAY FCC \ .-1-- 0 0 ,,,'vr PREPCULDED MASTIC, LAW-, TIRU WINDOW Ii'• g. .--4-45 BARS VERT STATE DISABLED PARKINGI II ' co . ,,..---- we.3 TIES I , LE /.' STRIP CONTINUOUS ,- s .. 'P. 1 -"" • 3'X 3-HOLE IN BASE AM PERMIT REOUIRED 1111111MINI I - e. , / / --FNISH GRADE .. • ,...,, -- , BASE PLATE LEVELING PLATE FOR CONDUIT ___ / / / •• ACCESS 24'FEAVY DUTY CAST 4'AMEI&OUTLET PIPE • TXTT.S. 1 . • '. - EXTERIOR WALL CIF BUILDING _- ‘,. • • , NOTE. I ALL CDFOJTS TO BE INN 12'BELOW GRADE . 2'HAND HOM--- IRON ERNE&COVER Wm'GASTIGHT' 4-x 4'STEEL TUI3NG LIGHT GASKET-STANDARD- AN)FiTINGS STANDARD SIGN POST.SET IN TT 0 CONC. ,. .t t OR LOCAL FROST DEPTH , POST 1T-6"HGH W/BASE ---1' - FOOTING SIM. 1 . . -6'X 6'-10/10 WAR 6 CONCRETE CURB---........ .• .,., . MO PROJECT 3'ABOVE EDUCATION . :v PLATE RISERS AS RECTO-. , • . , TO 14' .. ,. . SP107 NO SCALE SNIT NO SCALE .2 I -- - '. 0 , . . ,.- 4-3/4'ANCHOR ea TS H"-.."...'• . 30"1.01•46 PROviDII B.GC • . SIDEWALK V CURB DE-r. a D/T WIND. ri4) SPEAKER PEDESTAL FDN. I • L I , ..„ .,_._,_._•2000 PSI COTCRETE AWING SuRf ACE PECIFIED-• , . •NEENAH R-2533 CATCH BASIN IRAK TypE A• 'GRATE OR AN APPROVED' , „CONCRETE CURBS .-- • 24'HIGH LETTERS&4- WIDE SIMMS PAINTED wiTE I ll 1. EXPOSED PORTION OF CONCRETE FOOTING TO •'.•-•-- i_, _.IIIIMIIIIIIII 9 . , WELD 3/16'STI.PLATE TO TOP OF IX2 T.S.AS WEATHEF CLOSURE.GRIND WELDS BF IBER° • r-o- s•-g- l'..0----' 7,1 , ' . - - 'Rai Etiv P- .. L.. I[II ' . , , SMOOTH,FILL AL REIM FOR 7 , , FLUSH FINISH. 1 •••••• .r.:, 4. • • TO TN' . r FoRMREmD rsolTN0H TIGuBIDE). tittNvEETRI I ..4....h•H _______ ,--r., .f..,.- I ' • I I I - __41“1.11,I II, . PvC SENSOR LOOP . I II , . • I -7 TUBE TO BE HOT DIP 1 • -._ _•T • ic . ,- I ..:::: ..! 1 :-..e4 .-• CURB EDGE SIONALK 5.2 ? -. . .r.4 .- g. l='-''''- A,1 mASURy .. - ,wS As MOO 1/2-ITN ECRTAR [DENT pLV.TER COAT MR ENT,R1 STRuCTURE ' , roll , 6-4 6'00/10 Wwm ,, 4:,,.::-4 ' CUT 12'CLEAR OF I t -2- SENSOR LOOP ., t.i , , 4. PVC STEEvE IHR,i I i . - .. I I • I I II I , r)c.,DE PAvEmENT 4 04 EARS w, .3',I-.@ 2 :(I 4,E @ Al IS 6 ., . , _ : . I -1 ,. ., , Ici 1 I GALVANLZED.CLEAN. ACID ETCH.PRIME AND PAINT. ALuMINLNA I 1 --I'1`1"--,'' • . .16.61111161111 . I I I' ___I PLATE SP101 / NO SCALE . 111= ...,1} , ,.1- CONC ORB 3/4-PvL ,,1,6,11,,i".,I..!Ir Ab A i t t IIINNIMMENI i.., ..., ,, CONDO 17,PROICT ., I ii I • . , EXT. HANDICAPPED RAMP r--6-)i , „0„ „„.,,,.,, . ... ALTERNATE-PRECAST -.ONC MH UCT,Onr: g2) - ' °,_, -t ,--,--,- •-•- II•INTO SON L PAC I IL. I M-70-H , 'IA I '" ' i-.44 t' iii BT GC 1 ji I . ‘,'4,,,,1•!.[0,./.,6,1v„A,,L,..,.r SECTION E.,, ...(., ; ' ,.. V I 200u Pr.,[ CD .,E ) . I , ,•„., •- b HANDICAP V8NG SIGN riF mimmismini I . I In. I I -,,, t, I' ll-, . . PREcAST CONE BASE '‘• ''' ''... SPEAAER pECKSIAL - TB:OS-435 il , \r DEPRESSED DAB ) .•el BARS e 8'OC I I ,oite, • • ' ANCHC0 BO.":SuP.I r• ' • ,`,,3A,.,D.., I-1- BCR:9109 w. ...., ar,EN A-GRAVEL ... • r CONON FOR COM- I I 8-2 '-i eyve,.., , Li ..,.. L.Altm bv,K4 TRAp roc BOARD . I ' • HLIAO4!,0NS TO ORA 6,G C 9-6' ,_, • I :74%1. \ .../1 _j 1 ..HRL 6o0TH,:D,NTER I j,IN _ "gam FARE EDGE SiDENAL. . 1-6-92 AD.h[. ,, 6,'''-'4`: L -1 :-.4, , I. Br GE • orntop 6 199, ... I WHICH,!,!:• OR 1/2"CONDAT P.IP POwEP _. IIMIGNMEIMMI I-0-__ 5'..0• __3-0-_ - - THE APE, .... ,B•Dar .. 4.-a-•L2x um'. r ICKNi.....: NO SCALE - - NJ_ PM NO SCALE SPly. SEA LE-3/4- ,. -,..., NO SC k_E eikPlitie DEPRESSED RAMP L,:l TYPICAL CATCH BASIN _._. L2-5/_MENU BD. & SENSOR LOOPrii LIGHT STANDARD DETAIL 1(13_,,' EXTERIOR GREASE TRAP 12% Oe-trkel6111, . iA IN. 7", 1.1, Wf.A'11�111�,, 14 POW . A-7 f 11 7i'7 E!,�PPA )M� It %L "TIM M, V, 77771t� 4i 'j4h, ljIt yi W� 0 ilk vK; �i Mcl 7.1, 4 jig 4K _a 31W, I IN R!, , jr vi z 7 . . 1, — , ` V g, l j7 tr tv A 7 4 N-11 Nit. III&R, RCP 91, Irv, 7777!� "tot, 4211 CMP Nilk Ilk . .... ....... 1, 4 4r-I Ile tje N, , Vj, 7F im 148795 1 5 0' Sol, Ai cc N 89' 42' 45" W 111.42' ACCESS EXHIBIT A POR. OF SE 1/4, SEC. 20, TWP. 21N., RGE. 4E., W.M. FEDERAL WAY, WASHINGTON SOUTH 344th STREET �S �7809.5�4�- ACCESS Y-- (ACTUAL LOCATIrlopi TO BE DETERMINED) 2T IN 890 42'45" W. N 89' 42' 45" W. 223.16' 105.00' N 00* 28' 50" E. 5.64' co O O IZ) C) Z: -30'ACCESS ACCESS_ SOUTH 348th STREET i V7 AP 332NU :a� , -i4`m s 33310 s s)- PAqK 334TH 1. ST 9KITTS CORNER - s 34M ST PL s vi NON T �1- S. 342N S 343M) ST s 344 ST S 334TH. ST' ,4JASITE s 1-10111 CC S 347TH PL S 350 st 349Tf ST 349TH PL S 352tif AFT! ^y ST S 356TK- 4 7 T VICINITY MAP OR � AL lop? o .1 0 LL 0 o z > ca ® 3: co 0 C13 0� 04 a 41 to v N > 4 0 r- 5i CL ■ 04 04 04 Ii M � Ln C-4 0 04 Go 0) c Lu ■r ® Im 77 t 04 F- Lg Go Irm e z Ao n 0