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HomeMy WebLinkAboutSEPA E02-013 - OLIVE GARDEN - 7400 SF RESTAURANTOLIVE GARDEN RESTAURANT CONSTRUCTION OF NEW RESTAURANT AT SOUTHCENTER MALL 310 STRANDER BLVD E02 -013 City of Tukwila De artment of Public Works To: Art Pederson From: Cyndy Knighton CC: Nora Gierloff Jill Mosqueda Date: September 13, 2002 Re: Olive Garden Traffic impact Analysis E02 -013 I have reviewed the Olive Garden Traffic Impact Analysis report prepared by David Evans and Associates, Inc. (DEA) and have found it acceptable. This report shows that the proposed Olive Garden restaurant's traffic generation meets our concurrency requirements and only an impact fee is required. The details on the impact fee is included below. Additionally, a SEPA requirement has been placed on this development to provide the engineering required to modify the signal timing at the intersection of Strander Boulevard at 61S` Avenue S. The City of Tukwila has already completed some analysis on the changes necessary to improve safety operations and will be responsible for the installing and implementation of the necessary changes per the SEPA conditions document. My only issue with the report is the use of "Internal Capture" rates to reduce the gross trips the actual net new trips. From information provided to me by DEA on the use of the internal capture rate I have come to the conclusion that its use in this situation is inappropriate. Specifically I am referring to the information on page 80 of the Trip Generation Handbook. "A shopping center could also be considered a multi-use development [thus making the use of internal trip rate factors appropriate]. However, because data have been collected directly for them, shopping centers are considered in Trip Generation as a single land use. The associated trip generation rates and equations given in Trip Generation reflect the "multi -use" nature of the development.... Accordingly, internal capture rates are not applicable and should not be used to forecast trips for s/wppinR centers if using Land Use Code 820.... However, if the shopping center is planned to have out - parcel development of a significantly different land use classification or a very large percentage of overall GLA, the site could be considered a multi -use development for the purpose of estimating site trip generation." Referring to the Trip Generation, 6111 Edition, for definitions of Land Use 820, I found that "[a] shopping center is an integrated group of commercial establishments that is planned, developed, owned, and managed as a unit....Many shopping centers, in addition to the integrated unit of shops in one building or enclosed around a mall, include outparcels.... These buildings are typically drive -in banks, retails stores, restaurants, or small offices. Although the data herein do not indicate which of c: \documents and settings\noraMocal settings \temp \e02- 013t.doc • • the centers studies include peripheral buildings, it can be assumed that some of the data show their effect. ,, Although the Olive Garden is not being developed concurrent with the Southcenter Mall, it does not seem appropriate to allow the use of the internal capture rate to reduce the new trips generated by the restaurant. The Olive Garden restaurant is neither a unique use for a shopping center nor is it a significant proportion of the gross leasable area of the existing mall. As such, I have modified the trip distribution presented in the study to reflect the higher number of new trips after disallowing the reduction for internal capture trips. I do not take any issue with the pass -by trip rate reduction nor the method of trip distribution. Because the actual change in net new trips forecast is small and the overall good level of service of surrounding intersections, I have not asked the developer td update the LOS analysis. The change in impacts to the intersection and corridor operation with 16 additional p.m. peak hour trips would be negligible. However, to calculate the required impact fee I did apply the trip distribution percentage to the modified net new trips for the two projects requiring developer fees. West Valley /Strander Boulevard Intersection improvement project 12 new trips * $238 per trip = $2,856.00 Interurban Bridge Widening project 6 new trips * $1,122 per trip = $6,732.00 TOTAL IMPACT FEE REQUIRED = $9,588.00 c: \documents and settings\nora\local settings \temp \e02- 013t.doc Project Name: City Tukwi Steven M. Mullet, Mayor Department of Community Development NOTICE OF DECISION Olive Garden Restaurant Project Description: Applicant: Steve Lancaster, Director September 12, 2002 Construction of a 7,405 square foot restaurant in the south parking lot of Southcenter Mall. Project will provide 154 parking spaces. Steve Hale, for Olive Garden / Darden Restaurants 1048 Peppertree Drive Fairfield, CA 94533 Project Location: 310 Strander Boulevard (west side of 61st Place South, the main south parking lot entry to Southcenter Mall from Strander Boulevard) Permits Required by this Application: 1) SEPA (File E02 -013) 2) Design Review (L02 -020) This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Mitigated Determination of Non - significance (MDNS) for the above project based on the environmental checklist and the underlying permit application. The following mitigation condition will be required: The Olive Garden development is responsible for the engineering of the signal modifications and purchasing costs of any new signal heads to improve vehicular safety at the intersection of 61st Avenue S and Strander Boulevard. The City of Tukwila will implement the timing changes and install the new signal heads. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Monday through Friday 8:30 a.m. - 5:00 p.m. The project planner is Art Pederson, who may be contacted at (206) 431 -3670 for further information. The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , AeZ2Z/N___,, HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance ad. c'4 _—' Board of Adjustment Agenda Pkt Project Number: Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt , - e1,7 Notice of Action Or Person requesting mailing: Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other 1 e] /QiZ�'o /d?Z� / " Was mailed to each of the addresses listed on this year 20 l%Z day of in the P :GINAWYNETTA/FORMS/AFFI DAVIT-MAIL . 08/29/003:31 PM Project Name: ad. c'4 _—' Project Number: Mailer's Signature: l , - e1,7 e Or Person requesting mailing: tX:6e P :GINAWYNETTA/FORMS/AFFI DAVIT-MAIL . 08/29/003:31 PM MEMORANDUM September 12, 2002 To: Steve Lancaster From: Art Pederson Re: E02 -013 (SEPA Determination) Olive Garden Restaurant 310 Strander Boulevard Project Description: This SEPA review is for the proposed construction of a 7,405 square foot restaurant in the south parking lot of Southcenter Mall. Project boundaries will provide approximately 154 parking spaces. Proponent: Steve Hale for Olive Garden / Darden Restaurants. Location: 310 Strander Boulevard. The site is the area northwest of the intersection of Strander Boulevard and South 61st Place, the private road that is one of the south entrances to the mall. The site is currently used largely as an "overflow" parking area for the Southcenter Mall. Documents Accompanying Application: Traffic Impact Analysis (Draft Report) from David Evans Assoc., dated May 2002. Geotechnical Report from Professional Service Industries, dated June 19, 2001. Drainage Report from David Evans Assoc., dated March 26, 2002. Plan Set (Horizontal Control Plan, Erosion Control, Grading and Paving Plan, Storm Drainage Plan, and Sanitary Sewer and Water Plan) from David Evans Assoc., received May 28, 2002. Site Plan and Building Elevations from CHRO Architects, dated 7/19/02. Landscape Plan and Hourian Assoc. Landscape Architects, dated 7 /19/02. Land Title Survey from Bush, Roed and Hitchings, dated July 2001. SEPA Review — E02 -013 • Olive Garden Restaurant September 12, 2002 earth work and truck tire travel will be sufficiently mitigated by City Code and Puget Sound Clean Air Agency regulations for these impacts. Water The closest water body to the site is Tukwila Pond, which lies approximately 400 feet to the south. The Green / Duwamish River lies approximately 2/3 of a mile to the west. Storm water run -off from the site and the surrounding area drains to the Green / Duwamish River via the local storm water system. All site storm water run -off will be collected and treated in a "Stormceptor" system in compliance with City of Tukwila and King County Storm Water requirements before discharge into the local storm water system. Plants The project site is a paved parking lot. Perimeter landscaping exists between the parking lot and Strander Boulevard and S 61st Place (the private entrance road). City landscape requirements of TMC 18.52 will require the enhancement of the existing perimeter landscaping along Strander Boulevard and the addition of new landscaping around the proposed building and throughout the site parking areas. Animals Concur with checklist; no impacts to Animals are anticipated by this proposal. Energy /Natural Resources Project construction will use fossil fuels for construction machinery. The completed project will use both natural gas and electrical energy. Environmental Health No emergency services beyond those required for the surrounding land uses will be required as a result of the proposed project. Short-term construction noise will be generated, but should not cause an impact due to the existing ambient noise from the surrounding commercial uses. All equipment will be operated with required local, state, and federal noise suppression devices. City Code restricts construction generated noise between the hours of 10 PM and 7 AM. 3 SEPA Review — E02 -013 Olive Garden Restaurant September 12, 2002 The intersection has a small history of accidents and near accidents that are signal related. Because of the new volumes being added to the network by the Olive Garden restaurant, some minor signal modifications will be necessary at their primary access not to improve level of service, but to improve vehicular safety. The City of Tukwila has already completed some preliminary study of potential signal modifications to ensure that the intersection level of service will not be compromised by the change. The Olive Garden development is responsible for the actual engineering of the signal modifications and purchasing costs of any new signal heads, if required, to accomplish the change. The City of Tukwila will implement the timing changes and install the new signal heads, if required. Public Services This project will require occasional public services from the Police and Fire Departments typical of similar restaurant uses anticipated for the Tukwila Urban Center. Utilities The proposed project will utilize the electrical, natural gas, storm water and water and sewer services currently available to the surrounding properties and uses. No interference or interruption of these utilities for the surrounding uses is anticipated by this project. Recommendation Mitigated Determination of Nonsignificance (MDNS) with the following condition: The Olive Garden development is responsible for the engineering of the signal modifications and purchasing costs of any new signal heads to improve vehicular safety at the intersection of 61st Avenue S and Strander Boulevard. The City of Tukwila will implement the timing changes and install the new signal heads. 170 411.1 .7.•■•• CO00011113 .11710..1 lay O. 011S1.11 Cr.= 4■•••• 4111.0411 ,V1.4 IVO .01004l111 11; • TTTI : I !:: • )) • • hIVZ11 • • • •iL..5N-1 • 1 r — -1F,.11-14:T 1 g , ; f 1 I : : I—LLI C,r4 1‘.....1" I OR Gil ;i 1 1 I i I il 1, I 1€•,, it 11111 1 • ‘: ( Cr) —13ifivi:111.uhos 3:6,0-146- • • •2 l) =I= '43.1:t1F:1E.I;tAiTraifg 9310N Id3LVAA WM '31,2A 'NEZ1 '6 NO1133S '141 3N 3H1 I 1711 MN 3H1 AO NO4thOd V 7e5.7,:gp '-;Ext-itirgiwa;14-7.1 Aff?"1; fht":047: :631.0N ii3M3S • Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director j roc s L'Z �i i\C�Jari - -D' i' c 1 NOTICE OF APPLICATION Fe'`';� 57)2 V ` `e DATED JULY 24, 2002 -001, Project Name: Olive Garden Restaurant Project Description: Construction of a 7,405 square foot restaurant in the south parking lot of Southcenter Mall. Project will provide 154 parking spaces. Applicant: Project Location: Steve Hale, for Olive Garden / Darden Restaurants 1048 Peppertree Drive Fairfield, CA 94533 310 Strander Boulevard (west side of 61st Place South, the main south parking lot entry to the mall from Strander Boulevard) Permits Required by This Application: 1) Design Review (L02 -020) 2) SEPA (File E02 -013) 3) Building and Miscellaneous (for construction). The file can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on Wednesday, August 7, 2002. If you have questions about this proposal contact Art 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 Pederson, the planner in charge of this file, at 431 -3670, extension 1163. Anyone who submits written comments will become a party of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the Director on a project or obtain information on your appeal rights by contacting the Department of Community Development at 431 -3670. A decision of the Director of the Department of Community Development may be appealed to King County Superior Court. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: 1st NOTICE OF APPLICATION: RE- ISSUED NOTICE OF APPLICATION: May 28, 2002 June 24, 2002 July 8, 2002 July 24, 2002 • • CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Olive Garden Restaurant 310 Strander Boulevard File #: Date: Reviewer: SEPA COMMENTS PRE02 -008 E02 -013 L02 -020 06.19.02 L. Jill Mosqueda, P. 1. TRAFFIC IMPACT ANALYSIS • The report submitted is a Draft. The City will only accept a final version. Z • No discussion is provided to address the concerns the City has with internal circulation problems and access to the site by emergency service vehicles as requested directly of the traffic engineer. 3 • The TIA needs to include analysis of parking demand both for the restaurant and how the removal of parking from the mall patrons will be affected. ITE has a parking generation manual which should be used. • Trip distribution shown on Figure 4 needs to be re- worked,. The numbers shown do not add up correctly and the distribution must be shown to a point where less than 5 new peak hour trips affect an intersection. This may mean that further intersections must be analyzed per the concurrency ordinance. • Level of service calculations were done based on isolated intersection function. Queuing must be taken into consideration in this area and will likely affect the intersection level of service. b • A statement was made that, future volume projections and LOS analysis was not required for this project. That is not true as the concurrency ordinance is still in affect, thus the analysis is required. -7 • Internal site circulation,may be influenced by the existing stop sign for eastbound traffic approaching the 61St Avenue S driveway alignment. This should be addressed under the f+Fst bullet point above. a' Projects /PRE00 -028 Olive Garden SEPA and DR 1 • • 2. No other PW SEPA comments DESIGN REVIEW COMMENTS No PW Design Review comments PRELIMINARY PLAN REVIEW COMMENTS The following preliminary comments apply to the civil design and are included to expedite the Public Works portion of the building permit plan reviewrocess. None of these comments directly apply to the SEPA or Design Review permits. 1. The City is working on the utility turnover. No work can be performed oil the utilities until the turnover process is complete. Contact Dave McPherson at 206 - 433 -0179, Tuesday through Friday, for information. 2. With the building permit application, provide a complete TIR per King County Surface Water Design Manual, Chapter 2.3.1.1 (page 2 -8). 3. Please acquire a copy of the City's Draft Infrastructure Design and Construction Manual. 4. Please provide construction plan notes per the City's enclosed Bulletin 1. Any additional notes shall not conflict with these notes. 5. The datum used for the plan shall be NAD 83/91 and NAVD 1988. The plans shall clearly state the datum. 6. The City adopted the 2002 WashDOT /APWA standards. Please update the notes and the design, where necessary, to meet those standards. 7. Sheet C -4 • Water quality notes A and B should refer to Sheet C -5. • Catch basin note 3 should say abandon pipes to the east, not the north, unless the north arrow on the plans is incorrect. 8. Sheet C -5 Projects /PRE00 -028 Olive Garden SEPA and DR 2 • • • On catch basin detail, the City standard is a vane grate. You can get an electronic copy of the City detail from Roman Linsao, 206 - 433 -0179, Tuesday through Friday. 9. Sheet C -6 • The sewer main is asbestos concrete pipe. The plans should provide appropriate direction to account for the asbestos. • Provide a manhole where the sewer line connects to the main. • Change the word grease trap to grease interceptor and provide a design per the City's Infrastructure Design and Construction Manual and the City's typical detail. Electronic copy available from Roman Linsao. • The sanitary sewer lines in and out of the grease interceptor should be 6 -inch. Projects /PRE00 -028 Olive Garden SEPA and DR 3 41 602,- of3 STATE ENVIRONMENTAL CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: Olive Garden Restaurant 2. Name of Applicant: Darden Restaurants, Inc. 3. Date checklist prepared: May 22, 2002 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Completion by 2003. CITY OF TuKtmut MAY 2 8 2002 PERMIT CENTER 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal: If yes, explain: No. 7. List any environmental information you know about that has been prepared or will be prepared directly related to this proposal: A drainage report, traffic report, and a geotechnical report have been prepared for the project and will be submitted with the site development permit application. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 9. List any government approvals or permits that will be needed for your proposal. City of Tukwila design reyiew_ap val, land altering permit, and commercial building permit; and Seattle -King County Health Department food service and plumbing approvals. 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist which ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposed project is the construction of an approximately 7,405- square foot restaurant to be built on an approximately 1.65 -acre leased portion of the existing 1 Agency Comments • • Southcenter Mall parking lot. The project will include the demolition of a portion of the parking lot and sidewalk to accommodate the building and the extension of utility lines. Agency Comments 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project site is located at the south end of the existing Southcenter Mall parking lot in / Tukwila, Washington. The site is bordered to the east by the south entrance road to the Mall; to the south by Strander Boulevard; and to the north and west by the Mall parking lot. Please see site plan for complete legal description and vicinity map. / 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use / Policy Plan Map as environmentally sensitive? No. B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): I olling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? Approximately 2 %. i c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sand and silt with interbedded clay and peat overlain with surficial fills. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. According to the Geotechnical Report prepared by Professional Service Industries, Inc. (PSI) (June 19, 2001), "The near surface soils encountered in the geotechnical exploration are considered moisture sensitive and will become unstable and pump under normal construction activities if overly wet. Therefore, if at all possible, sit:1-- grading and compaction should be carried out during a dry season." Geotechnical Report disclosed very loose silts beneath 20 to 25 feet of apparent fill. Conventional shallow foundations are recommended by PSI letter, dated September 13, 2001. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. 2 • 1 Only minor excavation or fill will be necessary in the proposed building and pavement areas to prepare the site for development. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. It is possible that minor erosion associated with construction could occur on the site. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 91%. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Temporary catch basin inserts will be installed in all existing and proposed catch basins within 100 feet of the site to prevent silt -laden runoff from entering the downstream system. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction, emissions and dust from vehicles will likely. occur. b. Are there any off -site sources of emissions or odors that may affect your proposal? If so, generally describe. None known. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Regular watering will be employed to minimize dust during construction. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, salt - water, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. 7U4 W t PeadO No. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. N/A t40 3 Agency Comments • • 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. N/A 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No. 5. Does the proposal he within a 100 -year floodplain? If so, note location on the site plan. No. 6. Does the proposal involve any discharges of water materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. N�ground water will be withdrawn and no water will be discharged to the groundwater. 2. Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.) Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. fiktCP k4e 5 The project will connect to City of Tukwila's sanitary sewer system, and thus will discharge no waste material to the ground. c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Storm water runoff from roof areas and parking areas will be collected, treated, and discharged on -site. Collection will be via a network of catch basins and piping. Water will be routed through "Stormcepto water quality manholes for treatment. The site is ultimately tributary to the Green River, approximately 3, 000 feet away. 2. Could waste materials enter ground or surface waters? If so, generally describe. It is highly unlikely that waste materials would enter ground or surface waters. The potential for such occurrence will be minimized through accepted means of storing such materials. 4 Agency Comments • • d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Stormwater management will occur in accordance with all applicable stormwater standards. 4. Plants a. Check or circle types of vegetation found on the site: Deciduous tree: alder, maple, aspen, other Evergreen tree: fir, cedar, pine, other Shrubs Grass Pasture Crop or grain Wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation b. What kind and amount of vegetation will be removed or altered? None; site is an existing parking lot. c. List threatened or endangered species known to be on or near the site. None to our knowledge. 5 •1 1' d. Proposed landscaping, use of native plants, or other measures to presgy_P of enhance n� vegetation on the site, if any: Landscaping will be provided meeting or exceeding City of Tukwila standards. 5. Animals a. Circle any bird and animals which have been observed on or near the site or are known to be on or near the site. Birds: Hawk, heron, eagle Mammals: Deer, bear, elk, beave , . -r: Fish: Bass, salmon, trout, herring, shellfish, other: Other robin, crow etc. b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. Not to our knowledge. d. Proposed measures to preserve or enhance wildlife, if any: None necessary. 5 Agency Comments Agency Comments 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas will be used for heat and electricity will be used for light. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. / No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: All systems will meet or exceed the requirements of the Washington Energy Code. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No. 1. Describe special emergency services that might be required. Police, fire, or ambulance services may be required, at the same level of use experienced in other restaurants within the city. 2. Proposed measures to reduce or control environmental health hazards, if any. No significant environmental health hazards are anticipated, therefore no special measures are proposed. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, construction, or production equipment, other)? The noise generated from abutting commercial operations will not affect the project. 2. What types and levels of noise would be created by or associated with the project on a short-term or a long -term basis (for example: traffic, construction or production equipment, other)? Indicate what hours noise would come from the site. Short -term noise will be generated by construction activities. No significant noise generation is anticipated upon completion of construction. 3. Proposed measures to reduce or control noise impacts, if any: None needed. 6 • • 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently in use as a mall parking lot. Adjacent properties are mixed retail uses and more mall parking. b. Has the site been used for agriculture? If so, describe. Not to our knowledge. Zr- c. Describe any structures on the site. None; site is an existing parking lot. d. Will any structures be demolished? If so, what? No. e. What is the current zoning classification of the site? Tukwila Urban Center (TUC). / / f. What is the current comprehensive plan designation of the site? Tukwila Urban Center / / g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. i. Approximately how many people would reside or work in the completed project? Approximatelyr'eople at the highest shift would work in the completed restaurant. j. Approximately how many people would the completed project displace. None. k. Proposed measures to avoid or reduce displacement impacts, if any: N /A. l 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal is consistent with the existing surrounding land use and the current zoning and Comprehensive Plan designations for this site. 9. Housing 7 / / Agency Comments • Agency Comments a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. None. c. Proposed measures to reduce or control housing impacts, in any: N/A 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas or chimneys; what is the principal exterior building material(s) proposed? Tallest height is 23 feet. The principal exterior building material will be stone. b. What views in the immediate vicinity would be altered or obstructed? None. c. Proposed measures to reduce or control aesthetic impacts, if any: Landscaping will be provided meeting or exceeding City code. fl/rh.) xee G5 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Parking lot poles and heads will be compatible with the current shopping center parking lot standards of 1, 000 -watt, metal halide lamps and decorative shroud on a steel galvanized round tapered poles with a minimum height of 40'. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off -site sources of light or glare may affect your proposal? Existing off -site light sources will not affect the project. d. Proposed measures to reduce or control light and glare impacts, if any: N/A 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Shopping Mall, private health clubs, and other facilities typical to an urban setting. /ijKw /LA- g 8 t b. Would the proposed project displace any existing recreational uses? If so, describe2 No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: N/A 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, or eligible for listing in national, state, or local preservation registers known to be on or next to the site? If so, generally describe. Not to our knowledge. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None to our knowledge. c. Proposed measures to reduce or control impacts, if any: N/A 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. The site fronts on Strander Boulevard and the south Mall entry road and is served by Interstate 5 and Southcenter Parkway. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? There is a transit stop at Andover Park West and Strander Boulevard. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project would hav 194 par thg spaces and Mould eliminat spaces. 512- f l445-q • 6"- 4?-4 tec-s ! c� WtLL F4cy 66- Lt'S -d4� iS I d. Will the proposal require any new roads or streets, or improvements td existing roads or streets, not including driveways? If so, generally describe (indicate 7" whether public or private). No; all required improvements to the public right -of -way are currently in place to accommodate the proposed restaurant. Agency Comments e. Will the project use (or occur in the immediate vicinity of) water, or air transportation? If so, generally describe. No. 9 • Agency Comments f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. The restaurant would generate approximately 965 vehicular trips per day. Peak times would generally occur during the lunch hour, 12:00 PM to 1:00 PM, and the in the evening between 4:00 PM and 6:00 PM. ��q- ' p LB tn�O1,ts1 6 r i'►2- e„ ht 1 b &X t3 g. Proposed measures to reduce or control transportation impacts, if any: t- Igi -V■,J(3 aff. ' None. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Yes, increased police protection, fire protection, and public safety services, as well as street and utility maintenance services. b. Proposed measures to reduce or control direct impacts on public services, if any. No significant impacts are anticipated, therefore, no mitigation measures are proposed. 16. Utilities a. C. utilitie . ently . . ilable . i - site: septic b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Puget Sound Energy will provide electricity and natural gas; the City of Tukwila will provide water and sewer service; and Qwest will provide telephone service. Please see site plans for locations of utility trenches and facilities. 10 // MAY .23.2002 2 :28PM DAVID EVANS NO.5133 t'.ie • • C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: 5freC4-k&_ Steve Hale Date Submitted: 5 ' Z - 0 1. P:1C\CRH00003\docs\enviro checklist.doc 11 City of Tukwila ESA Screening Checklist Date: City of Tukwila Clr,oFTto Endangered Species Act Screening Checklist /t/ , ? kt7,iti Z® 000.07 5 -2$ -0Z, Applicant Name: SiLe ✓e, J t, /e, Street Address: JO i Peipertreese_ 'Z■rjtre, City, State, Zip: 7 't.. i y ej e-!!X C +-- , L 3 3 Telephone: _L-T011 4- 2Th r-kk -00:0 itz_ta -50 SZ DIRECTIONS This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of chinook salmon, coho salmon, or cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. May 24, 2001 1 • • City of Tukwila ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and sche duled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -0 Will the project require any form of-grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (see Tukwila Municipal Code (TMC) Chapter 18.06, Zoning Code, Page 18 -11). Please circle appropriate response. NO - Continue to Question 2 -0 C� Continue to Question 1 -1 (Page 3) 2 -0 ' Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18 -8). Please circle appropriate response. kla Continue to Question 3 -0 YES - Continue to Question 2 -1 (Page 4) 3 -0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwaniish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Pave 18 -15). Please circle appropriate response. NO Continue to Question 4-0 YES - Continue to Question 3-1 (Page 5) 4 -0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -11). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. 00 Continue to Question 5-0 YES - Continue to Question 5-0 5 -0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 and 18.45.080E.4, or would require a geotechnical report if not e - pt under TMC 18.45.080A, should answer Yes. Please circle appropriate response. NO Continue to Question 6-0 YES - Continue to Question 6-0 May 24, 2001 2 City of Tukwila ESA Screening Checklist Part A (continued) 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -13). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. N — Checklist Complete 'ES Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answe r. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. NO Continue to Question 1 -2 YES - Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivets, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 1 -3 YES - Continue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development. Please circle appropriate response. - Continue to Question 2 -0 (Page 2) YES - Continue to Question 1 -4 Part B (continued) May 24, 2001 3 • • City of Tukwila ESA Screening Checklist 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) YES - Continue to Question 2 -0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2 -2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self - supporting woody plant, characterized by one main trunk, with a potential diameter - breast- height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2 -4 YES - Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2 -4 YES - Continue to Question 2 -4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 1) YES - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 3-0 (Page 2) May 24, 2001 4 City of Tukwila ESA Screening Checklist Part D: Ple ase review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish /Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3-2 YES - Continue to Question 3-2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3-3 YES - Continue to Question 3-3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO - Continue to Question 3 -4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross - sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3-5 YES - Continue to Question 3 -5 3 -5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3 -6 YES - Continue to Question 3 -6 May 24, 2001 5 City of Tukwila ESA Screening Checklist Part D (continued 3 -6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. NO - Continue to Question 3-7 YES - Continue to Question 3-7 3 -7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO - Continue to Question 3-8 YES - Continue to Question 3-8 3 -8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) May 24, 2001 6 City of'ltkwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 • RECEIPT Parcel No.: 2623049023 Permit Number: E02 -013 Address: 310 STRANDER BL TUKW Status: PENDING Suite No: Applied Date: 05/28/2002 Applicant: OLIVE GARDEN Issue Date: Receipt No.: R020000709 Payment Amount: 325.00 Initials: AP Payment Date: 05/28/2002 03:49 PM User ID: 0100 Balance: $0.00 Payee: STEVE HALE MANAGEMENT TRANSACTION LIST: Amount Type Method Description Payment Check 2987 325.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts SEPA 000/345.831 325.00 Total: 325.00 7171. 05/31. 9716 TOTAL 325.00 doc: Receipt Printed: 05 -28 -2002 CITY OF TUKWILA Public Works Department 206 -433 -0179 DEVELOPMENT BULLETIN 2 PLAN SUBMITTAL GUIDELINES Permit Application To apply for a Public Works permit, submit a completed application, four copies of the plans meeting the submittal guidelines, and any supporting documentation, in person to: Public Works Permits Center Engineering and Development 6300 Southcenter Boulevard Tukwila, WA 98188 206 - 433 -0179 www.ci.tukwila.wa.us Provide civil drawings on 22" x 34" sheets (maximum) Information Sources For help with permit plan submittal guidelines, please contact the Public Works Permit Center, at the above address and phone, or check out the Public Works Permit Center at www.ci.tukwila.wa.us. An application can be downloaded from the Department of Community Development site at www.ci.tukwila.wa.us. References, Standards, and Codes The following lists of references, standards, and codes provide the basis for design and construction requirements for multifamily - residential, commercial or industrial development, or construction of public infrastructure within the City. Where conflicts arise, clarify the rule with the Public Works staff. The City of Tukwila recognizes the most current edition of the following references, standards, and codes. 1. City of Tukwila Infrastructure Design and Construction Standards, 2. City of Tukwila Municipal Code, . 3. Comprehensive Land Use Plan, City of Tukwila, 4. Standard Specifications for Road, Bridge, and Municipal Construction, prepared by the Washington State Chapter of the American Public Works Association (APWA) and the Washington State Department of Transportation (WSDOT), / Approved 05.16.02 1 DEVELOPMENT BULLETIN 2 PLAN SUBMITTAL GUIDELINES 5. Manual on Uniform Traffic Control Devices (MUTCD), U.S. Department of Transportation as amended and approved by Washington State Department of Transportation, 6. King County Surface Water Design Manual, 7. Sensitive Areas Overlay, 8. State and National Environmental Policy Acts, 9. Shoreline Management Act, State of Washington, 10. WISHA - Washington Industrial Safety & Health Administration, 11.OSHA - Occupational Safety & Health Administration, 12. All other federal, state and local special requirements. Additional Standards and Codes In cases where the above references, standards, and codes do not cover elements of the project design and construction, the City recognizes and uses the most current edition of the following: Streets 1. A Policy on Geometric Design of Highways and Streets, AASHTO English units version, 2. NEC- National Electrical Code, 3. IMSA - International Municipal Signal Association. Surface Water 1. Surface Water Management Comprehensive Plan, City of Tukwila, 2. Washington State Department of Fish and Wildlife Requirements, 3. King County Spill Prevention and Control Manual, 4. Stormwater Management Manual for Western Washington, Department of Ecology. Flood Control Zone 1. Flood Insurance Study, current revision, Federal Emergency Management Agency, 2. King County Flood Hazard Policy, 3. King County Riverbank Stabilization Guidelines, 4. Green River Management (A.G. #85 -043), 5. City of Tukwila Allentown Policy #2000 -01 Revision 1. Water Supply 1. American Water Works Association Standards, Accepted Procedure and Practice, AWWA, 2. Manual of Cross - Connection Control, Foundation for Cross - Connection Control and Hydraulic Research, 3. Backflow Prevention Assemblies Approved for Installation in Washington State, Washington State Department of Health, Approved 05.16.02 2 DEVELOPMENT BULLETIN 2 PLAN SUBMITTAL GUIDELINES 4. Standards and specifications of all districts providing service within the City, 5. Uniform Plumbing Code, 6. Water System Comprehensive Plan, City of Tukwila. Sanitary Sewer 1. Criteria for Sewerage Works Design, Washington State Department of Ecology, 2. Comprehensive Sewer System Plan, City of Tukwila, 3. Uniform Plumbing Code, 4. Standards and specifications of all sewer districts providing service within the City. Submittals Prior to beginning multifamily - residential, commercial, industrial development, or development requiring construction of public infrastructure within the City, the Applicant shall submit a permit application, plans, and specifications to the Public Works Permit Center for review and approval by the Public Works Department. Development design and construction shall meet all of the applicable standards and codes. (Maximum 22" X 34 ") Depending on the project, the Director may require submittals in addition to those described in this section. Errors and Omissions At the Director's discretion, any significant error or omission in the approved plans or information used as a basis for approval will constitute grounds for withdrawal of any permit approvals and /or stoppage of any or all of the permitted work. The Permittee shall show cause why such work should continue and make such changes in plans as required by the Director. Plans The plans shall clearly indicate the location, nature, and extent of the proposed work and shall contain sufficient detail to show that all provisions of the . standards and codes are met. A professional engineer, registered in Washington State, shall prepare the plans, and stamp, date, and sign each sheet. At a minimum, the plans shall include all of the following that apply: 1. Plan Information • Title block. • Project name and address. • North arrow. • Scale - ✓ For site work: 1 " =40' horizontal and 1 "= 4' vertical. ✓ For public facility work: 1 " =20' horizontal and 1" =2' vertical. • Proposed as solid lines and existing as dashed lines or in half tone. Approved 05.16.02 3 DEVELOPMENT BULLETIN 2 PLAN SUBMITTAL GUIDELINES • Location - Street names, addresses, parcel numbers. • Vertical datum - NAVD 1988. For a Flood Control Zone permit, the Applicant shall supply conversion calculations from NAVD 1988 to NGVD 1929. • Horizontal datum NAD 83/91. 2. Property lines - Site property lines shown in true location with respect to the plan's topographic information. 3. Easements and rights -of -way - Existing and proposed boundaries, dimensions, and purposes. For existing easements provide recording numbers. 4. No -work Zones - Dimensions of clearing limits, sensitive areas and their buffers. 5. Topography - Existing and proposed topography for 15 feet outside the property lines, at a contour interval sufficiently detailed to define the topography over the entire site. The standard contour interval is 2 feet. Projects within flood control zones and some storm drainage plans require 1 -foot intervals. The Director may require contours up to 300 feet outside the property lines. 6. Cut and Fill Volumes - Total cut and total fill as separate volumes. 7. Stockpiles - Quantity of soil or earth material in cubic yards to be excavated, filled, stored, or otherwise utilized on -site. Location and graphic representation of proposed excavations and fills, or on -site storage of soil and other earth material, and any on -site disposal. 8. Drainage Features- Location and graphic representation of all existing and proposed natural and man -made drainage features including water courses, lakes, and wetlands within 1/4 mile of the project boundaries. 9. Impervious Surface Number of acres of entire parcel (to nearest 0.1 acre), total square footage of total impervious surface, and percent of site which will be impervious surfaces. 10. Structures - Footprints of buildings or structures on the property and the footprints of any buildings or structures on land adjacent to the site which are within 15 feet of property lines or which may be affected by the proposed grading operations. Provide finished floor elevation of proposed structures. 11. Existing and proposed, above ground and below ground infrastructure. 12. Include streets, storm drainage, water supply, and sanitary sewer. Approved 05.16.02 4 DEVELOPMENT BULLETIN 2 PLAN SUBMITTAL GUIDELINES • Streets - Curb, gutter, sidewalk, accesses, lighting, junction boxes, detector loops, widths, cross - section, pavement section, radii, and grades. • Storm drainage, water supply and sanitary sewer - Location, percent slope, length, size, and type for all pipes. Elevations for catch basins, flow line elevations, manholes, side sewers, drop connections, pipe size changes, and clean outs. • Sequentially number structures, such as catch basins and manholes. Provide separate numbering for each system. • Identify any possible utility conflicts and provide pothole depths. Indicate drainage flow directions in parking lots, roadway intersections and cul -de -sacs. Provide maintenance access. • For water and sewer, provide a profile of water main and sanitary sewer main using the same stationing, on the same plan sheet as the roadway plan view. The profile shall include existing topography, proposed topography, and invert elevations shown at point sewer leaves structures, connects to the main, and at all bends and junctions. • For projects requiring a grease interceptor, provide sizing calculations and a plumbing plan showing all plumbing going to the grease interceptor. 13. Erosion prevention and sediment control plan. 14. Standard Construction Notes. Include roof downspout control notes and geotechnical notes, when appropriate. Approved 05.16.02 5 7 CITY OF TUKWILA Public Works Department 206- 433 -0179 DEVELOPMENT BULLETIN 1 STANDARD CONSTRUCTION PLAN NOTES Locations shown for existing utilities are approximate. Prior to starting construction, contact ONE -CALL (1- 800 - 424 -5555) for utility locations. CONTACTS 1. Project Manager 2. Design Engineer 3. Owner: 4. Other: GENERAL 1. Notify the Utilities Inspector at 206 - 433 -0179 at least 48 hours before starting project site work. 2. Request a Public Works utility inspection at least 24 hours in advance by calling 206 - 433 -0179. 3. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 4. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Infrastructure Design and Construction Standards available at the job site. 5. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 6. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards, unless otherwise approved by the Public Works Director. 7. Contractor shall maintain a current set of record drawings on -site. 8. Contractor shall provide record drawings prior to project final approval. 9. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 10. All surveying for public facilities shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be NAD 83/91. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 11. The Contractor shall replace, or relocate all signs damaged or removed due to construction. Approved 05.16.02 1 DEVELOPMENT BULLETIN 1 STANDARD CONSTRUCTION NOTES GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits and install construction entrance. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: • Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. • Stockpile, on site, enough cover materials to cover all disturbed areas. 7. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches over 4 -feet deep. All trench safety systems shall meet WISHA requirements. 2. Power, cable, fiber optics, and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with "Dump No Waste" and either "Drains to Streams ", "Drains to Wetlands ", or "Drains to Groundwater ", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. 4. For single family construction provide one of the following notes: .t DEVELOPMENT BULLETIN 1 STANDARD CONSTRUCTION NOTES • Single family residences constructed on Tots created by subdivision must provide downspout infiltration according to the approved subdivision. OR, • Single family residences constructed on lots created by subdivision must provide downspout dispersion systems according to the approved subdivision. OR, • Single family residences constructed on lots created by subdivision must provide perforated stub -out connections according to the approved subdivision. 5. Coordinate final stub -out locations with the Utilities Inspector. Provide a wire or other detection device and mark stub -out location with a 5 -foot 2 "x4" stake, buried 4 -feet and labeled "storm' or "drain ". WATER SUPPLY NOTES 1. The Contractor shall install corporate stops, water service lines, and meters. The City of Tukwila will install the meters. 2. Pressure test all water mains and appurtenances. 3. Flush and disinfect new, cleaned, or repaired water mains. 4. Install restrained joints at all bends, tees, and other direction changes. 5. All water mains shall have a blow -off assembly at low point and an air vacuum relief valve at high point of main. 6. Install fire hydrant assembly so it stands plumb and so that the lowest outlet is at 18" above the finished grade. The assembly shall have a clear zone around hydrant of at least 36" and the pumper port shall face street or fire access. 7. The installer of a fire line backflow prevention device installed outside the building and underground, shall have a Level III certificate of competency or a Level U contractor's certificate of competency. If the installer is different than the backflow prevention designer, then the installer must stamp, sign, and date the plans, in addition to the designer's stamp, signature, and date. SANITARY SEWER NOTES 1. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards, unless otherwise approved. 2. The Contractor shall mark the end of the side sewer, inside the property line, with a 4 foot pressure treated 2 x 4, buried in the ground 4 feet. The buried end shall have a 2 x 4 cleat nailed to it to prevent withdrawal of the stake. The exposed 1 -foot shall be painted traffic yellow and the depth to the side sewer or tee shall be indicated in black paint. 3 DEVELOPMENT BULLETIN 1 STANDARD CONSTRUCTION NOTES GEOTECHNICAL NOTE I, , the architect /structural engineer, reviewed the geotechnical report, titled , prepared by and dated . I understand the report's recommendations, I explained to the Owner the risks due to slides and I incorporated the recommendations into the design. I established measures to reduce potential risk of injury or damage that might be caused by any earth movement predicted in the report. Signature Date 4