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HomeMy WebLinkAboutPermit L04-001 - FREIHEIT AND HO ARCHITECTS - JACK IN THE BOX DESIGN REVIEWFREIHEIT & HO ARCHITECTS LACK IN THE BOX 3742 S 144 STREET L04 -001 MEMORANDUM To: Subject:: Attention: Mr. Steve Moncur Dear Steven: Jack In The Box, Inc. 8909 SW Barbur Boulevard, Suite 250 Portland Oregon, 97219 Ph. 503 293 -3687 Fax. 503 293 -3689 Email: steven.moncur @iackinthebox.com CMU Wall Reinforcing and Grout Testing Outlet #JIB 8365, Seattle Washington This memo presents the findings of our inspection of the outlet referenced above completed April 27, 2004. The reinforcing steel location was determined with the FerroscanTM model RV10, while the location of the core fill of the pilasters and beams was identified with the FLIRT"' Model PM 595 infrared camera. Reinforcing steel locations were marked on the walls in question. A typical projection of the vertical reinforcing steel is presented in Figure 1 attached. A typical Infrared image of the masonry wall and grouted CMU cores is presented below. During this inspection, CMU cells with reinforcing steel were opened to confirm absence of grout in the cells as indicated by the infrared survey. If you have any questions related to this memo or the service, please not hesitate to contact this office at your convenience. Respectfully Submitted, AMEC Earth & Environmental Inc. ganz em.fry, Don Empey, P.E. Senior Building Science Engineer Construction Services Group amee AMEC Earth & Environmental, Inc. 11335 NE 122 Way, Suite 100 Kirkland, Washington 98034 Ph. 425 820 -4669 Fax. 425 821 -3914 Webb: www.amec.com May 11, 2004 File: 1-91M-14233-0 /DE 05/11/2004 8:12 PM Jack in the Box CMU Wall Reinforcing and Beam Location May 11, 2004 Page 2 Figure 1: Typical reinforcing steel location in sixteen feet of the south wall. ameci /DE 05/11/2004 8:12 PM April 5, 2004 Tukwila Response FREIHEIT & HO ARCHITECTS, INC., P.S. 10940 NE 33" PLACE SUITE 202 BELLEVUE, WA 98004 P:425.827.2100 F:425.828.6899 City of Tukwila Department of Qommrity Development 6300 Southcenter Boulevard, Site #100 Tukwila, WA 981 ATTtU Brandon J. Niles Assistant Plamer RE Response to Metro Dear lk. Mles: This letter is in response to your memo and email both dated March 31, 2004. As per our phone conversation understand that by fully explaining air intent to comply with the issues you have brought up, we may be issued a permit with mat ions. Hopefully we can work together to cane to a solution. Per the timeline we discussed with you and (Vora C ierloff at our meeting on February 28, 2004, we artidpated that a pemit would be in hand more than two weeks ago. Therefore the construction set of drawings has already been released to air contractor. The proper procedure to correct or charge a construction set after release is to abnit an addencbm to the general contractor. Therefore I suggest that to oared these pro lems we will release an addendum with the solutions that we come to agreement on. Following you will find an opine of the proposed sdutiors: 1. Exterior Bullring Attached Light Axtures Rorlern Sheets ES1.1, A4.0, and A4.1 cb not rretch. Solution.' A first glance it does appear that these sheets do not agree with each other. However, please note that there is an exterior light fixture catered trider each awning As they lye behind the awning these do not typically show cn our elevations. You will find them shown dashed in the endosed 11 x 17 copy of the A4.0 and A4.1 sheets so that you can see the location in relation to the awning and window. One is able to see them in the side view on the elevations as well. I will send a at sheet of the type fixture that is used. it sheds a very attractive lighting pattern on the wells that add interest at right and tends to conplirnert the style of the rest of the bu,ilcing. 2. Bullring Towers Problem We to the City of Tu kwila's Sgn Goole limitations we have removed the signage we would typically use on the towers at the front and side entries. This has left a blank Wall. Solution' Reese see the new sheets MO and A4.1. In this we have used the HardShingle with in the Half borne configuration to add interest to each tamer. This breaks up the large espanse on well and adds interest to the builcing. Tukwila Design Fllesonse April 5, 2004 Page 2of2 3. Rear Mew of Towers Problem The rear of the towers may be visible from the street. Solctio►r. As shown on the plans the original covering for the rear of the towers is a hilt up roofing material that tends to not draw the eye. To add a more finished look to the rear of the towers we propose to wrap the harduplaic siting being used on the front of the towers all the way around to the rear of the towers. 4. avil Plans Rublarr The avil Sheets do not show the stamped sidewalk that is shown on SD1.0. Solution: In the proposed addendum it will be stressed that the sidewalk will be starrped in a brick pattern. 5. Colored Concrete Problem Writ process will be used to color the concrete. Solution: The concrete that is used in the cross walk areas will be ordered pre colored from a manufa ti rer such as Gather (ph # 206 -764 3000). I have been tdd that the way they add color to the concrete is by adcing a liquid color to the concrete nix As this process is proprietary I was unable to get further tecirical information. 6. Axture Quantities Fhoble rr The patio fixture quay itities are not showing on Sheet D20. Solution: In fact this issue has already been brought to the attention of the Equipment Purchasing Department within Jack in the Box. They have ordered one -four seater table, ore-three seater table with I-C accessibility, two trash receptacles with dgarette snuffer, and one bike rack. Sheet D20's qualities have been updated as shown in the attached drawing. 7. Licht Pole Aesthetics Phalerrr Mat will the light poles lock like? Solution: Reese see the attached cut sheet of the lode lights. They are made in an Arrioclized Bronze color that eoordnates ripely with the finish of the alurrirxm storefront. 8. Light Peale Locistics Rcblern The light pole as it is shown conflicts wrath pole sign. Solution: The double headed light has arrently MO 400 W lights. V1rb will instead use a single headed 1000 W light at the position that the existing light is located. This position can be seen on the corrected sheet SD1.0 attached. 9. A4.0 Revisions Ftvblem MO Schedule and Tags do not canal. Solution: Reese see the attached and corrected M.0 sheet. 10. Trash Endosure Gate FYW ii The trash endosu.re gate may be wpm oral. Solution: Anew trash enclosure gate will be provided Please see sheets M0 and SD1.1 attached. I look forwerd to homing your response to these issues. Sincerely, RRB ET & HO ARCFiTECTS, ING, P.S. Amanda R Riggs Ardiftectural Designer Tukwila Response Department of Community Development Steve Lancaster, Director MEMO FROM: Brandon J. Miles, Assistant Planner RE: D04 -024, L04 -001 DATE: March 31, 2004 The applicant needs to address the following items prior to approval from the Planning Department: 1 Sheets ES 1.1, A4.0, and A4.0 do not match. The elevations do not show the lights that are represented on the lighting plan. Correct and provide an example of the finished product for the fixture. 2. Add some type of elements to all the tower elements with the goal of breaking up the blank wall. 3. S5.0 has rafters that will likely be visible from the adjacent property and right of way. They must be screened from view. 4. Sheet C1.0 does not match sheet SD1.0. The pedestrian walkways are shown as plain asphalt on C1.0 and shown as stamped concrete on sheet SD1.0. Sheet C1.0 has the pedestrian plaza as plain concrete, while sheet SD1.0 has the concrete stamped. Sheet SD1.0 is correct for this matter and needs to be reflected on the actual civil drawings. 5. Provide a narrative on how the color of the concrete will be accomplished. 6. Sheet D2.0 does not list any patio furnishings, yet they are suppose to be in the pedestrian plaza. 7. What color will the light poles be? 8. Explain the need to have a light pole three feet from the freestanding sign. 9. Review the exterior finish schedule on sheet A4.0 and making the necessary changes (correctly label hardiplank and thin set brick). 10. Add the trash enclosure on sheet SD2.1. Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 Brandon Miles - Re: JIB - Tukwila From: Brandon Miles To: Amanda Riggs Date: 3/31/04 1:00PM Subject: Re: JIB - Tukwila Amanda, Do you have a photo or sketch of what the light poles in the parking lot will look like? What color will these poles be? The site plans show a new light pole three feet from the pole sign. The light pole will be 28 feet tall and the sign will be 22 feet tall. Is this correct? The pedestrian paths that bisect the landscaped areas, I am correct in assuming there will be curbs protecting the landscaped areas? S eets ES1. t e lighting pl or the wall lig 0 an Wha 4.1 do thes res ted on ook ' e? The new KFC/Taco Bell used some inter ng i res atch. Th - - levation • on' : ow the Another thing that keeps jumping out at me are the towers. Ideally each one of these towers should have a sign, but our sign code does not allow that to occur. What can we do to break up the blank appearance of the north and east tower? If you are facing south what part of the south wall tower will be visible? The plans note, "built up roofing system" Can you provide a better description of what this will look like? Is this just going to be a large blank wall? This question applies to all to the towers. Sheet S5.0 shows rafters that will likely be visible from adjacent properties and rights of way. What will these look like? Is it possible to do a wrap around wall to hide the support structure? Sheet C1.0 does not match sheet SD1.0. The pedestrian walkways are shown as plain asphalt on C1.0 and show as stamped concrete on sheet SD1.0. Sheet C1.0 has the pedestrian plaza as plain concrete, while sheet SD1.0 has the concrete as stamped. How will the coloring be accomplished? Sheet D2.0 does not list any patio furnishings. I don't see anyway around having these comment addressed with a resubmital for both design review and the building permit. I understand that everyone wants to get going on the project, but these issues are important and need to be addressed. The City has issued the permit for the soil - clean -up work which is scheduled to occur on the site April 9 -14. The permit center will send the actual correction letter. Sincerely, Brandon J. Miles Assistant Planner City of Tukwila »> "Amanda Riggs" <ariggs @FHOARCH.COM> 03/29/04 01:55PM »> RE: Permit with Conditions Brandon, We have heard from Joanna Spencer with Public Works that she will be finishing today with her review and will be releasing her portion of the permit with conditions. As the trash enclosure gate is a relatively small issue, will you be able to release your portion of the permit with conditions as well? This would save a resubmittal, and in the long run would save everyone involved time. Page 1 Brandon Miles - RE: JIB Amanda From: "Amanda Riggs" <ariggs @FHOARCH.COM> To: "Brandon Miles" <bmiles @ci.tukwila.wa.us> Date: 3/24/04 4:19PM Subject: RE: JIB Brandon, Thanks for the heads up. Please see the attached .pdf files showing the changes to the drawings, delta 5. As you can see on sheet A4.1 all Hardiplank is called out as 01 /A (01 is Hardiplank and A is paint color Benjamin Moore "Off White ".) The thinset brick is 17/N (17 is thinset and N is natural brick.) The gate and existing brick trash enclosure is called out as 18/A. Note 18 says "Existing brick trash enclosure, powerwash all surfaces and paint walls and gates, replace gate per detail 4/SD2.1. Please see the attached sheet SD2.1 for the details of the new gate. Please let me know if any of this is not clear. This will be a clean looking trash enclosure that will be in harmony with the building's materials. It will be the existing brick which is the same unit size as the thinset brick veneer as well as painted the same color as the Hardiplank siding. Please let me know if you would like us to submit hard copies of these drawings, or if these .pdfs will suffice. I will, of course, include these changes in the construction set. Thanks again. Amanda Riggs Freiheit and Ho Architects, Inc. P.S. 425.827.2100 —Original Message- - From: Brandon Miles [mailto:bmiles @ci.tukwila.wa.us] Sent: Wednesday, March 24, 2004 3:00 PM To: Amanda Riggs Subject: JIB Amanda, The original submital did not call out the trash enclosure on the elevations. I now see that they are on the revision drawings. What will be the material and colors of walls? What type of gate will be installed? I believe that the existing gate is worn out. The trash enclosure should be in harmony with the building design. I am going to need a drawing for the trash enclosure with materials and colors called out. Also, the exterior finish schedule had the hardiplank listed at number 17, yet on the elevations they are assigned number 18. I assume that they should have been labeled 17? Brandon J. Miles Assistant Planner City of Tukwila VIA CERTIFIED MAIL, RETURN RECEIPT REQUESTED C ity of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 -2544 March 25, 2004 Re: NOTICE OF CLEANUP ACTION 14251 Pacific Highway South, Tukwila, Washington Enclosure STP /ct cc: Mark McKinney Ryan Bixby Todd Wilson Stephen T. Parkinson GROFF MURPHY TRACHTENBERG & EVERARD rLL(. 300 EAST PINE STREET SEATTLE WASI-IIN(;TcN 98122 (206) 628-9500 \c ww.groffmurphy.com (2061 028-9506 FACSIMILE Steve Parkinson E -Mail: sparkinson@groffmurphy.com FIECEIvED MAR 2 2004 P UBLIC WORKS Dear Sir or Madam: Pursuant to WAC 173- 340 -545 (3)(a), this letter is to notify you of a cleanup action that is scheduled to occur on the above - referenced property from April 9 -14, 2004. The cleanup involves the excavation and remediation of soil and groundwater impacted by petroleum hydrocarbons associated with a former on -site retail gasoline station and its underground storage tanks. A copy of the Cleanup Action Plan (CAP) outlining the specific remedial actions is enclosed. Please note that the Washington State Department of Ecology is reviewing the CAP under the Voluntary Cleanup Program and the specific remedial actions may be modified based on any Ecology comments. Based on our investigation of the site, we have determined that ARCO is a potentially liable person under RCW 70.105D.040. The gas station that operated on the site was an Atlantic Richfield station, and the impacted soil emanates from the location of the former underground storage tanks used by the station. The owner intends to seek cost recovery from ARCO for its remedial action costs pursuant to the Washington Model Toxics Control Act. Please contact me if you have any questions. Very truly yours, GROFF MURPHY TRACHTENBERG & EVERARD PLLC - QeEI0-OOP FW 04 -016 ENVIRONMENTAL ASSOCIATES, INC. 1380 - 112' Avenue Northeast, Suite 300 Bellevue, Washington 98004 (425) 455 -9025 Office (888) 453 -5394 Toll Free (425) 455-2316 Fax March 24, 2004 Toxics Cleanup Program Washington Department of Ecology 3190 160` Avenue Northeast Bellevue, Washington 98008 Attention: Mr. Joe Hickey Subject: McKinney Property 14251 Pacific Highway South Tukwila, Washington Dear Mr. Hickey: Following submittal of our Phase I and Phase II reports for the property to the WDOE, Mr. John Bails of the WDOE issued an Early Notice Letter on March 2, 2004. The site was issued the Site ID #619002. Mr. Steve Theile of the Hazardous Waste division at the Attorney General's Office recommended that we submit a copy of the CAP to you and request an informal technical review, accompanied by any suggestions you may have to offer prior to proceeding with the remediation. The client's intent is to begin excavation activities in April. Sincerely, Ryan K. Bixby Hydrogeologist WDOE- Registered Site Assessor ASI ID: 32 -US- 32024395 cc: Mr. Mark McKinney Mr. Steve Parkinson Associate Offices: Oregon / San Francisco Bay Area EAI Reference #23314 -2 CLEANUP ACTION PLAN McKinney Property 14251 Pacific Highway South Tukwila, Washington MCKINNEY FAMILY PARTNERSHIP l ENVIRONMENTAL ASSOCIATES, INC. 1380 - 112' Avenue Northeast, Suite 300 Bellevue, Washington 98004 (425) 455 -9025 Office (888) 453 -5394 Toll Free (425) 455 -2316 Fax March 17, 2004 SUBJECT: CLEANUP ACTION PLAN McKinney Property 14251 Pacific Highway South Tukwila, Washington PROJECT BACKGROUND In November of 2003, Environmental Associates, Inc. (EAT) conducted preliminary subsurface sampling and testing of soil and groundwater on the southeastern and east - central portions of the subject property in an effort to evaluate the extent of gasoline - . and diesel -range petroleum hydrocarbons, as well as gasoline- associated benzene, toluene, ethylbenzene, and xylene (BTEX) constituents. Relying upon results of laboratory testing of selected soil and groundwater samples collected from borings B2 and B4, along with the reported presence by others of petroleum - contaminated soil and groundwater beneath the easement area to the south of the subject site, it appears that soil and groundwater beneath the southeastern portion of the subject site have been adversely impacted by release(s) of petroleum hydrocarbons associated with the former on -site retail gasoline station and the adjacent USTs to the south of the site. In addition, EAI conducted a site assessment of soil and groundwater in the vicinity of a heating oil UST which formerly served an on - site motel on the east - central portion of the site. Results of laboratory testing of soil and groundwater collected from borings B7 and B8 suggest that soil in the vicinity of the former UST contains concentrations of diesel -range petroleum hydrocarbons in excess of the current WDOE Method A cleanup criteria at that location. The scope of work of this Cleanup Action Plan (CAP) is intended to remove as much of the petroleum- impacted soil and groundwater as is feasible from beneath the southeastern and east - central portions of the site. In addition, the CAP includes the installation of a physical barrier between the subject site soils and any contamination which remains beneath the easement area adjacent to the south where the City of Tukwila excavated four (4) leaking underground storage tanks (USTs) and petroleum- impacted soils in August of 2003. The CAP will also include the application of a commercially available oxygen releasing compound (ORC) manufactured by the Associate Offices: Oregon / San Francisco Bay Area JN 23314 -2X The McKinney Family Partnership March 17, 2004 JN 23314 -2X Page - 2 Regenesis Corporation to the groundwater within the excavation(s) in an attempt to enhance natural bio- degradation of any residual hydrocarbon concentrations in the groundwater beneath the property. Confirmational soil samples will be collected from the final limits of the remedial excavation and submitted to the laboratory for analysis. In an effort to evaluate the environmental condition of groundwater beneath the southeastern portion of the property, we intend to install an extraction/infiltration gallery and three (3) monitoring wells in the vicinity of the completed excavation. The extraction/infiltration gallery may be used to pump contaminated groundwater following the backfilling of the excavation and allow for the periodic re- application of ORC to the excavation (if necessary). The groundwater monitoring wells will be used to conduct quarterly laboratory testing on groundwater samples collected from the wells for the presence of petroleum hydrocarbons. Please refer to the attached Site Plan for the approximate locations of proposed excavations and monitoring wells. In accordance with the terms and conditions of this agreement, Environmental Associates, Inc. (EAI), will provide the necessary technical expertise, laboratory services, and other services which may be required to observe and document these activities. SCOPE OF WORK The following paragraphs provide a brief description of the various recommended technical tasks proposed to accomplish the work. TASK 1 - CLEANUP ACTION Excavation of Soil Under Task 1, EAI proposes to observe the excavation of impacted soil beneath the southeastern and east - central portions of the subject site. During excavation, an attempt will be made to separate suspected clean soil from contaminated soil using field observations and field screening procedures (PID). The results of our preliminary subsurface investigation suggest that the total volume of accessible soil maybe on the order of approximately 250 to 500 cubic yards. EAT recommends that the excavated soil be stockpiled on -site and/or transported off -site for lawful disposal prior to backfilling pending the results of laboratory analysis. It shall be the client's responsibility to provide for site security. It is our understanding that the client will be contracting directly with a soil excavation contractor and that the client's contractor will outline costs for the equipment and labor to excavate, stockpile, load out, transport and dispose of impacted soil, and provide for site restoration, including the importation of clean fill and asphalt restoration. Considering the proximity of the southeastern ENVIRONMENTAL ASSOCIATES, INC. The McKinney Family Partnership March 17, 2004 JN 23314 -2X Page 3 excavation to the subject building and other improvements and utilities owned by the City of Tukwila, the excavation will likely be conducted using solid -stem auger equipment or perpendicular narrow (2 -foot wide) trenches backfilled with controlled- density fill. In addition, the client's contractor will be responsible for the removal and off -site disposal of any contaminated groundwater which may be encountered, site security, installation of a physical barrier such as visqueen in an effort to prevent the flow of contaminated groundwater from the easement area to the south onto the subject property, and the installation of an exfiltration/infiltration gallery to allow for additional groundwater pumping and treatment applications. EM will provide assistance to the client's contractor in completing any soil disposal profiles for the impacted soil as necessary to arrange for off -site disposal at local facility licenced to accept such waste. Soil Sampling and Laboratory Analysis Following the removal of suspect impacted soil, EAI will collect representative soil and groundwater samples to document soil conditions at the limits of the remedial excavation. Approximately twenty (20) soil samples and three (3) groundwater samples maybe submitted for gasoline- and diesel -range petroleum hydrocarbons and associated BTEX constituents by Washington State Test Methods NWTPH -G / BTEX. and NWTPH -Dx. Exact sample locations will be selected by the project geologist based upon site conditions encountered. In addition to the tests for petroleum hydrocarbons described above, a single worst -case soil and groundwater sample will be collected from the excavated soil and tested for the presence of PCBs, volatile organic carbons (VOCs), RCRA 8 Metals, and polynuclear aromatic hydrocarbons (PAHs) using methods 8082, 8260B, 6010A, and 8270C, respectively. All samples shall be stored in an iced chest at the site and taken to the lab in this condition to minimize excessive dissipation of volatile organic compounds. Each jar will be clearly labeled as to sample number and location, geologist/engineer, etc. EPA recommended protocol for sample management including maintenance of chain -of- custody documentation will be observed at each stage of the project. Groundwater Treatment Application Prior to backfilling the remedial excavation, EAI proposes to have the client's excavation contractor excavate down to approximately five (5) feet beneath the top of the water table (approximately ten (10) to twelve (12) feet below ground surface) so that an oxygen releasing compound (ORC) can be added directly to the groundwater. Relying upon the current data available to us regarding the contaminant distribution and concentrations at the site, Mr. Jack Peabody of Regenesis recommended the initial application of approximately 300 pounds of ORC. Additional applications of ORC at a later date may be necessary to achieve specific cleanup objectives. As recommended by Regenesis the ORC application will consist of mixing the ORC powder with approximately 120 gallons of water. The resulting ORC slurry will then be poured directly into the remedial excavation prior to backfilling. ENVIRONMENTAL ASSOCIATES, INC. The McKinney Family Partnership March 17, 2004 "%sr' Following the direct ORC application, an exfiltration/infiltration gallery will be installed by the excavating subcontractor which may facilitate future pumping of groundwater from the excavation, along with additional applications of ORC to the excavation area (if necessary). Environmental Associates, Inc., will contact the utility locate service to identify and mark all utilities approaching the subject site. The owner shall have full responsibility to identify, locate, and mark all on -site utilities, pipes, underground storage tanks and lines, sewers, electrical lines, etc., and to disclose such locations to EM prior to commencement of the field work. EM understandably accepts no liability, active or passive, for damage to on -site utilities not clearly identified to us by the owner and/or operator. TASK 2 - DRILLING AND MONITORING WELL INSTALLATION JN 23314 -2X Page -4 To provide a means of periodically monitoring groundwater quality at the property, EAI shall install three (3) groundwater monitoring wells in the vicinity of the southeastern excavation. Additional monitoring wells may be installed in the vicinity of the former heating oil excavation and the southeastern excavation, depending upon the conditions observed. Exact locations for the wells will be determined after the excavation has been completed, however tentative plans call for the installation of one (1) well adjacent to the west (up- gradient) of the southeastern excavation and two (2) wells to the east and northeast in inferred down - gradient hydrologic positions relative to the southeastern excavation. Based upon our knowledge of the current depth to groundwater at the subject site (approximately 6 feet), the anticipated depth for the monitoring well will likely not exceed 15 feet. Equipment to be employed for the actual drilling of the wells will consist of a truck- mounted hollow - stem auger drill -rig. The drilling rig will be brought into position over the selected location, and following set -up preparations, the eight -inch diameter auger will be advanced to the depth required (approximately 15 feet). Following drilling, and assuming that groundwater or "perched groundwater" is encountered at the time of drilling, two -inch diameter PVC well casings with 0.010 - inch slots will be installed to the total depth of 15 feet. A blank riser casing will be used in the upper few feet depending on conditions encountered. The well screen will be positioned so as to span the maximum and minimum range of the anticipated seasonal groundwater fluctuation, thus facilitating representative sampling of water at any time during the year. Design and construction methods will conform to requirements and specifications outlined in revisions of WAC 173 -160 for "resource protection wells" in the state of Washington. The annulus of the exterior well casing will be sand packed two to three feet above well screens; a bentonite seal will be placed above the sand and carried to within two feet of the ground surface to prevent infiltration of surface contamination along the well casing. A concrete plug will stabilize the upper two -foot section of the well. A protective casing with provisions for locking access to the well head will be included. Environmental Associates, Inc., will contact the utility locate service to identify and mark all utilities approaching the subject site. The owner shall have full responsibility to identify, locate, and mark all on -site utilities, pipes, underground storage tanks and lines, sewers, electrical lines, etc., and to ENVIRONMENTAL ASSOCIATES, INC. The McKinney Family Partnership March 17, 2004 TASK 4 - DATA ANALYSIS, REPORT PREPARATION disclose such locations to EM prior to commencement of the field work. EAT understandably accepts no liability, active or passive, for damage to on -site utilities not clearly identified to us by the owner and/or operator. TASK 3 - QUARTERLY GROUNDWATER MONITORING Under Task -3 EAT shall collect and analyze groundwater samples from the installed on -site monitoring wells on a quarterly basis (every three months). This CAP provides for a total of four (4) quarters of groundwater sampling, however the actual number of sampling events will depend upon the results of laboratory testing of the quarterly groundwater samples. Groundwater sampling will be completed by pumping water directly from the well into laboratory- prepared sample containers, and labeled with the sample designation, sampling date and time, project number, etc. Prior to sampling, a minimum of three (3) well - volumes of groundwater will be pumped from the well. All samples shall be stored in an iced chest at the site and taken to the lab in this condition to preserve sample integrity. EPA recommended protocol for sample management including maintenance of chain - of - custody documentation will be observed at each stage of the project. The groundwater samples will be analyzed for gasoline- and diesel -range petroleum hydrocarbons along with BTEX by Washington State Test Methods NWTPH- G/BTEX and NWTPH -Dx. Following the excavation of impacted soil and subsequent site assessment, EAT will prepare a soil cleanup action report summarizing our observations along with the results of laboratory analysis of soil and groundwater samples collected from the limits of the remedial soil excavation. Any conclusions /recommendations will be couched in terms of the prevailing regulations including but not necessarily limited to the Model Toxics Control Act (MTCA), Chapter 173 -340. Likewise, following each of the quarterly groundwater sampling and testing events, EAT will prepare a brief summary of laboratory testing results using a table format, including results of all previous monthly /quarterly site groundwater sampling events for comparison purposes, in an effort to track the progress of the groundwater cleanup effort. Upon completion of the field and laboratory work for the final sampling event, EAT proposes to prepare a more detailed status report summarizing the data gathered thus far which will include a written discussion summarizing approach, methods, findings, along with our opinions on the past/future performance of the ORC treatment. As with the limited soil cleanup action report, any conclusions / recommendations will be couched in terms of prevailing regulations including but not necessarily limited to the Model Toxics Control Act (MTCA), Chapter 173 -340 WAC. ENVIRONMENTAL ASSOCIATES, INC. JN 23314 -2X Page - S The McKinney Family Partnership March 17, 2004 We look forward to the opportunity of providing environmental consulting services on this project. If you have any questions or if we may be of service, please do not hesitate to contact us. Respectfully Submitted, • ENVIRONMENTAL ASSOCIATES, INC. Ryan K. Bixby Hydrogeologist WDOE- Registered Site A Don W. Spencer, M. c., P.G., R.E.A. Principal Registered Site Assessor/Licensed UST Supervisor State Certification #0878545 -U7 License: 604 (Washington) License: 11464 (Oregon) License: 876 (California) License: 5195 (Illinois) License: 0327 (Mississippi) 5614 N. SPENCER I ENVIRONMENTAL ASSOCIATES, INC. JN 23314 -2X Page - 6 MINN MOS Inferred Shallow- Seated Groundwater Flow Scale 1:12,000 ..-' Site Location Contour Interval 20 Feet Printed from TOPO! ©1997 Wildflower Pzoductions (www.topo.com) ENVIRONMENTAL ASSOCIATES, INC. 1380 - 112th Avenue N.E., Ste. 300 Bellevue, Washington 98004 Job Number. fN 23314 -2X VICINITY MAP McKinney Property 14251 Pacific Highway South Tukwila, Washington Date: March 2004 Plate: 1 Former MI= + 13-1 of hydrauli hoist Former gasoline station building Probable direction of shallow- seated groundwater flow % % Approximate limits of subject property ENVIRONMENTAL ` ASSOCIATES, INC. *pproximate location of former heating oil UST Kentucky Fried Chicken Building 1380 - 112th Avenue N.E., Ste. 300 Bellevue, Washington 98004 f • • • 0 / 1 - - - -1 4- B-s 1 / % • • B-7 j i % c%+ B-4 B-6 B.5 r • • Former canopy and 3 pump islands v O r South 144th Street pproximate location of former USTs Approximate Scale McKinney Property 14251 Pacific Highway South Tukwila, Washington Job Number: Date: JN 23314 -2X March 2004 50 feet SITE XPLORA.TION PLAN Plate: 2 Approximate location of former heating oil UST r .■•.._.. M.. ∎.. ..■•.. ∎..•■••.._.._.._.•..■••..•■••.._.. jirma r .. I• Former location of hydrauli hoist Former gasoline station building Kentucky Fried Chicken Building South 144th Street MW -1 Approximate location of former USTs Probable direction of shallow - seated groundwater flow Approximate limits of subject property ENVIRONMENTAL 1380 - 112th Avenue N.E., Ste. 300 Bellevue, Washington 98004 Proposed Excavation Area and Monitoring Well Locations McKinney Property 14251 Pacific Highway South Tukwila, Washington Job Nwonrber. 23314 -2X Estimated limits of soil excavation Former canopy and 3 pump islands Approximate Scale 0 30 feet Date: March 2004 • Proposed monitoring well locations Plate: 3 APPENDIX A Laboratory Reports and Chain of Custody James E. Bruya. Ph.D. Charlene Morrow, M.S. Yelena Aravkina. M.S. Bradley T. Benson, B.S. Kurt Johnson. B.S. November 14, 2003 Ryan Bixby, Project Manager Environmental Associates, Inc. 1380 112th Ave. NE, #300 Bellevue, WA 98004 Dear 1VIr. Bixby: Included are the results from the testing of material submitted on November 5, 2003 from the McKinney Property, PO# 23314 -1, F &BI 311031 project. There are 8 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC. Charlene Morrow Chemist Enclosures EMI I 14 R. i)OCS FRIEDMAN & BRUYA, INC ENVIRONMENTAL CHEMISTS 3012 16th Avenue West Seattle, WA 98119 -2029 TEL: (206) 285 -8282 FAX: (206) 283 -5044 e -mail: fbi@isomedia.com FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 11/14/03 Date Received: 11/05/03 Project: McKinney Property, PO# 23314 -1, F &BI 311031 Date Extracted: 11/06/03 Date Analyzed: 11/07/03 and 11/10/03 RESULTS FROM THE ANALYSIS OF THE SOIL SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE, XYLENES AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH -Gx Results Reported on a Dry Weight Basis Results Reported as µg /g (ppm) Ethyl Total Gasoline Surrogate Sample ID Benzene Toluene Benzene Xylenes Range (% Recovery) Labora ED (Limit 47 -132) B1-4 <0.02 <0.02 <0.02 <0.06 <1 82 311031-01 B2 -4 0.03 0.28 0.23 0.05 57 81 311031 -02 B2 -8 0.03 0.28 0.16 0.07 70 87 311031-03 B3 -7 <0.02 <0.02 <0.02 <0.06 <1 97 311031.0, B4 -4 d 0.16 1.8 0.35 0.65 440 ip :3110:31 -05 B4 -10 0.03 0.25 0.09 0.08 58 82 311031-06 B5 -4 <0.02 <0.02 <0.02 <0.06 2 76 :311031.1 I B6-7.5 <0.02 <0.02 <0.02 <0.06 <1 83 311031 -12 Method Blank <0.02 <0.02 <0.02 <0.06 <1 82 11 - The sample was diluted for gasoline ip - Recovery fell outside of normal control limits. Compounds in the sample matrix interfered with the qunnt.itaation of the analytu 1 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 11/14/03 Date Received: 11/05/03 Project: McKinney Property, PO# 23314 -1, F &B1 311031 Date Extracted: 11/06/03 Date Analyzed: 11/07/03 RESULTS FROM THE ANALYSIS OF THE WATER SAMPLE FOR BENZENE, TOLUENE, ETHYLBENZENE XYLENES AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH -Gx Results Reported as µg /L (ppb) Ethyl Total Gasoline Surrogate Sample ID Benzene Toluene Benzene Xylenes Range ( (Limit Recovery) ) Laboratory Ill B 1 -GW <1 <1 <1 < 3 <50 87 311031 -07 B2 -GW d 180 160 1,200 560 100,000 80 311031 -08 B3 -GW <1 <1 <1 3 52 85 311031 -09 B5 - GW df <5 <5 < 5 <15 <250 79 :311031-13 BG -GW < 1 <1 <1 <1 <50 80 311031 -14 Method Blank <1 <1 <1 <3 <50 80 d - The sample was diluted due to high levels of material. Detection limits are raised clue to dilution. df - The sample was diluted due to matrix effect (foamy). Detection limits are raised due to dilution. 2 Date of Report: 11/14/03 Date Received: 11/05/03 Project: McKinney Property, PO# 23314 -1, F &BI 311031 Date Extracted: 11/05/03 Date Analyzed: 11/06/03 RESULTS FROM THE ANALYSIS OF THE SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL USING METHOD NWTPH -Dx Extended to Include Motor Oil Range Compounds Results Reported on a Dry Weight Basis Results Reported as µg /g (ppm) Sample ID Laboratory 11) B1-4 311031-01 B2 -4 :311031.02 B2 -8 311031-03 B3 -7 311031.04 B4 -4 311031 -Oa B4 -10 311031-00 B5 -4 311031 -11 BG -7.5 311031 -12 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Diesel Range (C Io-C25) Motor Oil Range (C25- (.:SG) Surrogate (% Recovery) (Limit 60 -138) <10 <50 85 <10 <50 82 61 <J0 84 <10 <50 75 270 <50 80 <10 <50 78 <10 <50 77 <10 <50 83 Method Blank <10 <50 95 Date of Report: 11/14/03 Date Received: 11/05/03 Project: McKinney Property, PO# 23314 -1, F &BI 311031 Date Extracted: 11/06/03 Date Analyzed: 11/06/03 RESULTS FROM THE ANALYSIS OF THE WATER SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL USING METHOD NWTPH -Dx Extended to Include Motor Oil Range Compounds Results Reported as µg2 (ppb) Sample ID Laboratory 1 U B 1 -GW 311031 -07 B2 -GW 311031 -08 B3 -GW 311031-09 B5 -GW 311031 -13 Method Blank ter FRIEDMAN & BRUYA, INC ENVIRONMENTAL CHEMISTS Diesel Range (C10-C25) <61 9,300 85 240 <50 Motor Oil Range (C2 r,- C36) <310 <310 <270 <280 Surrogate (% Recovery) (Limit 59 -147) 94 98 103 93 <250 100 Date of Report: 11/14/03 Date Received: 11/05/03 Project: McKinney Property, PO# 23314 - 1, F &BI 311031 QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF SOIL SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE, XYLENES AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH -Gx Laboratory Code: 311031-01 (Duplicate) Relative Percent Reporting Sample Duplicate Difference Analyte Units Result Result (Limit 20) Benzene µg /g (ppm) <0.02 <0.02 nm Toluene .tg /g (ppm) <0.02 <0.02 nm Ethylbenzene .tg /g (ppm) <0.02 <0.02 nm Xylenes µg /g (ppm) <0.02 <0.02 nm Gasoline µg /g (ppm) <1 <I nm Laboratory Code: 311031 -01 (Matrix Spike) FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Percent Percent Reporting Spike Sample Recovery Recovery Acceptance RPD Analyte Units Level . Result MS MSD Criteria (Limit 20) Benzene µg /g (ppm) 0.5 <0.02 84 72 52 -131 15 Toluene µg /g (ppm) 0.5 <0.02 80 68 56 -132 16 Ethylbenzene gg /g (ppm) 0.5 <0.02 81 67 58 -135 19 Xylenes µg /g (ppm) 1.5 <0.02 75 62 57 -138 19 Laboratory Code: Laboratory Control Sample Percent Reporting Spike Recovery Acceptance Analyte - Units Level LCS Criteria Benzene µg /g (ppm) 0.5 78 74.116 Toluene p.g /g (ppm) 0.5 76 71 -122 Ethylbenzene .Lg /g (ppm) 0.5 75 75 -121 Xylenes .Lg /g (ppm) 1.5 71 66-128 Gasoline µg /g (ppm) 10 79 61-130 nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the. RPD is not applicable. 5 Laboratory Code: 310310-10 (Duplicate) FRIEDMAN & BRUYA, IN ENVIRONMENTAL CHEMISTS Date of Report: 11/14/03 Date Received: 11/05/03 Project: McKinney Property, PO# 23314 -1, F &BI 311031 QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER SAMPLES FOR BENZENE, TOLUENE, ETHYLBENZENE, XYLENES AND TPH AS GASOLINE USING EPA METHOD 8021B AND NWTPH -Gx Relative Percent Reporting Sample Duplicate Difference Analyte Units Result Result (Limit 20) Benzene µg /L (ppb) <1 <I nm Toluene µg /L (ppb) <1 <1 ri m Ethylbeuzene .rg /L (ppb) <1 <I nm Xylenes µg /L (ppb) . <3 <3 nm Gasoline pg /L (ppb) <50 <50 rim Laboratory Code: Laboratory Control Sample Percent Percent Reporting Spike Recovery Recovery Acceptance RPD Analyte Units Level LCS LCSD Criteria (Limit 20) Benzene µg/L(ppb) 25 95 97 77 -116 2 Toluene µg /L. (ppb) 25 94 97 64 -126 3 Ethylbenzene µg /L (ppb) 25 95 97 • 67-124 2 Xylenes µgiL (ppb) 75 93 91 71 -121 2 Gasoline ug/l., (pph) 1,000 81. 80 49 -119 1 nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable. (i Laboratory Code: 311031-12 (Duplicate) Analyte Diesel Extended Laboratory Code: Analyte Diesel Extended FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 11/14/03 Date Received: 11/05/03 Project: McKinney Property, PO# 23314 -1, F &BI 311031 QUALITY ASSURANCE RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL EXTENDED USING METHOD NWTPH -Dx Reporting Units pg /g (ppm) Sample Result <50 311031 -12 (Matrix Spike) Reporting Units .tg /g (ppm) Spike Level 500 Sample Result <50 Laboratory Code: Laboratory Control Sample Percent Reporting Spike Recovery Analyte Units Level LCS Diesel Extended pg /g; (ppm) 500 95 Duplicate Result <50 7 Percent Recovery MS 82 Relative Percent Difference (Limit 20) n in Acceptance Criteria 73 -139 1'ercen t Recovery MSD 86 Acceptance Criteria 70 -137 RPD (Limit 20) 5 run - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable. Laboratory Code: Analyte Diesel Extended W FRIEDMAN & BRUYA, ENVIRONMENTAL CHEMISTS Date of Report: 11/14/03 Date Received: 11/05/03 Project: McKinney Property, PO# 23314 -1, F &BI 311031 QUALITY ASSURANCE RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL EXTENDED USING METHOD NWTPH -Dx Laboratory Control Sample Percent Reporting Spike Recovery Units Level LCS pg /l, (ppb) 2,500 105 8 Percen Recovery LCSD 95 Acceptance Criteria 77 -135 RPD (Limit 20) 10 SIGNATURE PRINT.N_ ME COMPANY DATE TIME Relinquish by: ANALYSES SVO('s by 8270 IZI ; r. — Rev •ud by: 4 REQUESTED j K v' - Notes • Sample ID Lab ID Date Time Sample Type # of containers 1 1( a1 4 ) 140 !CI - 1 lcl.l. 1'1'11- OayolineJ s 1 fl [FOR iq xad.0 I Ol1T.R .+q a O Imo\ vl ,4 e-It_ Y 62. ► X - S 03 ► 3(-1 -to 0(0 v )X b1-( 07 \-1,0 3 XX - („Go 05 3 1 ?2 ' ( 0 09 2> ) SIGNATURE PRINT.N_ ME COMPANY DATE TIME Relinquish by: Rev •ud by: 4 v. of ti j K v' - 12 ni wished by: Received bv: 31l 03 I Send Report To Ryan Bixby Company Environmental Associates. Inc. Address 1:380 112th Ave. NE, #300 City. State. ZIP Bellevue, WA 98004 Phone # (425) 455 -9025 Fax # (425) 455-2316 Friedman. & Bruya, lac. 30121611E Avenue Hest Seattle, 1114 98119 -2029 Ph. (206) 285 -8282 Far (206) 283- 50-I.I SAMPLE CHAIN OF CUSTODY SAM PI RS lure) PROJ PO # s 42( REMARKS • C- N 1 1103/03 C—i3/ /VZ/ 2 Pogo # 1 of a TURNAROUND TIME 0 Standard (2 Weeks) MUSH ?-1 Wort h charAs authorized by: YIyJ i 6 r —/ SAMPLE DISPOSAL ❑ Dispose after 30 days ❑ Return samples O Will call with instructions 'NATURE ANALYSES REQUESTED COMPANY Sample ID Lab Dare Time Sample Type °I containers 1"."!(1-IItl,I, ;11111014111!) -11 111 7.014 Ail V O(!s Iry m2(;(1_ I OUR )OAS - — R ' nquished by: by: Notes .65 4 . l i 1%15 \ x x ?AD -1'� IZ 1 I x ) - Li 13 X1-:,0 3 X )( 'NATURE PRINT NAME COMPANY DATE TIME Relinquished by: ' • 1 \Xg _ i4)- \ \ Icl� 13 5 Recei R ' nquished by: by: i 0 3 Send Report To Ryan Bixby Company Environmental Associates. Inc. Address 1380 112th Ave, NE. #:300 City. State. ZIP Bellevue. WA 98004 Phone (425) 455 -9025 Fax # (425) 455 -2316 Friedman & Brtga, lac. 3111 Avenue West Seattle. (U 98119-2029 Ph. (2t)6) 285 -8282 Fax (206) 283- 5044 C M ►► J° / / SAMPLE CUSTODY Vz/ Page x 2 of Z PROB. EC AME/NO. PO:: �331q - REMARKS TURN:\ROUND TIME Standar�� Wools .$) RUSH iG Rush charges authorized by: SAMPLE DISPOSAL Dispose after 30 days 0 Return samples r. Will call with instructions James E. Bruya, Ph.D. Charlene Morrow, M.S. Yelena Aravkina, M.S. Bradley T. Benson, B.S. Kurt Johnson, B.S. November 12, 2003 Ryan Bixby, Project Manager Environmental Associates, Inc. 1380 112th Ave. NE, #300 Bellevue, WA 98004 Dear Mr. Bixby: Included are the results from the testing of material submitted on November 6, 2003 from the McKinney Property, PO# 23314 -1, F &BI 311042 project. There are 4 pages included in this report. Any samples that may remain are currently scheduled for disposal in 30 days. If you would like us to return your samples or arrange for long term storage at our offices, please contact us as soon as possible. We appreciate this opportunity to be of service to you and hope you will call if you should have any questions. Sincerely, FRIEDMAN & BRUYA, INC. u v3JAsz/y-e___ T(\f3-hey-w Charlene Morrow Chemist Enclosures EM 1112R.DOC flos FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS 3012 16th Avenue West Seattle, WA 98119 -2029 TEL: (206) 285 -8282 FAX: (206) 283 -5044 e -mail: ibi @isomedia.com tr FRIEDMAN & BRUYA, IN( ENVIRONMENTAL CHEMISTS Date of Report: 11/12/03 Date Received: 11/06/03 Project: McKinney Property, PO# 23314 -1, F &BI 311042 Date Extracted: 11/06/03 Date Analyzed: 11/06/03 RESULTS FROM THE ANALYSIS OF THE WATER SAMPLE FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL USING METHOD NWTPH -Dx Extended to Include Motor Oil Range Compounds Results Reported as µg/L (ppb) Surrogate Sample ID Diesel Range Motor Oil Range (% Recovery) Laboratory ED (Cio -C25) (C2:, -Cmc) (Limit 59-147) B7 -GW 250 <790 79 311042-01 Method Blank <50 <250 100 6 FRIEDMAN & BRUYA, INC. ENVIRONMENTAL CHEMISTS Date of Report: 11/12/03 Date Received: 11/06/03 Project: McKinney Property, PO# 23314 -1, F &BI 311042 Date Extracted: 11/06/03 Date Analyzed: 11/06/03 Sample ID Laboratory ED B7 -8 311042 -02 B8 -10 311042 -03 Method Blank RESULTS FROM THE ANALYSIS OF THE SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL USING METHOD NWTPH -Dx Extended to Include Motor Oil Range Compounds Results Reported on a Dry Weight Basis Results Reported as µg /g (ppm) Diesel Range Motor Oil Range (C10-C25) (C25 -Ca6) Surrogate (% Recovery) (Limit 60 -138) <10 <50 90 2,100 <50 93 <10 <50 110 Date of Report: 11/12/03 Date Received: 11/06/03 Project: McKinney Property, PO# 23314 -1, F &BI 311042 QUALITY ASSURANCE RESULTS FROM THE ANALYSIS OF WATER SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL EXTENDED USING METHOD NWTPH -Dx Laboratory Code: Analyte Diesel Extended FRIEDMAN & BRUYA, INC. Laboratory Control Sample Reporting Units µg /L (ppb) ENVIRONMENTAL CHEMISTS Spike Level 2,500 - Percent Percent Recovery Recovery LCS LCSD 105 95 3 Acceptance Criteria 77 -135 RPD (Limit 20) 10 Date of Report: 11/12/03 Date Received: 11/06/03 Project: McKinney Property, PO# 23314 -1, F &BI 311042 QUALPITY ASSURANCE RESULTS FROM THE ANALYSIS OF SOIL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS DIESEL EXTENDED USING METHOD NWTPH -Dx Laboratory Code: Analyte Diesel I.,xtended Laboratory Code: Analyte Diesel Extended Sae, FRIEDMAN & BRUYA, INC. 311037 -05 (Duplicate) Reporting Units Ecg /g (ppm) Reporting Units µg /g (ppm) ENVIRONMENTAL CHEMISTS Sample Result <50 311037 -05 (Matrix Spike) Spike Level 500 Sample Result <50 Laboratory Code: Laboratory Control Sample Percent Reporting Spike Recovery Analyte Units Level LCS Diesel Extended µg /g (ppm) 500 101 4 Duplicate Result <50 Relative Percent .Difference (Limit 20) n m Percent Percent Recovery Recovery MS MSD 104 102 Acceptance Criteria 73 -139 Acceptance Criteria 70 -137 RPD (Limit 20) 2 nm - The Analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the RPD is not applicable. 3i t o ciL Send Report To Ryan Rixbv Company Environmental Associate. Inc. A1ddreis 1380 1 I2'h Ave. NE. 8:300 City_ State. ZIP Bellevue. WA 98004 Phone (4251455-9025 Fax # (425) 455.2316 Sample I D Sample Type Lab ID Cl OZ 03 Date " Time Hto # of containers x AN.ALVS ES R EQ U EST ED Notes Friedman & Bru ya, Inc. 3012 161h .4 renu a West Seurrle, 1111 98119 -2029 Ph. (206) 285 -8982 hitx( '06)22835041 Relinquished by: Received by: Relinquished by: NATURE 7- ,, " I {uceiv 1���� SAMPLE CHAIN OF CUSTODY S.tIPLERS (signature) PROJECT NAME/NO. - j REMARKS f PRINT NAME IcyA fr 0." COMPANY (_! /9«,. 1110C:3(03 Page # TL'RNAROL'ND TIME Standacd,(2 Weeks) L'SH r: 4 A-6;1 A-I Rush charges authorized by: SAMPLE DISPOSAL O Dispose after 30 days O Return samples O Will call with instructions DATE IkiL(03 of TIME I neQtn -‘4v. 'Qr 1 { Is. 0 3 o : LfS 10940 NE 33RD PLACE SUITE 202 BELLEVUE, WA 98004 P:425.827.2100 F:425.828.6899 March 3, 2004 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 ATTN: Brandon Miles Assistant Planner RE: Letter of Response to "Jack in the Box Design Review (L04- 001)" Permit # D04.024; Jack In The Box; 3742 S. 144th St., Tukwila, WA Dear Mr. Miles: FREIHEIT & HO ARCHITECTS, INC., P.S. This letter is in response to your Jack in the Box Design Review letter received by our company on March 1, 2003. An additional letter is enclosed to respond to the Public Works comments. Planning Division's Comments 1. Building Design A. As agreed upon in our meeting on February 28, 2004, in lieu of a corner entrance, the site will honor it's corner location with a garden wall, raised pedestrian plaza, and landscaping. Please see Sheet SD1.0 for these improvements. B. The landscaping on the south and west walls has been increased to provide more screening. Please see sheet L -1 for these changes. C. The building will now be clad in Hardiplank siding and thin set brick per the elevations on Sheets A4.0 and A4.1. This will be a more durable material than the one originally proposed. 2. Site Continuity with Adiacent Areas As agreed upon in our meeting on February 28, 2004 a stamped brick pattern will be used on the pedestrian pathways. These paths will be colored red to complement the bricks used in the street improvements. These pedestrian paths have been widened to 6' -0" wide. Thin set brick will also be used on the pedestrian plaza's garden wall in order to acknowledge the site's prominent corner location. 3. Site Layout We also discussed site layout in our meeting. It was agreed upon that the escape lane for the drive thru would be narrowed to allow for 2' -0" additional landscaping area. TukwilaResponsc Page 1 of 1 CORRECTION LTR# x*o Tukwila Response March 3, 2004 4. Pedestrian Amenities Please see the enclosed photo montage of the proposed pedestrian amenities. At the front of the store the pedestrian plaza will include a bike rack, seating, and trash enclosures to invite pedestrian use of the site. The planter just to the south of the pedestrian plaza has been changed to include a large tree to provide shade. 5. Landscaping In order to ensure that the site vegetation is complimentary with the street improvement vegetation the following plants can be found on both our landscape plan and the TIB landscape plan: Emerald Green American Arborvitae, Otto Luyken Laurel, Rock Rose, and Lawn Sod. Please see sheet L -1 for these changes. 6. Mechanical Equipment Please see Sheet A5.0 for parapet height in regards to mechanical equipment placement. Public Works Department Comments Please see the enclosed response letter to the public works department from the civil engineer for the project, Pat Taitano with Barghausen Engineering. Fire Department Comments 1. Please see Sheet SD1.0 for the fire hydrant locations. 2. Please see Sheet E1.0 for notes on the new fire alarm system. Thank you for all of your help on this project. Please let me know if I can provide you with any additional information. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Amanda Riggs Architectural Designer TukwilaResponse Page 2 of 2 February 24, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Ms. Amanda Riggs Freiheit and Ho Architects, Inc., P.S. 10970 NE 33` PL. Suite 202 Bellevue, WA 98004 RE: Jack in the Box Design Review (L04 -001) Dear Ms. Riggs: The City received your application on January 7, 2004. The application is for administrative design review for the conversation of the existing Kentucky Fried Chicken Restaurant to Jack in the Box at 3742 S. 144 Street. On February 17, 2004, your application was deemed complete for the necessary material to start the City's review of the application. The design review application has been routed to other City Departments for their review and approval. Planning Division The property is currently zoned Neighborhood Commercial Center (NCC). In addition, the property is governed under both the Tukwila Municipal Code (TMC) and the Tukwila International Boulevard Design Guidelines (TIBDG). One of the primary goals of the TIBDG is improve the pedestrian and visual environment along Tukwila International Boulevard (TIB). 1. Building Design A. The TIBDG places special emphasis on buildings located at street corners and intersections. This is due to the fact that these buildings are highly visible and present an opportunity for distinctive or landmark architectural treatments (TIBDG 1 C and 2C). Buildings at intersections must employ one of the following: • Project, recess (notch) or truncate the corner of the building. • Provide an entrance at the corner of the building. • Provide a corner architectural element such as a bay window, turret, or pediment. • Employ distinctive signage at this location • Incorporate sculpture, other artwork, or a distinctive use of materials. • Create a special window treatment, awning, or canopy. • Other methods that meet the intent of this criteria may be proposed. The plans presented show no special emphasis on the corner that will face the intersection of TIB and S.144 Street. Staff's recommendation would be to relocate the proposed entrance that will face TIB and move it to the corner so that it faces 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 directly towards the intersection. This location would work well with the proposed pedestrian path from the intersection. B. It does not appear that the landscaping planted along the side of the building be sufficient to screen the large blank walls on the west side of the building and the south wall. What can be done to break up these two large blank walls? C. A majority of the building will consist of white exterior cement plaster -sand float finish. City staff's experience with this material is that it is not a durable material, it flakes off easily, and it is difficult to clean. A different material should be used for the siding of the building, especially for the low portions of the building (TIBDG 2C ( A Jack in the Box was recently constructed in Lacey along Martin Way South. Freiheit and Ho served as the architect on this project. The Lacey building had many interesting design features, which are examples of treatments that could be incorporated at the Tukwila site to meet the design criteria. 2. Continuity of Site with adjacent areas The City is currently in the process of upgrading the entire area with sidewalks, street trees, light fixtures, and other amenities. The TIBDG manual requires that there be a continuity of site with adjacent areas, including the public street (TIBDG 1D). For example, Jack in the Box is proposing two pedestrians paths between the public sidewalk and the restaurant. It has been proposed that these walkways will be concrete, which will allow it to standout from the surrounding asphalt pavement. The City asks that the concrete be done in way to match the texture of adjacent sidewalks. Enclosed you will find a photo of the sidewalks that have recently been installed along TIB. In addition, red bricks, similar to those that have been installed at the intersection of S. 144 Street and Tukwila International Boulevard should be used to provide accent for both walkways. This would ensure that the new development is in keeping with the existing architectural context of the area. The two pedestrian walkways must be a minimum of six feet in width. The plans show the walkways as being five feet. 3. Site Layout The current site design layout of the site meets most of the provisions of the Tukwila Municipal Code and the TIBDG. One area of the concern is the drive path adjacent to the actual drive through path. What function does this area serve? Would it be possible to remove the asphalt leaving the minimum width necessary for the drive through window? This excess area could be used for additional landscaping. This drive path is also located along TIB, again would it be possible to reduce the width of the asphalt to that area that is necessary for the drive through widow? This remaining area could be used for a pedestrian plaza which will be discussed below. 2 4. Pedestrian Amenities As noted one of the goals of the TIBDG is to improve the pedestrian experience on TIB. The proposal submitted shows no pedestrian amenities. By reducing the drive area along TIB, the excess area could be used as a pedestrian area. This area could include tables, benches, trashcans, and landscaped areas. For pedestrian safety, this area would have to be raised above the grade of the adjacent drive through lane. The surface of the plaza could match the surface of the pedestrian walkways. Red brick similar to what the City has installed along TIB and S.144 Street could be used for accent or in construction of planters is the plaza area. This area should also include the bike rack, which you have already shown on the plans. On another note, please provide a photo of the proposed bike rack (TIBDG 1K and 2D). 5. Landscaping The City is planning on installing street trees and other vegetation near the intersection of S. 144 Street and TIB. Enclosed you will find a copy of the City's landscaping plan for the intersection. Please incorporate some of these plant species on the Jack in the Box Site. 6. Mechanical equipment Please show the location of all rooftop mechanical equipment on sheets A4.0 and A4.1 or provide a separate sheet for elevations regarding the rooftop equipment. The rooftop equipment should be totally screened from view. If they are not visible on the plans please simply show arrows indicating their location on the roof (TMC 18.60.050 (B)(4)(e) and TIBDG 2E). Sheet A4.1 shows a waterheater flue. The waterheater flue must be screened from view (TMC 18.60.050 (B)(4)(e) and TIBDG 2E). Pubic Works Department Comments The Public Works Department has no comments regarding design review. They have noted that any concerns regarding the project will be addressed at building permit stage. Fire Department Comments 1. Show the fire hydrant locations. Hydrants shall be within 150 feet of the building. 2. Fire alarm system or fire sprinkle system shall be installed. You next step is to address these comments and submit the necessary revisions. When you resubmit please submit a copy of this letter and a response to the City's comments. If you have any questions, please call (206) 431 -3684 or send an email to bmiles ' ci.tu ila.wa.us. on J. Mi ` s Assistant Planner cc. Dave McPherson, Public Works Don Tomaso, Fire Marshal File (L04- 001)(Chrono File) 3 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431- 3665 E -mail: tukplan @ci.tukwila.wa.us ADMINISTRATIVE DESIGN Rk�� REVIE* ��F T APPLICATION NAME OF PROJECT/DEVELOPMENT: 3 tr..i - 'TltE - 8 ole tzsco�v12Ats T LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. q 1 a S 5a3 9aq S f 37(t a s , ti t s Quarter: Section: Township: Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. AtTN Name: _ f o A -i1T S , INL ? S . AM A-ND, Tzl (fLoS Address: 109 N ?)Srd ' r--t.k U E 98009 Phone: Signature: l.aS ‘c:X) FAX: '{028 - � 28 - (1)89 ° I %/4- Date: /g2-] la 103 FOR STAFF USE ONLY Sierra Type P -BAR Planner: File Number: j_ 011— 00 Application Complete (Date: ) Project File Number: Qe_e" 03 — co i Application Incomplete (Date: ) Other File Numbers: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431- 3665 E -mail: tukplan @ci.tukwila.wa.us ADMINISTRATIVE DESIGN Rk�� REVIE* ��F T APPLICATION NAME OF PROJECT/DEVELOPMENT: 3 tr..i - 'TltE - 8 ole tzsco�v12Ats T LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. q 1 a S 5a3 9aq S f 37(t a s , ti t s Quarter: Section: Township: Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. AtTN Name: _ f o A -i1T S , INL ? S . AM A-ND, Tzl (fLoS Address: 109 N ?)Srd ' r--t.k U E 98009 Phone: Signature: l.aS ‘c:X) FAX: '{028 - � 28 - (1)89 ° I %/4- Date: /g2-] la 103 12/16/2803 18;36 s. 5032933689 CITY OF TUKWILA illoaftstort grCo e,sittltly DeVehipment 63ADSoudiaalter,8oulsuc+. %lwd% WA 98l& r4hone: (20614314670 FAX Qttp 4.11 ,1$55 E -stedh jui nias*, tulentila.wkill 1.1773:b.vrr OF OWNERSHIP AND HOLD ItAlatrigs MerusgrON' TO ENTER PROPERTY VATS W WA9NtNCTON COUNTY OPRt w ICti The g ra< tfreinu &Oen=enduponpathonoee&newt I. non 4m wart comer etc otooatrwLief, btu fabl :to elkat;en 3, All silo>tendconfuted In the opalioagwo tomb= vonntedbeme Ploy Aram sootanamend sorted thebeetgtMmybnat+l p. a, nountOaltankIndeireeabmiaed with myknawkd ge end coneee, 4 located ULU CGk n �trP ee na t, %UN dX ' droa lkrep¢mt @c ,. the purpose oropolleettenteview ff rilw%tMedUme� 14WY d- 1 f _ P '�PP'e0'*aP>c+^Distodva.pmyose. wmhyv p la hold the b Woo A for way the mutt Ccpropony ("Mc City. die prlvtaeptapetp duhrRyreCh m� � gle regl� O. ?Reece dull.atla{tpc lou,woofinge edcadoc without Weld Often, Mho velicetudoes tWvespordtouruig most (et flan on the "Oomph AppTwCion Moldier Veda ninny {9p) mom, 7. ' eavawnmi,ate.Myr gmaile icimectrafacpPaw ttboatmec the appflatubncOwhlrwtndhna > i7AD at_ P m �z aC t.$er io% ), ) oa ' / U tzetn 2 Mire on This asy Mow* lepaard i � N • rtatiptag t1►L� Intro= men reksowledged tboa ha ,iznad am acme r Wet dun smack Q AND SIMIRIiTOBEitORE"lath D14YOA PDX DEV g Y a �Mt into g 3n tae�Weshagttan My Pwnnneeknupiteeen_ U' ►di e 's • 1t kstb aJty emu— fV► (4 N ?.t,� s. �••• (Add") ei2s . fazo. c x;/rf (Phone Itinotnn) (lom) • Inc known ID bathe kellelmtal into tatecated ltre au. end aced kr dta tot* sod pompous mon55axl PAGE 82 clet iv FpnAtti 4 .rN StilP oVi 002 COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). Check items - stubmitted; application Information Required. May be waived in unusual cases, u Wor ks and Planning APPLICATION MATERIALS: NYA N/A N/ 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). 3. One set of all plans reduced to 8 1/2" by 11 ". One complete set of PMTs of the final drawing set will be required prior to final approval. 4. Application Fee $400. 5. SEPA Environmental Checklist if required (see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 6. If the project requires SEPA review a 4' x 4' public notice board will be required on site within 14 days of the Department determining that a complete application has been received (see SEPA Application). PROPERTY INFORMATION: 7. Vicinity Map with site location. 8. Document sewer and water availability if provided by other than the City of Tukwila (for new construction only). PROJECT DESCRIPTION AND ANALYSIS: 9. A written discussion of project consistency with decision criteria. (See Application) 10. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. 11. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). c heck items s ubmi tt ed with g nry�t^ { „� ? , GH !'p`icati n Information C lorks and Required May be. waived. in unusual crise upon npproval�af b oth P ublic Plan 4 SITE PLAN l ✓ 12 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36 ". t✓ (b) Existing and proposed building footprints. ,V (c) Dash in required setback distances from all parcel lot lines. (d) Fire access lanes and turn- arounds per Fire Department standards. ✓ (e) Parking lots with dimensioned stalls and drive aisles. M ),A (f) Loading and service areas. NIA( (g) Fences, rockeries and retaining walls with called out colors and materials. 61 ✓ (h) Street furniture such as benches and bike racks. / ✓ (i) Pedestrian connections between the building entrance(s) and the sidewalk /public street. NIA (j) In MDR and HDR zones provide a development coverage calculation (maximum 50 %). ✓ (k) Show all existing and proposed easements. LANDSCAPE PLAN: / 13 (a) If the landscaping will be altered or the existing landscaping does not meet current standards (TMC 18.52) provide a landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36 ". / ✓ (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN (If the project will affect any sensitive areas): N fp 14 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36 ". l A (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. h( (c) Show all trees over 4" caliper, indicating those to be retained. Qt (d) Existing and proposed building footprints. CIVIL PLANS (If utility or site work is proposed): ✓ / 15 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36 ". ✓ (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion Ch items subm itted with �P I nformation Required. Ma y be waived in unusual cases,; upon approval of bath) ubli Works and Planning calculations to NGVD 1929, if in a flood zone or flood -prone area. / (c) Existing (dashed) and proposed (solid) topography at 2' intervals. ✓ (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. ✓ / (f) Storm drainage design at least 90% complete, which meets the TIR and KCSWDM. Include all storm drainage maintenance access and safety features. Call out total existing and proposed impervious surface in square feet. I (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross - section for any right-of-way improvements. V (j) Show planned access to buildings, driveways, fire access lanes and turn- arounds. OTHER: 16. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and /or any proposed screening. Maximum size 24" x 36 ". 17. Color and materials board accurately representing the proposed project. N I IN 18. A rendering is optional. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). i 19. Luminaire plan including location and type of street and site lighting if any changes to the existing fixtures are proposed. Include proposed fixture cut sheets, site light levels (foot - candles), and measures to shield adjacent properties from glare. 20. All existing and proposed signage with sign designs and locations. - N1k= Nor Ai Ltc.A - CA2.bL. .Urug January 2, 2004 Dear Ms. Lumb: Design Standards Response City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 ATTN: Carol Lumb ftpv EIT & HO CTS, INC., P.S. 10940 E33 PLACE SUITE 202 BELLEVUE, WA 98004 P:425.827.2100 F:425.828.6899 RE: Jack in the Box Conversion — 3742 S. 144th St. Administrative Design Review Response Letter This letter is submitted with the intention of showing that the remodel of the existing fast -food restaurant at the corner of Hwy. 99 and 144th St. complies fully with the City of Tukwila's Administrative Design Review requirements as well as to the recommendations in the Tukwila International Boulevard Design Manual (TIBDM). Our goal is to create a Jack in the Box that improves the aesthetics, organization, and safety of this corner, while maintaining a harmony with adjacent sites. Site Design Understanding that an easily navigated site is crucial to traffic flow we have created a landscape island that discourages traffic from attempting to enter the drive thru from the 144th St. entrance, and instead encourages one to circle in front of the building. This creates a smoother flow and less confusion about how one is meant to enter the drive thru lane. This is enhanced by new directional signage. Existing parking along S. 144th St. was removed to accommodate the new street improvements and the 5' landscaping requirements. This removes parking stalls that block the line of site from the street to the building thereby increase surveillance opportunities; it also puts all parking next to the building which will enhance pedestrian safet(By sharing parking with the adjoining shopping area we ensure that this minimization of the amount of space devoted to parking will still comply with the planning department's requirements of 1 stall per 50 square feet of usable space The relationship of this building to the street front is also enhanced by the new entry facing Hwy. 99. This entry cilitates pedestrian entry from the street, and from transit stops. By orienting this entry with the highway, surveillance opportunities are increased, which also increases pedestrian safety. Visual continuity with adjacent sites is assured by maintaining the current building's location and traffic circulation. However, as none of the surrounding properties have been recently upgraded, and many appear to need improvements soon, we are creating a site design and architectural model that improves to visual quality of the Tukwila International Boulevard, acknowledges the importance of placement of the site at a major street corner, and modernizes the architectural quality. These improvements should encourage emulation by surrounding businesses. Page 1 of 1 Tukwila Response January 2, 2004 Design Standards Response Page 2 of 2 Throughout the planning of this site pedestrian safety has been taken to the highest consideration. Pedestrian safety while accessing the front entry and the second entry facing the parking lot is assured through the following methods: • Safe pedestrian access - Creating direct paths of travel from the corner of the street to the front entrance encourges pedestrian traffic. The paths of travel are clearly marked and made of concrete rather than �t , gyp altt to differentiate the materials, minimizing conflicts between pedestrians and vehicular traffic. These paths are ADA compliant. • Increased site lighting - Adding three street lamps and increasing the total lumens on the ground throughout the site have also improved the safety of this site. Several building attached lights have also been added, increasing the lighting in doorways and around the entire building. The average lumen level for this site is 7.73 lumens, which exceeds the minimum of recommendation in the TIBDM of 2 lumens. • Increased surveillance opportunities - By changing the location of one of the entrances to have it facing Hwy. 99, we have increased the surveillance opportunities of this entrance, thereby making it visually safer, and easier for pedestrians to access. By adding windows surveillance opportunities are increased from inside the building • Landscaping — Thoughtful plant choices and irrigation ensure that the site will be easy to maintain and, over the long term, ensure pedestrian safety by always ensuring site surveillance. • Materials - By using stucco (exterior plaster cement) on the exterior of the building and highly durable pedestrian amenities, the building and the site will be durable and easy to maintain. As there is currently little to no landscaping or natural features to the current site, the addition of a landscaping island, perimeter landscaping, and increasing of the quantity of landscaping near the building will vastly improve the site aesthetics. This landscaping will also provide a smooth visual transition from the new street improvements to the newly remodeled restaurant. By adding a bike rack to the site that sits at the front of the restaurant and facilitates easy access to both entrances, we are enhancing the overall pedestrian environment of the site. Improving circulation also enhances pedestrian safety. By changing the entrance from directly in front of the drive thru lane to the front of the store pedestrian and vehicular conflict is minimized. Paved pedestrian walkways connect the building to the corner, and to Hwy. 99. They are well marked and use material changes (asphalt to concrete) to show clearly to vehicular traffic that a cross walk is there. Pedestrian traffic from nearby transit stops is encouraged by proximity of this path to the corner crosswalks. Building Design As stated above, none of the adjacent properties hav- = Gently upgraded, and many appear to need improvements soon. We are creating an architectu • - , at improves the visual quality of the Tukwila International Boulevard, acknowledges the importance of placement of the site at a major street corner, and modernizes the architectural quality. However, the use of horiontal elements such as long stretches of storefront glazing, a horizontal band at the top of the building, and an overall horizontal/ low profile of building helps maintain visual continuity with adjacent sites. Visual interest has been added to the building by using the addition of towers at the main entrances and drive thru window. These towers reduce the visual bulk of a building and increase the visibility of the building from the intersection, thereby making the building into a distinctive landmark. By reusing the existing pole sign and having one building mounted sign, a distinctive image is conveyed, and the visual impact of the building is enhanced. The awnings over the windows provide weather protection for pedestrians as well as adding an aesthetically interesting facade modulation that adds a human scale to the building that is in proportion to the rest of the building's mass and scale. Exterior lighting is added under each awning. This hides the lights from view while increasing the overall site lighting, thereby increasing pedestrian safety. These lights also enhance the nighttime appreciation of the buildings architectural detailing and elements. Tukwila Response January 2, 2004 The use of stucco as the exterior finish ensures an attractive facade for many, many years to come. Careful attention has been paid to detailing, and is called out in the construction documents to ensure that water is meticulously controlled and prevented from destroying this hearty material. This will ensure that the building is protected from the Northwest weather and that it will be easily maintained over the long -term. By having windows along over half of the front and side exteriors, a pedestrian friendly facade is created which invites clients to enter this modem, clean cut, and dynamic building. Where the building fronts S. 144th street there is a fairly long expanse of wall behind the drive thru. There will be a planting bed here that will break up the monotony of this wall, screen the electrical board, and enhanc a overall appearance from the intersection. The electrical board will be painted to match the building's exterio T restaurant's appearance is al o enhanced by the compete enclosure of all mechanical equipment on t e building's roof behind tall parapet walls. Landscaping By mimicking the stree improvement landscaping plans by using similar materials a smooth transition from street landscaping to private landscaping will add to a positive aesthetic. The flow of pedestrian traffic is made visually clearer by lining pedestrian walks with plant beds. By screening the trash enclosures and utility boxes with plantings the building's more positive architectural details are enchanced. As only hardy plant material that is tolerant of local climate conditions is used the landscaping will be easier to maintain over the long term. As there is little to no existing landscaping this significant addition of plant material will greatly enhance the aesthetics of this street corner. Signage The one building mounted sign is prominently displayed on the building tower above the drive -thru lane that is most clearly visible from the street corner. The scale of this sign is appropriate for the overall scale of the building while the colors are repeated in the awnings and pole sign. Several directional signs throughout the site are provided to direct traffic around the building and through the drive -thru lane in the most logical manner. The street number is prominently displayed on the front facade of the building as to be easily seen from the street. One pole sign will be located in the same location as the existing pole sign. Both signs are lit from within so that the white lettering will be visible at night. These lights, however, shine no light onto adjacent roads or properties. The signs are made of an embossed Lexan face and sheet metal cabinet that have proven to be highly durable and attractive at other Jack in the Box locations. In summary, through transitioning this existing restaurant into a Jack in the Box restaurant the City of Tukwila and the Tukwila International Boulevard will have improved pedestrian safety and aesthetic appeal. The addition of this vastly improved building to the streetscape will encourage the revitalization of this community. We feel we have addressed all the concerns of the design review process, but look forward to hearing any comments that might occur. Thank you for your assistance and input. Sincerely, Freiheit & Ho Architects, Inc. P.S. Amanda Riggs Architectural Designer Design Standards Response Page 3 of 3 Yahoo! Maps and Driving Dire,►ns Yahoo! My Yahoo! Mail Irt - ethoca I Maps Yahoo! Maps Backto_Map * 3742 S 144th St Tukwila, WA 98168 -6024 yAH+v t 1S4th St S S14 0903 Yahoo! bc.,_ Sign In New User? Sign Up V 1 CG u w1 N1 Ac? Search th�web ° Ma vk s 0 at ifl T o wi S 150th St 1 32$I3 N4vivetkm T*elrroiraita TE When using any driving directions or map, it's a good idea to do a reality check and make sure the road still exists, watch out for construction, and follow all traffic safety precautions. This is only to be used as an aid in planning. Copyright © 2003 Yahoo! Inc. All rights reserved. Privacy Policy - Terms of Service - Copyright Policy - Yahoo! Maps Terms of Use - Help - Ad Feedback Page 1 of 1 http: // maps. yahoo. com /pmaps? name=& ed= YtlVZep_ OTg2ZrFfGmHhnf3OKyWuxcdPyu7gq ... 12/2/03 - Owner information , ... � Agent/C rrt Per onta 'Pets , 1 A �t +b ?t Name: Name: . Address: Address: 10100 Ng 03120 PL • *zoa. Phone: �kl Phone: 1 7 a.voo 01 C4as)5'a8 ° {,, 9`7 Part A , • CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206 -433 -0179 Planning Division: 206 -431 -3670 be :completed by applicant CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district 4' 60 O Site address (attach map and legal description showing hydrant location and size of main): 3 -a 5 14H St. , i v tArtla_ WA This certificate is for the purposes of: ❑ Residential Building Permit ® Commercial /Industrial Building Permit ❑ Rezone Owner /Agent Signature \applications \water availability (7 -2003) Printed: 9 -16 -03 ❑ Preliminary Plat e s,completed ;try water utilityt'distnc 1. The proposed project is within TA- 1 t 2. !MVO - improvements required. I hereby certify that the above information is true and correct. k c o, w ► bts rte' Agen one vtx, - js"47 PERMIT NO.: ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is ft. Area is served by (Water Utility District): W pc' ' 914" !ao . ta5 Date (City /County) 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provid,� and will be available at the site with a flow of Z., 00a gpm at 20 psi residual for a duration of 2 hours at a velocity of M fps as documented by the attached calculations. 5. Water availability: Ilk Acceptable service can be provided to this project A Lilt re-- h as A SCO-Vrce .,Acceptable service cannot be provided to this proje unless the improvements in Item B -2 are met. ❑ System is not capable of providing service to this project. 12 -& Date Part A: (To Purpose of Certificate: Building ❑ Short Subdivision Be Completed by Applicant) Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi-Family ❑ Other Applicants Name: IJ k _I N _ X Phone: Oar _ gav _a j0 U Property Addre S or Approximat Location: Tax Lot Number: a s 144 ST 15a 30q -` i C i$ Legal Description(Attach S EE Part B: (To 1. C a. Sewer Map and Legal Description if necessary): bAG‘-‘ Be Completed by Sewer Agency) // Service will be provided by side sewer connection only to an e� isting (o size sewer 6 k/ - feet - from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer ❑ ❑ ❑ service will require an improvement to the sewer system of: (1) feet of sewer trunk or lateral to reach the site; and /or (2) the construction of a collection system on the site; and /or (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject a. District GFC: King to the following: PERMIT: $ O 0 . �0 Connection Charges due prior to connection: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) County/METRO Capacity Charge: Currently, $1826.04 /residential equivalent, will be billed directly by notice.) b. Easements: c. Other: King County after conne to the sewer system. (Subject to change by King Co/Metro without ❑ Requiregl ❑ May be Required 6 re rrSe. -1 - --t (( a s per - Tv‘ k c A0, Sp C . re4.6 . ondNat. sr� By S , , 1frf. Title 1 14816 Milltar,iad South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 Date CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY ❑ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. /2 • 2 , 03 Account Number 152304929507 'Record Record 1 Legal Description 152304 295PORTION OF SE 1/4 OF SW 1/4 -BEGIN OF N LINE OFS 20 FT WITH WLY R/W LINE INTSN Account Number 152304929507 'Record Number _ 2 Legal Description OF PACIFIC HIGHWAY SOUTHTH N 20 -13 -20 E 138.16 FTTO N LINE OF S 151.54 FTOF SE 1/4 OF SW 1/4 MEAS Account Number 152304929507 Record Number 3 Legal Description ALONG WEST LINETH N 87 -35 -33 W 184.27 FTTO OF W 359.70 FTAS MEASURED ALONG S LINE E LINE Account Number 152304929507 Record Number 4 Legal Description TH S 02 -14 -27 W 131.54 FTTO N LINE OF SAID S 20 S 87 -35-33 E 141.62 FTTO POB LESS PORTION FOR FTTH Account Number 152304929507 _ _ Record Number 5 Legal Description STATE HIGHWAY r ial Description Records: Vertical Parking /Roadway; Light VPR Series 6" Extended Pole Mount The VPR Series fixture features a 70' main beam. Inside the housing, the lamp is tilted 20' from vertical toward the house -side of the fixture. The Vertical Parking/Roadway is ideal for use in wide roadway areas and large parking areas. It provides low nadir candlepower and great lateral distribution. One Size: 22' square x 9.25' deep (559 x 235 mm) tl•� �a>f ,. mslrfal he 00 Waft*. Candlepower Distribution Curve of 400W MH Vertical Parking/Roadway Light. 1201W e0 10' 10 20 0 20 40 60 60 1 W 120 iu:i .....:....-.;...... _.�.. ... .. . .... .._ _ ._:..... 1..... 12.2 g la 12'� 132 1 4P 163 eP 4 � , 24A 100 305 See 325 NA 163 122 11 Om 11 122 103 21.1 305 366 Isofootcandle plot of one 1000W MH Vertical Parking/Roadway Light at 25' (7.6 m) mounting height, 0' tilt above horizontal. 120100 eP e0 40 20 0 20 40 OP eP 100120 140 42.7 120 � See 100 .........._;.__.._..i...... �'AZ 305 eP 60 40 20 v 20 40' eP r _ _ _._ 24.4 i ov i t I 305 See 325 714 113 122 It em 11 122 103 244 315 361 Isofootcandle plot of one 400W MH Vertical Parkng/Roadway Lights at 30' (9.1 m) mounting height, 0' tilt above horizontal. 1201W 80 GC 40 20' 0 20 40 60 00 100120 140 . . . . . . 421 Isofootcandle plot of one 400W HPS Vertical Parking/Roadway Lights at 30' (9.1 m) mounting height, 0' tilt above horizontal. 244 163 122 4 . 1 Om 0 . 1 12.2 133 361 303 21.4 113 122 e.1 Om e. err 24.4 too 30.5 366 305 214 163 122 It Om 61 122163 24.4 305 366 VPR Sere, _ rder Information Housing Wattage / Catalog Size (sq.) Lamp Number 22' 250W PSMH VPR'6925 -M 22' 320W PSMH VPR•6932 -M 22' 400WPSMH VPR'6940 -M Mounting Code (Insert Code at • In Catalog I) 1 =1 -1/2' Close Pole Mount 2 = 6' Extended Pole Mount W = Wall Mount 8 = Without Mounting (hardware) (factory-drilled) 22' 750W PSMH VPR— —675 -M 22' 1o00W PSMH VPR`699 -M 22' 250W MH VPR'492 -M 27 ' 400W MH VPR'494 -M 22' 1000W MH VPR -M 22' 250W HPS VPR -M 22' 400W HPS VPR'594 -M Reduced ernelope lamp. ED28 for 400W PSMH and 400W MH; BT37 for 1000W PSMH & MH. Options: (Factory- Installed) Description 277V Reactor Ballast (rsa&u ony) 480V ballast Tri -volt ballast (Canada only) Single Fuse (277V Reactor, 120V, 277V or 347V) Dual Fuse (208V, 240V or 480V) NOTE: When using multiple 22' sq. housings at 90 configuration, a special 12' arm is required See page 148 Change Add After Suffix To Suffix 27 5 T 27,1,2or6 F 3,4or5 F Quartz Standby (delay - relay type) (includes 100W 0 tamp) (n/a 277V Reactor) Q Button Photocell 27, 1, 2, 3, 4 or 6 P NOTE n/a on 1000W w/120V; all 480V External Photocell (Factory- installed) (Page 131) For fixtures w /1000W,120V 1 P For fixtures w /480V 5 P C 2- Level available — consult factory Accessory (Field- installed) Catalog Number Backlight Shield SBL -22 Mountings Page 114 Catalog Number LogicNoltage Suffix Key Page 113 Optical Systems Pages 103 -105 Accessories Page 131 Mounting Alternatives Pages 148 -149 Mounting Brackets Pages 150 -151 Poles Pages 152 -155 4 (102 mm) Cutaway view of a 1000W MH Vertical Parking/Roadway light, showing the lamp positioned 20' from vertical and the main beam directed 70' from nadir. 4' sq. x 2.5' H (102 mm x 64 mm) cast aluminum, gasketed box supplied on 1000W MH and 250 -400W HPS fixtures. CD The 12' SE5 Series photometric data was developed in testing Ruud fixtures with clear, 100W HPS 9,500 lumen medium base lamps. Footcandie readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 100W MH 0.95 150W HPS 1.68 35W HPS 0.56 The 8' SE5 Series photometric data was developed in testing Ruud fixtures with clear, 50W HPS 4,000 Iwnen medium base lamps. Footcandle readings for other wattages and lamp types may be obtained by multiplying the chart values by the following: Lamp/Wattages Multiplier 50W MH 0.85 70W MH 1.38 35W HPS 0.56 70W HPS 1.63 V Z V J The optics provide good lateral distribution and aesthetically appealing wall brightness. ma. 16, Wi k 0 11: PAC VI Candlepower Distribution Curve of 50W HPS 8' Up /Down Cutoff Light. a 8 2 3 0 4 =Al in ..a3e.. rrarenC nia•e... e qu� egr.. ■e. .1.... OREM memessomme r w p4u �.uia. iu. Vii.. r4 .p a. 1111•111111110110011 au .........x ......H.. 11110110111101.1101•1011 MMMMMM ZQi iuiva.st i t5 a.H...a.NaI.N.N....sl..a 0 1 2 3 4 Distance In Units of Moan ng Height Isofootcandle plot of one 50W HPS 8' Up/Down Cutoff Light at 10' (3.0 m) mounting height (plan view). s `r4Ci , ' 1000 `` , 2000 _-. Candlepower Distribution Curve of 100W HPS 12' Up/Down Cutoff Light x 1 L 2 E. 3 4 0 2 3 8'0 203 mm) 12'0 305 mm) 4 Distance In Units of Mooning Height Isofootcandle plot of one 100W HPS 12' Up /Down Cutoff Light at 15' (4.6 m) mounting height (plan view). 8'04.10 (104 mm) 3.10 12'0 5.00 (127 mm) 0.25' (79 mm) (6 mm)-{1 S SE Serie Information Housing Size (sq.) 12' Wattage/ Lamp Type 150W PSMH 8' 50W MH 8' 70W MH 12' 100W MH 8' 35W HPS 8' 50W HPS 8' 70W HPS 12' 100W HPS 12' 150W HPS 12' 26W Fluorescent 12' 32W Fluorescent 12' 42W Fluorescent 12' 57W Fluorescent Options: (Factory- installed) Description 277V Reactor Ballast (150W PSMH only) Magnetic Ballast (26W fluorescent only) Height 7'(2.1 m) 8' (2.4 m) 9' (2.7 m) 10'(3.0 m) 12'(3.7 m) 15'(4.6 m) 20' (6.1 m) Multiplier 2.04 1.56 1.23 1.00 0.69 0.44 0.25 Catalog Number Mounting Position SE5615 -M Any SE5405 -D Any SE5407 -D Any SE5410 -D Any SE5503 -1 Any SE5505 -1 Any SE5507 -1 Any SE5510 -M Any SE5515 -M Any SE5226 -UL Any SE5232 -UL Any SE5242 -UL Any SE5257 -UL Any Change Add Atter Suffix To Suffix 27 1 or 2 120V Reactor ballast (100 -150W HPS 12 housing only) 1 Single -voll ballast (277V, 208V or 240V) 2, 3 or 4 (35 -50W HPS only ) Ouad -volt ballast (70W HPS only) M Quad -volt ballast (50 -100W MH) M Electronic ballast (347V) (Fluorescent only) 6L (Canada only) Tri -volt ballast (70 & 100W MH, 100 & 150W HPS only) T (Canada only) Single Fuse (277V Reactor, 120V, 277V or 347V) 27, 1, 2 or 6 F or LF Dual Fuse (208V or 240V) 3 or 4 F or LF (F= Magnetic Ballast, LF = Electronic Ballast) Photocell (2m Rana 12ov, env, 2oev, 24ov or 347V) 27,1, 2, 3, 4 or 6 P or LP (P = Magnetic Ballast, LP = Electronic Ballast) High Power Factor ballast H NOTE: For 8' fixtures only except 50W MH & 50-70W HPS with 347V Tamperproof Lens Fasteners J Quartz Standby (8': non- delay-relay:17: lay) (indudes 100W Q law) Q (rVa 277V Reactor) NOTE: Quartz and Fuse options are not available together, in 8' square housing Accessory: Description Catalog Number Tamperproof Screwdriver TPS -1 Catalog Number Logic/Voltage Suffix Key Page 11 Accessories Page 39 S' Square Mounting Multipliers 12' Square Mounting Multipliers Height 8' (2.4 m) 10' (3.0 m) 12' (3.7 m) 15'(4.6 m) 20'(6.1 m) 25'(7.6 m) Multiplier 3.52 2.25 1.56 1.00 0.56 0.36 Jack in the Box, Tukwila, WA Pedestrian Amenities Seating Bike Rack Nair Trash and Snuffer R U U D LIGHTING 500.7]•7000 USA C..... O .Wp.<Mn> 0 00.473. 173. CAN Mo ' ,, °°"` °'"ro OT Project KO 3 � fldnants vc\Cw...1\M0E.OVa7Wb-6MSOBASa .....M •••• Ns YAMTA.EO IOOIOANptES SNOW AT CAW molls a — ...11 a 4.01 •0.• Pm... ma..• S — W s. r r a.S..a.i .M 1..1•.. MK . —sera ..n.. 01.1.2.1 only N..a.74aW.. sow liwM. a n. N.. ••••• 1 • ...sr sr wir .e.. • e•=1 W Lent... dater ......ia.. h. .. Y _ LN L7 ^ _ 7 M w.1T. =..ew r. w MA*. ••••• YM► 4..sv... = ©CI= L'7. ©.'7 k;TIMM MIMSILIMM CE-111 L "VPR1499 -MBK" "FRONT" .. NW POLO LET SO WJS MAPCO COOS NW .OIOK 110lMTPAS MOLL . 00 NO CA 7141K 1101.115 MOO • IN NO XS MOM MAW NOWT . M NO SE5410 —DWH& 100W MH 1u•111a. 7a.4... *Oct N 7.eJ.c1. 077 5.N. 101. M. SE3 Cc 714E TMN) 34100 1100 3040 0$ . OmpOs. 0.150 N IA$$ -11OIf QOM W 0.150 00500 -05 100M W E4407 -00110 W 10[ M K.S2YT81 33.A3 .135 SOON( 01W. Y 00. 7@100 16T . 0 5C010a. 110.0 (ALL MOWS) 'SIDE" WALL r . 30 SITE PHOTOMETRIC PLA , i W 111* MW 015 RO1 a M7T1 011111 1.* Y the lc east. data ldT1 N0 0. 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E Iii Q I ■ l '' F REIHEIT & HO , -.:.� A RCHITECTS, INC., P.S. �� Y N , e.nen.s wpwieuri t tap. lopirago ig id I R a ��.�.. - BBB CBS 4889 nnmmulllll _1 311103H3S HS "• r+, �� •r: A � I f r a� r z i r R w DDDD ®9® i 3 t l R Nis. fii € I �� 1 ; r n1 l 10l FREIHE & HO .�_ _ ��IJ�jARCHITECTS , INC., P.S. y YNr WOO 211 a$ rR • • { • 1 { { • a ss ?As 2889 ci a. ! � N :;:c9H1 a � ` V; 1 1 r DDD'I'* f rill 1 R i 1 1 1 II� t �lt l r 1 lint !1 I: F 1 J �� REIHEIT & HO __� h A RCHI TECTS, INC., P.S. r ' ® ® ® ® ® ® ® ® ® ® ®0 III1,I11II11; EEE $ 111 !!1t I II I ® ®® ®® ® ®® ® ® ® ® ®® ® ® ® ®® 00 ®0 ®® ® ®00 �IftI IjFEEIE! ! ig1 li g �i� {i� id , s , : E �i 1Eie� y+icl�R d6 ! ! .!,; b 1r�e�sa�1 ��i ;e 1 pi A A t �� � Iii; EE1Ea 5 a is ��F ; ; 1 ': F I e • J I. JAN 0 7 2004 b�E oPy;FWr SITE PLAN SCALE: 1" = 30' -0" SOUTH 144TH STREET a M O N O O O O O a U M O N CC cc w C7 0 CC NORTH KEY Al D/F INTERNALLY ILWMINATED POLE SIGN. 8' -0” X 8' -0" CABINET @ 22' -0" OVERALL HEIGHT. 0 S/F INTERNALLY ILLUMINED WALL SIGN. 5' -0" X 5' -0" CABINET ('JACK IN THE BOX"). @ S/F INTERNALLY ILLUMNATED PREVIEW BOARD. 4' -0" X 8' -0" CABINET @ 5' -8" OVERALL HEIGHT. C2 S/F INTERNALLY ILLUMNATED SPEAKER STATION. 4' -0" X 8' -0" CABINET @ 5' -8° OVERALL HEIGHT. 0 D/F INTERNALLY ILWMINATED DIRECTIONAL SIGN.1' -8" X 1' -8" CABINET @ 4' -0' O.A.HT. ( "DRIVE- THRU'). D2 D/F INTERNALLY ILWMINATED DIRECTIONAL SIGN.1' -8° X 1' -8" CABINET @ 4' -0" O.A.HT. ('7HANK YOU/ DO NOT ENTER"). E1 S/F NON- ILLUMINATED HEIGHT DETECTOR. (SIGN PERMIT NOT REQUIRED). 22' -0" OVERALL HEIGHT c) - ni o a m a— M v C) —1 -< 7c as O O rn rn cn cn = 77 r v m cn 0o �ov m co - z p r _ 9 77 Y nn O N m m 8' -0" CABINET criR CALIFORNIA NEON PRODUCTS 4530 Mission Gorge Place San Diego, CA 92120 Telephone: (619) 283 -2191 Fax: (619) 283 -9503 ©2003 CNP The original concepts and/or Illustrations contained In this document/design are the exclusive property of California Neon Products (CNP). Disclosure or reproduction of this design, In any manner or medium without authorized and written consent of CNP is expressly forbidden. S. PROJECT JACK IN THE BOX #8365 LDDAnoN TUKWILA, WA ACCT. REE DONNA GETTEMEIER APPROVAL DESIGNER ANDY WRIGHT DATE DWG # 03 -491 m# 00000 I " 12 -17 -03 SHEET 2 of 8 SCALE NOTED REVISIONS IF I 9 0 m rn r m cn r' CALIFORNIA NEON PRODUCTS 4530 Mission Gorge Place San Diego, CA 92120 Telephone: (619) 283 -2191 Fax: (619) 283 -9503 ©2003 CNP The original concepts and/or Illustration contained In this document /design are the exclusive properly of California Neon Products (CNP). Disclosure or reproduction of this design, in any manner or medium without authorized and written consent of CNP Is expressly forbidden. ACCT. REP. DONNA GETTEMEIER APPROVAL 0 0 0 0 NY PROJECT JACK IN THE BOX #8365 WCAT:" TUKWILA, WA DESIGNER TROY UNGER OATS Dws• 03 -491 ,DS+ 00000 j DATE 12 -17 -03 SHEET 3 of 8 Grp NOTED REVISIONS R1 12 -17 -03 J S. rn m II m C,, m I rn a z cnp CALIFORNIA NEON PRODUCTS 4530 Mission Gorge Place San Diego, CA 92120 Telephone: (619) 283 -2191 Fax: (619) 283 -9503 ©2003 CNP The original concepts and/or Illustrations contained In this document /design are the exclusive property of California Neon Products (CNP). Disclosure or reproduction of this design, In any manner or medium without authorized and written consent of CNP is expressly forbidden. PROJECT • JACK IN THE BOX #8365 lncnnoN TUKWILA, WA AD`S RE' DONNA GETTEMEIER APPROVAL DESIGNER TROY UNGER DATE DWG* 03 -491 r 00000 ' SHEET 4 of 8 SCALE NOTED REVISIONS R1 12 -17 -03 of t DISPLAY SPECIFICATIONS: INTERNALLY ILLUMINATED EXTRUDED ALUMINUM WALL SIGN W/FORMED POIYCARBONATE SIGN FACE. CABINET & RETAINERS FAINTED J.I.B. RED. FLUORESCENT LAMP ILLUMINATION. FACE COLORS AS PER BELOW: BACKGROUND - PAINTED J.I.B. RED LETTERS - PAINTED WHITE L 5' X 5' S/F TRIMLESS BUILDING DISPLAY RECE' 0 B 1 SCALE: 3/4" = 1' -0" /JAN 0 7 2004 brit AEZT EXTRUDED ALUMINUM CABINET 1" BKGD. 3/4' LTRS. EXISTING BUILDING WALL (MATERIAL and THICKNESS MAY VARY) END VIEW PROVIDEU.L LISTED ELECTRICAL DISCONNECT SWITCH o 0 0 o 0 ri N O O O O s M O N- z a U COMMUNITY DEVELOPMENT I U, z a U O U- C O S/F PREVIEW BOARD 1 SCALE: 1/2" = 1-0" RECEIVED I JAI 0 7 2004' • TOP VIEW 8' -0" OVERALL WIDTH La(r6rr1'e Sx +1 w...... ... A'! ! •F 6lf� G n'N 3 y'f - ray`f '....7.:x 4 s +� ELEVATION (FRONT) SIZE: 4' -0" x 8' -0" x 5' -8" (GRADE TO TOP) MATERIALS: FACE: U.V. POLYCARBONATE OVER JIB MENU GRIDS CABINET: EXTRUDED ALUMINUM SUPPORT: SQUARE TUBE STEEL ILLUMINATION: FLUORESCENT COLORS: CABINET: JIB BLACK SUPPORT: JIB BLACK FORMED BASE COVER ANCHOR BOLT FOOTING BY G.C. 7" DR CAB. ELEVATION (SIDE) • TOP VIEW WIC CPS I" �d xi 4, I.-... ,...... >a. t.".,. ` 1 +no«tr 4, •••‘0 1 .- ... , ) 4, r 0F. M.. 11At1 Y".. 14.0 r ITS.- t + ►w tr4 e r'.v' • 11 .411. . • .''1 SAS iM1hCd 14.4 In 44 ELEVATION (FRONT) S/F SPEAKER STATION C2 SCALE: 1/2" = 1' -0" 8' -0" OVERALL WIDTH SIZE: 4' -0" x 8' -0° x 5' -8" (GRADE TO TOP) MATERIALS: FACE: U.V. POLYCARBONATE OVER JIB MENU GRIDS CABINET: EXTRUDED ALUMINUM SUPPORT: SQUARE TUBE STEEL ILLUMINATION: FLUORESCENT COLORS: CABINET: JIB BLACK SUPPORT: JIB BLACK FORMED BASE COVER ANCHOR BOLT FOOTING BY G.C. 7" DR. CAB. ELEVATION (SIDE) CO O CO s 0 IJJ I--- O C+) O ti N O O O O • a U CD 0 N 0 C) 0 LL z 0 w z z re 0 J U REcE /JAN 7 2004 DAM, M SCALE: 3/4" = 1' -0" m D/F DIRECTIONAL SIGN LAYOUT 1' -8" CABINET 1' -4" CABINET FORMED FACE (TYPICAL). RADIUS OUTLINE INDICATES FORMED EDGE 3' SQUARE TUBE ELECTRICAL BOX THANK YOU SIDE `B" SIDE 'A" CABINET FORMED FACE (TYPICAL)- RADIUS OUTLINE INDICATES FORMED EDGE 3' SQUARE TUBE ELECTRICAL BOX END VIEW MATERIALS: SIGN FACE: U.V. POLYCARBONATE WITH FORMED PAN AND APPLIED GRAPHICS CABINET: EXTRUDED ALUMINUM POLE: STRUCTURAL STEEL SQ. TUBE COLORS: SIGN FACE (FIELD): WHITE LETTERS: FIRST - SURFACE APPLIED JIB RED (3M VQ 9406) SIGN CABINET: JIB BLACK POLE: JIB BLACK ILLUMINATION: FLUORESCENT I C) a 0 M O ti E a U 0 o, LL 0 a z Lu Q �N z �a o ° U- y `c J U ' 4 ;I RECE IJAN 07 2004' 10" PANEL —� Z 0 1' I c t C A U T T 0 N 2' -0" II / � /i 9' CLEARANCE RED REFLECTIVE COPY ON WHITE BKGD. �-( DETAIL SHEET 2) 4— 3" X 3" X .250" THK. I T.S. SUPPORT 4— SIGN PANEL W/ RED REFLECTIVE COPY ON WHITE BKGD. 9 C") N w Z 2 1' -8" 1' -10" CENTER OF POLE TO FACE OF CURB E1 HEIGHT DETECTOR SCALE: 1/2" = 3" H X 1' DP. BLACK STEEL TUBE. 7' -6" FORMED BASE COVER 9 "x 9 "x 1/2" BASE PLATE (SEE DETAIL) (5) #6's VERTICAL & #3 TIES @ 4" O.C. Bal. 12" O.C. FOOTING & ANCHOR BOLTS PROVIDED BY G.C. FOR NEW CONSTRUCTION 7' -0" 3' -6" 3' -0° PANEL 3" DIAM.'ALUMINUM PIPE PAINTED JIB RED 1' 8" x 4' -0" CONCRETE FOOTING WITH (4) 5/8" x 18" x 3" ANCHOR BOLTS C M A MOUNTING CHAIN W/ EYE-BOLTS INSTALLER TO ADJUST HEIGHT OF CLEARANCE SIGN TO MATCH DRIVE -THRU FASCIA DRIVE -THRU GRADE ACCESS HOLE TO 1/4" NYLOCK NUT @ MOUNTING CHAIN • w 0 M N a U I -- CD LU w w w w LU 0 0 i, n 11 _� 11L 11 � 11 =11 11 =11 ETCHER ROOM NAME rn 128 INTERIOR FINISHES 100 ITERS SUPUED BY OWNER 3 0 LEGEND & ABBREVIATIONS ALSO REFER TO LEGEND & ABBREVIATIONS ON CIVIL SITE, PLUMBING, MECHANICAL ELECTRICAL & KITCHEN DRAWINGS - & AIR O.T. ' QUARRY TEE AT ANCHOR BOLT RADA (R) RADLIS REIEORCELEKr A B H* L INSTITUTE REIF.. ACOUSTIC CELNC PAWL S.C. AIERCNNS IN DISA6UIES ACT SOED. AIXES�t' !1Y OIOE11ES sin. ABOVE FINISH FLOOR S ALUMINA Si AMENGN4 PLYEOOD ASSOCIATION 9S ABRASIVE QUART RE 5) ARNITECTuRAL SO. ACRICAN FOR TESTING so. N. ROCJOIC SG R eOLRdRY NAL S L STRVCt SAL INDICATES SHEARWALL LOCATIONS THERE NO CONDUIT OR PIPING WILL BE PERMITTED TO PENETRATE SILL OR TOP PLATE. SEE PUNS FOR ADDITIONAL NOTES. BATT INSULATION NOD INSULATION GYPSUM BOARD CERAMIC AND QUARRY T1LE PL CONCRETE MASONRY ASPHALTIC CONCRETE PAVING EARTH GRADE SAND BASE ROOM NUMBER EXTERIOR MATERIAL / FINISH EXTERIOR COLOR 2 INTERIOR ELEVATION O . DOOR SYMBOL O SHEARWALL / ANCHOR BOLT SYMBOL. FOOTING SYMBOL DETAIL NUMBER SHEET NUMBER BLDG. SECTION NUMBER SHEET NUMBER REVISION SYMBOL ELEVATON/DATUM MARK A ADAAG AFF. ALUM. A.O.T. A.P.A. ARIL A.T.M. S arc Ln.L BOTTOM OF JosT BIR BUILT W ROOFING BOTT. W (B) BOTTOM GILL D CM.U. CCL Raul. Coat JT. Oat CONTR. Coup NEIL MN. WALL SECTION NUMBER / ELEV. NO. YPiI SHEET NUMBER up ' S ' COLOUR CORER LIE CEMENTITIOUS C I(TR L JOINT (COLD M CL MACHETE MASTRY MINT Calm CONECICM Cos .OFT CONTINU R AR COMPACTED DD) CERAMIC TEE • DBL. DCDER1 DEG CR • DEGREE MA OR • MIAMI D AG. MAGONA • rn (s) EC. ELECTRICAL CONTRACTOR E.E. EACH FACE EL DEVATOIl EN. EDGE NAL E.O.C. EDGE Cr OWNER / EDGE Cr ED CR - [LOIN. Wawa ES EACH SEE DP. EIPANSIO) ESL FF. F.C. FIR FN. F.08 F.O.J. FOAL nu/CATION FIRMED ROW FLOAT GLASS FEED NL FACE CF 801 FAO: OF JOST FACE OF mASORY FATE a POST FACE OF STUD FRIERQA55 RDNFOLCFD PAWL FLDOR SINK F.O.S. FR?. FT. FIG EA. GNIOE (GACEI C8 GYPAN BNoAwRmO GC. WARN. CONTRACTOR CALK GNVANNED GL GAVAMTED RoN GTR DUE- LmiNATED BEAM H E IRE GRAN HOR HEADER HARINIARE Hot. HANGER 1100. OR (HT) HETCHT HAL 110110N META 11CIL OR (H) HO lZw& ILS6 Rom STREWN BOLT OCII IFO. NFORMAINN `. NV. INVERTED Jr. OR (JUT.)) JOINT JIB 0R (A10) APR In the RR Inn ,61. JOIST L of (6) was - IG LORD MALI MATERIAL MAIL MA0IE BOLT IRS CMAI MEIM IEE E FO R 4 15 MWQ* PNaBOA01 SYSTEM ass. MAN SNITCH BOARD ■11 - METAL NO. OR (A) MARIS ILLS - NOT 10 SCJLE Et .. ON CENTER CCNIRACTOR INSTALLED '. P.G PLUMBIC CONTRACTOR P. LAM PLASTIC EMANATE 0R PURITAN (BEAR) FL PlAiE I .PROPERTY LIE MTV. PLYWOOD PSF. "PONDS PER 91 FOOT Pa POUNDS PER so. NOM SAW - IT I�IIT SOFDILE 51EFT swat SHEET TELL REST META SOWN SOLI. s) SCUARE RCN 90UAIE FOOT STEEL siRucluRAL suspETCED SYItETRA'x %P. TOP TEWERED (WIPERA11803 T TONOEO GROOVE LM. WE NAL 7A8 TOP CF BEAM T.OF. TOP OF FOOTING LOA TOP Cr PLATE T.O.S. .'TOP OF SLAB LO.TC . TOP 6 NMI TOP. TIPEAl UAL. Lwow BUEDNC CODE DON. MILEss OTIEIO6E NOTE) IRE CR M %RTiCIL Y.00 N11L 8NECOVE7I10 Bh W.GB L 111114 SKIER RE95TANT 01P51Y BOARD ROCH ICIDED IRE MESH MARK 8E - CONV - KFC FREESTANDING #8365 TUKWILA, WA DESIGN REVIEW BUILDING DEPARTMENT NOTES FIRE DEPARTMENT,NOTES n VICINITY MAP ARCHITECT• TOM SPACER DUCT R HO ARO11ECT5. NG, PS 10140 NE 33 RD FL, SUITE 202 BELLEVUE, WA. 98004 425-827 -2100 M F.P. ENGINEER: ALEX ABOSSEN ARMOR DIG EFRNG 1844 114TH AVENUE NE BELLEVUE, WA 98004 425 -462 -9441 CIVIL ENGINEER: PAT TAITANO BARGHAUSEN CONSULTING D MFRS. NC 18215 7210 AVE. S KENT, WA 98032 425- 251 -6222 STRUCRURN FNY5NFFR al MSC ADVANCED STRUCTURAL COCEP13 10940 NE 33 RD PL, SIZE 202 BFIILME, WA 91001 425- 849 -2IN 2E R TE11AM GUSSET, P1.5. BAROIAUSDI CONSLTNG DOWERS. NC. 18215 7270 AYE S LINT, NA 98032 425 -251 -8222 j ANDSCAPE ARCHITECT KEN WET _ 1 1900 MIME N ED110193 , WA. 98020 425- 771 -460 OWNER: BUILDING ADDRESS: LEGAL JURISDICTION: MUNICIPAL CODES: GROSS BUILDING AREA TOTAL SITE AREA: SEATING: PLANNING ZONE OCCUPANCY: TYPE OF CONSTRUCTION: PARKING REQUIREMENTS: PARKING PROVIDED: LEGAL INFORMATION JAO(h the BOXJnG (.1113.) 3742 S 144TH ST. CITY OF TUKWIL 1997 UBC W/ WASH. STATE: AMMENDMENTS. 2.625 SQUARE FEET 21,020 SQUARE FEET 60 SEATS (INDOOR) NOCIIBORH000 COMMUNITY COMMEROAL (NCI:) A -3 V -N I STALL PER 50 SO. FT. OF USABLE FLOOR AREA 10 SPACES INCLUDING OE VAN A0IE HWOICAP PARING STALL IENA0ENC REQUIRED 104BM OF STILES PROVIDED TROUGH RECFROCAL PARKING EASEMENT 111H SHCEPNG CENTER. TS1.0 501.0 503.0 C1.0 11.0 A4.0 A4.1 HEALTH DEPARTMENT NOTES CONSULTANT INFORMATION SHEET INDEX (TOTAL OF B slEETs) TITLE SHEET ANTE SITE PLAN STE SURVEY SITE PHOTOMETRIC PLAN Clv9 PRELIMINARY CIVIL STE AND UTILITY PLAN LANDSCAPE STE PLANTING PLAN ARCHITECTURAL EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS Af k R 1 1 °p ^Mr con RECTION LIR #. I 01999 Jade it the Box Inc end RsoltNotiona e re •r PA.I M Jtl M M Bat Ye �!Md aat M ow. R N.aJNN * Nast b previous a,lllw comont dates MEAT: " AUG. 5, 2002 P.14J8 ONLY* /5 12 -31 -02 PERMIT: 1/14/04 E7� 1/27/04 CONSTRUCTOLt revisions 8 2/3/04 HEALTH DEPT. REV I5 2/12/04 OWNER RFV. L 3/3104 QES REVIEW REV. A A A site information MK TYPE: CONVERSION JB k 8365 3742 S. 144TH STREET TUKWILA, WA DRANK BY: ARR SCALE NOME TITLE SHEET TS1.1 b()4D24 Luminaire Schedule Project All Projects Symbol Qty 5 4 9 2 "VPR1499 —MBK ". "FRONT" Label VPR SE5410 -DWH& 100W MH SE5 E4 POLE (SINGLE) POLE (TWIN) Lumens 109250 8100 5040 PROPOSED POLES MEEET 90 M.P.H. SUSTAINED WINDS VPR FIXTURE MOUNTING HEIGHT w 28' AFG E4 FIXTURE MOUNTING HEIGHT w 10' AFG SE5 FIXTURE MOUNTING HEIGHT w 10' AFG FIXTURE TILT w 0 DEGREES. NONE (ALL FIXTURES) LLF "SIdE" 0.650 0.650 0.650 Description VPR1499 —MBK (1000W MN) SE5410 —DWHdc (100W 14H) E4407 —DWHA: (70W MH) PS4S25C1BK (25 x4'x0.125 SQUARE STEEL POLE. SGL MT) PS4S25C2BK(25'x4'x0.125 SQUARE STEEL POLE. DBL MT) RUUD LIGHTING 800.236.7000 USA <www.ruudlighting.com> 800.473.1234 CAN Illumination results shown on this lighting design ore based on project parameters provided to Ruud Ughting used in conjunction with luminaire test procedures conducted udder laboratory canditIons. Actual project conditions differing Iron these design pororemeters may affect field results. The customer Is responsible for verifying compliance with any applicable electrical. lighting. or energy coda Date:12 /15/031 Scale: 1'•30' I Engineer: Dawn I. Bontempo Project Name: JACK IN THE BOX #8365 Filename•. v. \ Common \AppEng \NATVIB- 8365DMB.A32 MAINTAINED FOOTCANDLES SHOWN AT GRADE Numeric Summary Project All Project. Label GRADE Avg 7.73 Max 17.1 Min I Avg/Min Max/Min 1.4 5.52 12.21 11.4 100 10.3 113 OA 51 2.0 3D 5.1 75 00 04 U } 10 10. / 1tL 7 1a7 % 56423'30'W 20.60 SITE PHOTOMETRIC PLA SCALE: - 1' w 20" NORTH • 7 p--xel. 601 • ti ni 0 4 9330 BALBOA AVEMIE SAN DUO. CA 92123 ©1999 Jock it the Box FIG 11.r ao.nw and wean anew dm we pawl, e1 Je.e 0. Bwon eon M dal M ca or .wrsaoe mound ea prone. anti. carol 12/27/02 0505 A024505DIL 1q dates RELEASE AUG. 5, 2002 P.M.(JB ONLY) j5 12 -31 -02 PERMIT: BD: CCNS1Rl1C1Dtt revisions I e y 1 p hit T ON O U z L1J 0 U TW i— w= QU LL Q site infe matbo MK TYPE: CONVERSION JB R 8365 ADDRESS 3742 S. 144TH STREET TUKWILA, WA DRAM BY: ARR SCALE. 1' w 20' SITE PHOTOMETRIC PLAN ` - ES1 -.1 GENERAL CONDITIONS GENERAL CONTRACTOR 9RAU. NOTE THAT ALL PORK TO BE DONE SUN AS EXCAVATION, TRADES. CAISSONS. WALLS. ETC. AS INDICATED ON IIRAMIILS 6 SHOWN WHOM KNOWLEDGE OF NWMROIIID mints ON THIS P40110R.AR SRE. 1HE AROITECT NO OWER ASSUME NO RESInsca jTY FOR DETERMMG TIER LOCATOR, SZE, OEPM OR HAZARD. AO( TWEE BOX LOCATOR GENERAL NOTES 1. GENERAL CONTRACTOR SHALL FRONDE, AS REQUESTED BY CONSTRUCTION MANAGER, URIC SOP( SWAGE, SEE CETAL 6/5121. 2. ALL STE CONCRETE PANIC SHALL E SPRAYED NTH A CURING CCANOU D AS SOON AS CONCRETE IS SET UP. BULDIIG SQUARE FOOTAGE SEAING CAPACITY:. OP OF CONSTRUCTOR BUILDING WORT: BUILDING DATA 6365 3742 S 144TH ST. 1UKWLA. WA 98168 60 TS 21.020 S.F. V-TA 22'-0' PARKING REQUIREMENTS 710 PARKING RETIRD€WTS FOR THIS PARCEL ARE AS FOLOW3 1 STALL PER 50 S.F. ISAAE FLOOR AREA TOTAL PA0040 ENURED 20 SPACES ACCESSIBLE PAN040 PROADER . 1 SPACES STANDARD PARKING FRONOER ' 9 SPACES TOTAL PARKING PROVOnt 10 SPACES REMAINING REOAED ROMER CF STALLS PROVIDED THROUGH RECIPROCAL PARKING EASEIEIR WITH SFIOPPNG CENTER PARIONG REGALED: 10 SPACES LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST WARIER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., N INC COUNTY, WAS/NGICN, DESCRIED AS FELLOWS BEGINNING AT THE INTERSECTION Cr THE NORTH LINE Cf THE SOUTH 20 FEET Cr SAID SIBDMSON NTH THE WESTERLY RIGHT-OF-WAY LAC OF PAp IC HIGHWAY SOU1St THENCE NORTH 2095 20' EAST ALONG SAID WESTERLY 55fT -CF -WAY LINE 130.16 FEET TO THE NORTH LPC a' THE SOUTH 151.54 FEET OF SAID SUBDIVISION (AS MEASURED ALONG THE WEST LSE TIME NORTH 673$ 3r WEST ALONG SAID NORTH ENE 164.27 FEET TO THE EAST UNE OF THE WEST 359.70 FEET (AS MEASURED ALONG THE SOUTH ENE) OF SAD 51001510Pt )HENCE SOUTH 0214' 27' WEST. 131.54 FEET TO SAID NORTH LNE OF THE SOUTH 20 FEET Cr SAID 5UBEKMSIOt THENCE 5001114 67 35' 33' EAST ALONG SAID NORTH LINE 141.62 FEET TO THE PONE CF BEONPD7 EXCEPT THAT PORTON THEREOF CONVEYED TO THE STATE Cr WASHNCTON FOR ROAD PURPOSES BY DEED RECORDED LACER RECORDING NO. 9512140574. SITE PLAN NOTES O MEND BOARD. SEF DETAIL 14/502.1 AND SET 051.0. O WALL 44064100 SPENDER BOARD, SEE DEEM. 15/S02.1 AND 9EET ES1.D. p 06510J0 POLE 9414, O Eb51NG 0.1980 TO REMA4. TIP. O ENTRY 901. S SHEET EMIL O THANC YOU' AID 'DO NOT ENTER' 5KN, SEE SHEET ES1.0. O HEIGHT OEARINfE POLE 9(01. (CLFJAUCE WEIGHT TO ELF--0'). SEE DUAL 9/512.1 O ACfESSEtE POMI0 STALL 311610E SEE DETAL 14/502.0 PARIR40 STALL S1R IPNC NO ADJACENT ACCESS AISLE STRIPING IS TO BE PANNED WC. O ACCESSIBLE PNOR40 sat, SEE DUAL 15/512.0. 0 SEW IF-UE OEM RAMP. SEE DUALS 5/5)2.0 AID 10/5020. O 511615. GE ACQSSHRY AT DORY DOOR, PROYDE REGAL Cr INTERNATIONAL 51160. OF ACCESSIBILITY PER ADAA0. REOURDOITS 0 FEMME EIGSTI4 PARING LOT UST. 0 DETECTOR LOOP AT PIOL UP WICOLL SEE DETAIL 10 /502.1. 0 4' WETE PARIIPG STALL 51RP910. PANTED WITE PER CRY SO/CARDS 1 5 4' coot CONCRETE 90EWALK, 11H LIGHT BR0O1 P1NSR WTI AS NO1ED ON PLAN. id BARRIER POST. SEE DETAIL 16/502.1. REFER 10 FLOOR PLAN AND 101111 BOARD FOR DLFN90NAL LOCA1g*S 0 0051690 CI40ETE SQEWALL POWWOW. TAP. 0 RENOYE DOSING PAY TELEPHONE 0 E7051N0 TRASH DCLLW E 70 KAIAK POWERWAS H WALLS AND REPAINT GATES O PEW OHM CUT RAID. SEE DETAL 19/5020 O EXISTNG HAIERA0. 10 E REMOVED. O NEW 6' L04G PIECAn MCKIE min STOP, SEE DETAL 20/512.0. 1W. O DOSING BARER POST_ POWER WASH AND EDAM. 0 PET' CONCRETE ('04 #B. TEAL 2/5020. O 0651110 FOE IO1RANT O PEW PARING LOT WIT. O NEW PAY TELEPHONE, SEE DEVILS 6/5121 AND 7/5021. O MCC MING PAYLIO STALL STRIPING AND ACO59BLE P46I70 STA. SWIMS O ROADIE EAS1140 =CRETE OATH AS SHORN O NEW BPI RACK 1 BALE PER 50 PAWING STALL 1111411A UM . I BED: MI. O PEW PATE ENCLOSURE RAE, SEE DEULS 1/5)1.0 AND 12/5020 O PEW WASTE EOPTAO.E O NEW PAT O FIXRRFS. CO FWM STIE W/ .19 CONSTRUCTOR MANAGER O CONCRETE STAINED BRIM HERRINGBONE PATTERN. COLOR BRICK RD O CONCRETE. STARED 24'724' OAIIO6 PATTERN. COLOR NENE/NA111RAL O PEW CONCRETE STAN, 4 RISERS 0 6' EA., 3 TREDS O 11' EA. YEREY N FEED. O NEW CONCR 1E STAN, 5 RISERS 0 6' EA. 4 TRIMS 0 11' EA, WRIT N FELD. 6' WC. NOCK PATIO 1.041 NALL GONG FLEW • 01.. 4 IRO#. ion ewe AIRY FROM NALL APPOR QSAY � I LM Fua >d li SITE PLAN SCALE: 1" = 20' NORTH RECEIVED 1 0IAY.31 2004 f l �YGL11T . DEPARTMENT/ 9330 BALBOA MENUE SAN DIEM, CA 92123 01999 M in the Box he More drawing). and yci6nfbre a u. properly M .. Jock M 6.. B lee d dal net A. ecpbd s npr.0ucad without N. pnd.M .,61.n cement 11/27/02 0•05 dates RELEASE: AUG. 5.2002 PJL(JB ONLY) #5 12 -31 -02 PERLOT: 1/14/04 BD: 1/27/04 CONS1RUCII@k 3/15/04 revisions 3/3/04 DES 501061 REV. LE 3/14/04 (SAL Y. A 4/5/04 PER16T REV. L 5/1/04 Cam. REV. I 2 81 oo O`n U _ ~ N W ~ U =w W= LL < = I site information MK TYPE CONVERSION JB it 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA DRAWN BY: ARR 0 ENLARGED PATIO PLAN STAMPED 24' X 24 PATTERN. COLOR NATURAL AMPED I HFRRINGBCE. 1'-0 MD1H 0 PERIMETER. 1W. COLOR BRICK RED PANT EDGE OF SACED WAX YELLOW CONK CURB RAW. MEDIUM BROOM FINS. 1W. WEIL CROSS SLOPES TO RAMP LDIG1H S DETERIMED BE 1 1/25 MAX BY RAMP SLOPE. O IN LINE CURB RAMP RAMP UP MTH 7% 10 7.5% SLOPE RAW UP MTH 7% 10 7.5% SLOPE STAMPED DAMOD 'IM RE PATTERN Alit M )1HH GIN OF RAMP OSIC RTE SIDEWALK NEE SLOP *ERE OCCURS 10 IN LINE CURB ILLUSTRATION r VERTICAL CURB STAMPED WMCID IEX111RE PATTERN DONE LDIGIH AND MTH C' RAIAP 1/4.1' -0' ACCESSIBLE SGN CIE PER SPACE ACCESSEILE MEL (PANTED) OE PER SPACE 1. 1115 EFTA% S 10 ILLUSTRATE THE MUSE CCPCENIS REWIRED FOR A.D.AAC. PAWING' REFER TO WE STE RAM. SLEET SD1.0. FEB 11E ACTUAL LAYOUT AND MEER CF SPACER 70 BE MOWED 2. ALL PANTED LIES MD SRRPNC OEAI BE 4 WOE; S1RPNG SHALL BE SPACED AT 1 ON CENTER COLOR SHALL BE BLUE 4R AS CRECTED BY THE OMER NOT 10 SCALE b ti swe..p C PAINTED ACCESSIBLE SYMBOL I AT PARKING STALL NOTE SIGN ON PAVEMENT OF PARKING SPACE WRIFY DESIGN W/ LOCAL AUTHORITY NO SCALE r 1. SCR SHALL BE FEFIECTIM5 D SIGN NTH 1W NTEANA1IONAL SYINOL 04 ASUTY. SO4 5 10 BE MN OF 70 S0. NOES WTI SEALED 1CCIURE. 2. SEE SHT. SD1.0 FOR LOCATOR S SET 1 2 /4 SCI. CALV.SL POST Nm r 54 it 2' DEEP CONCRETE FOOINC 4. 0044 COLOR SIZE NC DURACIER SIZE SHALL CONRAN NTH STAWARDS OF WASHINGTON (e ( STATE DEPARTMENT OF 1RANWCRTAIKN C VAN ®1 ACCESSIBLE J STATE DISABLED PARKING PEIIWT REQUIRED O 15 METAL ACCESSIBLE PARKING SIGN ? � 13/4 P. 1W. HAND/CAP/VA/4 ACCESSIBLE PARING 006 AM POST PRONGED BY OVER MD NSTALI.ED BY C.C. mutt 1. E111.NU1E VAN ACCEDE 501 NO REPLACE MTH ACCESSBIUTY SO4 AT DETAL YA DESIGNATIONS. NO SCALE r dates RELEASE AUG. 5. 2002 PAPS ONLY 15 12 -31 -02 PERMIT: - 1/14/04 LID: 1/27/04 3/15/04 revisions 3/15/n4 GENERAL REV. • 4/5/04 PERMIT REV ® 5/7/04 MST. REV. site information MK TIM CONVERSION AB ,, 8365 3742 5. 144TH STREET TUKWILA, WA DRAM BY: ARR SCALE: AS NOTED SITE DETAILS SD2.0 Iir ftIII i ip: I F CONK. WALK sehart NeArb WENT I DEPAISWENT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jock in the Box Inc. T,.m droning. and W.e1Nee+wn. ■w.b et Jet In P. Me P. as r.d .et a e..• > we.eaieed .nowt Its A..ww..nten eee..t. A agP v 8504 1 3 Oa! i h! g g 11 WIMP h il I P t KARI pA 8 10/1 " 11 Pri O & II k ' III 0111 9,11 iP g y j 5 1- 3F 4 MX F 111 a 73 l b gAg Rg In p g a g ° a g 10 0 S Dot. I By 1 IAP.. Job Numb. 11234 Shoot SD3.O 1 of 1 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES APP,ored - E'a Dob1 t- 10-003 Soul. 1' -20' Vodka! n/a For Jack In the Box Inc. Real Estate Department 9330 Balboa Avenue San Diego, CA 92123 Title: ALTA / ACSM LAND TITLE SURVEY JACK IN THE BOX - STORE #8365 S. 144th Street & International Boulevard CITY of TUKWILA KING COUNTY, WASHINGTON \I 10001 \11234 \ tunny \ 11234141.41m Nov 14 2003 -16:41 Plotted by 4114ik Scale: 1 -20 E UD.S — UTL.R Y DISTRIBUTION SDI-MULE PDAER SEATTLE CITY LIGHT CONTACT:. TON 9HAVELL 1206) M6-I672 TELE.: REST CONTACT: KEN STttER 1206) 345-3399 CAME - =TACO - DESCRIPTION OFWORK Ft um_ CO NHINI� ALL TIEVQIDE AND BADff111ING X FEB UTILITY CO. SFECIFICATIOG PRIMARY COMM X PRIMARY CABLES X VAULT X EOSIN UTILITY TMN&UFER X 206Y /120Y, 3P11, 4V PRIMARY COFECTICIG AT 1RANSFOF EA X SECONDARY CONFECTIONS AT TM/6E0ROA X GROWING AT IAMGFOVER VAULT FEA UTILITY SPECS NA SECONDARY CONDUIT X SEE FUSER DIAGRAM RUT 11.0' SECONDARY CABLES .• - X SEE RISER MIARLW SHEET 11.0' CT ENCLOSES AND CT LNOITS LUGS X . . aFFENT TMNGFO ERS FURNISHED X DREW TRANESFTRET6 INSTALLED X NELER BASE X PER UTILITY CO. SPECIFICATIONS 'UTILITY IEIER X CT TO NEIEB BASE MAINE X TEIBHONE TFETCILING AN) BADOILING ON PUBLIC PROPERTY X FISD 'RUCHING NC BACKFIELDS ON PRIVATE PROPERTY X FIELD VERIFY EXISTING TUE OE SERVIEE COQTTTS) X FIELD VERIFY EXISTING TELEPHONE SEAYEE CARES X FIND VERIFY EXISTING CABLE TELEVISION TENDING AN) BAIXFXIING ON PUBLIC MUM N/A TIENCHDG AND BADOT1LENG ON PRIVATE PROPERTY WA TEIFYISIOI SERVICE MOUTHS) WA ESE/ISMS SERIN CASES N/A NOTE VERIFY THE ABOVE SCFEOUIF WITH UTILITY COMPANY PRIOR TO BIDDING. 0 0 0 NN 0 — 0 . tl 19 in 0 0 ■111 te. nn m. 0 00 02•24:53"w 5.00 / • r 0 • O ems \ •==a - - - - - - C1 I/111 211111 irn ` vl 40 s i T " 8E— CONV -KFC ) N87 87,95 SOUTH 144TH ST. ELECTRICAL SITE PLAN SCALE: 1' = 16' NORTH 5 64'23'30"W 20.80' N69•5 5. S20 10.00 0 ELECTRICAL SITE NOTES O 1 VERIFY DOSING TELEPHONE SERVICE AND INSTALL 2' CONDUIT WITH PULL WIRE FOR 25 PR NOW CABLES F NECESSARY. ALL TELEPHONE CABLES INTERIM AND EXTERIOR SHALL BE PROVIDED BY TELEPHONE COMPANY. O 24' X 24' TELEPHONE BACKBOARD N WORKSTATION. SEE E2.0, NOTE EI7. 3 O ELECTRICAL CCITRACTCR SHALL VERIFY LOCATION OF POINT OF SUPPLY CF TELEPHONE SERVICE O NEW PAY PHONE - ADCO 115 -BF -U. REMOVE ET05TNG TELEPHONE CABLE LOCATED UNDER SAVE INSTALL NEW 1' CONDUIT INSIDE BUBDNG FROM TELEPHONE BACKBOARD AND TIE INTO DISTNG TELEPHONE. MAKE ALL CONNECTIONS NECESSARY FOR OPERABLE PHONE SYSTEM. REFER 10 EU. SEE ALSO SHEET 9)1.0 FOR ADDTIONAL INFORMATION. O 3/4 CONDUIT ONLY M MM TH PEA1 WIRE FOR COMMUNICATIONS LINE TO CASHIER & PICK LP %MOWS. SEE SHEET 9321 FOR All REQUIRED CONDUITS AND CABLES. O ORCUT C -33, (3) (12 AWG WIRES FOR GFC RECEPTACLE O REFER TO 1/54.0 FOR TRENCHING DETAIL AND TO 2/S4.0 FOR LINES 1)1401X74 BUILDING FOOTINGS. STE CONDUIT NKM.IERUNS SHALL 'BUNDLED' TOGEDER IN GROUPS OF 3 OR 4 THROUGH EACH SLEEVE TO N@6YZE FENETRATICNS. O FCC REEISTRAIKN FOR MODEM IS 24K- E125574- 14487 -DM -E. RINGER EOUVALEHCY EN FIELD VERIFY LOCAO UT OF DISTN S INTERCEPT SECONDARY CONDUITS CONDUITS 10 AND REROUTE INTO NEW EXTERIOR SERVICE. SEE RISER DIAGRAM ON SHEET El FOR CONDUIT AND FEEDER SIZES SITE LOFTS AN) SIGNS' SHALL BE WIRED AS ORCURED TO MATCH 1 1 LOFTS ORCUITRY MID CCNTR!TS FOR LK711011 CONTACTORS. PHOTOCELLS, AND 1{E CLOCK(S) SEE SHEET COO FOR WIRING DETAILS 12 ELECTRIC MEIER AND CT COMPARTMENT PER UTILITY STANDARDS. 13 ALL MUTES SHALL BC BURIED AT A MINUS DEPTH CF 24' BELOW GLADE UNLESS OTHERWSE INDICATED. 14 RUN TO CIRCUIT A -2, 3 /10, 3/4'G (MENU/SPEAKER BOARDS) 0 RUN TO CIRCUIT A- 38,40, 3 /10, 3/4'C (slltttt SIGN) • 16 RUN TO CIRCUIT A -12. 3 910, 3/4%. (DRIVE THROUGH SCRS) 17 RUN TO CO2CxT 0 -3032, 3 /10, 3/4'C. (STE UGHTNG) 18 RUN TO CROAT C- 34.36. 3 910. 3/4'C. (SITE LIGHTING) 0 DEIEC1ER LOOP 3/4'. CONDUIT AT PICK UP 1 NDOW. SEE SHEET 5021 DETAIL /10 FOR DETAILS O DETECTOR LOOP. SEE SLEET 502.1 DETAIL 917. APPROVED GENERAL SITE NOTES 1) REFER TO SHEET 9)2.1 FOR NAILS OF MENU BOARD, SPEAKER BOARD. AND SITE UGHIING. ArGr /EF1A c: 9330 BALBOA AVENUE SAN DEGO, CA 92123 01999 Jock in the Box Inc. 1hs *wino y,e noocMNeetbm a M Pow., M Jeda ti tno Bee I e cod V. not M neoU4 or npeOOKN *gout Its Vim- mittn, common. dates RELEASE: AUG. 5, 2002 P.M.(JIB ONLY): 95 12 -31 -02 PERMIT: 1/12/04 BID: CONSTRUCTION: revisions . looms 8/10/04 AE PROS. NO.: 23098 site information MK TYPE: CONVERSION JET it 8365 ADDRESS 3742 S. 144TH STREET TUKWLA, WA DRAWN BY: JW. NN. 9H SCALE: AS NOTED ELECTRICAL SITE PLAN ES1.0 r -2o' 0 10 20 4o SURVEYOR'S NOTES 1. THIS 'ALTA/ACSM LAND TIRE SURVEY IS N ACCORDANCE WITH 'CUMIN STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TORE SURVEYS JOINTLY ESTABLISHED AND ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING AND MAPPING IN 1999. 2. T145 DRAWING COMPLIES WITH ATtNAL MAP ACCURACY STANDARDS FOR A TWO -FOOT CONTOUR RITEMAL AND DRAWNG SCALE OF T' . 20'. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. 3. HORIZONTAL DATUM IS HAD 1983 (91), BASED ON INFORMATION PUBLISHED BY THE CITY OF NNWLA WE HELD CITY OF TUNWM (COT) MONUMENT NO. 1925 FOR POSITION AND A BEARING OF NORTH 0214'05 EAST TOWARD COT NO. 461. 4. VERTICAL DATUM 5 NAYS 1968, RASED ON INFORMATION PUBLISHED EN THE CRY OF TUKWGA BENCHMARK IS COT NO. 19: FOUND PK NAIL W/ PANEL AT ENTRANCE TO APARTMENT BUILDING. SOUTH SIDE S 140111 STREET AT 38TH AVENUE S. ELE/ATKN - 289.01 FEET. 5. ALL TITLE INFORMATION SHOWN ON THIS LAP HAS BEEN EXTRACTED FROM nRST AMERICAN TIRE INSURANCE COMPANY COMMITMENT NO. 464424. DATED AUGUST 28. 2003. N PREPARING THIS MAP, BARGHAUSEN CONSULTING ENGINEERS. INC. HAS CONDUCTED NO RJDEPENDENT TIRE SEARCH NOR 5 BARGFWISEN CONSULTING ENGINEERS. NC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER TAN THOSE SHOWN ON THE NAP AND DISCLOSED BY THE REFERENCED FIRST AMERICAN COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS. INC. HAS RELIED WHOLLY ON FIRST AMERICAN'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC. ODAISIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.. B. PROPERTY AREA - 21,003 3 SOUAtE FEET (0.482 t ACRES). 7. THIS PROPERTY HAS LEGAL ACCESS TO PACIFIC NOWAY SOUTH AND SOUTH 144TH STREET. SHOWN HEREON AS PUBLIC RIGHTS -OF -WAY. PHYSICAL ACCESS MAY BE LIMITED BY MPRWEMENTS, OR LACK THEREOF. AS SHOWN ON THE SURVEY. 8. TAX PARCEL NUMBER ON THE SUBJECT PROPERTY 1 152304929507. 9. ZONING: NEIGHBORHOOD CONMERCAL CENTER (ACC). TUMWLA WA. 10. CURRENT MINIMUM BUILDING SETBACKS: 12' FRONT (TUKWIA INTERNATIONAL BOULEVARD): 5 SECOND FRONT (S. 144TH ST.); 10' REAR 10' SIDES MINIMUM PER THE CITY OF TUKWIA MUNICIPAL COCE. PLEASE CONSULT THE CITY OF TUKWILA MUNICIPAL CODE FOR FULL PARTICULARS. 11. 81ALDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY LINE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE) 12. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES. 13. FLOOD ZONE DESIGNATION - X. AREA DETERMINED TO BE OUTSIDE OF 500 -YEAR FLOODPIAN, ACCORDING TO FLOOD INSURANCE RATE MAP, ('FIRM') NO. 53033C0960 F, COMMUNITY NO. 530091, (CITY OF TUKWILA), PANEL NO. 0960, SUFFIX F, EFFECTIVE MAY 16, 1995, KING COUNTY, WASHINGTON. AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ('FLA 14. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY NOSE UIIUTTES WITH EADENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY • LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBUC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 15. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON NOVEMBER 3, 2003. ALL SURVEY CONTROL INDICATED AS 'FOUND' WAS RECOVERED FOR INS PROJECT N OCTOBER AND NOVEMBER OF 2003. 16.. ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET).. 17. THIS IS A FELD TRAVERSE SURVEY. A SOMA FHE- SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONMOWNG MONUMENTATON AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED' -" IN WAC 332- 130 -09D. ALL INSTRUMENTS AND EQUIPMENT AVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. '. 18. THIS SURVEY WAS PREPARED FOR NE EXCLUSIVE USE OF FOODMAKER, INC.; JACK IN THE BOX. INC.; AND FIRST AMERICAN TITLE INSURANCE COMPANY. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS, INC.. AND /OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEAL APPEARS HEREON. NEW THERMOPLASTIC MARKERS" W/ CROSS- HATCHNG WAGING 'NO GNRIGCER LOADING CROSS HATCH TO BE PLACED ON 4' INTERNS AND LETTERING TO BE A MIN. 24' N HEIGHT. MARKERS TO BE HOT /PPM AND SHALL EXTEND 2' OUTSIDE PERIMETER OF GREASE INTERCEPTOR VAULT EXSTNG KFC/TACO BELL RESTURANT I.F. - 30'3.64 Ht. = 314.18 Y EX. STRUCTURE TO REu4AN SEE ARCH SITE PLAN 1000 GALLON GREASE N EACEPTOR VAULT UV MODEL No. 4484 -GA OR N8735'0711 87.95'( CB TYPE I E TI' C 12'C • E WHITE STEVE OUTH 144th TREET . POWER POLE ,DN(A BASE WY T .. / r/LWIDR, S64'231,301W r/tIG DROP \\ 1 RIM.30T �? 20.80' ' E 1i p • EASEMENT 'A' RECORDED UNDER REC. NO. 20010.16003163 � SSW RIM -30132 E 6' CND N.295.95 IE 8' CNC 5- 295.02 E 8' CNC W.295.35 EX. GAS METER AND SERVICE TO RB6IAIN EX. POWER METER AND SERVICE TO REMAIN �\ _ - ym CB TYPE 1 RI14. d 6' 04 SW.306.42 � C 12' CNC E- 306.42 DRIVEWAY NEW ROAD ASPHALT PAVEMENT PER CITY OF TURIWLA TYPICAL 2' INN. (MATCH EXISTING) CLASS B ASPHALT CONCRETE OVER 6• OWL. (MATdi EXISTING) CRUSHED SURFACING OVER 12' MN. (MATCH DOSING) CLASS B BANK RUN GRAVE. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY NONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY. PURSUANT TO WAD 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOTE MOMMENS MAY BE OBTAINED FROM THE WASLNGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING NOR OFFICE BY TELEPHONE AT (360) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE .1111 WASHINGTON STREET SE P.O. BOX 47060 OLYMPIA, WASHINGTON 88504 -7060 UPON COMPLETION OF cONSTRDCHON, ALL MONUMENTS DISPIJDED. REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUNENTATON SHALL ALSO BE THE RESPONSIBXRY OF THE CONTRACTOR MIME C211ELIMOTE CAUTTora THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION AND DEPTH OF ALL EXISTING mums WHETHER SHOWN ON THESE PLANS OR NOT I3Y POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, THS SHALL INCLUDE CALLING UTILITY LOCATE 0 1 -B00- 424 -5555 AND THEN POTHOUNG ALL OF NE EXISTING UTILITIES AT LOCATIONS. OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON TESE PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFCRWTON MD ARE SUBJECT TO VARIATION. F CONFLICTS SHOULD OCCUR THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, RTC. TO RESOLVE ALL PROBLEMS. PRIOR TO PROCEEDING WITH CIVIL SITE AND UTILITY PLAN BBCO 92 PROPOSED TYPE 1 CATCH BASIN PROPOSED TYPE I CATCH BASED EXISTING TYPE I CATCH BASIN EXISTING TYPE I CATCH BASIN CB TO BE WANED. VACUUMED AND REGROUIID AS NECESSARY MO DIRECTED BY COY OF TUKWILA SITE NSpECTOR ADJUST •: RNA AS NECESSARY , n • •• i ■ 0 PROPOSED STORM DRAINAGE LINE DOW EXISTING STORM DRAINAGE UNE PROPOSED SMARMY SEWER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT FROSTING SANITARY SEWER MANHOLE DOSING SANITARY SEWER LINE APPROX, LOCATION I OF EX. SANITARY 'Y SEWER SE VAU STORM S I �S TEE T t �T LT ..: E . STORM SYSTEM / POLE EtOSTINC WATERMRA EXISTNC FIRE HYDRANT DOSING WATER VALVE PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVAIONS COSTING CONTOURS PROPOSED CONTOURS PROPOSED LIGHT PAVEMENT • PROPOSED CONCRETE LIGHT RASE GROUND BOO SI CABINET LION EASE LIGHT J-BOX GAS VALVE / Q I/ / 'Zr %/ 4 4, / / J� // JV / RECORDED MOOT W // REC. NO. 2002041600 3 63 -U PORTION CONVEYED TO SIAM OF WASHINGTON FOR ROAD PUR BY DEED RECORDED ENDER RECORDWO 9512140574 CB RIM N300.51 E 12' DI 4- 298.03 E 18' El 5.296.77 E 18' DI N.296.77 UGNT J -BOX LEN T RISE .-CB TYPE 1 FNMA298.21 E TB' DI 5.294.30 E 18' ADS N- 29425 E 1Y ADS W LCHE A-BOX L) CO' / EX. WATER METER AND SERVICE TO REMAN SEE ARC Ec1 N AL SW. SOW FOR DIMENSIONED SITE PLAN • LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTEK, RANGE 4 EAST, W.Y. IN KING COUNTY.: WASHINGTON, DESCRIBED AS FOLLOWS: DEWING AT THE INTERSECTION OF THE NORTH U1NE OF THE SOUTH 20 FEET OF SAID SIBDMSION WITH THE WESTERLY RIGHT -OF -WAY LINE OF PACIFO HIGHWAY SOUTH; THENCE NORTH 20' 13'.20' EAST ALONG SAID WESTERLY RIGHT-OF-WAY LNE 138.16 FEET To THE NORTH LINE OF THE SOUTH 151.54 FEET OF SAD SIBDNSION (AS MEASURED ALONG THE WEST LINE THEREOF); THENCE NORTH 87 35' 33' WEST ALONG SAID NORTH LINE 184.27 FEET TO THE EAST LINE OF THE WEST 359.70 FEET (AS MEASURED RENO THE SOUTH LNE) OF SAN S FENCE SOUTH 02' 14' 27' WEST, 131.54 FEET TO SAID NIXUH LINE OF THE SOUTH 20 FEET OF SAD SUBOMSOtt THENCE 50.1M 87' 35133' EAST /LONG SAD NORM Lid 141.82 FEET TO THE POINT OF BEGHeNG, t ��� EXCEPT THAT PORTIN 7ETLVF CONVEYED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 9512140574. ESTIMATED EARTHWORK VOLUMES CUT -100 C.Y. FILL -100 C.Y. IMPERVIOUS AREA CALCULATION' EXISTING IMPERVIOUS AREA - 19,800 SF. PROPOSED IMPERVIOUS AREA - 16,800 SF. INDEX OF SHEETS C1.0 CML SITE AND UTILITY PLAN C1.1 CONSTRUCTION NOTES AND DETAILS PS1.0 GREASE INTERCEPTOR PLAN e4 �PDa�(j�11 DEPART.�ENTU 9330 BALBOA AMAX SAN DECO, CA 92123 ©1999 Jack in the Box Inc. 11aw 4fe.Wlyo old q Meetly. the leoPorty et Jock a,N that AM A. Owed > W. I..oeeaea .Nlaut N. p-M.uo rrilt.l mJent. dates RELEASE: P.LL.(JB ONLY} . PERMIT: BID: CONSTRUCTION: revisions p.\ 3/3/ DE SOl REVIEW ('p 4/7/04 PUB WKS REV A A A A h11 1 " 0 CO site information MK TYPE . ,A8 k 8365 ADDRESS S. 144TH ST. A INTERNATIONAL BLVD. CITY OF TUKWM, WA DRAWN BY: PT SCALE: 1' - 20' CML SITE AND UTILITY PLAN C1.0 8 U Planting pit min twice size of root ball DECIDUOUS TREE PLANTING DETAIL No Scale SHRUB PLANTING DETAIL No Scale NOTES L r8ubgrade., including bans. to within Vieth foot provided by General Contractor unless otherwise noted. 2. Subgrade .hall be scarified or rototllled If conditions require. 3. 6" depth 3 -way topsoil or equal in all planting areas. 4.2" depth fine grade bark mulch in all planting bed.. 5. All plant material shell be healthy full and conform to USA standard nursery stook, latest edition 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or puler. 7 All mass plantings shall have triangular specing. 8. All tree pits shall be Inspected to insure proper drainage. S. Positive drainage shall be mantaned. Hound planting areas minimum 12 ". 10. Shrubs and trees minima, 42" from curb for car overhang unless wheel.tops noted. 11.8" wide bark mowing strip ukase lawn Is adjacent to building. 12. Landscape Contractor shall maintain site until final Inspection and acceptance by Oume. .. PLANT UST 0 OO a Prune diseased and broken branches I6 rucles steel x w � iir � e hose Y» Iw�i tint Cr otch 24 wooden stakes securely driver into grovel. Stain brown. Water basin with 2" mulch Unglazed planting pit surface 1/2 topsoil, 1/2 native soil, water thoroughly, fertilize diseased and broken branches Water basin with 2" mulch e Oro topsil ma :` cued ghly, o fertilize as req'd FMaMin hole min twice SIze of root ball BOTANICAL / COI'T'ION GROUND COVER SPACING DETAIL No Scale- Triangular Spacing Galocedrus decurrens / Incense Cedar 10' min. BdB Thu)a 0. 'Emerald Green ' / Emerald Green Arborvitae 3 O LAWN / PLANTING BED DETAIL No Scale :IESIGN STANDARDS Prunus cerasifera Newport / Newport Flowering Plum 2" Cal. BbB or ' / Chant! or P or " Gal. B415 \P\\ s x pulveru cntus Sunset Sunset '•ck - - - gallon Full b Bushy Prunus L. ' Otto Luyken ' / Otto Luyken Laurel 2l" min. Full 4 Bushy Erica cornea ' VIvIIIII ' / VIvillil Heather 1 gallon Full 3 Bushy Bvxus ' Green Velvet ' / Green Velvet Boxwood 15" min. Full $ Bushy Arctostophylos vva -urs1 / Klnnikinnick 4" pots a 18" O.G. Sodded Lawn L All local codes shall be met in plant material spacing and sizes. 2. Only hardy plant material that is tolerant of' local climate conditions should be used. The majority of shrubs shall be evergreen. 3. Sod lawn should be used einrevr feasible and be locally groan 4. Street trees shall be spaced the maximum allowed by local codes. B. Trash areas shell be screened with plant material. 6. Only a fine grads of bark mulch shell be wed 1. Large expanses or bark should be avoided 8. are should be taken to assure sight visibility out of' parking areas. S All landscape areas shall be neatly maintained with clipped lawn and hedges, raked mulch areas and replacement of all diseased or dead plant material. 10. An automatic Irrigation system will be Installed for all planting areas. IL Local codes, maruractu'r's specs, and local construction practices shall be used In construction of irrigation system 12. Flat spray heads shall be used In front of all reader boards and signsge. 13. Ito Irrigation system shall be used only at night dung non -store 14. All irrigation systems shell be blown out and winterized each Fall 15. No plant or Irrigation substitutions shell be made without Owner's permission. SOUT1-1 144T1-1 ST. LANDSCAPE PLAN SCALE: 1 . '40-0" STATE OF WASHINGTON REGISTERED . SCAPE ARCHITECT rG{11 /EH il I a��w4 OE PARTMENTe 9330 BAIBOA A%U .E SAN DECO. CA 92123 OM! Mils lr Ike be. Tmsw ermine, era .p Mcetbn• es me preetr et Jock Mee as is rod we bee be copied or reproduced .lmwt Its pent... Mlles ecneet ro/aei feat aolzlpmf_Oew RQEAg 12/19/03 PJL(Bl OtY PERMIT: Ere CONSTRUCTIOtt rations orlon rends. rev. 3/!Mt A 0 L. bkonatIon MK T14E:CONVERSION JIB # 8365 AtC ES4 3742 S. 144TH STREET TUKWILA, WA DRAM BY ARR SCALE 1' a 20 LANDSCAPE ii 0 10' 20' 40' LANDSCAPE ARCHITECTURE 611 Main St. Suite F (425) 771 -4809 Edmonds, WA 98020 (425) 771 -5728 Fax KEN LONEY CER11F1CATE No. 3 MAIN STREET DESIGN SOUTH ELEVATION SCALE: 1/4' -1' -0' WWI , I- EXTERIOR FINISH SCHEDULE MATERIAL/FINISH W- COLOR MATERIAUFIN1SH: NOTE: EXTERIOR ELEVATIONS 1. 2. USE CHECKED BOX ONLY 01 HARDIPLANK SIDING - G.C. TO PROVIDE HARDIPLANK SIDING, INSTALL PER MANUFACTURER'S SPECS. 02 PREFINISHED ALUMINUM AWNING. (BY SIGN CONTRACTOR) 03 24' x 36' S.S. FLASHING AT GREASE RECOVERY TAP IN 04 ALUMINUM STOREFRONT SYSTEM ® r CLEAR INSULATED GLASS ❑ 1' CLEAR INSULATED GLASS W/ SOLARBAN 60 COATING ❑ 1/4' CLEAR GLASS ❑ ANT- GRAFFITI FILM 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 06 INTERNALLY ILLUMINATED BUILDING SIGNAGE (NOT A PART OF THIS PERMIT) 07 WALL MOUNTED LIGHTING FIXTURE 08 ELECTRICAL METER & EQUIPMENT 09 PREFINISHED METAL PARAPET COPING (0.F.C.I.) 10 12' HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 METAL FLASHING 12 BUILT -UP ROOFING SYSTEM 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 16' W x 16' H WALL LOUVER - SEE SPEC'S, SHEET SP1.2, DIVISION 10 15 CO2 FILL BOX METAL COVER 16 6' HARDIPLANK VERTICAL TRIM AT CORNER 17 THINSET BRICK 18 EXISTING BRICK TRASH ENCLOSURE, POWERWASH ALL SURFACES AND PAINT WALLS ANAGATES REPLACE GATE PER DETAIL Q 19 HARDISHINGLE SIDING HALF ROUND NOTCHED PANEL COLOR: A BENJAMIN MOORE- MOORGLO LATEX HOUSE AND TRIM PAINT 1096 -967 'OFF WHITE' B RED C #40 DARK BRONZE ANODIZED D WHITE TEXT ON RED BACKGROUND E WHITE WITH RED BAND F COLOR/FINISH TO MATCH ADJACENT SURFACE G COLOR TO MATCH BENJAMIN MOORE - MOORGLO LATEX HOUSE AND TRIM PAINT 1096 -967 'OFF WHITE' H MIL FINISH ALUMINUM J BENJAMIN MOORE PAINT: #283- 2134 -40 'WHALE GRAY, SOFT GLOSS (PAINT All SIDES OF THE DOOR) K BENJAMIN MOORE PAINT: #071 BLACK'. L NATURAL CONCRETE, GRAY. M STAINLESS STEEL N NATURAL BRICK ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N.I.C.). ALL ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES (U.N.O.) ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. � DEVUeTMENr9 9330 BALBOA AVENUE SAN DEGO, CA 92123 m 1999 Jack in (ke Box klc Mon drelMidi and weelleatkm ere So gareprty of Jock In Ow Bs Ms and /all not to .spied or ,.poa,o« __t Its r.+.u..M.. consent. • dates RELEASE: AUG. 5, 2002 PAL(JB DLLY) #5 12 -31 -02 PERMT 1/14/04 ND: 1/27/04 COFSIRUC110L! 3/15/04 revisions A 2/12/04 OWNFR RFY 3/3W4 DES RENEW REV. 4/5/D4 PFRIAT RFY. A 5/7/04 rXNST. RFv A It o N n. Z , °OP ~t/7 WV TLU H CV LL < site k formation MK TYPE: CONVERSION JB R 13365 ADDRESS 3742 S. 144TH STREET TUKWILA, WA DRANK BY: ARR SCALE: AS NC1ED EXTERIOR ELEVATIONS A\A4o NORTH ELEVATION S C A L E : 1 /4' = 1'— 0 EXTERIOR FINISH SCHEDULE MATERIAL/FINISH A — COLOR MATERIAL/FINISH: USE CHECKED BOX ONLY 01 HARDIPLANK SIDING — G.C. TO PROVIDE HARDIPLANK SIDING, INSTALL PER MANUFACTURER'S SPECS 02 PREFINISHED ALUMINUM AWNING. (BY SIGN CONTRACTOR) 03 24' x 36' 5.5. FLASHING AT GREASE RECOVERY TAP IN 04 ALUMINUM STOREFRONT SYSTEM • 1' CLEAR INSULATED GLASS Ell 1' CLEAR INSULATED GLASS W/ SOLAP.BAN 60 COATING • 1/4' CLEAR GLASS • ANTI — GRAFFITI FILM 05 EXTERIOR CEMENT PLASTER FINISH COAT OVER CONCRETE CURB 06 INTERNALLY ILLUMINATED BUILDING SIGNAGE (NOT A PART OF THIS PERMIT) 07 WALL MOUNTED LIGHTING FIXTURE 08 ELECTRICAL METER & EQUIPMENT 09 PREFINISHED METAL PARAPET COPING (O.F.C.I.) 10 12' HIGH BUILDING ADDRESS LETTERS (AS REQUIRED PER LOCAL JURISDICTION) 11 METAL FLASHING 12 BUILT —UP ROOFING SYSTEM 13 HOLLOW METAL DOORS AND FRAMES, MISCELLANEOUS TRIM 14 16' W x 16' H WALL LOUVER — SEE SPECS, SHEET SP1.2, DIVISION 10 15 CO2 FILL BOX METAL COVER 16 6' HARDIPLANK VERTICAL TRIM AT CORNER 17 THINSET BRICK 18 EXISTING BRICK TRASH ENCLOSURE. POWERWASH ALL SURFACES AND PAINT WALLS AND GATES REPLACE GATE PER DETAIL 0 19 HARDISHINGLE SIDING — HALF ROUND NOTCHED PANEL COLOR: A BENJAMIN MOORE— MOORGLO LATEX HOUSE AND TRIM PAINT 1096 -967 'OFF WHITE' B RED C #40 DARK BRONZE ANODIZED D WHITE TEXT ON RED BACKGROUND E WHITE IYITH RED BAND F COLOR/FINISH TO MATCH ADJACENT SURFACE G COLOR TO MATCH BENJAMIN MOORE — MOORGLO LATEX HOUSE AND TRIM PAINT #096 -967 'OFF WHITE" H MIL FINISH ALUMINUM J BENJAMIN MOORE PAINT: #283- 2134 -40 'WHALE GRAY, SOFT GLOSS (PAINT ALL SIDES OF THE DOOR) K BENJAMIN MOORE PAINT: #071 "BLACK". L NATURAL CONCRETE. GRAY. M STAINLESS STEEL N NATURAL' BRICK NOTE: EXTERIOR ELEVATIONS 1. ALL SIGNAGE IS UNDER SEPARATE SUBMITTAL AND PERMIT (N.I.C.). 2 . ALL ACCESSORIES, FLASHINGS ETC. SHALL BE PAINTED TO MATCH ADJACENT SURFACES (U.N.O.) 3. ALL EXTERIOR WALL OPENINGS FOR RECEPTACLES, HOSE BIBS, ETC. SHALL BE SEALED. SEE FLOOR PLAN, GENERAL NOTES, AND SPECIFICATIONS FOR ADDITIONAL NOTES. A rGhr, amT, /Emi l EPMT 9330 BALBOA AVENUE SAN DIEGO, CA 92123 01999 Jock in the Box Inc. s. M pepstf b Js3 M Se Bs Me and Sell not M cskid > neres,oW *Stoat be psis* whim smolt dates RELEASE; AUG. 5, 2002 PJL(JB ONLY 15 12 -31 -02 PERMIT: - - 1/14/04 BID: 1/27/04 0OLI51RUCTIgt 3/15/04 revisions 2/19/04 OWNER REY. L 3/314 DES REWEW REV. A 4/51k14 PFFMT RFV A 5/7/D4 Ix7NST REV site information MK TYPE: CONVERSION JIB t 8365 ADDRESS: 3742 S. 144TH STREET TUKWILA, WA DRAWN BY: ARR SCALE: AS NOTED EXTERIOR ELEVATIONS 9 A A4.1