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Permit PL18-0103 - LAM'S SEAFOOD MARKET - DESIGN REVIEW
LAM'S SEAFOOD MARKET 2623049110 PARENT FILE PL18-0103 THIS FILE L18-0118 DESIGN REVIEW/ADMINISTRATIVE City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF DECISION Administrative Design Review for Lam's Seafood April 19, 2019 TO: Lara Barnes, Jackson Main Architecture Kimco Realty Corporation, Owner King County Assessor, Accounting Division Washington State Department of Ecology This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. File Number: Applicant: I. PROJECT INFORMATION L18-0118 Lara Barnes, Jackson Main Architecture Type of Permit Applied for: Administrative Design Review Project Description: Location: Associated Files: Comprehensive Plan Designation/Zoning District: Administrative Design Review approval for changes to exterior building facades, perimeter landscaping, landscaping islands, and vehicular and pedestrian circulation. 243 Minkler Blvd., Parcel #2623049110 D18-0399 (Development Permit) Tukwila Urban Center — Commercial Corridor (TUC -CC) II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Director has determined that an application for Administrative Design Review does comply with applicable City and state code requirements and has approved that application. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the Board of Architectural REview of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Board of Architectural Review decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14-days of the issuance of this Decision; that is by May 6th, 2019. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee of $645.00. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the Board of Architectural Review based on the testimony and documentary evidence presented at the open record hearing. The Board of Architectural Review decision on the appeal is the City's final decision. Any party wishing to challenge the Board of Architectural Review decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. If no appeal of the L18-0118 Notice of Decision 2 BAR decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Max Baker, who may be contacted at 206-431-3683 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period if no appeal is filed. Jack �: ce, Director Depa• ment of Community Development City of Tukwila L18-0118 Notice of Decision 3 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director Staff Report Administrative Design Review for Lam's Seafood Prepared April 18, 2019 File Number: L18-0118 Associated Permits: D18-0399 (Development Permit) Applicant: Lara Barnes, Jackson Main Architecture Owner: Kimco Realty Corporation Request: Administrative Design Review approval for changes to exterior building facades, perimeter landscaping, landscaping islands, and vehicular and pedestrian circulation. Location: 243 Minkler Blvd, Parcel #2623049110 Comprehensive Plan Designation/ Zoning District: Tukwila Urban Center - Commercial Corridor (TUC -CC) Environmental Review: Exempt Public Notice: No public notice is required for this administrative design review. Staff: Max Baker Attachments: A. Plan Set and Materials Board Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov FINDINGS Vicinity/Site Description Project Description This project seeks to change the retail store use of the existing tenant space to a grocery store. The project includes facade improvements on all two sides of the existing building, new perimeter and parking lot landscaping, and improvements to the vehicular and pedestrian circulation. Although the new development will change the current use of the building, there is no intensification of use. The existing structure will be branded as "Lam's Seafood Market." Existing Development The existing development is a vacant tenant space that is part of the Parkway Supercenter shopping center. Parkway Supercenter is a 278,864 square foot building built in 1972; the tenant space occupies the northeast corner of the structure. The building is located on parcel 2623049110 zoned Tukwila Urban Center -Commercial Corridor. The building's facade along Minkler Blvd. has few design elements as it has primarly been used for loading bays for the individual tenant spaces in Parkway Supercenter. Surrounding Land Use The project site is bounded by Minkler Blvd. to the north and a private access road to the east. Southcenter Parkway is located to the west of the site and provides access to the tenant space's western entrance. Retail strip malls are located north of the project across Minkler Blvd., and an office park is located to the east. Topography & Vegetation The entire site is level and has no topographical or environmental constraints. Access The site has two vehicular access points, one from Southcenter Parkway to Parkway Supercenter's main parking lot, and another from Minkler Blvd. to a parking lot that will be used exclusively by Lam's Seafood customers. A 6-foot wide sidewalk is located adjacent to Minkler Blvd. and will provide pedestrian access to the eastern store entrance. Design Review The purpose of Design Review is to ensure the public health, safety and welfare is satisfied upon approval of new development and specifically to promote well designed developments that are creative and harmonious with the natural and man-made environments. This project is subject to administrative design approval under Tukwila Municipal Code (TMC) 18.28.030.D. This project is not considered a major remodel because the total amount of work does not exceed more than 50% of the replacement costs. Southcenter Design Manual The Southcenter Design Manual's guidelines support and complement the community vision described in the Southcenter Subarea Plan, supplement and expand upon the design requirements in Chapter 18.28, and provide a flexible tool for quality and innovation. The Design Manual is organized into two main sections: Site Design Elements and Building Design. Site Design Elements covers a number of design topic areas, including Site Design, Service Areas and Mechanical Equipment, Lighting, Walls and Fences, and Open Spaces. The section on Building Design covers Architectural Concept, Entrances and Doors, Building Facade — Base and Top, Corner Treatments, L18-0118 Staff Report 2 Building Massing, Building Details and Elements, Building Materials and Colors, Windows, Weather Protection, Blank Walls, and Parking Structures. For each topic area, there are one or more Design Criteria, which can be general in nature. The Design Criteria explain the requirements for development proposals. They are the decision criteria by which the Director or Board of Architectural Review will decide whether to approve, condition or deny a project. The examples and explanations which augment each Design Criteria, provide guidance to the project applicant, to City Staff in reviewing a project proposal, and the decision maker in determining whether the project meets the Design Criteria. A. Site Design Elements 1. Site Design. According to the Southcenter Subarea Plan, the vision for the TUC -CC District is for auto -oriented retail and services occurring in a manner similar to the existing patterns of development. As new development occurs, new improvements should provide modest pedestrian amenities and beautification with indigenous landscaping. In general, the site design concept of this project seeks to increase the attractiveness of the property by updating the facades of the existing building, adding transparency and outdoor seating, and creating a second entrance for the store off Minkler Blvd. Although the project primarily involves facade improvements to the existing building on the premise, the applicant is also making changes in the layout of the parking lot, drive aisles, and sidewalks resulting in pedestrian and vehicle circulation improvements. Landscaped islands, a pedestrian plaza, and an improved parking area will create a safer environment for vehicular and pedestrian traffic. Drive aisles from Minkler Blvd. have been widened and improved to provide safe access to the parking area while still accommodating truck access to the Parkway Supercenter loading bays along the private access road. No change of use is proposed for the site (Parkway Supercenter is designated as a "Shopping Center" in regards to parking requirements), so the additional parking provided by the eastern parking lot is above and beyond what is required for the site. No additional lighting is required within the parking lot. The existing curbcut from Minkler Blvd. is widened to 30' to better accommodate increased vehicular traffic from market patrons while still providing a sufficient design for trucks accessing loading bays. The redesigned curbcut provides a new crosswalk through the drive aisles that matches the grade of the sidewalk along Minkler Blvd., removing the need for ramps. Additionally, stamped concrete is employed near the entrance of the store as well as within the drive aisles immediately adjacent to Minkler to better denote a pedestrian realm and to encourage vehicles to reduce their speed through the area (see Fig. 1). There will be new landscaping added to existing landscape islands, as well as perimeter landscaping added to soften the look and create a more inviting appearance along Minkler Blvd. Planting notes are consistent with the Tukwila landscaping guideline. An irrigation system will be added to ensure proper hydration of plants. L18-0118 Staff Report 3 COVERED PATIO BLOG EXPANSION BIKE RACK ENTRY TOWER AREA CANOPY DOWNSPOUT TYP SEE CIVIL. CART CORRAL Fig.1 Pedestrian plaza and crosswalk utilizing stamped concrete (hatched area) Facade improvements are limited to the tenant space but will have a significant impact on the site's appearance. Currently the northern and eastern facade have multiple service entrance doors. These doors will be removed or relocated, and a public entrance will be added to the northeast corner of the building. Canopies, vertical columns, windows, and roll -up doors will add visual interest to the facades of the building. Lighting fixtures will be added to illuminate the building and entrance and provide a safe shopping experience for customers. Colors will be added that complement each other and the surrounding retail establishments. Fig. 2: Current conditions looking from the Northeast, Minkler Blvd. and Private Access Rd. Fig. 3: Proposed design looking from the Northeast, Minkler Blvd. and Private Access Rd. L18-0118 Staff Report 4 2. Service Areas and Mechanical Equipment. Service elements, such as garbage, recycling, and service loading, will be located inside the building or to the rear of the property away from public spaces. Circulation patterns submitted with the plan indicate that there will be ample space for truck maneuverability within this area. 3. Lighting. The style of the exterior lighting fixtures fits the more contemporary building design, and are evenly spaced along the new building facades. The addition of lights will illuminate the building during the darker seasons and help create a safer shopping experience for all customers. Existing parking lot lighting will not be changed. 4. Walls and Fences. Color banding around the building, roof improvements, and awnings create a cap and base treatment to the facade. Vertical articulation and windows adds dimension and breaks up larger blank wall facades. No fences are proposed for the project. 5. Open Space. The project is not required to provide new open space requirements. 6. Signage All new signs will need to meet the guidelines within the sign code for this site and must obtain a permit prior to installation. Further clarification can be found in the Tukwila Municipal Code Title 19. 8. Building Design 1. Architectural Concept. The existing building was constructed in 1972, and the proposed facade update will result in a more contemporary architectural design, adding a positive element to the architectural character of the TUC -CC District. The existing building's small service doors will be removed and replaced with a facade that provides an obvious entry point into the market for the public. Varying colors, pilasters, lighting and the addition of canopies over main entrances and gathering areas transforms the loading dock area into an inviting retail space. The design also incorporates subtle elements from Vietnamese markets (tiled roofing, open walls) without deviating significantly from surrounding retail designs. 2. Entrances and Doors. The primary entrance is marked with a large portico, centered between larger pilasters at the northeast corner of the building. This portico is colored red, making it stand out against the tan facade of the rest of the building. Roll -up doors allow for additional entry points into the market but are not meant to be primary entry points, thus they employ a more recessed design. 3. Building Facade — Base & Top. Projected banding along the top of the building creates a more significant top than the existing building provides, and a pitched roof incorporating "Spanish Red" tiling with awnings at the top of the portico provides a roof element at the main entrance. The base of the facade incorporates reinforced EIFS to resist damage from shopping carts and foot traffic, and employs a different color (Stone Lion) along the facade to amplify the base. 4. Corner Treatments. The entrance portico at the northeast corner of the building provides significant articulation to the existing structure, and the top of the mass is provided with recognizable silhouette. L18-0118 Staff Report 5 5. Building Massing. Added vertical articulation creates dimension to the building facade. The large shopping center shape will remain, however the addition of porticos, pilasters, and multiple colors of banding provide interest and break up the large massing of the building. These design additions help make the large scale building feel more comfortable at the pedestrian scale. 6. Building Details and Elements. Building details and elements have been added to create a facade that fits within the design guidelines. Transparency will be incorporated at the entrance and along the north and east facades in the form of windows and glass doors. Horizontal color banding, as well as articulation of vertical pilasters meets articulation requirements through the Southcenter Design Guidelines. 7. Building Materials and Colors. Facade materials and colors will be more neutral and subdued, with brighter accent colors used on the portico. Colors and building materials are compatible with building materials of the adjacent building. 8. Windows. The project adds glass doors at the main customer entrance and roll -up doors along the north and east facades provide significant transparency into the market. The intention of the design manual is to allow daylight into the building and create a visual connection between activities outside and inside the building. The roll -up doors are consistent with the architectural style, design, and operational use of the building. 9. Weather Protection. The portico at the main public entrance provides significant weather protection for patrons entering the market. Metal canopies over the walkways and sitting areas along the north and east elevations provide additional refuge. Variation in color and materials add architectural interest to the building. 10. Blank Walls. The corner treatment, increased transparceny, and awnings work to break up the current blank wall at the site. Horizontal and vertical banding in three (3) different colors will create visual interest that will also break up the wall. The darker tone on the bottom creates a base to the building, making the building mass more comfortable at the pedestrian scale. 11. Parking Structures. This design criteria does not apply to this project. CONCLUSIONS Design Review Criteria 1. Site Design Site design changes for this project are limited given that the existing buildings on the site will remain in their current location. Given that constraint the project design meets the criteria. The parking area landscape islands and striping will be slightly revised to provide better vehicular circulation and access to parking spaces. New parking lot landscaping and perimeter landscaping will be added with the intent of softening the built environment and creating a more inviting appearance. The provided landscape plans are consistent with TMC L18-0118 Staff Report 6 landscaping code. New, more contemporary lighting will be added to the facade of the building. This will illuminate the building and create a safer shopping experience for customers. The project is not required to provide any new open space since it only consists of facade improvements. 2. Building Design The proposed facade update will result in a contemporary architectural design that significantly improves the Minkler Blvd. streetscape, adding a positive element to the architectural character of the TUC -CC District. The design presents a cohesive style that complements the adjacent retail space. The fagades facing Minkler Blvd. and the private access road show a high quality design with adequate modulation and articulation. Colors are neutral, with brighter colors used as on the portico to differentiate the main entrance. Materials are varied, adding visual interest. The scale is in harmony with neighboring development. RECOMMENDATIONS Staff recommends approval of the Design Review application. Additional Information 1. Any signage for the property shall be reviewed through submittal of a separate sign permit application. 2. The access road (intersects with Minkler) running N to S along the East side of the building must have yellow fire lanes painted along both curbs. 3. Plans indicate accessible parking sign minimum height to be 7 feet. That shall be changed to comply with 2009 ANSI 502.7 Identification. Where accessible parking spaces are required to be identified by signs, the signs shall include the International Symbol of Accessibility complying with Section 703.6.3.1. Signs identifying van parking spaces shall contain the designation "van accessible." Such signs shall be "60 inches" (1525 mm) minimum above the floor of the parking space, measured to the bottom of the sign. L18-0118 Staff Report 7 RECEIVED MAR 2 9 2019 City of Tukwila TUKW O Department of Community DevelopmentPUBLICblRKS FILE NUMBER PL18-0103 L18-0118 DESIGN REVIEW Land Use Routing form for Revisions TO: X Building X Fire Dept. ❑ Police Dept ❑Parks/Rec. x Public Works: DAVE MCPHERSON Project: LAM'S SEAFOOD MARKET Address: 3-1 I73(fg 50wiAcetuEer Kc-vy Date transmitted 03/28/2019 Response requested by: 04/11/2019 Planner: MAX BAKER Date response received: COMMENTS (Pu L (G CV Gc 5 k,A s N o .7)6S1 G,,1 I V I ,E W °e'iiitYl f S -) (SEG T2(11K-;`r ) iqcOVI .f/3/ /9 ❑ DRC review requested ❑ Plan submittal requested ❑ Plan approved Plan check date: Comments prepared by: City of Tukwila Department of- Community Development FILE NUMBER PL18-0103 L18-0118 DESIGN REVIEW Land Use Routing form for Revisions TO: X Building X Fire Dept. ❑ Police Dept x Public Works: DAVE MCPHERSON ❑Parks/Rec. Project: LAM'S SEAFOOD MARKET Address: 311 FIRST AVE S Date transmitted 03/28/2019 Response requested by: 04/11/2019 Planner: MAX BAKER Date response received: COMMENTS ❑ DRC review requested ❑ Plan submittal requested ❑ PI proved Plan check date: S — 2 9— / Comments prepared byC City of Tukwila Department of Community Development FILE NUMBER PL18-0103 L18-0118 DESIGN REVIEW Land Use Routing form for Revisions TO: X Building X Fire Dept. ❑ Police Dept 1—Parks/Rec. x Public Works: DAVE MCPHERSON Project: LAM'S SEAFOOD MARKET Address: 311 FIRST AVE S Date transmitted 03/28/2019 Response requested by: 04/11/2019 Planner: MAX BAKER Date response received: COMMENTS ❑ DRC review requested ❑ Plan submittal requested ❑ Plan approved Plan check date: Comments prepared by: City of Tukwila Department of Community Development FILE NUMBER PL18-0103 L18-0118 DESIGN REVIEW Land Use Routing form for Revisions TO: X Building X Fire Dept. ['Police Dept [Parks/Rec. x Public Works: DAVE MCPHERSON Project: LAM'S SEAFOOD MARKET Address: 311 FIRST AVE S Date transmitted 03/28/2019 Response requested by: 04/11/2019 Planner: MAX BAKER Date response received: COMMENTS uPd Lip ❑ DRC review requests./, 17(111 Plan check date: ❑ Plan submittal requested ❑ Plan approved Comments prepared by: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 03/28/19 Plan ChecWPermit Number: L18-0118 ❑ Response to Incomplete Letter # Response to Correction Letter # 01 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: LAM'S SEAFOOD MARKET Project Address: 243 MINKLER BLVD. TUKWILA,WA 98188 Contact Person: LARA BARNES Phone Number: 206-324-4800 Summary of Revision: Revisions are based off of a comment letter received from Max Baker on 2/14/19. This is an Administrative Design Review package which is also associated with a Building Permit application D18-0399 and a T.I. Permit Application D19-0034. Sheet Number(s): Refer to Response letter for sheet numbers associated with specific comments. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: RECEIVED MAR 28 2019 community Development ❑ Entered in TRAKiT on W:\Penmit Centa\Templstes\Fotm.\Revision Submittal Formdoc Revised: August 2015 is JACKSON I MAIN NI►I ARCH ITECTUR E March 27, 2019 Maxwell Baker 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Max.Baker@TukwilaWA.gov 1 Subject: Response Letter #1 Lam's Seafood Design Review (L18-0118) APN 2623049110 RECEI, fF-7.D Dear Max, MAR 28 2019 Below are responses to the comments received in your review. Community Development PUBLIC WORKS — David McPherson (206) 431-2448 Provide a completed Public Works permit fee estimate sheet (PW Bulletin A2 enclosed). (For Public Works activities only including — erosion control, land altering, domestic water meter with backflow (RPPA), irrigation deduct meter with backflow, relocation of Fire Hydrant, access & ADA improvements, striping, channelization, signage, trash enclosure, and any water/sanitary sewer/storm drainage work outside the building — as applicable. Response: Provided as requested. Refer to attached exhibit 04. Show and label a trash enclosure on a Civil plan sheet. The trash enclosure shall drain to a grease interceptor that drains to the sanitary sewer. (See TMC 14.30.110 enclosed for reference.) Response: Refer to sheet C-1.0, Keynote BB for location of trash enclosure. Per an email conversation with Dave Mchpherson on 3/5/19, a grease interceptor will not be required at the north trash enclosure along Minkler. Refer to exhibit 05. The City of Tukwila requires a grease interceptor on all buildings where food preparation occurs and at locations determined by the Public Works Director as necessary for the proper handling of liquid wastes. Grease interceptors shall be sized per Appendix H of the Uniform Plumbing code. Grease interceptor shall be a single vault with double baffle. Refer to attached City of Tukwila Detail SS-14. Please submit a detailed site plan showing location of proposed grease interceptor and sanitary sewer system. A Washington State Licensed Engineer shall design the outside grease interceptor, and shall stamp, date, and sign the design sheet. Contact Utility Locates to assure that there is no conflict between proposed grease interceptor location and existing utilities on site. JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM JACKSON I MAIN ►/ARCHITECTURE Response: A grease interceptor will be provided as requested at the trash compactor located on the existing compactor pad south of the building. This will be permitted as a deferred submittal as a part of the TI permit D19-0034. An interior grease trap/interceptor may be installed under a separate Plumbing Permit if approved by the Development Manager (Water & Sanitary Sewer Engineer). Specify size/manufacturer/model number on plans and include a grease interceptor cut sheet. If you have questions regarding the grease trap/interceptor requirement please contact Pat Brodin, P.E., Development Manager at (206) 431-2441. pat.brodin@tukwilawa.gov Response: Refer to the TI permit D19-0034 for this information. Domestic Water Service This building will be served by a new 2-inch water meter that will require an RPPA device to be installed for premise isolation. 2 A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the proposed permanent 2-inch domestic water meter for premise isolation. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4"thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. Response: Sheet C-3.0 revised to show the requested RPPA, Hotbox, and concrete pad. Manufacturer cut sheets are included in this resubmittal. Refer to exhibit 06. NOTE: (1) Revise plan sheets to be one lane in & one lane out at Minkler Blvd. (2) Run an Auto Turn for a WB-50 to determine width of lanes and curb radii needed at Minkler Blvd. Each of the two lanes should not be wider than 14 feet. Sheet G0.00 (Cover Sheet) — No comments. Sheet G0.01 (Project Info. & Annotation Key) — No comments. Sheet CVR-1 (Cover Sheet) — General Notes (NAVIX) states 'City of Lake Stevens' — should be City of Tukwila. Response: Acknowledged Sheet D-1.0 (Demolition Plan) — Revise plan sheet to be one lane in & one lane out at Minkler Blvd. JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM n JACKSON I MAIN icIVI ARCHITECTURE Response: Revised as requested. Sheet D-2.0 (TESC Plan) — Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: Revised as requested. Sheet D-2.1 (TESC Notes and Details) — No comments. Sheet C-1.0 (Site Improvement Plan) — (1) Note states 'King County Fire District 24' — should be City of Tukwila Fire Department. (2) Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: Revised as requested. Sheet C-1.1 (Site Notes & Details) — Turn Arrows shall be Thermo Plastic not Painted. Response: Revised as requested. Sheet C-1.2 (Site Details) — No comments. Sheet C-2.0 (Grading and Drainage Panl— Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: Revised as requested. Sheet C-2.1 (Grading and Drainage Notes and Details) — No comments. 3 Sheet C-3.0 (Utility Plan) — (1) show & label domestic backflow (RPPA) within Hot Box (2) Install/label relocated Fire Hydrant per City of Tukwila standard detail WS-13 (3) show & label water deduct meter including size including backflow (4) remove C900 PVC from Water Notes (5) Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: Revised as requested. Sheet C-3.1 (Utility Notes and Details) — No comments. Sheet 1 of 1 (Limited Topographic Surveys— No comments. Sheet L-1.00 (Landscape and Irrigation Plans) — (1) Label deduct irrigation meter with backflow including size (2) Revise plan sheet to be one lane in & one lane out at Minkler Blvd. Response: As proposed there will not be a deduct irrigation meter. The irrigation will be connected to domestic between the domestic backflow system and the building connection. JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM JACKSON I MAIN ARCHITECTURE Miscellaneous Comments 1. Public Works will prepare and Owner shall sign with Notary, a Storm Water Covenant and Maintenance Agreement. City will sign with Notary and have the document recorded at the King County Office of Records. Owner/Applicant shall pay full cost of recording fee. (As part of future Building (or) future Public Works permit.) Response: Acknowledged 2. No Traffic Concurrency Test Fee and no Transportation Impact Fee due as part of this Building permit. No new PM Peak Hour Trips generated for this project. Response: Acknowledged BUILDING — Allen Johannessen (206)433-7163 • No comments at this time. FIRE — Ben Hayman (206) 971-8723 East fire access road must be minimum of 20'-0" wide with 28'-0" effective turning radius at both sides as it intersects with Minkler blvd. Response: Acknowledged. Refer to sheet C-1. for a fire truck turning movement drawing. PLANNING — Max Baker (206) 431-3683 Below are summarized corrections regarding the proposed project's consistency with the City of Tukwila's codes and standards — please address all comments. ARCHITECTURAL DESIGN STANDARDS (TMC 18.28.200 and Southcenter Design Manual) 1) Site Design Projects should provide pedestrian walkways with landscaping, benches, lighting signage and attractive furniture. Projects should provide a safe, convenient, and connected pedestrian access system. 4 JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM n JACKSON I MAIN ITV/ARCHITECTURE 5 • Walkways through parking areas (see TMC Figure 56) shall be separated from vehicular parking and travel lanes by use of contrasting paving material, painted/striped walkways are not an acceptable design. Please revise site plans to meet this requirement. Response: Refer to sheet C-1.0. Striped walkways have been removed and replaced with concrete where needed. Bicycle storage areas should be located as close or closer to elevators or entrances than the closest car parking space, and no more than 200 feet from access points. (TMC 18.28.270) • No bicycle rack or storage is provided near public entrance along Minkler, please provide. Response: A U bike rack has been provided as requested. Please refer to sheet A1.00. 2) Service Areas and Mechanical Equipment Locate service elements to minimize the negative visual, noise, odor, and physical impacts to the street environment, adjacent (on and off -site) residents or other uses, and pedestrian areas. All service entrances and associated loading docks and storage areas should be located to the side or rear of the building unless all facades face a public street in which case locate them in the least visible location or screen them with landscaping. Enclose and screen service areas visible from any street, pathway, pedestrian -oriented space or public parking area (alleys are exempt) with a durable wall or fence at least 6 feet high. Use materials and detailing consistent with primary structures on -site. • Provide elevations for generator along southern wall. Response: Generator information has been provided as an attached exhibit to this response letter. Refer to exhibit 1. 3) Lighting Design site lighting that accents the architecture, improves safety and avoids impacts to adjacent properties and passersby. • Provide lighting plan for parking area/driveway. • Provide light fixture model images for design review. Response: Parking lighting is existing to remain. No additional parking lights will be provided. Light fixture information for the exterior of the building have been provided as an exhibit attached to this letter. Refer to exhibit 02. JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM ti JACKSON I MAIN RIM ARCHITECTURE 4) Walls and Fences Design walls and fences to create a sense of entry and enhance the street frontage. Entrances and pedestrian "gateways" should be announced by posts or pilasters, and may be combined with trellises, special landscaping, decorative lighting, public art or other special features. • Project meets requirements. 5) Open Space Provide safe, attractive, and usable open spaces that promote pedestrian activity. Create open space that enhances the setting and character of residential, commercial, and mixed -use development. • The project meets the requirements. 6 6) Architectural Concept To encourage building design in which the organization is easily understood, appropriate to the site, and is a positive element in the architectural character of the District within which it is located. Develop an architectural design expression that unifies the massing and components of a structure or structures on a site into a cohesive and consistent thematic or stylistic architectural character or style that is responsive to the functional requirements of the development. • Architectural style is consistent with that of mid -size regional grocery store while providing an architectural character that is in character with the surrounding commercial/residential district. 7) Entrances and Doors Ensure a welcoming public face to buildings with well designed, appropriately scaled, and easy to find entrances. Entrances should be visually prominent features in the design of a building. Design retail and commercial entries to create an open atmosphere that draws customers inside, and residential entries that are welcoming and provide a graceful transition between the public and private realm. • Project meets requirements. 8) Transparency A minimum transparency percentage is required for the area between the height of 2 and 10 feet along the length of a building facade that faces the applicable Corridor. The proposed project must provide 50 percent ground level transparency. • Project meets requirements. 9) Building Facade — Base and Top Provide a building base treatment at both of the following scales on commercial buildings: JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM JACKSON MAIN ARCHITECTURF a) At the scale of the pedestrian (i.e. within the ground floor portion of the facade), a base treatment should be created at a height between nine inches and six feet. • Pedestrian base treatment is provided with differentiated colors along facade, however EIFS should not extend below two feet above the ground plane. Use concrete, masonry, or other durable material for wall surfaces within two feet of grade to provide a durable surface where damage is most likely. Recommend providing heavier material(s) for base treatment (see below for examples). pre Examples of pedestrian -scaled building base treatments. Note the tilework below the storefront window in the left image, concrete base in the middle and right images. Response: A concrete plinth has been added to the tower columns located at the building entry where there will be heavy traffic. The remaining EIFS will contain a fiber mesh to provide strength and impact resistance. See below for an image of a neighboring shopping center where the EIFS is applied at the base of the wall. Parkway village at Southcenter has a tower element, comparable to the Lam's tower. We would like to maintain EIFS as proposed, with the addition of reinforcing mesh and concrete plinths at the tower columns. This was discussed and approved on 3/6/19 by Max Baker. Refer to exhibit 07 for email correspondence. JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 MAIN.COM JACKSON MAIN ARCHITECTURE 10) Building Massing • Not applicable. 11) Building Details and Elements Employ detail elements from each of the three categories below on facades facing a street, featuring a customer entry, or featuring the primary residential entry. For non-residential and mixed -use buildings include at least one detail from each category within each facade articulation increment (see TMC 18.28.200): 1. Window and/or entry treatment: a) Display windows divided into a grid of multiple panes; b) Transom windows; c) Roll -up windows/doors; d) Other distinctive window treatment that meets the intent of the standards; e) Recessed entry; 8 JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 MAIN.COM N JACKSON I MAIN PM ARCHITECTURE 9 f) Decorative door; g) Landscaped trellises or other decorative element that incorporates landscaping near the building entry; or h) Other decorative or specially designed entry treatment that meets the purpose of the standards. 2. Building elements and facade details: a) Custom -designed weather protection element such as a steel canopy, cloth awning, or retractable awning; b) Decorative, custom hanging sign(s); c) Decorative building -mounted light fixtures; d) Bay windows, trellises, towers, and similar elements; or e) Other details or elements that meet the intent of these standards. 3. Building materials and other facade elements: a) Use of decorative, high quality building materials. Examples include decorative use of brick, tile, or stonework; b) Artwork on building (such as a mural) or bas-relief sculpture; c) Decorative kick -plate, pier, beltcourse, or other similar feature; d) Hand-crafted material, such as special wrought iron or carved wood; or e) Other details that meet the purpose of the standards. • Project meets requirements. 12) Building Materials and Colors Utilize durable, high quality exterior building materials that contribute to the overall appearance and longevity of the building, as well as colors and textures that reflect the local setting and further articulate the building design. • Colors of the proposed building facade are acceptable and relate well to the existing building. However, the Spanish tile roof is a material type not found within the rest of the Parkway Supercenter complex or nearby Tukwila Urban Center developments. Recommend a color/material selection that responds more to surrounding environment. Response: In an email dated 3/6/19 from Max Baker, we were given approval to move forward with the roof as proposed, refer to exhibit 07 for email correspondence. The reasoning to keep the roof as proposed follows: 1. The roof slope as proposed at 3"/1, the roof will not be easily seen by the pedestrian. 2. The immediate surrounding environment is architecturally plain, with little to reference. Refer to the google earth image below looking east on Minkler. We don't believe the roof will conflict with the surrounding area. JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM JACKSON I MAIN ARCHITECTURE 3. The design of the tower is based off an iconic market in Vietnam (see image below). The tower and roof are both crucial to this reference. This market in Vietnam is very influential to the Vietnamese culture and we would like to try to keep the roof as proposed. 13) Windows Design window frames and sills to be prominent and substantial in order to enhance openings and add additional relief. Ornamental framing and hardware provide utilitarian opportunity for craftsmanship and decoration. This is especially important to avoid an insubstantial appearance common to aluminum sliding windows; these should be accompanied by well -detailed frame and sill elements. 10 JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JA( KS;)NMAIN.COM JACKSON I MAIN NM ARCHITECTURE • Project meets requirements. 14) Weather Protection Continuous weather protection coverage in pedestrian oriented areas is desirable. Different methods can be used to accommodate continuous coverage. For a sequence of storefronts or windows, a sequence of discrete, overlapping awnings or canopies for each storefront or building bay should be used, rather than one continuous run-on awning. • Project meets requirements. 11 15) Blank Walls To encourage the design of building facades which incorporate interesting architectural details that add variety to the facade, animate the street presence, and are attractive at a pedestrian scale. To enhance the pedestrian environment by avoiding large blank walls visible from public areas and adjacent properties. • Project meets requirements. 16) Parking Structures • No parking structure is proposed. LANDSCAPING (TMC 18.52) • Show (graphically and in the details) structural soil installation in all parking lot islands and street and sidewalk areas, per TMC 18.28.240.B.3. Response: Revised as requested. Refer to sheet L-1.00. SIGNS (Title 19) • The design and location of the proposed signs is reviewed as part of design review to ensure consistency of the proposed signs with the architecture of the building. Will only one flush -mounted building sign be installed above the entrance as part of this proposal? Response: The Lam's team has been working with Meredith Sampson at the city of Tukwila to determine signage requirements. Refer to exhibit 03 for a signage exhibit. JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM JACKSON I MAIN NW/ ARCHITECTURE PARKING AND VEHICULAR ACCESS (TMC 18.28.260) • In the Workplace District, the maximum width of driveways/curb cuts is 35 feet. Response: The curb has been revised to provide 30 feet clear. Refer to sheet A1.00. • Per 18.28.260 (D,5,b) trees and pedestrian -scaled lighting (maximum 15 feet in height) shall be used to clearly define pedestrian walkways or other pedestrian areas within the parking area. Provide lighting plan. Driveway With Planting Strips 4 A Planting strips allow the sidewalk to remain level and In a continuos direction. 12 Response: As discussed over the phone with Max, a parking area lighting plan will not be required as we are re -using the existing parking lighting and not making any revisions. The exterior building sconces will be provided as a part of the T.I. permit. The specification for the sconce is attached as exhibit 02. • Minimum of two bicycle parking spaces are required (1 per 50 parking spaces, two minimum) TMC Figure 18-7. Response: Two bicycle parking spaces have been provided near the entry structure. Refer to sheet A1.00. • Walkways through parking areas (see TMC Figure 56) shall be separated from vehicular parking and travel lanes by use of contrasting paving material, painted/striped walkways are not an acceptable design. Please revise site plans to meet this requirement. Response: Walkways have been revised as requested. Refer to sheet A1.00. Thank you for your efforts in this review process and please reach out to me with any questions. Sincerely, Lara Barnes Designer Lara.Barnes@Jacksonmain.com (206)324-4800 JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM x RECEIVED MAR 282019 Community Development EXHIBIT 01 - GENERATOR INFORMATION httnr//www ahav rnm/itmin FNFRAC'-Prntwrtnr-Swriwc-SnkW-niwcwl-Pnwar-Stanrthv-nanwratnr-3-Phaca-777-4gf)v-/7F37793702477 tricair1=n7.4R.ri73R 1/F EXHIBIT 02 - CY9 EXTERIOR FIXTURE IN SATIN BRONZE CONW c*i LEVITON. L/GHT/NG Company CY9 9" Integrated LED Indoor and Outdoor Cylinders Specifications/Features Specification grade 9- diameter aluminum housing for indoor and outdoor applications. Delivers over 8300 lumens per light engine and efficacies exceeding 100Lm/W. Mounting options available: ceiling, flexible cable, rigid stem, or wall mount. Wall mount option is available in an up light, down light, or an up/down light version. Ceiling, rigid stem, up/down, wall mount down light, and wall mount uptight versions are available in either dry/damp (indoor) or wet (outdoor) location types. Flexible Cable version is only available in dry/damp location type. Available in matte white, matte black, matte silver, and satin bronze finishes. Black flexible cable with black or bronze cylinders, white with white and gray with silver. Optical system employs either a clear or platinum reflector with Spot, Narrrow, Medium, and Wide beam distributions. Mounting Rigid stem mount cylinders feature a sloped ceiling canopy for up to 45° slope. Stem thread: 1/4-18NPS. 6" Stem included, other stem lengths sold separately. Ceiling and Pendant cylinders provide a hang support for hands -free wiring. Wall mount cylinders employ a bracket that provides support for hands -free wiring. Flexible cable mount cylinders come with 120' of field adjustable cable and aircraft cable support. Lamp/Electrical Light engine consists of a high output multi -chip LED array arranged into a single LED package, enabling precise optical control without requiring lensing to diffuse multiple LED sources. Excellent fixture -to -fixture color consistency within a 3-step MacAdam Ellipse tolerance. System designed and rated for 50,000 hours at 70% lumen mainte- nance. UL8750 and Class 2 compliant: RoHS compliant, U.S. only. Output over voltage, over current and short circuit protected. Flexible cable cylinder utilizes 18/5 SJT cable. Dimming All cylinders are available for non -dimming and dimming applications. Warranty This complete fixture is covered by ConTech's hill five (5) year replacement guarantee after date of purchase. Labels/Usage cCSAus Certified for use in the U.S. and Canada. Flexible Cable mount only available as Damp/Dry location model. Ceiling and Pendant models available as Damp/Dry or Wet location. Up/Down and Wall mount models as Wet location. Wet location models must be installed per specific product installation instructions and all appropriate National Electrical Codes. Assembled in the U.S.A. 11 Catalog No J Type LAM'S Project Gonlmument Develop 1-847-559-5500 www.contechlighting.com Please 0 Recycle All specnccations subject to change without notice. r; CONTCH* I a LEVITON. that! TING company CY9 Catalog No J Type LAM'S 9" Integrated LED Indoor and Outdoor Cylinders Project 7.5/8' 9- 18-3/4' 12.3/4' Ceiling Mount 7-5/8 1 9' 13.1/4' 3' (A3/4' _ - E-- E I 3/4. 6'•120 Stem Length 12.3/4' ( 7.5/8' ' rigid Mount: 9' 9-3/4' Up/Down or Wall Mount 4-3/4) 7.5/8' 9' 3/4' 120' Flexible Cable 12.3/4' Flexible Cable Mount 1-847-559-5500 www.contechlighting.com Please Ca Recycle All specthcations subject to change without notice. r- CONTCH` I a LEVITONR LIGHT/NG company CY9 9" Integrated LED Indoor and Outdoor Cylinders Ordering Information Catalog No. J Type LAM'S Project Example Order: Fixture LED Series CY9330KMVDRSXWPL Color Temp Driver/Dimming Mounting Mounting Location Reflector CY9 4 35K MVD RS X WPL CY9 1 • 36W, 27K - 2700K MVD - 120.277V, 40001m 30K • 3000K TRIAC, ELV, 2 - 48W. 35K - 3500K 0-1 OV Dimming 50001nt 40K - 4000K 3 • 56W, 27KC • 2700K, 90 CRI 60001m 3OKC • 3000K, 90 CRI 4 • 70W, 35KC - 3500K, 90 CRI 70001m 4OKC - 4000K. 90 CRI 5.85W, 83001m Accessories C - Ceiling Mount FC • Flexible Cable RS • Rigid Stem W' - Wall Mount Up or Down UD' • Up/Down Dual Wall Mount Finish B - Interior Dry/Damp SCLR • Spot Beam (221, B • Matte Black (Leave Blank) Clear Alzak Reflector BZ • Satin Bronze X - Exterior/Wet NCLR • Narrow Beam (42'), P • Matte White Clear Alzak Reflector S - Satin Silver MCLR • Medium Beam (691. Clear Alzak Reflector MPL - Medium Beam (691, Platinum Reflector I . WaI era and Up/Down NDI WPL • Wide Beam Ur), mounting must be ordered wnh Platinum Reflector Exterxx/Wet'X' location bins. Battery Backup • None, Leave Blank -ROB - Remote Driver & Battery Pack; Add "-ROB' to end of part number Stems for RS Mounting 12" STEM(A) Each RS mount fixture includes one 6' Stem: order extra lengths and couplings as needed. 6" STEM(A) • 6' Stem 12" STEM(A) • 12' Stem 18" STEM(A) • 18' Stem 24" STEM(A) • 24' Stem 30" STEM(A) - 30' Stem 36" STEM(A) - 36' Stem 42" STEM(A) - 42' Stem 48" STEM(A) • 48' Stem COUPLING - Stem Coupling Finish B B - Matte Black BZ - Satin Bronze P • Matte White S • Matte Silver 1-847.559-5500 www.contechlighting.com Please ()Recycle All specifications subject to change without notice. r CONi ci- ` ( a LEVITONa LIGHTING company CY9 9" Integrated LED Indoor and Outdoor Cylinders Photometrics Catalog No. Type Project To calculate outputs for alternate series. use the following multipliers: • Series 1: 0.47 • Series 3: 0.70 • Series 2: 0.61 • Series 4: 0.86 CY9530KMVDCSCLR Light Output (Fixture Delivered Lumens): 8498 Total WattsC@120V: 85.8 Lumens Per Watt: 99.0 Color Rendering Index (CRI)': 79 Color Temperature (CCTI': 3180K Spectral Power Distribution Chart' .1 40 110 4 114 ST fA 110 11) 4!) 110 Ye 7:0 1.0 I'O I ypir Warelengyl Urn) CY9530KMVDCNCLR Light Output (Fixture Delivered Lumens): 8089 Total Watts@120V: 85.8 Lumens Per Watt: 94.3 Color Rendering Index (GRIP: 80 Color Temperature (CCT)': 3146K Spectral Power Distribution Chart' .w 1C feo SD 140 11: 410 f10 WC Tyre•' Wavelmglh lean) 1:0 ).0 1b CY9530KMVDCMCLR Light Output (Fixture Delivered Lumens): 7929 Total Watts@120V: 85.8 Lumens Per Watt: 92.4 Color Rendering Index (CRI)': 81 Color Temperature (CCT)2: 3152K Spectral Power Distribution Chart, 1ync4 Wavelength (fm) 1. Accuracy al rendering colors 2. Color appearance of light source 3. Colors present within the light source Candela Curve 0• _ r i 90' 18000 31000 45000 0' 0 6200 11500 0 3100 5700 8000 0' 15' 30" Candela Curve 15' 30' Candela Curve 15' 30' 75' 60' 45' 90' 75" Designed for 50,000 Hour Lamp Lite; LM-63 Test No. 618/02401 Candlepower Summary FROM 0 CANDELA LUMENS 0 5 15 25 35 45 _55_ 65 75 85 95 42681 _ 38468 8054 _ 3174 1727 56 27 ll 5 1 0 3927 2283 1469 1085 43 • 24 11 5 1 Intensity Distribution BEAM DISTANCE FOOTCANDLES DIAMETER (FT.) (FC) (FT.) 6' 1185.6 2.3 8' • 666.9 3.1 10' 426.8 3.9 12' 296.4 4.7 14' 217.8 5.4 16' 166.7 6.2 Beam Distribution: 22° Spacing Criteria: 0.34 Designed for 50,000 Hour Lamp Life'; LM63 Test No. G18102402 Candlepower Summary Intensity Distribution FROM 0 CANDELA LUMENS BEAM 0 5 15 60' 25 13473 35 _ 45 _ 45' S5 65 75 85 95 13506 13154 3677 1863 117 62 27 10 2 0 1370 3729 1702 1170 91 - 56 27 11 DISTANCE FOOTCANDLES DIAMETER (FT.) (FC) (FT.) 6' 374.2. 8' . 210.5 10' 134.7 12' 93.6 4.6 6.1 7.7 9.2 14' 68.7 10.8 16' 52.6 12.3 Beam Distribution: 42° Spacing Criteria: 0.62 Designed for 50,000 Hour Lamp Life:; LM-63 Test No. GI8102403 Candlepower Summary FROM 0 CANDELA LUMENS 0 5 _ 15 60' 25 35 45_ 45• 55 65 75 85 95 90 75' 7734 _ 7138 7018 6612 3088 244 123_ 61 24 4 0 725 1989 3061 1940 189 110 60 25 2 Intensity Distribution BEAM DISTANCE FOOTCANDLES DIAMETER (FT.) (FC) (FT.) 6' 8' 10' 12' 14' • 114.6 • ' 73.3 , 50.9 37.4 8.2 10.9 13.7 16.4 19.1 16' 28.6 21.9 Beam Distribution: 69° Spacing Criteria: 0.98 'Dependent on surrounding temperatures 1-847-559-5500 www.con-techtighting.com Please°Recycle All specifications subject to change without notice. r-, CON%ECir I a LEVITON, LIGHTING company CY9 9" Integrated LED Indoor and Outdoor Cylinders Photometrics Catalog No. Type - Project To calculate outputs for alternate series, use the following multipliers: • Series 1: 0.47 • Series 3: 0.70 • Series 2: 0.61 • Series 4: 0.86 CY9530KMVDCMPL Light Output (Fixture Delivered Lumens): 7363 Total Watts@120V: 85.8 Lumens Per Watt: 85.8 Color Rendering Index (CRI)': 81 Color Temperature (CCT)2: 3162K Spectral Power Distribution Chart' Ap •la •Y •b NO SA S•C ! Co lb N° ,a lb Typcat WaWj ,gth rml CY9530KMVDCWPL Light Output (Fixture Delivered Lumens): 8019 Total Watts@120V: 85.8 Lumens Per Watt: 93.5 Color Rendering Index (CRI)': 81 Color Temperature (CCT)2: 3158K Spectral Power Distribution Chart' s 4in uo 4A SO !A %C So: 47 fb is no no 'M Tyua Wa+ekngth hN 1. Accuracy of rendering coo, s 2. Color appearance of light source 3. Colors present within the light source Candela Curve Candela Curve 0 2000 3500 5000 0' 15' 30° Designed for 50,000 Hour Lamp life'; LM-63 Test No. G18102404 Candlepower Summary FROM 0 CANDELA LUMENS 0 5 _ 15 60' 25 35 _ 45 45' 55 65 __ 75 85 95 90' 75" 90 6671 _6544_ _ 5710 4893 2995 _ 760 374 153 665 1619 2265 1882 589 336 151 51 2 48 4 0 Intensity Distribution DISTANCE FOOTCANDLES IFT.1 IFCI BEAM DIAMETER (FT.) 6' 8' 10' 12' 14' 185.3 104.2 66.7 ' 46.3 34.0 8.2 11.0 13.7 16.4 • 19.2 16' ' 26.1 21.9 Beam Distribution: 69° Spacing Criteria: 0.99 Designed for 50,000 Hour Lamp Lite'; LM-63 Test No. G18102405 Candlepower Summary FROM 0 CANDELA LUMENS 0 _ 5 _ __3754 381_ _15___ _3913__ _1109__ 60° 25 4353 2015 35 3862 2426 45 1760 1363 45' 55 692 621 65 212 211 75 47 50 85 4 2 - 95 0 -- 3757 75' Intensity Distribution DISTANCE (FT.) BEAM FOOTCANDLES DIAMETER (FC) (FT.) 6' 8' 10' 12' 104.4 58.7 37.6 26.1 9.5 12.7 15.9 19.1 14' 19.2 22.3 16' 14.7 •.25.4 Beam Distribution: 77' Spacing Criteria: 1.22 'Dependent on surrounding temperatures 1-847-559-5500 www.con-techlighting.com Please 6"i Recycle All specifications subject to change without notice. CfoAVeci e I e LE V I TON.. LIGHT/NG company CTL 170, CTL 171 Dimmable LED Wall Lighter Specifications/Features Fixture High lumen output with excellent uniformity; well suited for any wall lighting application. Extruded, finned aluminum housing with heat sink maintains a sleek appear- ance. Robust, cast aluminum end caps provide a heavy duty feel while blending seamlessly into the overall aesthetics of the fixture. Highly efficient optical design utilizes premium materials for optimal performance. The specular reflector is constructed of 98% efficient Alanod, specifically designed for use with LEDs. A Solite tempered glass lens is used for diffusion and blending the LEDs. The optional louver provides excellent cutoff and glare control. Two mounting options. Swivel utilizes a single track connector and a heavy duty mounting yoke, providing 360° horizontal rotation and 180` vertical adjustment with locking adjustment knobs. Fixed utilizes two (2) track connectors that position the fixture close to the ceiling, and provide 180° vertical adjustment. Dimming is standard and allows continuous illumination down to 10%. Lamp/Electrical Light Engine consists of a linear PCB with 22 CREE XT-E high brightness LEDs providing excellent reliability and performance. Excellent fixture -to -fixture color consistency with a 4-step MacAdam Ellipse tolerance. Available in the following color temperatures: 2700K; CRI: 80 min., 83 typical 3000K; CRI: 80 min., 83 typical 3500K; CRI: 80 min., 83 typical System designed and rated for 50,000 hours at 70% lumen maintenance Driver Specifications: 40W: Input Wattage 40W; Input Voltage: 120VAC. 56W: Input Wattage 56W; Input Voltage: 120VAC. Warranty This fixture is covered by ConTech's full five (5) year replacement guarantee after date of purchase. Listing cCSAus Certified to UL Standards. Suitable for dry locations. Energy Star qualified. Fixture Compatibility Standard ConTech track fixtures are cCSAus Certified as -is for use with ConTech's many track systems, as well as with Junoz' Lighting track. By changing the prefix in the part number. ConTech can install inserts which make our fixtures compatible with other manufacturers. Replace "CTL" with "HTL" for HaloY2 track, "LTL" for Lightotierm3 track, and "PTL" for Capri*" track. For more information, please consult our factory. Ordering Information t 4' I��� atttIttticr l 16-1 /4' 3-3/4' Catalog No 0 Type Project 16-1/4" 20' Overall Length 5' Max. Extension From Track Shown with optional louver accessory Example Order: Track System CTLI7ISM3D Fixture -, e Orientation Beam L_ FA-42-5 1 Color Temp Dimming CTL 171 S M 35 D CTL- ConTech HTL- Halo LTL - Lightolier PTL - Capri 170- 40W / S - Swivel; 2719Lm 1 Connector 171- 56W/ F - Fixed; 3531Lm 2 Connectors I. Juno is a registered trademark of Juno LighOng 2. Halo is a registered trademark of Cooper Ughhrg 3. L,ghtok> is a registered trademark of Rios LrghOng 4. Coo, Is a registered trademark of Ptsips Lighting M - Medium 27 - 2700K D - Dimming 3 - 3000K 35 - 3500K EMI Finish B B - Black P - White S - Silver Accessories FA-42-S FA-42-B - Snap -In Louver, Black FA-42•P - Snap -In Louver, White FA-42-S - Snap -In Louver, Silver 1-847-559-5500 www.contechlighting.com Please ° Recycle Alt specifications subject to change without notice. CONTCili I a LEVITON. L./al./7/Na company CTL 170, CTL171 Dimmable LED Wall Lighter PHOTOMETRICS - CTL171FM3D Catalog No 0 Type Project Footcandles on Wall Track 3 Feet From Wall, 10' Mounting Height, Tilted 40 Degrees Single Unit Multiple Units 0' l' 2' 3' 4' 5' 4' 0n Center 5' 0n Center 6' 0n Center t r v t r r r Distance 1' — 95 75 42 20 1Q 5__ 76 110 1Q1 5.1 100_ 92 46____92 From 't_ _2_ 118 101 .65 34_ 18 9 _110 169 144 168 _.__ 152 99 151 147 78 146 Ceiling ; 3' _ 107 94 65 40 23 13 171 154 169 148 1-14__ .148 __ 115___83__115 4'_ 67 61 47 32 _71 . 12 t22 117 119 102 __90 101 - _ _. 69 57_ _ 68_ I 5' 37. 34 28 21 14 10 73 73 71 60 58 59 41 38 40 6' 21 20 17 14 10 7 46 46 44 38 38 37 26 26 25 7' 12 121197 5 3130_29 25 25 _ 18 18 17 _ I 8_ 4' _ _ __8_ .8. _6 5_—4_ _ _ 2.1 21 20 . 11�15_ � _25 18 18. _17_ _ 13_ 13_ _13__ __7_ 5 5 4 43 V is the beam center —13-13_13_— —14-14_9 Track 4 Feet From Wall, 10' Mounting Height, Tilted 40 Degrees Single Unit Multiple Units 0' l' 2' 3' 4' 5' 4' 0n Center 5' 0n Center 6' 0n Center Distance t r r t r r r 1' ___--25 39 35 2515 9 6 48 49 47 41 35 40 36 27 36 From 2' 63 57 42 27 16 9 -49_ 102 96 100 87 74 86 79 56 78 Ceiling 3' _ 67 62 33 21 13 120 119 118 100 92 99 90_ 71 89 4' _ 60 56 45 33 23_ _ 15 _ 120 117 117 _ _ _99_, 92 98 _ _ 74 5' 44 41 35 28 20 14 97 96 94 80 78 78 _87 _86 68 64 67 6' 28 27 24 19 15_ 11 67 67 64 _ 55 55 54_ 47 �7' 18 17 16 l3 11 8 _ 47 46 44 _ 38 -38 37 _ _47 _45 _ 33 33 32 8' 12 11 10 9 8 6 33 33 31 27 27 26 23 23 23 r 9' 8 8 7 7 6 5 24 24 23 20 20 19 17 17 17 t is the beam center Light Output (Fixture Lumens): 3531 Total Watts@320V: 56 Lumens Per Watt: 63 Color Rendering Index (CR11': 82 Color Temperature (CCT1:: 3050K Warm White Spectral Power Distribution Chart3 w• ,40 an -u• .10 Soo se 1n 5,01 0» •se WavJagth hni 1b For 40W data, multiply results by .77 1-847-559-5500 www.contechlighting.com Please Ca Recycle All specifications subject to change without notice. SOUTHCENTER BLVD PARKWAY MINKLERS STREET EXIT Tukwila Foodcourt ENTRY ■ EXIT EXIT EXHIBIT 03 - SIGNAGE INFO. 1 ENTRY 2 MAIN Egi � - ENTRY I, ..l ..I ,.e . ■. �Nu . ■. • 11 1 .I ,., . ■. ON • 1• 111 1 ■1 ■i1 ■■ Lam's Seafood Asian Market rT /g00 EXTERIOR: CONCEPTUAL STOREFRONT SIGNAGE - MARCH 28, 2019 ECEV D t4p►R 28 2013 Community ri t Develope NGUYEN GROUP DESIGN, 2019 WWW.AINGUYEN.COM MAIN DRIVEWAY & PARKING R f;, tfAh_� S2 L l r ar,� wa.M lw T IrA4AT Item S1 S2 S3 S3A S4 S5 S6 S7 S7A (ar -- rr_ cnr.-u,rm MAIN ENTRY Description Logo type @ slanted facade Clocks numeric design @ tower Canopy sign @ entry 2 (top) Canopy sign @ entry 2 (below) Open sign Banner blade sign, icon 2-way Display platform for decor fixtures Logo @ entry 3 Sub -title sign @ entry 3 lower Qty 1 Lot 3 Total 1 Lot 1 Lot 1 ea 1 Lot 1 Lot 1 Lot 1 Lot 9Mrt+n111rr e Content Lam's Seafood Asian Market Numbers pattern Logo + Lam's Seafood Tukwila Foodcourt Open (tyical) Holidays - alternate 5 times Fixtures - alternate 5 times Type Permanent Permanent Permanent Permanent Permanent Permanent Permanent Logo + Lam's Seafood Asian Market Permanent Tukwila Foodcourt Permanent ENTRY 2 111111111111 MAIL A.1111111111*J Allowed Approved Allowed Allowed Allowed Window Approved Allowed Approved Request WMrti Ot7K I roux 1lnnuT.T. WC WAIF IMMO i Cre11471TLr•yd ra it - VIM INN -P_ 11. -r MM. IM1 Notes Size Material Ledge mounted TBD Channel letters Flushed mounted TBD Wood foam, www.singcore.com Canopy mounted TBD Channel letters Canopy mounted TBD Channel letters Inside mounted TBD Light box Bracket mounted TBD Vinyl, Tyvek No sign permit TBD Light weight object d'art Flushed mounted TBD Channel letters Flush mounted TBD Channel letters im /se -owe LAM'S SEAFOOD - EXTERIOR: CONCEPTUAL STOREFRONT SIGNAGE - PAGE 2 OF 5 r 4 1 "�`1 ��(,-;--N r T T 1 1 Irrsiban PAMT ALL [aISTMMG TLT Pati *sus TOP Sao I MACH /MI7575. TYP I 1 ' [�fTCRIOR OOO�Dt PANT TO 110.1t3. STOMT UOM SM(TJD" PA CaISTNG Jose's its PAW' DOSTNG CxT1I1012 ?I PA111:1 *MIA IiOTTOII STOW LION S1a7107 TM* ME .. nook DrTLADR Or OPAT7W YaAL1 SCOW! •VP Islr) 1EI oil 1 MAC STtt . OUTRIGGER : O :.pVOR' TC WWf 110i4311 Pl OADr DACA3AG AS RC OUIRIL PONACP OPCT44TCa COLNG Ok DOOM PROrlOr OtrSit Smeo4 vdrw RTYPMO OPCRA.TiON LAM'S SEAFOOD ASIAN MARKET 60 NEW LOGO (NOT FINAL) — 1 IEl .fir 135 CC WNW- MOO= MOO. M_C • ma it.AC•]P s+vti CM-s 6,C41a5 NC t.IC FitA. O h I AI CLOD( TYP Or I. Al IAl *Groat N1C TYP COh DAt'DR S►ML.i Comer rKrw T[Irvr A►D SIGNAGt WDECit TO MINIM I CJONG MG KAMPCLLC csicur FLCOR o.ae MAIN ENTRY Tukwila Foodcourt ENTRY 3 L l8''0/lr LAM'S SEAFOOD - EXTERIOR: CONCEPTUAL STOREFRONT SIGNAGE - PAGE 3 OF 5 NAPPY LUNAR NEW YEAR! 2020 • MAIN ENTRY m 5' TALL DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT TENANT PROVIDED CLOC N.I.C. - CONTRACTOR SH, COORDINATE BACKING A ELECTRICAL WITH TENAr PROVIDED CLOCK. TYP. ( SIGNAGE N.I.C. TYP. - CONTRACTOR SHALL COORD. WITH TENANT AND SIGNAGE VENDOR TO PROVIDE BACKING AND 20AMP ELEC. CIRCUIT Z,,/8011.? LAM'S SEAFOOD - EXTERIOR: CONCEPTUAL STOREFRONT SIGNAGE - PAGE 4 OF 5 © IT MAIN ENTRY • • ENTRY 2 EXISTING PANEL PAINT ALL EXISTING S (TVP) EXTERIOR TILT PANEL WALLS. TOP. SAND BEACH SW7529 TVP I3IC I I /8"--0 T_O TO__W_��0Rio ��� 35 B.O. SHEATIN� FLOOR P 000 LAM'S SEAFOOD - EXTERIOR: CONCEPTUAL STOREFRONT SIGNAGE - PAGE 5 OF 5 EXHIBIT 04 PUBLIC WORKS BULLETIN A2 TYPE C FEE ESTIMATE WORKSHEET CITY OF TUKWILA Public Works Department 206-433-0179 Type C permit fees are based on the value of the construction work. The City collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. Refer to Bulletins Al, A4, and A6 for more information. Three activities trigger a Type C permit. They are 1) Construction in the right-of-way, 2) Construction on private property, and 3) Grading. The following information should help you determine if you need a Type C permit. Type C Construction Issued for 180 days for activities in the right-of-way and/or on private property. These activities include sewer, water, surface water, grading, street improvements, boring, culverts, curb cuts, paving, driveways, fences, landscaping, painting/striping, sidewalks, trenching, or utility instal lation/repair. RECEIVED MAR 28 2019 Community met Develop This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Last Revised 02/21/17 PUBLIC WORKS BULLETIN A2 TYPE C FEE ESTIMATE WORKSHEET CITY OF TUKWILA Public Works Department 206-433-0179 Type C Grading Fills in the regulatory floodway shall not be permitted. Per TMC Chapter 16.54.050: • A grading permit does not include construction of retaining walls or other structures. • A grading permit is issued for 180 days for all grading operations, except for the listed exemptions: 1. Excavation for construction of a structure permitted under this code. 2. Cemetery graves. 3. Refuse disposal sites controlled by other regulations. 4. Excavations for wells or trenches for utilities. 5. Mining, quarrying, excavating, processing or stockpiling rock, sand, gravel, aggregate or clay controlled by other regulations, provided such operations do not affect the lateral support of, or significantly increase stresses in, soil on adjoining properties. 6. Exploratory excavations performed under the direction of a registered civil or geotechnical engineer. Exploratory excavation does not include grading to begin construction of a structure, prior to receiving a permit. This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 09.25.02 Last Revised 02/21/17 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Lams Market PERMIT # D18-0399 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $10,000.00 Erosion prevention $5,000.00 Water/Sewer/Surface Water $5,000.00 Road/Parking/Access $30,000.00 A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $1,250.00 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ 1,250.00 (4) $250 (1) 5. Enter total excavation volume 15 cubic yards Enter total fill volume 200 cubic yards Use the following table to estimate the grading plan review fee. Use the eater of the excavation and fill volumes. $50,000.00 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 SI 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 37.00 (5) 1,537.00 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 1,250.00 (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for lst 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for lst 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 02/21/17 2 37.00 (8) 64.35 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al $0.00 $0.00 $50,865.00 $0.00 $0.00 Total A through E $ 50,865.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ 0.00 B. Allentown Sewer (Ordinance 1777) $ 0.00 C. Ryan Hill Water (Ordinance 1777) $ 0.00 D. Allentown/Foster Pt Water (Ord 2177) $ 0.00 E. Allentown/Foster Pt Sewer (Ord 2177) $ 0.00 F. Special Connection (TMC Title 14) $ 0.00 G. Duwamish $ 0.00 H. Transportation Mitigation $ 0.00 I. Other Fees $ 0.00 Total A through I $ 0.00 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 52,216.35 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2017 —12.31.2017 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 3 EXHIBIT 05 Lara Barnes From: David McPherson <David.McPherson@TukwilaWA.gov> Sent: Tuesday, March 5, 2019 3:15 PM To: Lara Barnes Subject: Re: Lam's Trash/Grease Thank you Lara for the email below. That sounds good. Dave David McPherson Development Engineer City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 ph: (206) 431-2448 I fx: (206) 431-3665 David.McPherson(ci)TukwilaWA.gov I www.tukwilawa.gov **NEW EMAIL ADDRESS AND WEB ADDRESSI' From: Lara Barnes <Iara.barnes@jacksonmain.com> Sent: Tuesday, March 5, 2019 2:21 PM To: David McPherson Cc: Pat Brodin; Jason Green Subject: RE: Lam's Trash/Grease Hi Dave, Thank you for your email. Regarding the trash/grease interceptor, this is my understanding. L18-0118 and D18-0399 are the two permits I am working on for the exterior shell for Lam's Seafood. These permits are not for occupancy and we will not be permitting a trash compactor as a part of either of these permits. The compactor is a part of the T.I. permit and the grease interceptor for the compactor will be addressed with that permit. Our response letter for permit L18-0118 will provide a response that states this. Please give me a call to discuss further if needed. Thanks for your help! RECEIVED Lara Bames Designer MAR 28 2019 Community JACKSON 1 MAIN Architecture, P.S. Development 311 First Avenue South Seattle, Washington 98104 206.324.4800 P 1 www jacksonmain.com Jackson J Main Architecture www jacksonmain.com Architecture, master planning, building renovation, feasibility studies, interior design, space planning, adaptive re -use, construction management From: David McPherson <David.McPherson@TukwilaWA.gov> Sent: Tuesday, March 5, 2019 1:43 PM To: Lara Barnes <lara.barnes@jacksonmain.com> Cc: Pat Brodin <Pat.Brodin@TukwilaWA.gov>; Greg Villanueva <Greg.Villanueva@TukwilaWA.gov> Subject: Re: Lam's Trash/Grease Lara Barnes, I have attached a sample driveway for your information. Public Works does not have a standard detail that keeps the access mostly level with the sidewalk. The Planning Division (Minnie & Max) discussed this with you last week at the Lam's site. Regarding the trash areas. The trash area adjacent to Minkler Blvd. does not need to be revised for Lam's future use. I have asked Greg Villanueva, NPDES Coordinator (contact information above) to make a site visit and help determine what is required for the compost area. This area will need to be covered, drain to a catch basin that drains to a grease interceptor, then to the sanitary sewer. Let me know if you have questions/comments. Thank you. Dave David McPherson Development Engineer City of Tukwila 6300 Southcenter Blvd #100 Tukwila, WA 98188 ph: (206) 431-2448 i fx: (206) 431-3665 David. McPherson(a�TukwilaWA.cov ( www.tukwilawa.gov 2 EXHIBIT 06 ? te::�+ >= =;`+ t�ai ;BYHraRacowt ENCLOSURES DESIGNED FOR THE WORLD'S WATER SYSTEMSTM Materials • Roof, walls, drain flap 5052-1132 marine grade aluminum (.050/18 gauge), mill finish, ASTM 13209 outside • Drain flap hinge and spring stainless steel • Insulation 1 1/2" (9 "R" value) minimum thickness polyisocyanurate foam laminated to a glass fiber reinforced facer (each side). • Mounting hardware 5052-1132 marine grade aluminum • Masonry fasteners metal hit anchors Standards • ASSE 1060 • ASTM B209 Advantages • Fast and simple installation, no special tools required • Durable • Lockable Dimensions Specification Submittal Sheet Series 100/200 — Lift-off Design Insulated Enclosures Description The enclosure is designed to provide freeze and vandal protection of above ground backflow prevention assemblies. The enclosure provides for safe and easy testing and maintenance or replacement of the backflow prevention assembly. Heating Required CI Yes - Model = heat Cable 30 18ft, 90 Watts (5 Watts per foot), self- regulating heat cable, 120 V plug-in style No Model Inside Diameter 100S-AL 200S—AL W L H 7 32 22 14 43 29 Concrete Pad W L H 14 39 4 21 50 4 Weight 26 Drain Opening W H 7 5 1/4 44 14 5 1/4 All dimensions in inches. Specifications A freeze and vandal protective enclosure shall be installed over above ground plumbing systems. The enclosure shall he constructed of 5032-E132 marine grade aluminum with a minimum R-9 in the walls and roof. Cut hoard insulation shall be used to insure uniform insulation thickness. Sprayed insulation shall be reason for rejection. The enclosure shall have a fully insulated drain panel designed to remain closed except when the backflow prevention assembly is discharging water. The drain panel shall he sized to accommodate the maximum discharge for backflow installations. The enclosure shall he mounted securely to a concrete pad and completely removable by way of a lockable stainless steel rod only. All mounting hardware shall be furnished. When heat is required, a UL or ETl listed heat cable shall he provided that has been independently certified for damp or wet conditions. The enclosure shall he certified to meet the most recent ASSE Standard 106(1 (Class 1 or II). The insulated enclosure shall be a Safe-T-Cover 100/200 Series. HydrocowI, Inc. Nashville, TN • Phone 1-800-245-6333 FAX (615) 259-4481 • www.safe-t-cover.com RECEIVED MAR 28 2019 Community Development SS2 0616 `_.._ - _ _-- Reduced Pressure Principle Assembly Application Designed for installation on water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance • ASSE® Listed 1013 • IAPMO® Listed • UL® Classified (less shut-off valves or with OS&Y valves • C-UL® Classified • CSA® Certified B64.4 • AWWA compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425-89-M VOL 3 Materials Main valve body Access covers Fasteners Elastomers Polymers Springs Cast Bronze ASTM B 584 Cast Bronze ASTM B 584 Stainless Steel, 300 Series Silicone (FDA Approved) Buna Nitrile (FDA Approved) NoryITM, NSF Listed Stainless Steel, 300 series Features Sizes: 3/4", 1", 1-1/4", 1-1/2", 2" Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections Threaded Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 11/4"-2" - 1.19sq. in. 175 PSI 180°F 350 PSI ANSI B1.20.1 Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) ❑ - ❑ - 0 - ❑ - ❑ - ❑ - ❑ - ❑ - L U MS S BMS FDC FT TCU V SE with full port QT ball valves (standard) less ball valves, male pipe thread with union ball valves with integral relief valve monitor switch with bronze "Y" type strainer with battery operated monitor switch with fire hydrant connection; 2" only with integral male 45° flare SAE test fitting with test cocks up with union swivel elbows (3/4" & 1") with street elbows (3/4" & 1") Accessories ❑ Air gap (Model AG) ❑ Repair kits ❑ Thermal expansion tank (Mdl. XT) ❑ Soft seated check valve (Model 40XL) ❑ Shock arrester (Model 1250XL) ❑ QT-SET Quick Test Fitting Set ❑ Ball valve handle locks MODEL 975XL SIZE in. mm DIMENSIONS (approximate) A in. mm B in. mm C in. mm in. D mm E in. mm F in. mm G in. mm WITH VALVES lbs. BALL kg 3/4 20 12 305 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 16 1/8 410 12 5.5 1 25 13 330 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 17 3/8 441 14 6.4 1 1/4 32 17 432 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 22 9/16 573 28 12.7 1 1/2 40 17 3/8 441 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 24 1/16 611 28 12.7 2 50 18 1/2 470 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 26 1/2 673 34 15.4 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Rev. C Date: 6/14 Document No. BF-975XL Product No. Model 975XL www.xurn.eom Page 1 of 2 Flow Characteristics 0 Raled Floc% (established by approval agencies) u 20 MODEL 975XL 3/4", 1", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (I/s) 1.26 2.52 3.8 5.0 20 3/4" (20mm) 1" (25mm) a 50 15 10 3.2 1 1.4" (32mm) 6.3 9.5 12.6 15.8 137 103 9 cc ui 69 rn cC W 0 a 20 40 60 80 50 FLOW RATES (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. FLOOR_ / FLOOR DRAIN DIRECTION OF FLOW c INDOOR INSTALLATION (Shown w/optional BMS) 50 100 150 200 35 250 Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 11/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 167 OPT ONAL WATER METER PROTECTIVE ENCLOSURE DRAIN DIRECTION OF FLOW INLET SHUT-OFF OUTDOOR INSTALLATION Specifications The Reduced Pressure Principle Backflow Preventer shall be shall be ASSE® Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Back - flow Preventer shall be a ZURN WILKINS Model 975XL. Zurn Industries, LLC 1 Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada 1 Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 EXHIBIT 07 Lara Barnes From: Sent: To: Cc: Subject: Attachments: Maxwell Baker <Max.Baker@TukwilaWA.gov> Wednesday, March 6, 2019 3:45 PM Lara Barnes Dan Rasmusson Re: L18-0118 Review 190305_Curb Cut Discussion.pdf Hi Lara, Apologies for the delay, we were waiting form Public Works to provide their thoughts on the design; at this point they don't see any issues, but will be taking a closer look at the final civil plan when it comes in, of course. As for the design itself, we do have a couple clarifying questions/thoughts: 1. The crosswalk across the drive aisle is proposed to be stamped/differentiated concrete? 2. The crosswalk will be raised slightly or designed in a way that allows for a nearly unbroken grade plan for the sidewalk+crosswalk? 3. The crosswalk to the south(ADA) will also be stamped/differentiated concrete? I've attached the site plan you mailed earlier with a couple markups. We thought to help delineate/continue the pedestrian realm near the sidewalk/plaza, the concrete could be continued to connect the two northern crosswalks (orange highlight). Also, to reduce the jog of the sidewalk, the angle of the sidewalk as it moves east could be lessened (purple highlight). As for the EIFS and roof proposals, both should be appropriate as proposed in this design. Just a reminder to your client that the facade will need to be maintained over time and repaired in the case of damage. Please let me know if you have any additional questions, and thank you for working with us to create a design that serves everyone's needs. Best, Maxwell Baker I Assistant Planner Department of Community Development I City of Tukwila 6300 Southcenter Blvd, Suite 100 I Tukwila, WA 98188 Max.Baker@Tukwilawa.gov 1206.431.3683 Tukwila: The City of opportunity, the community of choice. RECEIVED MAR 28 2019 Community Development 1 U EXISTING DOSING TRASH TO NEIGHBORING AREA REMAIN TO REMAIN AS IS SITE PLAN n EXISTING TENANT AREA TO BE IMPROVED HANGING ROOF COVERED PATIO BLDG EXPANSION BIKE RACK ENTRY TOWER CHAIN TYP. OF 3 AREA PARCEL- PARCEL- 262304-9110 262304-9079 10'-0= ELECTRIC ESWT. 4 CANOPY DOWNSPOUT TYP. SEE CML 17'-0 REFER TO CML FOR RAMP AND SIDEWALK INFORMATION ACCESSIBLE STALLS LS7 -3 3/4• - CANOPY DOWNSPOUT TYP. SEE CML. EXTERK)R COOLER OVER NEW CONCRETE SLAB LINDER CANOPY REFER TO STRUCT. FOR SLAB DETAIL. REFER TO CML FOR RAMP INFORMA'ION CONDUIT ELECTRICAL PER T.I. DRAWINGS NEW 6• CONCRETE SLAB. RENF. WI .4 012. OC EACH WAY FOR STANDBY • GENERATOR -COORDINATE EXACT DESIGN WITH T.I. DRAWINGS. (E) COMPACTOR PAD NEW LOADING GARAGE DOOR M' . _ Y MINKLER BLVD. CART CORRAL RESTRICTIVE BLDG COVENANT SEE CML DRAWNGS FOR SITE FIFO. CART CORRAL PARCEL - 883510-0000 SHEET NOTES: A. LIMITS OF WORK ARE DEFINED WITHIN THE PROPERTY LINES AND ADJACENT RIGHT OF WAYS. B. SITE CONTROLS ARE EXISTING PROPERTY CORNERS AS IDENTIFIED BY PROPERTY SURVEY. C. REFER TO CML DRAWINGS FOR SITE GRADING AND UTLTTY LOCATIONS. D. EXPANSION JOINTS ARE SHOWN ON SITE PUNS, ALL OTHER LINES WITHIN CONCRETE PAVING AREAS ARE TO BE CONTROL JOINTS UNLESS OTHERWISE NOTED, REFER TO CML DRAWINGS. E. SIDEWALKS TO MAINTAIN A SLOPE NO GREATER THAN 1.20 IN THE PRIMARY DIRECTION OF TRAVEL AND A SLOPE NO GREATER THAN 1 50 PERPENDICULAR TO THE PRIMARY DIRECTION OF TRAVEL REFER TO CML DRAWINGS. F. CURB TO BE MEDIUM BROOM FINISH, PARALLEL TO GUTTER LINE, UNLESS OTHERWISE NOTED. G ARCHITECT SITE PLAN IS SHOWN FOR REFERENCE ONLY. REFER TO CML ANC LANDSCAPE DRAWINGS FOR PARAMETERS OF SITE INCLUDING ROADWORK, LANDSCAPING AND CONTEXTUAL SITE INFORMATION. PARKING ANALYSIS: PAr( PARKIN() I OT ANAI YSIC EXISTING STALLS. 96 EXISTING STALLS TO REMAIN AS IS. 89 PROPOSED STALLS: 2 ADA STALLS PARKING NARRATIVE. THERE ARE 96 EXISTING UNDERUTILIZED PARKING STALLS LOCATED AT THE REAR OF THE SHOPPING CENTER. THIS PROJECT CONSTRUCTS A NEW REAR FACING TENANT MAIN ENTRY WHICH WILL FULLY UTILIZE THE EXISTING REAR PARKING LOT, FREEING UP PARKING ON THE FRONT OF THE SHOPPING CENTER. PARKWAY SI IPFR(FNTFR PARKING 1 OT ANAL YSIS PARKING SPACES. 1705 TOTAL GLA 470,478 SF UNI ISARI F AREA- ESTIMATED AT 5% OF TOTAL GLA = 23,524 SF AVERAGE SHOPPING CENTER VACANCY AREA - ESTIMATED AT 5% OF TOTAL GLA = 23,524 SF PARKING CALCULATION NOMINAL AREA • 470,478 SF - 23,524 SF - 23,524 SF = 423,4315F 423,431 SF / 1000 = 423.4 • 4 = 1893 STALLS REQUIRED PER TMC TABLE 18-5. VICINITY MAP: RECEIVED MAR 28 2019 Community Development 4/8-0//r JACKSON l MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 98104 1206 324.4800 WWWJACKSONMAIN.COM KIMCO REALTY 9 PROJECT NO.: 18027 PROJECT MGR BB DRAWN BY WB I LB CHECKED BY ML SITE PLAN A1.00 E 0 s b 8 m TUKWILA POND SITE MINKLER BLVD f VICINITY MAP NTS OWNER/DEVELOPER KIMCO REALTY 4065 FACTORIA MALL SE, SUITE FIO BELLEVUE, WA 98006 (425) 373-3509 CONTACT: PETER EMSKY GOVERNING ACNCES CITY Of TUKWILA 6200 SOU10EN1ER BLVD TUKWILA, WA 98188 (206) 433-6800 CONSULTANTS CIVIL: NAVIX ENGINEERING 11235 SE 61H STREET, SUITE 150 BELLEVUE. WA 98004 (425) 458-7934 CONTACT: JASON GREEN (425) 456-7898 CONTACT: JENELLE TAFUN, P.E. ARCHITECT: JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SWIM SEATTLE. WA 98104 (206) 324-4800 CONTACT: BRYANT BRONSON SURVEYOR: AXIS SURVEYING & MAPPING 15241 NE 90TH STREET REDMOND, WA 98052 (425) 823-5700 CONTACT: ZANE NALL, PLS. EXISTING LEGEND UTILITIES WATER: TUKWILA WATER DISTRICT 6300 SOUTHCENTER BLVD, SUITE 100 TUKWILA, WA 98168 (206) 433-0179 SEWER: TUKWILA SEWER DISTRICT 6300 SOUTHCENTER BLVD. SUITE 100 TUKWILA, WA 98168 (206) 433-0179 STORMWATER: CITY OF TUKWILA 6200 SOUTCENIER BLVD TUKWILA. WA 98188 (206) 433-6800 POWER: PUGET SOUND ENERGY 10885 NE 4111 ST BELLEVUE. WA 98004 (B88) 225-5773 FIRE DEPARTMENT: TUKWILA FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA, WA 98188 (206) 575-4404 NATURAL GAS: PUGET SOUND ENERGY 10885 NE 4111 ST BELLEVUE. WA 98004 (888) 225-5773 TELECOMMUNICATION: CENIURYUNK 1600 BELL PLAZA SEATTLE, WA 98191 (206) 345-2211 BUILDING/PLANNING: DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD, SUITE 100 TUKWILA, WA 98188 (206) 431-3670 Y�-C LUIIINWRE (TUN.) aPO YARD LIGHT CI POWER METER -0- POWER POLE ® JUNCTION BOX (AS NOTED) e TELEPHONE MANHOLE ❑ CATCH BAS.'N (CB) ® STORM MANHOLE (SOMH) • SANOARY SEWER MANHOLE (SSMH) oo CLEMgUT (AS NOTED) ® CAS METER T!Y • GAS VALVE W WATER VALVE OW) A ARE HYDRANT(FH) / CONNECTION(FDC) e WATER MANHOLE ® WATER METER T BLOW- Off / NRVAC a SIGN ® MONITOR WELL e> D:RECTKXUAL ARROW S SURNIY MONUMENT (AS NOTE)) BENCHMARK L/1 L X - -0 G- -T(zx)- - SD - -ss - SECTION CORNER (AS NOTED) FOUND REBAR/CAP (AS NOTED) FOUND LEAD/TACK SURVEY CONTROL STATION PROPERTY LINE HANDICAP CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING UNE CHAIN UNK FENCE WOOD FENCE BARBED WIRE FENCE HOGWIRE FENCE WATER UNE GAS UNE OVERHEAD/UNDERGROUND TEL LINE OVERHEAD/UNDERGROUND PWR LINE STORM UNE SEWER UNE LAM'S SEAFOOD MARKET CIVIL CONSTRUCTION DOCUMENTS 17300 SOUTHCENTER PKWY TUKWILA, WA 98188 SW 1/4 OF SE 1/4 OF SECTION 26, TOWNSHIP 23N, RANGE 4E. W.M. DATUM/BASIS OF BEARINGS HORIZONTAL NAD '83/11 CPS 2011 WASHINGTON NORTH ZONE VERTICAL: NAVD '88 PER CITY OF TUKWILA PONT NO. F-14, 3' BRASS DISC MARKED SURVEY MOH' AS FOUND N THE BACK OF WALK. ELEVATION: 27.27 BASS CF BEARINGS: HELD A BEARING OF NORTH 11'59'33' WEST ALONG THE MONUMENTED CENTEMJNE OF SOUTHCENTER PARKWAY PER RECORD OF SURVEY BY CHADWICK & MINTERS LAND SURVEYING RECORDING NUMBER 9905129003. BENCHMARKS TEMPORARY BENCHMARK: TEN 'A' SET 'X' ON TOP WESTERLY 3/4' BOLT IN ECO-BLOCK WALL AT SOUTHEASTERLY END OF TOPOGRAPHIC MAPPING. ELEVATION: 27.83' TBM '8' SET MAC NAIL W/AXIS CONTROL WASHER IN PARING LOT *4' EAST OF NORTH END CF PLANTER ISLAND IN FRONT OF PARTY OTY. ELEVATION: 24.47' SITE DATA PARCEL NUMBERS: ZONING: EXISTING USE PROPOSED USE: AREA CALCUI ATIONS, TOTAL SITE: 2623049110, 2623049079, 8835100000 TUKWILA URBAN CENTER - COMMERCIAL CORRIDOR (TUCC-CC) TUKWILA URBAN CENTER - WORKPLACE (TUCC-VP) SHOPPING CENTER SHOPPING CENTER TOTAL AREA OF DISTURBANCE NEW BUILDING: NEW IMPERVIOUS SURFACE 3605 S.F. (0.01* ACRES) REPLACED IMPERVIOUS SURFACE: 10,4303 S.F. (0.24* ACRES) NEW PERVIOUS SURFACE: 1,300* S.F. (0.03* ACRES) REPLACED PERVIOUS SURFACE: 3101E S.F. (0.01* ACRES) 1,222,394i S.F. (28.06t ACRES) 12,9503 S.F. (0.30* ACRES) 5503 S.F. (0.01* ACRES) LEGAL DESCRIPTION BY SURVEYOR PARCEL A: TNAT PO RII N CF INC SOUTHEAST QUARTER OF INC SOUTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE NORTHWEST QUARTER OF THE NORTHEAST WARIER, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER CF SECTION 35, TOWNSHIP 23 NORTH. RANGE 4 EAST, WILLAMETTE MERIDIAN. IN KING COUNTY, WASHNGTON, DESCRIBED AS FOLLOWS: BEGINNING AT INC NORTHWEST CORNER OF INC NORTHEAST QUARTER CF SAID SECTION 35; THENCE SOUTH 87'4408'EAST ALONG THE NORTH UNE OF SAID NORTHEAST WARIER A DISTANCE OF 140.16 FEET TO INC TRUE POINT OF BEGINNING; THENCE SOUTH 02'2412'11EST PARALLEL TO THE WEST UNE OF SAID NORTHEAST QUARTER A DISTANCE OF 894.23 FEET TO THE NORTH UNE OF THE SOUTH 430 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE NORTH 875009'WEST ALONG SAID NORTH UNE A DISTANCE OF 140.16 FEET TO THE EAST UNE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORTH 875057'WEST ALONG THE NORTH UNE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177.29 FEET TO A PONT 6 FEET DISTANT NORTHEASTERLY, MFASLIRED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD NO 972; THENCE NORTH 115933'WEST ALONG A UNE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROI SAID EASTERLY MARGIN A DISTANCE CF 1771.86 FEET; THENCE CONTINUING ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY ALONG A CURVE TO INC RIGHT HAVING A RADIUS OF 919.37 FEET, AN ARC DISTANCE CF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'0808; THENCE NORTH 01'0835'EAST ALONG SAID UNE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285.11 FEET TO THE NORTH UNE CF THE SOUTHEAST QUARTER Of THE SOUTHWEST QUARTER CF SAID SECTON 26: THENCE SOUTH 875553'EAST ALONG SAID NORTH UNE A DISTANCE OF 625.20 FEET TO THE WEST UNE OF THE SOUTHWEST QUARTER OF INC SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SWIM 875502'EAST ALONG THE NORTH UNE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 140.16 FEET; THENCE SWIM 011225'WEST PARALLEL TO THE VEST UNE Of SAID SOUTHWEST QUARTER OF DIE SOUTHEAST QUARTER A DISTANCE CF 1318.77 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 2 FEET OF THAT PORTON OF INC SOUTHEAST QUARTER OF DIE SOUTHWEST QUARTER AND CF THE SO)THEAST WARIER OF INC SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST. WILLAMETTE MERIDIAN. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF DIE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE SOUTH 875502'EAST ALONG INC NORTH UNE OF SAID SOUTHWEST QUARTER OF INC SOUTHEAST QUARTER. A DISTANCE OF 140.16 FEET; THENCE SOUTH 0/1225'WEST PARALLEL TO INC VEST UNE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 490.00 FEET; THENCE NORTH 88'4735'WEST, A DISTANCE OF 738.90 FEET TO A POINT 8 FEET DISTANT NORTHEASTERLY. MEASURED AT RIGHT ANGLES, FROM INC EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972; THENCE NORTH 115933'11EST ALONG SAID UNE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN. A DISTANCE 01 7.73 FEET TO A PONT OF CURVATURE; THENCE CONTINUING ALONG SAID UNE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES. FROM SAID EASTERLY MARGIN. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'081)8; THENCE NORTH 0110835'EAST ALONG SAID UNE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 285.11 FEET TO INC NORTH UNE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 28; THENCE SOUTH 87'5553'EAST ALONG SAID UNE A DISTANCE OF 625.20 FEET TO THE WEST UNE Of INC SOUTHWEST QUARTER OF ME SOUTHEAST QUARTER OF SECTION 26 AND THE TRUE PONT OF BEMNNING, AND THAT PORTION Cf THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE AFOREDESCRIBED PARCEL LING SOUTH OF ME NORM 2.00 FEET 01 SAID DESCRIBED PARCEL AND ALSO LYING NORTHWESTERLY OF A CURVE HAVING A RADIUS OF 35.00 FEET AND WHICH IS TANGENT TO THE SOUTH UNE OF THE SAID NORTH 200 FEET AND ALSO TANGENT TO A UNE PARALLEL WITH AND 5.00 FEET WEST AS MEASURED AT RIGHT ANGLES TO THE WEST UNE CF INC AFOREDESCRIEBED PARCEL, AS CONVEYED TO THE CITY OF TUKWILA FOR ',INKIER BOULEVARD BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9408290325, TOGETHER VIM THOSE CERTAIN RIGHTS IN A 35 FOOT NO BUILD CORRIDOR AS DEFINED N RESTRICTIVE COVENANT RECORDED OCTOBER 20, 1972 AND MAY 2, 1973 UNDER RECORDING NUMBER 7210200584 AND 7305020527. PARCEL B: BEGINNING AT INC NORTHWEST CORNER OF LOT 4, UPLAND'S TUKWILA INDUSTRIAL PARK, ACCORDING TO INC PLAT THEREOF, RECORDED IN VOLUME 4 OF PLATS. PAGES 8, 9 AND 10, RECORDS Cf KING COUNTY, WASHINGTON; THENCE SOUTH 011225'WEST, 426.63 FEET ALONG DIE WEST UNE OF SAID LOT TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOWN 875504. EAST, 11.45 FEET ALONG INC SOUTH UNE OF SAID LOT TO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH 78'3757'EAST, 410.88 FEET DISTANT; THENCE NORTHEASTERLY, ALONG THE ARC CF A CURVE CONCAVE TO INC SOUTHEAST HAVING A RADIUS CF 410.88 FEET, THROUGH A CENTRAL ANGLE CF 10'0625. AND AN ARC LENGTH OF 72.48 FEET: THENCE NORM 21'28'48'EAST, 14.49 FEET TO A PONT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 481.45 FEET, THROUGH A CENTRAL ANGLE OF 08'0000'AND AN ARC LENGTH OF 67.22 FEET; THENCE NORM 2928'48'EAST, 41.25 FEET TO A PONT OF CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OI' A CURVE TO DIE RIGHT, HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 541959'AND AN ARC LENGTH OF 389.63 FEET; THENCE NORTH 27'4136' EAST, 29.92 TO A POINT ON THE NORM UNE OF SAID LOT WHICH IS 405.00 FEET FROM INC POINT OF BEGINNING; THENCE NORTH 875502'WEST 405.00 FEET ALONG SAID NORM UNE TO THE TRUE POINT OF BEGINNING. SHEET INDEX CVR-1 D-1.0 D-2.0 D-2.1 C-1.0 C-1.1 C-1.2 C-2.0 C-2.1 C-3.0 C-3.1 SHEET 1 OF 1 COVER SHEET DEMOLITION PLAN MSC PLAN TESC NOTES AND DETAILS STE IMPROVEMENT PLAN STE NOTES AND DETAILS STE DETAILS GRADING AND DRAINAGE PLAN GRADING AND DRAINAGE NOTES AND DETAILS UTILITY PLAN U11UTY NOTES AND DETAILS UNITED TOPOGRAPHIC SURVEY GENERAL NOTES (NAVIX) STE WORK FOR THIS PROJECT SHALL MEET OR CXCEED THE PROJECT SPECIFICATIONS, THE CITY OF TUKWILA STANDARD 5PECIFlCAPONS. AND INC A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. DIE DESGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF INC EXISTING CONDITIONS. INC PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON UNITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SIEWORK IMPROVEMENTS IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON INC PLANS WITHOUT EXCEPTION. HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO INC OWNER FOR RENEW. CAUTION - NOTICE TO CONTRACTOR INC CONTRACTOR IS SPECIFICALLY CAUTIONED MAT THE LOCATION OF DOSING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTUTY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN N INC FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL ME APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH INC PROPOSED IMPROVEMENTS SHORN ON THESE PLANS. GENERAL NOTES (GIT( Of TUKWILA) 1. LOCATONS SHORN FOR EXISING UTUTIES ARE APPROXIMATE 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBUC WORKS UTIUTY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CAUJNG 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPCNSIBIUTY FOR WORKER SAFETY. AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTNG FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE INC PERMIT(S) AND CONDITIONS, THE APPROVED PLANS AND A CURRENT COPY OF CITY OF 11.1KVILA DEVELOPMENT GUIDELINES AND DESGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB STE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM INC OWNER, THE ENGINEER, AND INC OTY OF TUKWILA 7. ALL MEDICOS AND MATERIALS SMALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESGN AND CONSTRUCTION STANDARDS UNLESS OTHERWISE APPROVED BY ME PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPW1ENTATION. DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTON STANDARDS B-2. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED 0R REMOVED DUE TO CONSTRUCTION. 13. RETAIN. REPLACE OR RESTORE DOSING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. JACKSON I MAIN ARCHITECTURE 311 FIRSTAVENUE SOUTH SEATTLE. WA 16104 t 208.3244 00 WW WJACKBOfMAD1.00M r§j NAVIX SfTE 1 CML MS9 .-wr t011413l101 •1Y tw taunR= RECEIVED MBAR 28 2019 Community Development g 4114,\T aZ O w0 Vi • ~ Z 443 U) w Y cog co f ce 8 T, Q� a ^ I- 137 HX) J 2 .- 9 PROJECT NO: PROJECT AMOK: DRAWN BY: CHECKED BY: 60523003 J0U J(0RJ H JET COVER SHEET CVR-1 Naal•I I r uonv.TAE Pa • MY 8. A fi di Nan - w — — - SD— -- L.� c�. 1 DEMOLITION NOTES (NANX) SD-, SD. w-'- --w- -- —_w - w SS 10' ELECTRIC 116 ESMT. REC. NO. 7610120665 1. DEMOUTICN NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE AU. EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOAWOOATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE UNITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING DATED DECEMBER 10. 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED STEWORK IMPROVEMENTS. IF CONFUCTS ARE DISCOVERED, INC CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION CC INC STEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY. INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION. HE SHALL HAVE MADE, AT HIS OWN EXPENSE. A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO TIE OWNER FOR RENEW. 3. CONTRACTOR IS TO REMOVE AU. EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE NITS OF WORK UNLESS OTHERWISE NOTED. AU. DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE 1WTH APPUCABLE STATE COOES. 4. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 5. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD UNITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTIUTES ARE GROUTED AND CAPPED. COSTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN INC PROPOSED BUILDING PAD AREA. INCLUDING 10' BEYOND FOUNDATIONS. SHALL BE REMOVED. 6. CONTRACTOR SHALL NOTIFY THE KING COUNTY METRO CONSTRUCTION INFORMATION CENTER (OC) AT LEAST TWO MEEXS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH OC AS NEEDED DURING CONSTRUCTION. OC PHONE: 206.684.2732. EMAIL CONSTRUCTION.000RDONETROKC.GOV. 7. CONTRACTOR TO CONFIRM EXISTING TRAIN TRACK REMOVAL AS REQUIRED. 8. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO TIE MAXIMUM EXTENT PRACTICABLE. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ON -SITE IN A DESOLATED. CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPUED TO OTHER PORTIONS Of THE SITE WHERE FEASIBLE, PER THE 2010 TUKWILA INFRASTRUCTURE DESGN AND CONSTRUCTION STANDARDS. SECTION 5.6.8.1. am am • SS IZ KEY NOTES r w M11VKLEFI BLVD. __w_ ---------- . N 30' ROAD & 1G UTILITY ESMT. REC. so--N0. 5050874 w O REMOVE ECJO��CONCRETE wPAVEMENT, ASPHALT PAVEMENT R O REMOVE EXISTING CONCRETE CURB (TYP). • REMOVE EXISTING TREES, SHRUBS. LANDSCAPING AND ROCK (TYP). O REMOVE POSTING SANITARY SEWER, WATER. STORM DRAINAGE AND IRRIGATION STRUCTURES AND PIPING. PLUG AND CAP AS NECESSARY PER LOCAL CODE. INSTALL PROPOSED UTIUDES PER SHEETS C-2.0. C-3.0 AND C-4.0 PRIOR TO REMOVAL OF EXISTING. CONTRACTOR SHALL COORDINATE X1TI1 THE CITY OF TUKWILA PUBUC WORKS INSPECTOR PRIOR TO RENONNG ANY STRUCTURES OR PIPING. O REMOVE EXISTING ADA RAMP. O REMOVE TOP 6-INCHES OF EXISTING TRUCK DOCK WALL OCONTRACTOR TO CONFIRM EXISTING TRAIN TRACK REMOVAL AS REQUIRED. 0 PRESERVE AND PROTECT EXISTING SANITARY SEWER, WATER, AND STORM DRAINAGE STRUCTURES AND PIPING TO REMAIN. ADJUST STRUCTURES TO GRADE AS NECESSARY. CONTRACTOR SHALL REFER TO SHEETS C-2.0, C-3.0, AND C-4.0 FOR PROPOSED UT1UTIES. 0 PRESERVE AND PROTECT EXISTING POWER, TELECOM, AND NATURAL GAS SERVICE. ADJUST STRUCTURES TO GRADE AS NECESSARY. CONTRACTOR TO REROUTE SERVICES AS NECESSARY. 10 PRESERVE AND PROTECT EXISTING TREES TO REMAIN. 11 PRESERVE AND PROTECT EXISTING UGHT POLE TO REMAIN. 12 CAP AND FILL EXISTING STRUCTURES PER CITY REOIRREMENTS PROR TO BACKFDUNG TRUCC DOCK. 36.05' R 11 R/W I 7 30' RAILROAD R/W ESMT. 11 0 10 20 40 SCALE: 1 Inch -20 ft. LEGEND — — PROPERTY UNE SAWCUT UNE cu;mnara,r, „,. POSTING CONCRETE CURB/CURB AND GUTTER TO BE REMOVED EXISTING CONCRETE PAVEMENT, ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK TO BE REMOVED RECEIVED MAR 28 2019 � l8-OIlB Community Development JACKSON I MAIN ARCHITECTURE 311 FRET AVENUE SOUTH BEATTIE. WA 98104 I C9 062N. WWWJACK801.I111 A01.CON �J NAVIX SITE I CIVIL .v-.waw tamer rw t aaaam 1 i PROJECT NO. 6062ICOS PROJECT NOR: JKO OMWM BY: JKORAH CHECKED BY: JET DEMOLITION PLAN D-1.0 .COMA I raw AMMMOUM r1.Lu °14- - SD-- I-- SD-- — = • SD —_ w— S9 SS-----__2s TEMPORARY INLET PROTECTION (TYP) SD— w TREE.PgOTEC.TKUN,_w SS — OM dm. 5 50_ — SD — k Vel 1- r 151 SEQUENCE OF CONSTRUCTION SS -----.SS UNITS OF - DISTURBANCE. (TIN) UNITS 10' ELECTRIC ESMT. REC. NO. 7610120665 STRAW WATIILES, -- T. TYP. 1. HOLD A PRE -CONSTRUCTION MEETING WITH CITY AND OBTAIN REMAINING REQUIRED PERMITS FOR AU. WORK WATHIN PUBUC RIGHT OF WAY AND CR-STE. 2. ALL NECESSARY CONSTRUCTION SIGNAGE MUST BE IN PLACE PRIOR TO START CC CONSTRUCTICN. 3. ESTABUSH CONSTRUCTION PHASING PLAN WHICH DEPICTS MEASURES TO ENSURE DRIVE AISLE ACCESS AT ALL TIMES, AS FEASIBLE. 4. ESTABUSI LOOTS CF DISTURBANCE AND INSTALL CONSTRUCTION FENCE AROUND PROJECT AREA 5. INSTALL TREE PROTECTION MEASURES 6. INSTALL STRAW WATTLES AS SHOWN ON THE PLANS. 7. INSTALL INLET PROTECTION ON ALL COSTING STORM DRAINAGE STRUCTURES TO REMAIN. B. SAWCUT AND REMOVE ASPHALT TO INSTALL UTIU11ES, REMOVE ALL COSTING FEATURES PER DEMOUnON PLAN. CLEAR, GRUB. AND STRIP THE SITE AS NECESSARY. 9. TEMPORARILY STABIUZE DENUDED AREAS. 10. INSTALL UTILITIES 11. COMPLETE ROUGH GRADING ACTIVITIES. 12. FINISH PAVING THE STE. 13. INCORPORATE SPECIFIED SOIL AMENDMENT MEASURES. 14. REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL AFTER INSPECTOR HAS DETERMINED THE STE IS COMPLETELY STABIUZED, WITH PERMANENT STABIUZAT1ON AND/CR LANDSCAPING. - � —So-_ _ _IYLM—SD— W 1. ._ 1t.� �y ��M 1 FENPORARY'CH LINK Ss -FENCE: O CONTRACT17R SHALL MAINTAIN • ;THROUGH ACCESS DURING CONSTRUCTION. CONTRACTOR I TTPREPARE CONSTRUCTION PHASING PLAN PRIOR TO CONSTRUCTION ACTIVITIES f a-O D 1• GI MAINTENANCE 5P — --- OFI DISTURBANCE. D so —_— SS. — —w— — — MINKLER BLVD. ........... 4PORAYa 30' ROAD & PRO E11o4(1'y2)ILITY ESMT. REC. N0. 6050874• DISRJRBANCE URI OF J/M (TYP) 3/ STRAW WATTLES, TYP. ALL MEASURES STATED CR THIS EROSION AND SEDIMENT CONTROL PLAN. SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORT( OR FINAL STABIUZADON OF THE STE AU. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUAUFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPUCABLE PERMIT. WHICHEVER IS MORE STRINGENT. AND REPAIRED IN ACCORDANCE NTH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS CF UNDERMINING. CR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTUZED, WATERED. AND RESEEDED AS NEEDED. 3. EROSION EELS OR STRAW WATTLES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS F DAMAGED. SEDIMENT SHALL BE REMOVED FROM BOTH WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE EEL OR WATTLE. 4. CATCH BASIN INLETS SHALL BE CLEANED CR REPLACED PER THE MANUFACTURER'S RECOMMENDED SCHEDULE. 5. SINCE THE STE IS COMPLETELY PAVED, A CONSTRUCTION DOT IS NOT NECESSARY. THE CONTRACTOR IS TO ENSURE THAT THERE IS NO TRACKING OR FLOW CF MUD OR DIRT ON TO PUBUC RIGHTS -CC -WAY FROM THE SITE IF TRACKOUT BECOMES AN ISSUE, MEASURES SUCH AS A WHEEL WASH. SHAKER PLATES. RUMBLE STRIP. 0R OTHER APPROVED MEASURES MAY BE NECESSARY. TRACKING OR FLOW OF MUD ONTO PUBUC RIGHTS -CC -WAY. 6. THE CONTRACTOR STAGING AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). —w SEEDING/STABILIZATION NOTE: 73 — SS-- — 36.05' R R/W I 30' RAILROAD R/Y/ ESMT. 11 TEMPORARY SEEDING MAY BE USED THROUGHOUT 111E PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRADE 0R THAT WALL REMAIN UNWORKED FOR MORE THAN 30 DAYS. PERMANENT LANDSCAPING - ALL AREAS AT FINAL GRADE WITHIN THE AREAS SHOWN ON THE LANDSCAPE PLANS. MUST BE PERMANENTLY STABIUZED PER THE LANDSCAPE PLANS. PUBUC WORKS GENERAL NOTES 1. APPLICANT OR CONTRACTOR SHALL SIGN WITH NOTARY HOLD HARMLESS AGREEMENT FOR WORK INSIDE THE CITY RIGHT OF WAY. 2. DUE TO PRESENCE OF SENSITIVE AREAS ON SITE THE OWNER SHALL EXECUTE WITH NOTARY SENSITIVE AREA HOLD HARMLESS AGREEMENT. THIS DOWMENT WILL BE PREPARED BY PUBUC WORKS AT A LATER DATE AND FORWARDED TO APPLICANT FOR EXECUTION. IT WILL EIE RECORDED BY THE CITY AT APPLICANT'S EXPENSE �J 0 10 20 40 SCALE 1 Inch 20 ft. LEGEND - - - - - UNITS OF DISTURBANCE 1./e-oef TEMPORARY INLET PROTECTIONe TREE PROTECTION RECEIVED MAR 28 2019 Community Development �J1 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 00104 t 200J44.4E00 W W WJACKSONOW N.COM �J NAVIX SRE I CIVIL It>DO Part. teASIJOI .-1- !MUM-- Wow. annex .aw—er.s b LL x a En 2 S 2 09/2.2/2019 PROJECT NO.: PROJECT MOR: DRAWN BY: CHECKED BY: DOS2BOOB JK0 JKO/RJH JET TESC PLAN D-2.0 AMOCO l I W r man:cn.r PA .Ion GENERAL EROSION CONTROL NOTES (NAIx) 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE UMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10, 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED STEAM IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED. THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE STEROID( WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY. INCLUDING TOPOGRAPHY AS SHOWN ON DIE PLANS. WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE. A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR RENEW. 2. OAIITON - NIXTCE TO CONTRACTDIZ THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UDUSES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTBJTY COMPANIES AND, MERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BONG EXACT OR COMPLETE. 'THE CONTRACTOR MUST CALL TIE APPROPRIATE UDUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION CF UDUTES IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTRJ1ES WHICH CONFUCT NTH THE PROPOSED MPROVEMENTS SHOWN ON THESE PLANS. 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPUCABLE LOCAL, STATE. AND FEDERAL STANDARDS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FDR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY ME CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL ME PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 5. THE IMPLEMENTATION OF MESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBIUTY OF ME CONTRACTOR FROM ME BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WIT JURISDICTION AND ME STE IS STABIUZED. 6. THE BOUNDARIES OF THE CLEARING UNITS SHORN ON MIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING WAITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 7. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 8. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL. AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES. STRAW BALES, SEDIMENT PONDS. ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 9. AT NO TIME SHALL CONCRETE. CONCRETE BYPROOUCTS, VEHICLE FLUIDS. PAINT, CHEMICALS. CR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 10. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAMINOS ON SITE AT ALL TUNES RMILE CONSTRUCTION IS IN PROGRESS. 11. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBUC RIGHT-OF-WAY. 12. THE CONTRACTOR PERFORMING THE WORK SNAIL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE 0R WAMIN ALL PUBUC ROADWAYS. 13. THIS APPROVED 'TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN' MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE TIE PLANS AND DETAILS FOR FURTHER INFORMATION. 14, ME CONTRACTOR SHALL NOTIFY THE DIMMER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS. GROUNDWATER 0R DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 15. MAXIMUM SLOPES SHALL BE 3:1 HORIZ:VERT FOR FILL SLOPES. AND 3:1 HORIZ. VERT FOR CUT SLOPES. OATH THE EXCEPTION OF RIGHT-OF-WAY. 2:1 IS THE MAXIMUM ALLOWED SLOPE FOR WORK MAMIN ME RIGHT-CF-WAY. 16. ROOCERIES OR OTHER RETAINING FACIUTIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. 17. ALL AREAS DISTURBED DURING CONSTRUCTION %HERE PERMANENT LANDSCAPING MILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED. AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDIDING DURING PERIODS OF LOW GROWTH. 1& SLOPE STABIUZATION. OJT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER MAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG. STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN NE FACE OF A CUT OR ALL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL 0R PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE. ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION. SLOPES SHOULD BE STABIUZED IN ACCORDANCE WTH ITEM (17) ABOVE. 19. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO MAT STORMWATER RUNOFF SHALL NOT ENTER ME CONVEYANCE SYSTEM WITHOUT FIRST BONG FILTERED DR OTIERVASE TREATED TO REMOVE SEDIMENT. 20. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SNAPP) NARRATIVE. 21. PH SAMPLING MAY BE REWIRED IF PROJECT INCLUDES MORE THAN 40 CUBIC YARDS OF POURED OR RECYCLED CONCRETE. 22 IF SAMPUNG REVEALS HIGH PH LEVELS. CONTRACTOR SHALL IMPLEMENT BAP C252 TO NEUTRAUZE THE PH LEVELS. GRADING AND EROSION CONTROL NOTES caw OF TUKWILA) 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 UNITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 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 ESTABUSHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT MALL 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 MILL RELFNN UNWORKED FOR TWO DAYS 0R MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR STALL A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS B. STOCKPILE, COI SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8. SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE MET SEASON (OCTOBER 1 TNROUCN APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE RIM ME APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A UEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE UFE OF THE PROJECT. THE PERMITTEE SHALL MAINTAIN IN 0000 CONDITION AND PROMPTLY REPAIR RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS. DRAINS, DAMS, STRUCTURES, VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES. AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS 9. THE PERMITTEE SHALL MONITOR ME DOWNSTREAM DRAINAGE FEATURES. AND SHALL WITH THE DIRECTORS APPROVAL, REMOVE ALL SEDIMENT DEPOSITOR RESULTING FROM PROJECT -RELATED WORK. DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS 8-4. 10. ALL MURK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET CF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE WORK SHALL BE PERFORMED IN ACCORDANCE WIM ALL FEDERAL. STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS. THE FERLDTTEE SHALL INSTALL ER090N PREVENTION AND SEDIMENT CONTROL MEASURES PER ME ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY STE DISTURBANCE OCCURS BEFORE THE TEMPORARY MEASURES ARE REMOVED. INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS. AND ADJACENT PRIVATE PROPERTIES AND PUBUC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS THE PERMITTEE SHALL RESTORE. TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS. AND PUBUC AND PRIVATE PROPERTIES AND MPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WMM THE FOLLOWING: A. NOTIFY THE PUBUC WORKS DEPARTMENT %AMIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. 8. OBTAIN PERMISSION IN WRITING FROM THE PUBUC WORKS DEPARTMENT PRIOR TO M001 11NG THE ESC PLAN. C. MMNTMN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACUJ1ES. E INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. EXISTING TREE 10--., BE PRCTECTED TREE PROTECTION FfACE:� UKANLr4, NK:H ULN511Y \ \ POLYETHYLENE FENCING WITH 3.S"XI.S" CPEMI.GS. 8.5' X 11' SIN LJAINTED-, IN P.tSTIC SPAVED EVERY 53' ALONG THE FENCE, 2' X 6' STEEL FOSTS CR- APPROVED ECUVALENT \\ m1 OUT Ink IHYUILGIIITN MCA 7 Y FEE1 MN. Y FEET NIN. CRITICAL ROOT 20NE (CRZ) TREE PROTECTION DETAIL BACKFILL AND COMPACT SOL FLOW WOOD STAKE - 12'1t2" SPACED 10' 0.C. II II II II v STRAW WATTLES CE IN A SHALLOW TRENCH. 0 0 10' MAX -�--i-4 TINES POST 0. NO1E: 8'-0' TALL FENCE UNLESS OTHERWISE NOTED. NTS 4' LEN. 4' MIN. MOVEABLE CONCRETE BLOCKS (TIP.) CHAIN LINK FENCE GATE. IF NEEDED 1) CRITICAL ROOT ZONE (CRZ): THE CRZ S EOJAL TO 1 R. RADIUS (Y) FOR EVERY 1 IN. DAMETER (X) OF TREE TRUNK AS MEASURED AT APPROX. 45 FPOM THE GROUND. 2) NO HEAVY ECH.JIPVENT IS V.LOWED WITHIN CRZ. 3) N0 PRUN NG SHALL BE PERFORMED ?CEPT BY CERTIFIED ARBORIST. 4) NO EOUIPMEKT SHALL OPERATE INSICE THE PRO'CTHVE FENCING INCLUDING DURING FENCE INSTALLATION AND CLIALTIPL. 5) SEE SITE PREPAPATIOF PLAN FOR ANY VIODIFICATICNS 'MTH THE TREE PROTECTIJN AREA 0 NTS 00 ■ L7CI0 CONTRACTOR TO TRIM EDGES TO PREVENT TRIPPING. OVERFLOW FLAPS FILTER FABRIC BAG (SEDIMENT TRAP) MIRAFI 100X OR EQUAL (MATERIAL) NOTES: 1. %HERE CATCH BASIN IS LOCATED IN PAVED AREA USE OF SILT BAG IS ACCEPTABLE 2 INLET PROTECTION TYPE TO BE SELECTED BY CONTRACTOR BASED ON STE CONDITIONS TEMPORARY INLET PROTECTION NTS 0 0 RECEIVED MAR 28 2019 Community Development JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 90104 t 206.324.4000 V WWJACKSOfMAIN.00M NAVIX SITE 1 CML 110361. 5941,0. 14a 0131001 . A. 110 w 4t1.4nt® 1r1,1., so. ISO ..i1MIyo Z a 0 ct • wo O ~ LL w co uw Is viY5))g 5 1 PROJECT NO.: PROJECT MGR.: DRAWN BY: O 080 09: 90620006 JKO JKWLAI JET TESC NOTES AND DETAILS NTS' ?-0/4 D-2.1 at001011111111M1011YCn n.1.t011 • • ♦ a KEY NOTES --)c( -sD-,— • N. Taw • . .,. .I. _ 10' ELECTRIC I16 ESMT. REC. NO. 7610120665 w w o • i .O I w 'L>.f A 't� O ASPHALT PAVEMENT CONCRETE PAVEMENT, CONCRETE SCORING PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER CONCRETE SIDEWALK, CONCRETE SCORING PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER CONCRETE CURB AND GUTTER F) Of VERTICAL CURB BOLLARD (TYP.)e SAWCUT EXISTING PAVEMENT, MATCH, AND JOIN WITH AR-4000 OR APPROVED EQUAL FIRE LANE STRIPING (SEE NOTE 1 THIS SHEET) TRAFFIC ARROWS (TYP.) C-1. 4' WIDE, SOLID WHITE PANTED STRIPE (TYP.) KO 4' 1MDE MITE STRIPING AT 45-DEGREES AT 18' 0.C. (TYP.) © ACCESSIBLE PARKING SPACE, SIGN. SYMBOL OM GENERATOR PAD AND GENERATOR DESIGN TO BE PROVIDED BY THE STRUCTURAL ENGINEER. O TYPE A E WITH DETECTABLE WARNING SURFACE F� (r112, © STOP BAR AND STOP SIGN C 1 • 11E INTO EXISTING VERTICAL CURB (TYP.) O TIE INTO EXISTING CONCRETE SIDEWALK (TYP.). CONTRACTOR TO DISURE PROPER DRAINAGE AND ADA COMPUANCE. ® TIE INTO EXISTING CURB AND GUTTER (TYP.) OS COOLER. (SEE ARCHTECTURAL PLANS) OT PROPOSED CLOCK TOWER ENTRY (SEE ARCHITECTURAL PLANS) O PATIO AREA (SEE ARCHITECTURAL PLANS) OV ROLL -UP DOORS (TYP.) (SEE ARCHITECTURAL PLANS) p CANOPY (TYP.) (SEE ARCHITECTURAL PLANS) O CANOPY COLUMNS (TYP.) (SEE ARCHITECTURAL PLANS) OY CART CORRAL (SEE ARCHITECTURAL PLANS) O STRUCTURAL CONCRETE PAD DESIGN AND BACKFILL RECOMMENDATION TO BE PROVIDED BY THE STRUCTURAL ENGINEER. • ASPHALT RAMP FOR CODER DELIVERIES SEE GRADING PLAN FOR ADOITIONAL INFORMATION. • EXISTING TRASH ENCLOSURE TO REMAIN. MINKLER BLVD. - w w ss ss— ss w 30' ROAD & 10 UTILITY ESMT. REC. N0. 6050874 / NOTES _6•=0r1• __ w-. SD so 1. FIRE LANE STRIPING PER CITY OF TUKMILA FIRE DEPARTMENT STANDARDS, ARE LANE STRIPING TO BE DCUBLE COATED PAINTED YELLOW CN TOP AND SIDE GF CURB, EXTENDING THE LENGTN OF THE DESIGNATED ARE LANE. PAVEMENT NEXT TO THE CURB TO BE MARKED VAIN MINIMUM 18' IN HEIGHT BLOC( LETTERING MATH MINIMUM 3' BRUSH STROKE LETTERNG READING 'NO PARKING - FIRE LANE' AT 50 FEET ON CENTER. 2. SEE DETAIL 7 ON SHEET C-1.1 FOR FIRE TRUCK TURNING MOVEMENTS 30 • 36.05' R 11 R/W 1 30' RAILROAD R/W ESMT. 11 LEGEND �J 10 20 40 SCALE 1 Inc -20 ft. PROPERTY UNE SAWCUT UNE ARE LANE STRIPING PROPOSED CURB PROPOSED CURB AND GUTTER PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA RECEIVED MAR 28 2019 Community Development gig'-oi/e JACKSON I MAIN ARCHITECTURE 111 FIRST AVENUE SOUTH SEATTLE. WAata 206.324.4103 WW VJAC.K8010WIAON �J NAVIX SITE I CML .O,.. cars osmium .r In t421.15.1.0. --mw mourinimgan. i Os/J:1/200 PROJECT NO: PROJECT NOR, DRAWN BY: CHECKED BY: 6062000E JKO J(OIRJH ET BRE IMPROVEMENT PLAN C-1.0 .13.101.11 t.1., MO.IRTf-.l.rn. \Washington\Tukwila\Jockson Alain\Lam Seolood\2Drawings\LSTU_110S.dwg Mar 25, 2019 — 2:24pm NOTES ES (NAVIX) 1. ALL WORK AND MATERIALS SHALL COMPLY MATH ALL OTT/COUNTY REGULATIONS AND CODES AND 0.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE LIMITED TOPOGRAPHY SURVEY FOR LAM'S MARKET PREPARED BY AXIS SURVEY & MAPPING, DATED DECEMBER 10. 2018. ME CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SI1EWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED. THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS. WITHOUT EXCEPTION. HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR RENEW. 3. fp11710N - NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPEOFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTIUT1ES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUTIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UT1UTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FEED LOCATION OF UTIUTIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTUTIES AND EXISTING IMPROVEMENTS WHICH CONFLJCT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO AROOTECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF OUTDOOR UTUTY YARD, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTAJTY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB. EDGE OF PAVEMENT. FACE OF BUILDING OR TO THE CENTERUNE OF PAVEMENT STRIPING. UNLESS OTHERWISE NOTED. 6. ALL PAVED PARKING LOT AREAS WITHIN INC UNITS OF IMPROVEMENTS SHALL BE STANDARD OR LIGHT DUTY PAVEMENT UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. TEMPORARY TRAFFIC CONTROL REQUIRED WITHIN THE PROPERTY SHALL BE PROVIDED TO OPERATIONS MANAGER PRIOR TO ANY WORK. 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES. BASIS OF BEARINGS h BENCHMARK INFORMATION. 9. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COAT. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS) 10. PARKING LOT STRIPING SHALL BE WHITE, 4 WIDE, UNLESS OTHERWISE NOTED. 11. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED. REMOVED OR RELOCATED AS NECESSARY OR AS SHOWN ON DEMOUTION PLANS. ALL COST SHALL BE NCWDED IN BASE BID. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED T0, ALL UTIUTES, STORM DRAINAGE. SIGNS ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE LWTH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 13. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES DF TOPSOIL, S. MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABUSHED. (SEE LANDSCAPE PLANS) 14. CURB RADS ADJACENT TO PARKING STALLS SHALL BE 3.. ALL OTHER CURB RADII SHALL BE 10'. UNLESS OTHERWISE NOTED. 15. ALL INTERNAL DRIVES, INCLUDING THE GRAVEL DRIVE CONNECTION SHALL BE CONSTRUCTED TO ACCOMMODATE 75,000 LBS. C.V.W. ALL PAVED SURFACES SHALL BE MAINTAINED 365 DAYS A YEAR. 16. SEE STRUCTURAL PLANS FOR PAD DETAILS. kW sal 00114 ae AIKSe1o.n CuRliaCNTER v s SECTION A.A NOTES: MINOR ARTERIAL' NW. 1w.J.n te- a,NOLO 6' fr 1 1. SIDEWALKS SHALL BE A MINIMUM OF S FEET W WHERE THE SPEED UNIT IS OVER 35 MPH, OR Wt COMBINED. 2. PLACE CEMENT CONCRETE OVER 7 OF 5!r MI IN THE CURRENT APWAAVSDOT STANDARD SPEC 3. REMOVE EXISTING CONCRETE CURB. GUTTER SCORE JOINTS MUST BE SAW CUT AND REPLACE ' SEE TMC 9.46.040 City of Tukwila .MOT AIVIODVAL SIDEWALK WIDTHS PRNICIPAL ARTERIAL' TUKWIL URBAN CE (SEE NOT B CONTRACTOR TO MATCH EXISTING PAVEMENT DEPTHS. CONTRACTOR TO OBTAIN GEOTECHNICAL ENGINEERING REPORT FOR PAVEMENT RECOMMENDATIONS. THERMO PLASTIC ARROW DETAIL O N.T.S. 1' BATTER 'REVERSE- SLOPE PER PLAN R 1/2- GUTTER SHALL HAVE 'REVERSE' SLOPE WHERE PAVEMENT GRADE SLOPES AWAY FROM CURB. AS SHOWN ION SHEET C-2 HMA CLASS 1/2' P.G. 58V-22 PER WSDOT SID. SPEC. 9-03.8(2) CRUSHED SURFACING BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) MINIMUM 12-INCHES COMPACTED SUBGRADE. CONTRACTOR TO OBTAIN GEOTECHNICAL ENGINEERING REPORT AND RECOMMENDATIONS TO CONFIRM. ASPHALT PAVEMENT CONCRETE SIDEWAUC SCORING AND FINISH PATTERNS PER ARCHITECTURAL PLANS N.T.S. 4" CONTRACTOR TO OBTAIN GEOTECHNICAL ENGINEERING REPORT AND RECOMMENDATIONS TO CONFIRM. PORTLAND CEMENT CONCRETE (WSDOT SID SPEC 5-05) WITH BROOM FINISH CRUSHED SURFAONG (WSDOT STD SPEC 9-03.9 (3)) 41-----SUBGRADE CONCRETE SIDEWALK N.T.S. 2:1 MAX SLOPE MINIMUM 6' BASE COURSE WITH PRIME COAT CONCRETE CURB AND GUTTER N.T.S. PAVEMENT FINISH GRADE CONTRACTOR TO MATCH EXISTING PAVEMENT DEPTHS. CONTRACTOR TO OBTAIN GEOTECHNICAL ENONEERING REPORT FOR PAVEMENT RECOMMENDATIONS. 5 1/2' R 1' 7 3/4- CONCRETE CURB O N.T.S. CEMENT CONCRETE PAVEMENT (4.000 PSI) WITH 3-7% AIR ENTRAINMENT, INSTALLED PER WSDOT STD SPEC 5-05 SHED SURFACING BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) MUM 12-INCHES COMPACTED SUBGRADE. CONTRACTOR TO OBTAIN GEOTECHNICAL ENGINEERING REPORT AND RECOMMENDATIONS TO CONFIRM. CONCRETE PAVEMENT N.T.S. FIRE TRUCK TURNING MOVEMENTS SCALE: 1' - 10' 7 O JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 04104 wwwJACKSONMAN.COY rki NAVIX SITE I CML 112311.4. A. w. .QOA-1 .- 10 t 4S.1-.m Mau. -t-o1 ...••.Msal• ; ;-CEIVED MAR 28 2019 Community Development PROJECT NO: PROJECT MDR: DRAWN BY: C)EC]ED BY: 6052/005 JIG JKt#7L61 JET SITE NOTES AND DETAILS C-1.1 4I tuM.M.1.L UM P..>a1. I b B:\Was0Mgtaa\Tukiia\kxksoo Maki\lam Seafood\2Dravmgs\LSTU110S.dwg CURB INSTALL INSTALL ACCESSIBLE ACCESSIBLE SIGN SIGN PER PER REGULATORY REGULATGRY STANDARDS STANDARDS (TYP.) (TYP.) l 4' WIDE DOUBLE COAT WHITE STRIPE AT 45', 18' 0.C. VAN 10 PROVIDE INTERN'L SYMBOL (TYP). CN THE SURFACE OF EACH PARKING SPACE FOR THE DISABLED. SYMBOL SHALL HAVE A 3 FT. SOUARE INTERNATIONAL SYMBOL OF ACCESSIBIUTY STENCILED IN BLUE PRINT. 4' NIDE DOUBLE COAT WHITE STRIPE (TYP.) NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT. SEE GRADING AND DRAINAGE PLAN FOR GRADING DETAILS. 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. 3. ALL DIMENSIONS ARE TO CENTERUNE OF STRIPE UNLESS OTHERWISE INDICATED. SYMBOL TO BE WHITE, DOUBLE COATED. MINIMUM STROKE WDTH TO BE 3'. AUGN NTH EDGE OF PARKING STALL 24' MIN. 4. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S 'MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES'. LOCAL WOES AND AS SPECIFIED. MOUNT SIGNS TO WALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERNATIONAL ACCESSIBLE PARKING SYMBOL ADA PARKING STALL ORLY SOUARE T1R TEE BREAK AWAY THE POST MOPE TOP Cr CONCRLYE NOR: TIE ION. 1001T OF 11E BOTTOM OF TIE IOBLST 901 MALL riE T-0' Roo P.SL P.C. OOICRAlt BASE •NT ACCESSIBLE SIGN AND POST IRAs OEM ALE CONTRACT RAM0. CONCRETE trtENRUT - OE NOR 0 HARE RYPJ Or ERPN-ON ANT (MS- SEE: STANDARD RAN AMELIS OAKS .EAR OAR OR CW NCI DUTTEA - SEE MDR • FACE 0, Caro NEASMEO PARALLEL TO sap(TM) SLOPE TREATMENT - SEP TARMRo RAN PiO.ND CMPESSSAN L OURS RANT Mom0.ONO WarOTO NATO, CUM RAIL' MTN • SEE ObaMCT HAM MICE NEVI ME =MAC, RAM - PYN. DEPRESSED CORM AM COTTER - ISE NOTE • PLAN %NEM TYPE PERPENDICULAR A CEMENT COMAl1E - PEDESTRIAN CUSS - QS NOTE • N.T.S. A nno RAIN MOMLAPMIRE IFF ROM E NATO, 40 7 10 AAMo wOTM - aE OaMIRAcr HAM CARE MID CEMENT mstETE aawaN - GEE 1107E S P11TIX MOOTS TMNOIION SEE DOMTMei_ �_ TO MENA. NAM COD EAPAN Mrs le +mmm+J-EE II ' STYMY/ PLAN OM) POSTS TRANSMIT TO ESSEMUA O.ESEA r\ PREENT. OR TO MACS Of CW(MJ-] 0� SEE CONDACT RARE °OP4 i�" 1 4` COM OR CDs �` AID OUTITR- OFTECTASLE PusSIAVACE- SE SAMIARD Pus. 'Ann SEE NOR a 0 CETECTyll MAIMpRSOCE- FACE CECURS L___I �EnANpIMN1pMAN TAGS DEPRESSED MRS AND O PTEA O CONTRACT°. ARO (MP) - RE STA MM/RAM CM is FOR CURS RAW ILR0TMt °NEM ER TWO,a.O PROVOS CONIIUCION JOOII EOUNLY SPACED a. C ERN OC OETECTAYE SPASMS SARITICE - GEE IITAWAFX0 MAN SALO CW RIND eacnoU OA CEMENT COMMIT aR S MO RAPE RIDENOCMAR'A' PAY lle7 - GEE NOTE ORECIA&E PPUMOO icREAC1- SE STANMRO RAN P410 E1RESE0 CODE NO CUTTER . SE NMI4 COMPS CO•IGE11 ORB D OMRTFA • SEE NOTE • CURB SACRA DETAIL O L COD `A PLAN VIEW TYPE PER0E1n1CLAAR 0 (NONN NON t*FER) • ORME MEAN COUNTER SLOPE- SON NAB MOP or Aaow. IENIES1/CURS ND GO MA - ME 61.10.0 PAN r-tw1T 001i11NC VIEW TYPE PERPENDICULAR A PAY LMIT NOTES COMIC OEM QE COMMITT a 1LEiE11ME0TM- MICR TO CURS MID SEPTA 3 (MPS CEMENT CENIOETTEE P EOE1T1DAN MSS - S EE NOTE • CEMENT OaRl1ETE CMS ROW TIN PERPENOCIAAR T MY W i • SEE NOTE a 1. At mrltl a0saWn. the Doroamall Woven the Web mop and 0i0 NNW say mat a oxblood Mean the OM at to mom* routings 2. %hoe -GRADE BREAK' Is *1101l sal M ware Wrote 0 the C.O. band, wawa Ws toe spool sorrow pawns seal N lash. 3. DNA not dace Grams. JMT1Jan Bova. Mae Comm or OM orsosWv anon m sow put as Da Cub Ramp or Wawa. or In from 0 DNA Cub Raw *Mrs a au4Oob s Pro roaON7. SN Crawl Plus For the Garb design sop:OW Sao SOMA.* Flan T•-10.12 b Cue. Cub ors Cutler. Moreno: Care us Wars rs Pweesn0n Cue daDIN Soo SElrdu4 Plan F-30.10 kr Comm Coro,* Mona Dwain 5N MOMS Pars far width And ps0amrd d abr0K e. The BE ham 'Gwent CrlOala Cub Rep Two _' des 10 0bgw as aa.Nro Cue. Oat NW GAP. DoprNSN Curb Pal GAIN Pwsmsn Cub. a Sa1m0A 7. TM CMC Ramp Yrr•tb b rat rooted la ®ad 15las (aria sawn OOsnsw in ea Corona Plans) Wlsn sptNV ti Myatt 01A Inp11l the assaro WSW s pacut Map a 4cwd E 0.sN BJ%. UNa wmpla canna* rope from [WWII al romp W top 0 raw to match Ines Its L01o•1g ow a I8700ea1 dWrlce 0 1311 Co r10 MM.01A abutting landp In re 13b0 maA 1asarrn1L B. Cue Raps rob twangs sae rocel•a a Braun rev. Sae Standard SPa6Evtl.A NO, • P0da2elan Cut rosy N omosd D Ind graced salon III De twat d Da Cot Ramp arlur Larding sal In SL es area Owe. as De Cue Ramp or Lana% emd Man NAM roc N masnN le roan. LEGEND SLOPE M E1)ER ce1ELTON ! OR RATTER REDOOEMED F01 f 1EIDESSNEIRORN ON VIAL) OOR PATTER REEMEo F01 savroRMwcOMMNMrays AH * * f 0w 01 FATTEAEWIDE11ED ran OOOWFOamOAR DOS WA) ff WOWDWC VIEW TYPE PERPENDICULAR B PAY LOW •Y . tEnNro Y1 PERPENDICULAR CURS RAMP STANDARD PLAN F-40.15-03 .EMI I C I WELT AAPROYED TOR PURSA1pN QRr.n, p(( r wilN 8' DIA S01 40 STEEL PIPE. FILL N4TH CONCRETE 3' (TYP) NOTES: A PAINT ALL NEW BOLLARDS AS FOLLOWS: 1-SURFACE PREPARATION; SOLVENT CLEANING SSPC SP-1 AND HAND TOOL CLEANING SP-2 OR 3 2-PRIMER: RECOATABLE EPDXY PRIMER. ONE COAT, 5.0 MDFT 3-FINISH COAT; TWO -COMPONENT, HI -SOLIDS ACRYLIC POLYURETHANE. ONE TO TV/0 COATS TO COVER, 3.0-4.0 MDFTPC COLOR TO BE YELLOW PER SPECIFICATION 32_17_23. B SEE DETAIL FOR BOLLARD SPACING 0 PIVS AND FIRE HYDRANTS. C BOLLARD SPACING SHOWN IS APPROXIMATE, 1 BOLLARD NTS RECEIVED MAR 28 2019 Community Development 4/r• 0//r JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 98104 t 208.32/A000 WWWJACKSONIA N.CON NAVIX SITE I CIVIL 11>Num ow 1•i.00JOI *A. ill) 14.Atam IW1N1OI .-t.sme 4 vs PROJECT NO: 6052S008 PROJECT MGR.: JW DRAWN BY: JKOJRJH CHECKED BY: JET SITE DETAILS C-1.2 Anrnr INAr ARba0BCIW Pa *MO 1 3 7 I vei C � i. 2900 1C 2550 INC L 2557 (ME. �----,tea (mom)STORM DRAINAGE NOTES (M%) W w r CZI, • MO IMO - w 256! 25.74 TC 25.24 BC --W-2525.(II1- S9 ]575 TC (ILL 25.25 BC (YE. 2569 26.02 TILL 20. 10' ELECTRIC OLE rESMT. REC. NO. 7610120665 net{ 7 25.02 w-- .._95 25.24 TC/BC 2521 wTC%BC 2557 A - 2574 1C 25.225_534 BC . 25.00 IC/BC 2567 TC )� 17 BC 2520 TC/BC 2540 ; a4e x ' 26.00 a' 25611 �iil' ri.65 25.11 BC U� - 1570 TC 1 26.00 1C . 25.20 BC I I % 2550 BC 2600 bb 1 06 OL5) I 2637 TC 999 'no.1(c i II' I SD-- ------ - 55 25.51 1C 2501 BC 2543 TC -24.93-BC • 261 25.10 26.03 BC 26.10 1c 26.03 BC 25.10 2610 2570 TILE. 26.20 OM 2 .14_QL 2566 BC I. I - 2557 Be 25M 2593 1 267o TC 2563 Bc 1 26.20 BC 25•35 11: ' 25.74 (YL) 25.66 BC --- n.9s 26.1. c061.Ac TO JJST 1011 70 GRADE AND REPLACE M SCUD Ntw_ LOOMS 257171 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO TINE MOST CURRENT APPUCABLE LOCAL. STATE. AND FEDERAL STANDARDS. 2. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED. AND DOSING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 3. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONS181UTY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO DOSING CONDITIONS OR BETTER. 4. STORM DRAINAGE PIPE WITH LESS THAN 2'-0- COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EOUAL, TO SUSTAIN H-20 LOADING. 5. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH -WALLED INTERIOR. MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N-0.012 0R LESS. B. STORM DRAINAGE PIPE SLOPES SHALL BE NOT BE LESS THAN 0.574. 7. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 8. ALL CATCH BASINS AND AREA GRANS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW UNE OF GUTTER (WHERE APPUCABLE). 9. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR AU. NEW INLETS. 10. AU. STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT. AND SHALL HAVE TRAFFIC BEARING RING AND COVERS MANHOLES IN UNPAVED AREAS SHALL BE 6' ABOVE FINISH GRADE. UDS SHALL BE LABELED 'STORM' OR 'DRAIN'. 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. 13. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 14. RIM FOR CURB INLETS REFERS TO THE ACCESS UD. SEE 001E FINISHED GRADING PLANS FOR CURB INLET ELEVATIONS AT THE GUTTER UNE. t I �zf ir7Motir""- 'Kra 26.23 A6.07 TP dI \ j �'f 3 b\�^ 26.25 20.26 --UL) .16 Tel `25.73 OIL) (YL a6 2553-1P 1156TP 2544 TO 2660 1C 26.10 BC_ 2630 1C 2550 DC 25.e9 10 • 2539 BC 26.27 TC 2577 BC 25.95 (1LE.), SD 5 STORM DRAINAGE NOTES (CITY OF TUXVILA) C3- --LSD 1. ALL METHODS AND MATERIALS SHALL NEST CITY OF TUKWILA DEVELOPMENT GUIDELNES AND DESIGN AND CONSTRUCTION STANDARDS. AND THE ADOPTED 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'. 0R '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 MATE( THE SIDE SLOPE. MINKLER BLVD. W w W w w _t 1,1 1 30' ROAD & 10 UTILITY ESMT. REC. N0 6050874 so EARTHWORKS (NA0X) • 1• I t SD 36.05' R 11 R/W 7 7 30' RAILROAD R/W ESMT. 11 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR WAKING AU. EXCAVATIONS IN A SAFE MANNER. PROVIDE APPROPRIATE MEASURES TO RETAIN EXCAVATION SIDESLOPES AND PREVENT ROCK FALLS, TO ENSURE THAT PERSONS WORKING IN 0R NEAR THE EXCAVATION ARE PROTECTED. 2. MAN% WAS NOT DESIGNED OR REVIEWED. IS NOT RESPONSIBLE FOR. AID DOES NOT CERTIFY ANY ASPECT OF ANY EXCAVATION SHORING SYSTEMS AND/OR SAFETY SYSTEMS FOR ANY EXCAVATION WHICH MAY BE DESCRIBED, SHOWN, OR DEPICTED, DIRECTLY OR INDIRECTLY. ON THESE DRAWINGS. 3. ELEVATION SLOPES SHOWN AT TOP OF OPEN CUT LOCATIONS ARE APPROXIMATE 4. SEE STRUCTURAL DRAWINGS FOR LOCATION AND ELEVATION OF FOOTINGS AND LAMBS OF SLABS. 5. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT OF BETWEEN EIGHT AND THIRTEEN PERVERT DRY WEIGHT AND PH SUITABLE FOR INC PROPOSED LANDSCAPE PLATS. PER 2010 TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. SECTION 5.6E1.1. 6. APPROX. EARTHWORK VOLUMES: CUT - 25 CY FILL- 185 CY NET - 160 CY (FILL) (THESE VOLUMES ARE BASED ON AN APPROXIMATE AW1LY55 BETWEEN EXISTING AND FINSH GROUND. CONTRACTOR SHALL NOT RELY ON THIS INFORMATION AND BE RESPONSIBLE FOR CALCULATING THEIR OWN VOLUMES BASED ON THE CRY APPROVED DRAWINGS). rtJ 0 10 20 40 SCALE: 1 In011 -20 FL LEGEND • MINOR CONTOUR MAJOR CONTOUR SPOT ELEVATION SLOPE ARROWS STORM DRAIN PIPE 1M ROOF DRAIN UNE AREA GRAIN e 1 CLEANOUT ®1141,9 W0T FIFVAT1fN ARBREVIATICNS. TC: TOP OF FACE OF CURB BC: TOP OF PAVEMENT AT FACE 07 CURB TP: TOP OF PAVEMENT ME MATCH EXISTING STORM STRUCTURE SCFEDULE # DESCRIP110N CLEANOUT pj RIM - 25.88 6' 1E- 23.38 (NW) CLEANOUT 2ORIM - 25.73 8' IE - 23.22 (NE) 8' IE - 23.22 (SE) 8' X 8' WYE CONNECTION EX 8' IE - 22.11 (E,W) O3 NEW 6' IE - 22.28 (S) CONTRACTOR TO FIELD VERIFY SD LOCAION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. AREA DRAIN O RIM - 25.48 6'IE-22.98(S) 6' X 8' WVE CONNECTION EX. 8' IE - 22.70 (E LY) ONEW 6' IE - 22.87 (N) CONTRACTOR TO FIELD VERIFY SD LOCA110N/ELEVA110N AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. CHAN DOWNSPOUTS TO CONVEY CANOPY © DRAINAGE INTO LANDSCAPE. REFER TO ARCHITECTURAL PLANS FOR DETAILS. SPLASH BL00(S TO BE USED AT O DOWNSPOUT LOCATIONS IN PLANTER PER DETAIL 3. SHEET C-2.1 STORM PIPE SCHEDULE PIPE • DIAMETER LENGTH (FT) SLOPE 0 6' D.I. 18 1.0Z 0 6' D.I. 8 15.7R O 8' D.I. 3 22.3% RECEIVED me 28 2019 Community Development Zit f-.01/r JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 96104 1206.324.4900 W W W.UCRBONNAN.0041 NAVIX SITE I CIVIL MIS ...1.1. 1as.4 16f1 r is 1046]. r.A at MN wsiir-me i 9 9 a 08/22/7019 PROECT NO.: PROJECT TOR: ORAWR BY: CQEGIED BY: 60529=1 JLO JKLYRAI JET GRADING AND DRAINAGE PLAN C-2.0 al0011o1111111 006e1TCROU ra • m GRADING NOTES (NAV1x) 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT. UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTIUTIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H: IV OR STEEPER. CONTRACTOR SHALL STAEAUZE DISTURBED AREAS IN ACCORDANCE WITH LOCAL SPECIFICATIONS 4. AU. UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABIUZATION FABRIC TO ALL SLOPES 3H:IV CR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS 15 OBTAINED. (SEE LANDSCAPE PLANS) 5. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE GEOTEOINICAL REPORT AND APPLICABLE LOCAL REGULATION. ALL CUT AND F1LL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR AU. NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 7. ALL POLLUTANTS OTHER THAN SEDIMENT ON-STE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO AU. TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL PERMIT FOR STORNWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN TIE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SHE- 9. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 10. CONTRACTOR TO REMOVE UNSLRTABLE SOILS LOCATED WITHIN THE BUILDINGS SLAY UNE OF THE FOOTINGS. 11. AU. LANDSCAPE AREAS SHALL BE GRADED TO ONE AND ONE HALF INCH (1.5') BELOW THE SIDEWALK FINISH GRADE AND TO TIE TOP OF CURB. SEE GRADING PLAN FOR ELEVATIONS 12. 13. CONTRACTOR SHALL ADJUST TOP OF MANHOLES AND GRATES TO FINISH GRADE AS REOUIRED. FINISH GRADE PLANS REFLECT POSITIVE DRAINAGE TO CATCH BASINS. CURB CUTS, RAIN STRAINER TYPE MANHOLE UDS, AREA DRAINS OR OTHER TYPES OF STORM WATER RECEIVING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE IN PARKING LOTS. HARDSCAPE AREAS. AND LANDSCAPING. NOTIFY ENGINEER OF ANY DISCREPANCIES. 14. ADA CROSSWAUES STALL BE 2% MAX CROSS SLOPE AND COMPLY WITH ALL ADA STANDARDS. CONTRACTOR TO NOTIFY ENGINEER IF FIELD CONDITIONS VARY. IF AS BUILT CONDITIONS ARE NOT COMPLIANT, REMOVE AND REPLACE NON-COMPUANT AREAS AT CONTRACTOR'S EXPENSE 15. ADA PARKING STALLS SHALL BE 2X MAX SLOPE IN ANY DIRECTION AND COMPLY WITH ALL ADA STANDARDS CONTRACTOR TO NOTIFY ENGINEER IF FIELD CONDITIONS VARY. IF AS BUILT CONDITIONS ARE NOT COMPUANT, REMOVE AND REPLACE NON-COMPUANT AREAS AT CONTRACTOR'S EXPENSE. 16. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 17. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. 45' BEND (SOH 40 PVC) 4'X 6' DOWNSPOUT WIRE SCREEN FOR ROOENTS SPLASH BLOCK DOWNSPOUT COLLECTOR TO SPLASH BLOCK DETAIL O N.T.S. _4411 1/F' RAISE 1/2' WIDE BORDER 1M1F187LlIIt Lirmal 3/4' SQUARES SPACED - 3/4' AS INDICATED - NT. 1/8' 15 CAST IRON RING & COVER 4' MIN. GRADE FIBRE JOINT PACKING PVC PPE � /4" 1� 1 I/2' CLASS 'G' ASPHALTI 2' F CLASS 'B' CEMENT CONC. COLLAR 45' (1/8') BEND CEMENT CONC. BEDDING IN SAME MANNER AS MAIN JOINTS CEMENT CONC. BEDDING STORM DRAINAGE CLEANOUT NTS O 8' SOIEDULE-" 40 PVC 45' BEND (SOH 40 PVC) 4'X 6' DOWNSPOUT WIRE SCREEN FOR RODENTS 12' MAXIMUM 4'0 SEE NOTE #2 WW0 WATER TIGHT CONNECTION 1X MINIMUM SLOPE 1�ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET. FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED MATH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON TIE BUILDING. STEWORIC CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE PINT OF THE RODENT SCREEN. NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1. 2) INTEGRATED DUCTILE IRON FRAME 6 GRATE TO MATOI BASIN OD. (3) VARIABLE INERT HEIGHTS AVAILABLE (AOCCIDBIG TO PIANSJTAKE OFF) MNNW PIPE BLNAL DEPTH PER PIPE MANUFACTURER RECOMAE/DATDN (C MIL GNl?•24'. 17MN.ON37) (4) VARIOUS TYPES Of BILLET 4 CURET ADAPTERS AVAILABLE: 4' -37 FOR CORRUGATED ROPE (ADS N42MAHCOR DUAL WALL ADSANNCCR SINGLE WALL), N-12 HP. PVC SEVER (EC SCR 35), PVC DNV (DC SCH 40). PVC C3C0.005, CORRUGATED 4 RIBBED PVC WATERTIGHT NORM (CORRUGATED ROPE SHOWN) I - 17-17 4EDFSTRW ORATES 4WLL BE OLCRLF101 PEA AM ASS ORDE TWOS. 2- 17-1P FRAMES 44LL E LIUCILE ROIL PER ASILAS.18 GUETO40OL US - DIVAN TOEMA =TOY KFACTII0 PLNALLOG TORAH S DETAARISERS ARE NEEDED FOR MOCMA M' DUE TO Melt0 RESTRCebe. SEE ORAIHGIG 1 NP. 1100 4 - ORANAOE COIMECTIGN STUB 1(NT TKMIESS SMALL Ci1RM TO ASTU 03112 FOR 00PRUCA110 HOPE IDS 12.1V4K.'OR DUAL MALLI W. M12 W.SC SEYERP'• 2E6 S - ADLRNRS CANE MOUNTED 0' TOMSO% TOETFAMNE IB/AM Amu ETWEFJI ADAPTERS SEE OIWMNGIIR TDIN11p01E 0 • It •N.PEDESTRIAN GRATES SHALL BEET 11,0101D M1NG 37 PEOESTRE4 GRATE 41AL1 Wit INOIOM MTNOHSEE OWING AIR/01N110.:44 FOR M20TRAFFICL230D0WEIM SI 1T-37 1T MN VADTN GUIDELINE 6. MN THCIDIESS OUDHINE (6) ME06AI OM TRAFFIC LOADS CONCRETE SLAB O41MBi90NS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAITNG INTO CONSIDERATOI LOCAL SCR. COFIOR10115.. TRAFFIC LOADING, IT OTHER APPLICABLE DESIGN FACTORS SEE DRAWING N0. /001-110.111 FOR ION TRAFFIC INSTALLATION. (3) VARIABLE SLAP DEPTH ACCCOONG TO PLANS (6'MH COI IT-N', 17 MK ON 37 BASED ON MANUFAC1U00G RED.) 6' FM ON37 THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OILER GRANULAR MATERIAL MEETING THE REOL11RDIENTS OF CLASS I 0R I MATERIAL AS DEFINED IN AST14 D2321. NEDOUIG BAOCFILL FOR SURFACE DRNNAGE P4ETS SHALL BE PLACED I COMPACTED UNFORMLY N ACCORDANCE WITH /STAR TYM1. NNS MIT 4SCIO6ES SU6IECT 1UTTFA M VAIN OWNS( VW NYLOPLAST NA6 PROPRIETARY R 341!. TIE FERMI OR POSSESS336 OF TINS PANT 00ES NOTCONFER. MATE 4.004) I telleA op UCENSE NE USE CC THE DESCLN G TECNNG4L MOIOYTUN SOVRI NEREN REPROOIJCTX. OF T14SRib CA ANY Nf010M1g1 COMA®HERM.064 04NAC1IRE OF ANY W1E 40311 ARTICLE MEREFIO. FOR INE 04SC 05URE TO OTHERS Fp®OE11. EXCEPT BY MO MT4ITTEN PERMS90N FACIE MACFSAST. wp•lwvn.n OM0111E A MATERIAL !VC OE1MS[DTIT 11C PROROTJIOALWE Nylolast 1/1104504 A AVE BEFORD. G LIEU PIO Mb/D1W !Al4TFI EIAHRI .n410M1A1.+.4RA MIA DRAM 6.4.1N IRA lEDESTN4NGATE MICK SRC INSTALLATION ORAL SCARE tw SHEET 10F 1 CMG NCI TNN11/1D REV C AREA DRAM DOWNSPOUT COLLECTOR DETAIL O T.S. RIGID PIPE /MRORADE CLEVATON PIPE ELMO PPE AS SPECOIED a R.4N01 SPECS (0.I., CONC.) i FLEXIBLE PIPE A4 a.. 04•M11 (CPEP CHP. PVC) Dw NOTES: 1. IN PAVED AREAS AND RIGHTS -OF -WAY, BACKFILL WITH K' MINUS CRUSHED ROC( TOP COURSE. COMPACTED IN MAXIMUM 6' UFTS, TO 00 % MODIFIED PROCTOR PER ASTM D-1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12' UFTS TO 00%PER ASTM D-1557. 3. NATIVE BAC(FILL MATERIAL AT UNPAVED AREAS SMALL NOT HAVE PARTICLE SITE GREATER THAN 1- WITHIN S OF THE PIPE EXTERIOR. 4. COMPACT PIPE 91' CRUSHED ROCK BEDDING TO 00II HOOFED PROCTOR PER ASTM D-1557. City of Tukwila TRENCH BEDDING AND BACKFILL DS-14A E4va w: 08.03 Awl-vAA B.SHELTON JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 08104 t 206.324.4110 VNAVJMJO9ONMAN.COM rki NAVIX SITE I CIVIL 11a1..114. t421.13.1•01 AAA 10 @MSS W.T_A.Abes4_ ECEIVED MAR 28 2019 Community :'I: velopment a�2 Ll 2 9 9 i m 0 i 0 a PROJECT NO.: 60678000 PROJECT MDR.: JKG DRAWN BY: JKOARJH CNECXED BY: !fl GRADING AND DRAINAGE NOTES AND DETAILS N.T.S. G/8'- 0//p C-2.1 YCKNON MAN •RCITCLT41R P1 R HEY w n W • • • IRRIGATION SERVICE SEE IRRIGATION PLANS BY OTHERS FOR ADDITIONAL INFORMATION. 14 LF 2' POLY DOMESTIC WATER SERVICE 2' DOMESTIC WATER SERVICE ENTRY. SEE MEP PLANS FOR CONTINUATION EXISTING FlRE HYDRANT so4-LF-2-P_0LV,_DCNE5IIC _WVER SERVICE NEW 2' DOMESTIC WATER METER W W *LIONS w _ S3 ONS 00EL'�975XL-RPP.A.{1Xt APPROVEPIWAL) SAFE-T-COVER 100EL 200S-AL HOTBOX (OR APPROVED'EQUAL)- ANCHORED TO A 21' X 50' 4-NCH THICK CONCRETE PAD 4 Vra GENERAL UTILITY NOTES (NAVIX) ADJUST EXISTING SSCO TO GRADE ' EXISTING FlRE HYDRANT ASSEMBLY TO BE REMOVED AND RELOCATED. INSTALL RELOCATED FIRE HYDRANT PER CITY OF TUKWIU STANDARD DETAIL WS-13. PROPOSED PAD FOR GENERATOR • (GENERATOR BY MEP) PROPOSED POWER FOR GENERATOR (BY MEP) 10' ELECTRIC I16 ESMT. REC. NO. 7610120665 CONTRACTOR TO VERIFY WATER UNE LOCATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR TO CONFIRM LOCATION OF EXISTING SIDE SEWER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES BLOCKING w „ADJUST . EwsTINc POWER o rE aM "- VAULT UD TO-GRADT:-AND;REPLACE-WITHss- • 1 _ 1RAFFlC RATED UD. CONTRACTOR TO -t \�m +�-._ , - _ __ COORDINATE WITH UTIUTY ' A EN Ma aft/ ,/,‘AX, `�_, �p � - _ _ - • �, oR -TO caNSTRLNcnaN.- ADJUST EXISTING SSCO TO GRADE w 3 LF 2' POLY DOMESTIC WATER §FRINGE - -W - 1. AU. IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND THE AMERICAN PUBLIC WORKS ASSOOATKXJ (A.P.W.A.) STANDARD SPECIFICATIONS 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING COND111ONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE UNITED TOPOGRAPHY SURVEY FOR LAMS MARKET PREPARED BY AXIS SURVEY & MAPPING. DATED DECEiBER 10, 201& THE CONTRACTOR IS RESPONSIBLE FCC VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SNTEWCRK IMPROVEMENTS IF CONFUCTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SIIEWORX *NCH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY. INCLUDING TOPORAPHY AS SHOWN OR THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT MIS OWN EXPENSE. A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CC NTRACTO. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING M URES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTIUDES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE UTIUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION O' UTUTES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTIUTIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO AROIITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTUTY ENTRANCE LOCATIONS. 5. AU. FILL MATERIAL SHALL BE N PLACE. AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTIUTIES 6. CONTRACTOR SHALL NOTIFY THE UTIUTY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING UNE 7. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 8. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR *EN CROSSING 18' VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 9. IN NE EVENT OF A VERTICAL CONFUCT BETWEEN WATERLINES, SANITARY UNES, STORM UNES AND GAS UNE (EXISTING AND PROPOSED). ME SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERUNE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM O' 18' CLEARANCE. MEETING REQURE11E1TS O' ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 52). 10. UNES UNDERGROUND SHALL BE INSTALLED. INSPECTED AND APPROVED BEFORE BACKFLUNG. 11. CONTRACTOR IS RESPONSIBLE FOR COIWLY1NG WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WIN REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER UNES. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTIWTY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION Q SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQIRETMENTS AND SPECIFICATIONS. w 1--T2=X6-.1EEt,(MJ) 1 - 8' GATE VALVE (MJ) THRUST WATER NOTES (NMIX) MINKLER BLVD. w s5-- WSS`- 30' ROAD & 10 UTILITY ESMT. REC. NO. 6050874 so -+w ss- • 7SD 1. AU. CONSTRUCTIDN/INSTALLATION OF WATER MANS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISOR BY UTIUTY PROVIDER FORCES AT ALL TIMES. AU. SAFETY REQUREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON PIPE MEETING LOCAL REQUIREMENTS POLYETHYLENE WRAP IS REQUIRED ON ALL METALS 6-INCH FIRE HYDRANT LATERALS TO BE CLASS 52 DUCTILE IRON PIPE. 3. AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS CN A MAIN UNE. 4. CLASS 52 DUCTILE IRON MAY BE DIRECT TAPPED FOR 3/4 NCH AND 1-INCH SIZE SERVICES Will FS SHALL BE USED ON AU. TAPS 1-1/4' - 2' DIAMETER IN ANY PUBUC INN. 5. AU. ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS 6. AU. NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED. AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTIUTY PROVIDER AND GOVERNMENTAL AGENCIES YAM JURISDIC110N. 7. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BAO(FLOW PREVENTCRS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTIUTY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. & ALL NEW CONNECTIONS TO EXISTING WATER MANS REQUIRE ISSUANCE OF A PUBUC WORKS PERMIT AND INSPECTION BY THE OTY OR GOVERNMENTAL AGENCIES WIN JURISDICTION PRIOR TO BACKFILUNG. 9. BACKROW PREVEN110N DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 10. AS PART OF THE BASE BID, THE CONTRACTOR SHALL INCLUDE VERTICAL BENDS AND THRUST BLOCKS. AS NECESSARY. TO ACCOMMOOATE PROPOSED U1UTY CROSSINGS. 11. ALL GATE VALVES THAT ARE LOCATED N LANDSCAPE AREAS SHALL HAVE CONCRETE COLLAR. 12. WATER MAIN LENGTHS SHOWN ON PLANS ARE PLAN VIEW LENGTHS AND BASED ON ASSUMED FITTING DIMENSIONS. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL DIMENSIONS IMO J \,~ EXISTING FRE HYDRANT SS-- LEGEND Z J 36.05' R 11 R/W I 7 7 30' RAILROAD R/W ESMT, 11 UTILITY NOTES (CITY cc TUKWILA) rtJ 0 10 20 40 SCALE: 1 Ent -20 R. WATER PIPE WATER METER 'S' FIRE HYDRANT h• 0 REDUCED PRESSURE PRINCIPLE ASSEMBLY WITH HOTBOX HORIZONTAL BEND WITH THRUST BLOCKING 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISH?, REQUIREMENTS 2. POWER. CABLE. FIBER OPTICS, AND TELEPHONE UNES SHALL BE IN A TRENCH NTH A &MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIUTIES. 3. ADJUST AU. MANHOLES, CATCH BASINS. AND VALVES IN PUBUC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING L/r--aie R CEtV D MAR 282019 Community Development �J1 JACKSON I MAIN ARCHITECTURE S1I FIRST AVENUE SOUTH SEATTLE. WA 08104 t T'AB.a 4A800 V WWJACKBO.OIAN.COM �J NAVIX SITE I CMl Milt4211,69/1101 WY 40 lofty_.� _e i 9 i a PROJECT NO: 6062/008 PROJECT MOH: JKO DRAW II BY: .1KCYRJH CHECK® BY: .ET UTILITY PLAN C-3.0 amOil Kw wK,mniw PAL • WY B:\Washington\Tukwila\Jockson Aloin\lam Seofood\2Drowings\LSTU_130U.dwg Mar 22, 2019 — OM A 1 B 1 1 �r�� l�� ��ill )`l L • C D DIMENSIONS METER SizE 1.1? r DYlrrol(n A' 13,25- 17.25' DYnenabn B - RNA Height IT, 15-, 18', 21'. 21', 2T 12', 15', 1B-,21', 21',2T DYMamlvl C - NoNnal pipe dm of inlet eM cadet 1-1? 2' DYnensl n DI 21.50" 28.83' NOTES: 1. COMPOUND METER SUPPLIED AND SET BY THE CITY. 2' SINGLE REGISTER METER REQUIRES °PRE -APPROVAL. 1. METER BOX SUPPLIED BY PERMTTEE. 3. METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO BACKFILL. 4. REFER TO CHAPTER 7 OF THE STANDARDS. 'CONTACT PUBLIC WORKS OPERATIONS FOR PREFERRED SPACING. wrmAuu ♦7 City of �v l ``'' Tukwila METER 1.17' AND r SETTER W9a2 ASLSSIOMR: w.o3 I weenie. a.w AN.... B. SHELTON CAPPED CROSS 9C BEARD THRUST BLOCKING SIZE ~PE D1 MI In 811 In1 4' 4 2 1 1 6' 10 5 3 1 8' 18 10 5 2 10' 28 15 8 4 IT40 n 11 8 •8 11' 55 30 15 18' 71 39 20 10_ 18' 90 49 25 13 20' 111 60 31 15 22' 135 73 37 19 21' 160 61 44 n 28' 218 118 60 30 30- 251 138 88 35 38' 381 195 100 50 IT 491 280 135 68 48' 641 347 177 89 MOLL 1. MARRS AREA OF CONCRETE THAUS1ILO(%RATED DM 1550 PM PRESSURE NO OAR SR. REARM LOAD OF 0:00P'BI03 PEA OOUA E FOCr. L ADMeT REARMS AREA FOR OTER PPE CMS. PRESSURES NO OCR COOTTONS. L CONCRETE ROORNO Real. E CAST M RILE NO HAVE IOYN AREA Of 1M 00AF FOOT MARRO F RST ME oORMA0T0R SMALL ORM& .0WC ARCUATE TO VA S MSTNID FILL TEN PREOWE AS WELL AS TO OOMTn.ONLYR1nHS1AMO (NEURON PRES:R WE UNDER ALI OCOfOO a SERUM S MEIOR OF THRUST aL01 MUST E EOM TO CO MESS THAN TO TE CEVRN FROM THE 000.0E SURFACE 10 IRE 400(S SASE. • USE OALV REED OR ASRALTOGTEDSNEEL TREADED RODS ARO NNE CLAWS. 1. REFER TO CHAPTER 1 OF TESE STMOAR S. A TEE W/ PUJG lS' BEND E 11.1M' BEND A TEE W/0 PLUG D p-1? BEND NOT TO KALE City of Tukwila BLOCKING (HORIZONTAL) CONCRETE O ar: WS-12A 1 OF 2 e nema et 06.03 AInwM: B. SHELTON O PAINTED HIGH TENSILE D.I. SERVICE SADDLE WITH DOUBLE STRAP, AW WA I.P. THREAD TAP. ROMAC 202S OR EQUAL SIZE AS REOUIRED. ) CORPORATION STOP. AWWA I.P. INLET BY MALE IRON PIPE THREAD OUTLET. MUELLER BALL NO. B-2969 CR EQUAL AS NEEDED. © COUPLING MALE IRON PIPE THREAD BY MUELLER 110 FITTING, MUELLER NO. H-15451 OR EQUAL_ © COPPER TUBING. TYPE K OR HIGH MOLECULAR DENSITY POLYETHYLENE © TRACING TAPE FOR POLYETHYLENE POPE. NOTES: 1. SERVICE LINE SHALL BE PERPENDICULAR TO THE WATERMAN UNLESS OTHERWISE APPROVED BY TIE ENGINEER. 2. BYPASS WILL BE LOCKED OFF BY CONSTRUCTION INSPECTOR WHEN METER SPREADER IS INSTALLED. 3. METER WILL BE SUPPLIED AND INSTALLED BY THE CITY OF TUKWILA. 4. SETTER SHALL BE POSITIONED TO CENTER RIGID SPREADER UNDER INSPECTION LID AND PROVIDE ADEQUATE CLEARANCE BETWEEN BYPASS AND BOX WALL FOR OPERATING AND LOCKING BYPASS VALVE. NOT TO.... City of Tukwila SERVICE 1.1?' B r DOMEBTIc OR M: WS-03 Annum R: 08.03 AF.Aa 01 B. SHELTON 4.1 -- >• R R R S B t - { A g qq DD ----- 9 R R S F 3 as go G 5 41 R t 5 s `1 .' B R 11 .$ s 3 F -- A ;ill A F i s II i a 1 M' "-- V R R R I S C C 9 R S 11i g DSO c- 5- :1t?i-Ratli11E- �" s a R 8! M s s 11 S rt -$ Y '� R rA B � g c; 3- 2.e A I sr. S 8 A$ i t0 A 0 i 44i c 9 I x f R , G s! s 7, v c. F Y 1q >R x 8 6 8;;I 9:; i F. i i 1 h EEEEMEEEE-EEEEEE rt T 9 -. n n n n n R b n i C 5 A R l! B F M? e 1 Eli C g•-- 7 7 0. R R X R R K Y I City of Tukwila BLOCKING CONCRETE naT: WS-12A 2OF2 Rom= el 03.03 AIMwIAL: B. SHELTON ECCOLLE OAR ono &VTrO RI-al,R.[Icn MACE � COL OLCTLE ���r. PIv,Ra ooL KIEI: 1. RTEA 10 CHAPTER CO TEE STARG1De L ITDR0MR [OWL TO LEELEA WOOL OOM IE0ILL1014'FMR M a N - a w-1waRm MX LAM MOM. rR-LAWT ,IQR-R LYLE CENT /CO ME MIAllll ulA Eta ILLIM re Wall uOAIAEN as L NYCIIMIO MAL [E EOUMED R1IR T101-VS INS.T. HOSE PORTS ROOM r SROM E RAPER OOLARMX PORNO SHALL HAW A 1.I10IEMAOM Ord LIFT OPERATING TUT. WOINMS SM41 NAVE AI M1 ROTTEN COAL EL10N APO am. RAN VALVE OPELEMEL EEC MILE MOVE Ir ANNE COME LEVEL TO TIE °Ewen R IMF MIME MICHAROE KRT. .. MYOEAIRSONL ORM. TO ARIA SRCFEATIC0CEOM. MMU REODI0IEJaOII TYPE MOON&MINI A TMO[E= MEMO RAIDS IIWM RENCO MARE AT OE MOM ae OR My MAIL MK A NIRO.AO DWI SPRTLRM FACTOR RIAD MURATORI MEMO AIRIOAAIELI EOAIOA OF OL Oa WEAMVOR MALL eEWDF T ED M TOOK ADO*EI! UARC TOI OITFAMI DP IRE TIE HYDRANT ETAAATFD. TEVRR STEM Mall. MAW a MASI WEER. [..ACRE R00a &MN. E AaRalaCOA110 STIR OR COMA arEal. a. OTT avoRANTSKRET AND MR CAM SMARM! FAMES, OR M[AY RIR SAFETY RR wen.. IRAs E TAMER CAE WILW SAFETY FIYL 1. RARe MICIAMIS MALL aE PANTED RIM TIYO COATS OF FAIRERCAE 1ELOW V a.MRL a. LNEE NO OURS AFp 011REA0 F014.3*EO. FIE ROANRMALL EIDGT[D CLOE TO TE ROERM1 LOC NO 0.140E THE One OF RAY !MOMENT. P*TMJ. PRAM MARI Mar RR RRIA. a. WORMS, POTALLEO. RELOCATED OA OTEIMYE ROWEO LION AS A RESAT OF APROICT M41 Se FRREiMY ARMED. 10. MNLMT OWL lame moult TLAN.' TOM"' RED OBJECT. EMI ME a0RON OF NYOAAM WAR, WITS. PER MC M CAS. NOT 10•Maa City of Tukwila FIRE HYDRANT ASSEMBLY AND SETTING afar: WS-13 ADVMR: 08.03 I LA TRUMOe 04.03 ARRMAL BOB GIBERSON, CITY ENONEER PAVEMENT PAT001O (SEE A84) BEOONO NOTE: TOP OF TRENCH 1.3 L OEPT9 MAX WPM) IT UM. CA. LEN ra MAIL 1. ALL BACKFILL SHALL BE 516' CRUSHED ROCK COMPACTED T090% MODIFIED PROCTOR OPTIMUM DENSITY. 2. REFER TO RS-03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFIU. WITH CRUSHED ROCK 4. UNPAVED AREAS: BACKFILL WITH RATTVE MATERIAL OR CRUSHED ROCK SCR I WAX City of Tukwila TRENCH BEDDING AND BACKFILL MEar: W13-18 EMSOA R: 08.03 I LAR RIIVEOe 04.08 AIrADVAL BOB GIBERSON, CRY ENGINEER /LBSEMBLY NOTES: r SWANS OPERATa*MLRR :n TOTAL UEMOM OERATING 1A11-1.1MCDE11 1• SOLO ZETA. 11ro01 STET SPEW KIT our SOWWE PC IEAru0ENT tor RN MOM= DETAIL 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE. 2. ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 3. ALL EXTENSIONS ARE TO BE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT. NO FIELD -FABRICATED EXTENSIONS. 4. VALVE BOX COVER SHALL BE LABELED -WATER". City of Tukwila WATER MAIN Oats: VALVE BOX (OPERATING NUT EXTENSION) WSOB EYEM n: 08.03 MIRD0AL & SHELTON >r OEMWILE •Tol .1•ECEOLv1 AOCOEE ELEVATION VIEW NOTES, 1. USE FOR TAPS ON CEMENT UNED DUCTILE PIPE. 2. PRE -TEST ASSEMBLY BEFORE DRILLNO. 3. REFER TO CHAPTER 7 OF THESE STANDARDS. 4. REFER TO WS-13 6 WS11. MIT NIKE. City of Tukwila WATER MAIN TAPPING TEE Mm: WS-10 RitsasalFI: 03.03 I LAR Amex 07.08 ...LC BOB GIBERSON, CITY ENGINEER • �11 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE BOUT/1 SEATTLE. WA08104 t 206.324.4800 W W W.JACKSONMAN.COM NAVIX STEI C(VIL 11736 so. OA NMM a<11.1&E01 .r130 E40.B.S= AOw,A.Raa0D1 ,was t ECEIVED MAR 28 2019 Community :Development a p1 0 0 a i a 35/22/2470 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 60628008 IRO J ORJH JET UTILITY NOTES AND DETAILS C-3.1 £A0030NITAM A00R ECTME IA SaRa RY 23.34 16' CONC IE 17.79 S 16' CONC E 17.42 N 00A RBI 2339 12' PVC E 1659E 12' PVC E 1e.56 ■ H SCHEDULE 9 SPECIAL E ITEPI1ONS RN 24.50 ....•F11 r DI E 2265 • r PVC E lies 5 PPE HAS TURN DON E 1219 E•V (COMER arrow 50 Lair' PONO0 JBIC110N BOX p PMIER VAULT STREIT UM POWER TRANSFORM • CABLE TV REZA • CROSSWALK POST 9,40E BUTTON 005 QEANDO O &EUTARY SEVER MANHOLE O CATCH BASTE ® STORM DRAIN MAI910E ( CULVERT CL ORE 00M1M NT COOCCTOR PRE TENANT NCV WOCAIION CONTROL VALVE ® WATER METER Hd WATER VALVE O 0A5 METER m GAS VALVE • BOLLARD O SET 801061MK ® 'CUED MONUMENT M CASE YID COOLS YELLOW BUTTONS Oppppp oRl RETAMID WAIL. E1051N0 RETAMIO NAIL CONL7ETE PANIC ASPHALT PAWIO BUXDN0.1 O12'C1' CHERRY 1211 MAPLE P POWER UE T T0E001MlN0111015 UIE C CABLE UE • WATER LINE w WATER UM PER RECORD O OHS LIE a a MAIN RIM RICE LIE (cum) 59 SA/IITMY SEEN UK SD STORM DEAN UE SD STORM GRAM LIE PER RECORD Ira E 17.84S 54' E 10.96 (ow (COMER CHANNEL) SYTN 2222 RIM 2151 24' a E 12.91 N RIVER ROCK S IPP I EI S9M 2223 RN 23.e5 1r c 1273 5 frE1246[ 10' ELECTRIC ENT. KC. No@ 7610120665 15' UMW ENT. REC. N0. 7207175017 2 ' atom [SMT. REC 120. 641120314111 EASOEL/TS AND LEGAL 00 1ON ARE BASED ON TIE ALTA COOR1ME71T BY FIRST AMO1CAN 1111E N9NA CE 00.PANY, ORDER NO. NOS-90620FWAI. DATED MAY 3, 2014 AT 7:30 AM 1 PERTAINS TO REAL ESTATE DOSE TAX 2 5078115 TO COEVAL TAXES 3 PORTERS TO GDERAL TAXES 4 PENTADS TO DOOIAL TAXES 5 PERTAINS TO GENERAL TAXES 6 PERTANS 10 CITY ILEA. 7 PERTNNS TO CITY IOC e PERTNNS TO COY UDC 9 PERTAINS 10 OTY IOC 10 91BECT TO EASEMENT. NOLIONO TONS MD PNOV1SIOS O01TNNm WREN REGARDING ROAD MID UTELIES PER REC, NO. 0050874.--SN01N- 11 9..E07 TO RESTRICTIONS. COMMITS. O=ICA0045. NOES. EAS0EEN1S AND PROEMS, P ANY, AS CONTA TED AND/ON DEIREAI= ON 11E PACE 0P TIE PLAT OF UPLANDS 111(19U N0U51RIAL PARK RECORD= N VDLUYE 104, PACE 6, N KNO COUNTY, •ASNNDTONC--CSIIS 6Nor1-- 12 91&ECT TO EASET EN15 MIMED TERM PER REC. N0. RN 25.24 4' PVC IE 21.66 r PVC E 21.54W 6' PVC IE 21.49 E KA 2437 IT a E 2237$ PPE HAS DON RIM RN 24.30 12' CONC E 20.06N CB 2210 RN 24.03 4' PVC E 21.40 S r9E 21.22E CO NOT DN1ER E 1T3 r PVC E 10.02N lr c 1032 PK (CDITLR 0AKNEL) SI N 4OSK 30' 11MO1 PA01C RAOROAD EA41E1117 POT SOUTH COZIER SQUARE BIO910 STE PLAT 220000023001101 NOT AT, SPIN EASEMENT OILY 0YAS A ROT6161TI0) TPII.2023049110 -95 rev tr. 5124.47 MN WM CO./WATER SEPARATCESS 7206X0403--0000NDITS NOT PROMO KR [SETS 13 MULCT TO EASEMENT. IMMO TERMS AM) PROTECTS CONTRACT NEON REGARDNG UTILITIES KR REC. NO EAS3E1113 PER REC. NO. 7210203584 NC 16 SUBJECT TO EMINENT. NCUKW4G TERMS MO PROMSONS REC. NO rsimoses-940111*-- 19 SUBECT TO RESTRICTIONS. CONDEMNS, DEDICATIONS, NOTES, DESCRIPTION OF REVISION DATE BY UPDATE EASEMENTS REVISED STORM DRAIN FACILITIES 63 20 22 23 24 RN 24.46 RESERVED POCONO SEE ABOVE PPP LIMITED TOPOGRAPHIC SURVEY PIPE HAS DOWN 11,11 TIN NIE COMER OF ICC NE RR TRAOCS (PARTIALLY LOOM CONCRETE TLT-UP BOLDING BKE RACK RESERVED PARKNG BULLING COLIN (TIP) NOTES fa, 10' ELECTRIC RN 23123 CB 1610 RN 2307 WIC 2023041079 1' CONTOURS NTERVAL DERIVED FROM DIRECT FELD CESERVAION. TM SURVEY KITS WITED STARS NATIONAL MN, ACCURACY SEAWARDS FOR VERTICAL ACCURACY Cf ONE HALF EC CCNTOUR MERVAL OF UTIUTILS (PANT NARKS SAW OUTS N PORTENT. ONERS. UOS ETC). OF COSTING mines moat TO CONSTRUCTON. TIC KOKOMO' DEPICTED ON MS MOP RENCSENTS TIE RESULTS PITMARY CCNTROL POINTS AND ACCUSTOM TCHLIMENT POSITIONS WERE FEID MEASURED UTILIZING GLOBAL POSIEONNG SYSTEM (CPS) SUIVEY ELECTRCNIC 1201 IDEAL STATIONS FOR ME KASUKIENT OF BON ANCAES Ape DISTANCES. MS SURVEY TUTS OR MEEK STATCARDS SET BY TEMPORARY BDICHMARICS 4211511 'A' SCUTHEASTERLY DO OF TOKORAPHC MAPPING. MENTOR 27.83' SET TAG NAL W/ATS CCNTROL WANE" IN PARING LOT J.. EAST OF MN DO OF KANNER ISLAS° FRONT OF PARTY OTY. COJECATED ON TIC FACE Cf DE PLAT CF UPLAND INDE CO▪ NDONED' PLATS, PAGE 73. N COUNTY. WAST4W3T011.--NO NEW MATS -- SUBJECT TO TERMS. PROMONS. REQUMENTS K▪ W MOOED CR AS IT MAY HEREAFTER BE MIDECD.--110 SUBJECT 10 ANY ASSESSMENT ON CR IMEAFTER COED OM TIE PROVISIONS OF TIE COSOCIANIUM KCLARATION OF LRAM DRIVE BUSINESS PM OVNORS ASSCCIATICN, CR ANY AMENENDITS) TERM. OR UNDER TE BY-LAK ADOPTED PURSUANT TO SND CMARATTON NONE OUE AND PAYABLE. --NO MATS-- ENTELED 'DOOM SE IMPROKTDIT KIT rat UPLAND M• OANED MUM MAROC UNDERGROUND MECTIOC PER KC. NO. 6$1120C4188.--907111-- SUBJECT TO (MOCK INCLUDNO TERMS MO PROASIONS RN 2511 IN 2337 tr PVC 1171 NE NM CROP IC 13.96 RE 23.10 SON ON RN 2370 TOP 24' STAID PPE 20.20 WATER 17.8 RN ma ENABLE TO MEASURE OLE TO LOW STRUCTURE 'moo lo:siRcir.s REC 72102035154 CB 2513 ACCESS iv, _..... / 4r-TIN A42 Scr X ON MP.ALIESLEIRLY BOLT PARCEL A-- BETRIEDI CITY or TUKWILA. A EASEMENT MUNICIPAL 27 PERTAINS TO LEASE MOANED DI NE COONIENT ENTITLED 'DECLARATION OF RECIPROCAL ACCESS AND PARKING EASETENT AGREE:TENT 30 KRTANS TO LEASE 31 POITANS TO LEASE 32 SUBECT TO EASEMDIT AS DEINEATED ON ME FACE OF TIC 60' Arlfi RN 25.24 33 35 36 37 39 40 41 RN 26.12 STING IT CI II 2191 S TT DI E 17.79 N RN 24.25 10/6 COUNTY, WAMICTON.--110 MAT SHOWN -- SULKY TO MOM. INCLUDIO3 TERMS AND PROVISICARI COMM IKON MCKIM GIS Is ELECTRIC PIN REC. NO. 20310216000203. --AS COOTTOCTED-- PERTAINS TO LEAK P ERTANS TO LEAK PERTANS TO LEASE SLIBECT TO EMINENT. MIAOW TERMS MO PROVISOES CONTAINED DEM REGMENG GAS POT REG NO PDITANS TO LEASE MEANS TO LEASE SUBECT TO TEE FOLLOWN) MATTERS 06CLOSED BY AN WTI A LAST ROTTED OAR OF MOCKER 3 2013 [COGITATED JOB NO. 27308 SM• UTS BUILDING LIES A MACON DISTANCE OF 126 FEET GATE CH TIN IN 24.53 RN 24.39 CPP MN VI RALROAD SD-1 (CCNSE ZZ ITTY CB TO25 CB 11124 RN 25.8B RECEIVE COCK SELITIC SWAM 312 TRACKS Community Development c) SUBJECTS SUMO UES A MANCE DISTANCE OF 0.0 FEET REOCCUR EASDENT/RECPROCAL EASEMENT of) SUBJECTS BUILLING APPEARS lb LC COMETELY ACROSS 42 RATANS TO MED OF TRUST. 44 KREMS TO LEASE CONTANED MERIN IMARONG GAS PER REC. NO. 48 KRIM TO LEASE. 47 PERTAINS TO LEASE. 41I PECANS TO MSC 49 PERTAINS TO LEN. 50 KCMG TO UDC SE 1/4, SW 1/4, 111111 MI 30 15 0 30 BASIS OF BEARINGS 60 CENTERLNE OF SOUTIONTER PARKWAY PER RECORD Cf mom BY CHAINED & VAMPS LAND SUNEING RECORDNO NUMBER N05121033. HORIZONTAL DATUM VERTICAL DARN NATO '88 PER CITY CIF MIRA PONT I*1 F-14, 3' BRASS CISC MARKED 'SURVEY moor AS FOUND N THE BACK OF MAU( LEGAL DESCRIPTOR PARCEL A: MAT PORTION OF ME SOUPEAST QUARTER OF DIE SOJTMEST QUARTER. AND OF DE SCUT/TEST QUARTER OF THE SCUMEAST OUARTER CF SECTIO1 NORTHIEST QUARTER OF SEC1101 35. MIMIC 23 NORM RANGE 4 EAST, MOWS KONANO AT THE NORMA:ST ONNER OF DIE NORT1FJST QUARTER OF MICE SOLITE 67140WEAST ALONG ME NORM UTE CV SAID NORTHEAST QUARTER A DISTANCE OF 14t1115 FM TO ME TRUE PONT or 'MOON THDCE sou. 022412MEST PARAUEL TO NE WEST UPC OF SAID MI SCUM 430 FEET OF TIE KEENEST QUARTER OF THE NORMEAST QUARTER Cf SAD SOON 33 140.16 FEET TO THE EAST LAE OF THE NOTINEAST QUARTER OF THE MEASURED AT RIGHT ANGLES. IKE THE EASTERLY MARaN OF TIE MESS DDRONERS COUNTY ROAD NO 073 TORDEASTERLY. TEAMED AT MET ANGLES MN SNP EASTERLY MARGIN MIME NORM 11393WVEST ALONG A CNC 6 FEET COTANT NOWT A CURVE 10 TIC RIGHT HOMO A RADIUS OF 919.37 FUT. AN ARC DISTAKE OF 210.70 FEET THROWN A CENTRAL ANGLE CF 130806! MINCE NORM 0113635RAST ALONG SAC UNE 8 nxT DISTANT SOITHEAST QUARTER OF DE SOUTNEST QUARTER OF SAO SKIM 26; THENCE SOLTH 67'555WEAST ALCNG SAP) NORM LNE A DISTANCE CF SOUTHEAST QUARTER CF MC SECTION 26( MIME SOUTH 625502RAST ALONG ME TOTH UIC CF SMD SOUTHWEST TEM( SOWN 011225.11137 PARALLEL TO IIE TEST UNE CF SAID SOUTHWEST QUARTET OF THE SOUTHEAST QUARTER A DISTAICE OF 1316.77 MT TO TIC MK PONT OF BECONNO INCEPT TIE NORTH 2 FEET OF DIAT PORTICN OF THE SOUNEAST QUARTER OF TE SO/MEW QUARTER MO OF TIC SOUTMEST CUARTIR OF Mt KENNING AT THE TORTITEST CORNER CF ME 91111111CST QUARTER OF TIC SCUTICAST QUARTER CV SAD =TON 26: QUARTER OF' TIE SCUTICAST QUARTER. A =TAM OF 140.16 MT; THENCE SOUDI 011215MEST PARALLEL TO NE RUT UNE Cf SW) EASTERLY wear OF MCS5 BRONCO COUNTY ROAD WADER 973 PORTMSTERLY. MEASURE:0 AT RIGHT ANGLES FROM SAO EASTERLY MEASURED AT RIGHT MOLES. mom SAC EASTERLY MARC% ALDO A CURVE TO DE RIGHT NAVOIC A RADIUS CF 919.37 nu NI ARC MTN= OF 210.73 FEET MOM A CENTRAL ANGLE OF 131380BI NORDEASTERLY. MEASURED AT MIT AMES FROM SA10 EASTERLY TAROK A MINCE OF 215.11 TD TIE KEN U/C OF ME MICE SOON 873353RAST ALENO SAS) LOC A DISTANCE OF 62520 RET TO TIC TEST UPC N DC SCUTOIEST QUARTER OF NE SOUDEAST QUARTER CO' MON 26 AND DE TRUE PONT OF KMIEC A.ND TWAT KOMI OF DE SCUTEAST OUNCE* OF ME SOUTHWEST QUARTER OE ME AFORE:DESCRIBED PARCEL LINO SOUTH OF THE NORDI A CURVE HATING A RADIUS OF 35.00 FUT AOC 1.4104 IS TANGENT TO ME SOUTH LEE OF NE SAID ECM 200 FEET PAD ALSO TEEM TO A TUE CITY OF 'LINA FOR INKLER BOULEVAX) BY WARRANTY DEED RECORDED PARCEL & OCONING AT MI PORTNEST GORIER OF LOT 4. UPLAINS TUKWILA LOT TO ME SOUTMEST CORNER OF SAC LOT; LOT TO A PONT ON A CURVE THE RADIUS PONT OF WITH KARS SOUTH MINX NORDEASTERLY, ALONG ME ARC CF A CURIE CONCAVE 10 ME SOUTHEAST HAVING A RADIUS OF 410118 FUT, MOAN A CENTRAL MOLE or 100325'. MO AN ARC LENGTH OF 7218 FUT; MICE NORTH 211KORAST, 1449 FUT M A PONT or CURVATURE; MCC NORTNEASTERLY ALONG MC ARC OF A CURVE TO THE RIGHT NEXITIXAND AN MC LENGTH OF 67.22 FEET; NINO NORTH 2W26/16.[AST. 41.23 FEET TO A PONT OF' CURVATURE NOCE NORTICASTERLY. ALONG THE ARC OF A COM 10 THE OM, HATING A RADIUS OF 410.66 FEET. TWICE A CENTRAL NEU Cf 54195WAND AN ARC IJEKTN OF M.63 MT; MINX /MTN EAST. 29.92 TO A PONT ON DE NORM UNE OF TRUE KITT OF KOMO. CITY OF TUKWILA, KING COUNTY, WASHINGTON Survey & Mapping REDMOND, WA 98052 FAX 425.823-6700 ARCHITECTURE, INC 311 FIRST AVE S SEATTLE, WA 98104 LIMITED TOPOGRAPHIC SURVEY FOR LAM'S MARKET 108 NO. 18-164 DATE 12/7/18 DRAWN BY OTECKED BY ZLN SHEET SCALE Ioj PIN 4'L 1tRV 1?i TAX++ 25 Li ssF esT V PLANT LIST leo BRIG MIHKL8 .BLVD r2VAMITY SYMBOL PLANT NAME 332 WACLAG COMAGNT . QN AUU MKT OSTMAIDS UVA ANSI 1331112021¢Cit 1 GALLON CAN U' 11T SP 33 BERM BR5CRIS RO2EY GLOW 16ALL.ON CAN 93 /18 1UXUS 11Y1R13) GAO N MDNCTADV GREEN MOUNTAIN w%WOOD 151I• M ad wdth M6 7 CAlb W.11A61105115 a V AL FOES/31W COMER REED /MASS 1 GALLON 140 CALW CALWAZOI 4. POTS 12 1R1SP • CHARD OMMAEMMLS Oa1VSA/ I433•65MI CYPIE55 7J WI FALL ROUODED. 12 CROC OtOCOSMIALuCLPER 1GALLON CAN 17 Ed E00NACAE PLASMA DOULE MOR PURPLE CONEnaWER! 'GALLON 160 ERIC MCA DFMAXIMAL 1•1.,11'tnes. 2 RED Si OITSIA PSEUDO. PUMP ROSE/ PURPLE E ROBE LOCUST 2 CALIPER NO QALPI M+NKLER BLVD SOS/1N6 sTREEir °S•-o. •• Prtr-21m6�:3?I. Orel? HROTEcT Io. - Wear* I RIZ c5,a11ON NOR1}L 56 • LILS LUCRE 311CATA/ LACK SPREADING QUARTS ATIr nu SPACDNG 9 Noma NML00A001AESTICA OAF STREAM/ 1EAYELY WAaa00 561LLON CAN 23 HEFT NEPTETA CATNOA CATNIP 16AILON CAN 22 PORN POLI4TUM /IRSU/AY WWI 'GALLON CAM' 65 PER9 PRIDNOA ATaAT8A TA MN5IIAN SAGE I CALUDN CAN 19 PIN MAD MURMO MMU5/ - MUp10 PIE 10 RAUL►. CAN PROMO Rums LitultoamACUS OTTOLUDEN/ OTTOLU=OLNG LAIRS. ter. 21• bib L• SP 52 5ED SEDUM MIILTANT I SAYAN C.... 15 TAaM TAXUSICD 6FOOT. Ili • / RAIN s'tIf37N etas * lawanspee N1NitZf l31.VQ• ADO 3 PA VALVE -tHtcEe_ EVER-Exr va-re EE17 �n _ IrP aul ///////////'/ 4 COM -VcErM:6074d5QK :Re ElED71R—_ O 'r[�' jl�T�S:K_ epuDr LANDSCAPE - ' Q"te`kc��oN oco�' poorsit SEE fl141. _V0RIL5 fen f1l$ G.V.s1TWtn '.SOIL .._ SMUGTUR L SOL G 11oN GU S7Rt SOIL l IRRIGATION Provide irrigation loner as shown on the plats. Provide all heads, piping, boxes, wiring, ohms Rain sensor etc. point of connection with Rukk coupling vahe and key for a complete IrngatiOn system. Provide and secure all necessary permits. Piping shall be a minimum of 12' depth. / k Nadi Valves shall be Weatherreatade Bullet 1'. Heads shall be as shown on plans. VERIFY / OPERABLE OUSTING IRRIGATION SYSTEM AND CONIROLLFR. CALL WORE YOU DIG Call 511 er 1500 a2a 6556 at loft too business days prior Winning operations. Provide 04 0et number. L UIDSCAPING i) In new landscape beds proo1e excavation per des 1ptlon on the landscape documents. Provide 60/40 Imported son In the Esndsope beds providing a f1 minimum 6' Crown from curb to center of the landscape N4nd. Provide 2' depth composted mulch over new landscape beds after planting 5 Provide Camel (lyde..W8ySbsaturad Sof/beneath the paved area at a minimum l' depth per the drawing cross section and as shown on the plans. Folhrw Me spedfkatlores for structural soil material mmponents and specifications for Installation as specified In the manufacbaers printed S Instructions. Provide layout of plant material for approval by the landscape architect. 1 Provide one year warranty for a0 plant material. a a Imo- 4'slEE E.. ppE If 6 30 NT5 �Vol-TA6E LE-0 (4) MINKLER IRKI64-TtC14 wive IRRIGATION ?LNE RPl110NAL 4. SLEEVfi .. 6 RECEIVED MAR 28 2019 Community Development l EXISTItG AND MP* lae eAST. SLC1SIII?I7.Of�1. NOTES: l SEAL: ompkte. Sint OF %A9'I\f.ION RE';IS E0EO .CSC .1YE• AKCNIIAC I v/ WOE1M_ E OL/ IMGSI...�1.. CCR ITV. Alt /.91 206-396 JACKSON I MAIN ARCHITECTURE 311 FAST AVENUE SOUR • WATTLE, WA 91310a 206321/800 WMW.JACKSONMAIN.COA KIMCO REALTY J J 2 W et • o C7 0 • rn ce ▪ O o wLU • H== u- w • LU Tr co m LAM'S MARKET 1 a PROJECT NO.: PROJECT MGR.: DRANM BY: CHECKED BY: 18027 LANDSCAPE AND IRRIGATION PLANS L-1.00 MCAw I Y. MmRICnxR r.l 0 Will r TALL O A.1 A.2 DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT EAST ELEVATION NEW @B ENTRY/TOWER EXTERIOR COOLER PAINT TO MATCH STONE LION SW7507 13IC MATERIALS: 2700K EXTERIOR DECORATIVE WALL SCONCE N.I.0 it 0000 1. 31?EIFS L PARAPET COPING L E7POSE0 CANOPY FRAMING l CANOPY MR DECK ROOF L AETAL ROOF L 21?EIFS GOLDS. A AESTHETIC WHITE SW7035 I. SANG BEACH SW7529 C. DARK BRONZE L . SPANISH RED E. STONE LION SW7507 F. G90 COATNG PER STRUCT MNIUFACNRER PROFILE PWIRI F 1 TFYTIIRF 1 BARREL -VAULT TILE IBI IFM'TIIRFB A WAIT B BORAJ 1 O PAINT ALL DOSING EXTERIOR TLT PANEL I WALLS. TOP. SAND BEACH SW7529TYP. PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM: STONE LION SW7507 TYP. E0111140 PANEL JOINTS (UP.) 2700K EXTERIOR DECORATIVE WALL SCONCE TYP. N.I.0 14IF I I NFILL EXISTING OPENING PER PLAN EXISTING PANEL JOINTS (TYP.) TUBE STEEL OUTRIGGER TO SUPPORT TENANT BANNER. PROVIDE BACKING AS REQUIRED PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. TOP. SAND BEACH 5W7529 TYP. PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM: STONE LION SW7507 TYP. POWER OPERATED COILING OH DOOR. PROVIDE OUTSIDE SWITCH WITH KEYPAD OPERATION T.O. TOWER duki 35.00' IAA INFILL EXISTING DOOR OPENING PER PLAN 5' TALL DECORATIVE FINIAL. N.I.C. DESIGN PROVIDED BY TENANT T.O. TOWER " 35.00' 'Jr TENANT PROVIDED CLOCK N.I.C. - CONTRACTOR SHALL COORDINATE BACKING AND ELECTRICAL WITH TENANT PROVIDED CLOCK. TYP. OF SIGNAGE N.I.C. TYP. - CONTRACTOR SHALL COORD. W RH TENANT AND SIGNAGE VENDOR TO PROVIDE BACKING AND 20AMP ELEC. CIRCUIT FLOOR PLAN 0.00' R E C 15>- IVE_ D MAR 28 2019 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 206 324.4800 v!W W JACKSONMAIN CUM KIMCO REALTY J J w Q D rip C3 O Q O Q OLL> F- w w O L ai D W L ▪ J w w • (nm CD 0Do O >c LL m O) < L < w w� J Lill— Y g U) Y z _ �2 �I- PROJECT NO.: PROJECT MGR. DRAWN BY CHECKED BY. 18027 OR LS AIL EXTERIOR ELEVATIONS LIS*0//a A3.01 3 0 WALL PACK LIGHT PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. TOP: SAND BEACH SW7529 TYP. PAINT ALL EXISTING EXTERIOR TILT PANEL WALLS. BOTTOM. STONE LION SW7507 TYP SOUTH ELEVATION INS = 1'-0' MATERIALS: PRODUCT J MANUFACTURER COLOR PROFILE MOLUm I. I VP EIFS 1 PARAPET COPNG 1 EXPOSED CANOPY FRAMING 1. CANOPY MR DECK ROOF 1 LEM ROOF 1 11QMPS PROFY F I TFYTIIRF 1. BARREL -VAULT TILE COLOB. WVIIFACTIIRFR A AESTIETIC WHITE SW7015 A DRYNT 1 SAND BEACH SW7529 B. BORAL C. DIRK BRONZE D. SPANISH RED E STONE LION SW7507 090 COATNG PER SRAUC7 NEW GARAGE DOOR AT LOADING EXTERIOR COOLER PER T I. DRAWINGS CANOPY OUllER AND DOWNSPOUT PAINTED TO MATCH COLU101$ TYP. FLOOR PLAN 0.000 THAT IA1 16IBI IA I3ICI 1 TOWER ELEVATION 61.Td 15ID 5' TAU. DECORATIVE FINIAL. N.I.L. DESIGN PROVIDED BY TENANT TENANT PROVIDED CLOCK N.I.C.- CONTRACTOR SHALL COORDINATE BACKING AND ELECTRICAL.Wff TENANT _ T.O. TOWER PROVIDED CLOCK TYP. OF 3 35 SIGNAGE N.I.C. TYP. - CONTRACTOR SHALL COORD. WITH TENANT AND SIGNAGE VENDOR TO PROVIDE BACKING AND 20AMP ELEC. CIRCUIT b FLOOR PLAALAnt 0.00'V ONN sere mAg282019 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 08104 t 206 324.4800 WWWJACKSONMAIN COM KIMCO REALTY 0 O CO CO O >� Li- CO as W I__ LIJ J • W Y g cn Y z J • 2 N I- O a ai O 1 CNI PROJECT NO 18027 PROJECT MGR.. DR DRAWN BY LB CHECKED BY. ML EXTERIOR ELEVATIONS Cie -0//. A3.02 TECHNICAL INFORMATION REPORT Lam's Seafood Market Tukwila, WASHINGTON 03/22/20/9 December 20, 2018 Revised March 22, 2019 Prepared for: City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 RECEIVED MAR 28 2019 Community Development Reviewed by: Jenelle Taflin, P.E., LEED AP Principal jtaflin@navixeng.com NAVIX 1121r, . N 6-h sUerl V ure 1 i11 cei ?•.ue. +a 98CIO navixeng.com t •1?5 453¶501 f 415.45s.8208 e rnfc(6.navi ergc3ri TABLE OF CONTENTS SECTION PAGE PROJECT OVERVIEW 2 1. TIR WORKSHEET 8 2. SITE LOCATION 13 3. DRAINAGE BASIN, SUBBASINS, AND SITE CHARACTERISTICS 14 CONDITIONS AND REQUIREMENTS SUMMARY 15 OFFSITE ANALYSIS 20 FLOW CONTROL, LID, AND WATER QUALITY FACILITIES ANALYSIS AND DESIGN 32 1. EXISTING SITE HYDROLOGY 32 2. DEVELOPED SITE HYDROLOGY 33 3. FLOW CONTROL FACILITIES 34 4. WATER QUALITY FACILITIES 34 5. 100-YEAR FLOOD FIRM MAP/OVERFLOW CONDITION 35 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 36 SPECIAL REPORTS AND STUDIES 37 OTHER PERMITS 37 CSWPP ANALYSIS AND DESIGN 38 ESC PLAN ANALYSIS AND DESIGN (PART A) 38 1. EROSION RISK ASSESSMENT 38 2. CONSTRUCTION SEQUENCE AND PROCEDURE 38 3. TRAPPING SEDIMENT 38 4. WET WEATHER TESC 39 SWPPS PLAN DESIGN (PART B) 39 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 44 OPERATION AND MAINTENANCE GUIDELINES 45 APPENDIX: A— EXHIBITS: EXISTING AND PROPOSED CONDITIONS B — CSWPPP WORKSHEETS C — WWHM2012 REPORT NAVIX Lam's Seafood Market —Tukwila, WA Page 1 PROJECT OVERVIEW DESIGN CRITERIA The stormwater management facilities have been designed to the 2016 King County Surface Water Design Manual (2016 Manual) per the 2010 City of Tukwila Infrastructure Design and Construction Standards. 2016 MANUAL REQUIREMENTS Duration Analysis: Conservation Flow Control 2-year: Reduce to % pre -developed duration 50-year: Match predeveloped Water Quality Menu: N/A Downstream Analysis: 'A mile Since the project proposes more than 2,000 SF of new plus replaced impervious area, a Full Drainage Review will be required. EXISTING CONDITIONS The project site is located at 17300 Southcenter Pkwy, Tukwila, WA. The site consists of three parcels, #2623049110, #2623049079, and #8835100000; the City of Tukwila zoning designation is Tukwila Urban Center — Commercial Corridor (TUCC-CC) and Tukwila Urban Center — Workplace (TUCC-WP). The combined parcel area is approximately 28.06 acres in size and is currently developed with a shopping center, parking lot access, and parking lots. The project site disturbs approximately 0.30 acres of this parcel area and affects the northeast corner of the shopping center at the vacant Big Lots tenant space. See Figure 1 for Existing Conditions Map. Building and parking lot access driveway Existing shopping center Figure 1: Existing Conditions Map NAVIX Lam's Seafood Market — Tukwila, WA Page 2 The project site is bordered to the north by Minkler Boulevard, to the west by Scrubs & Beyond, to the south by Party City, and to the east by a parking lot. The site is currently a shopping center with adjacent access and parking that is flat, gently sloping from west to east from elevation 26 feet to elevation 25 feet. Stormwater currently flows to catch basins located in parking lot and landscape areas. Per the NCRS soil map, the soil on -site is classified as 100% urban land (Ur). See Figure 2 below for NRCS Soils Map. Figure 2: NRCS Soils Map Per the 2010 City of Tukwila Infrastructure Design and Construction Standards, the project site is within a Level 2 Conservation to Existing Area region. This area requires flow control facilities. Please see response to Core Requirement #3 in this report. PRE -DEVELOPMENT STORMWATER RUNOFF Stormwater on -site is routed through three systems. Please see below for a general description of each system, and the downstream analysis section of this report for detailed analysis and pictures of affected conveyance systems. NAVIX Lam's Seafood Market —Tukwila, WA Page 3 • Conveyance Figure 3: Pre -Development Stormwater Runoff Map Conveyance System 1: Runoff from Minkler Blvd and area north of the existing building is collected by catch basins located south the existing sidewalk and is routed westerly by 8-inch storm pipe to the intersection of Minkler Blvd and Southcenter Pkwy. From there, stormwater is routed northerly across Minkler Blvd to a 54-inch storm pipe running east under Minkler Blvd. The stormwater travels east to the intersection of Minkler Blvd and Andover Park W where it enters a drainage ditch on the southern side of Minkler Blvd, where it is conveyed by ditch flow to its outfall into Green River. See the downstream analysis provided in this report for more detail. Conveyance System 2: Runoff flows across driveway and parking area to an open -grate catch basin located in the center of the existing entrance to the site, approximately 60 feet from Minkler Blvd. The stormwater is routed by 12-inch pipe southerly to the end of the % mile analysis, located directly behind Ross Dress for Less. Please see the downstream analysis provided in this report for more detail. The discharge location of this pond is unknown. Conveyance System 3: Stormwater runoff from the parking area east of the existing building, directly adjacent to Minkler Blvd, is routed to the open -grate catch basin located in the center of lot. The stormwater is conveyed easterly to the stormwater detention pond located at the east side of the parking lot (densely vegetated area). DEVELOPED CONDITIONS The proposed development consists of an addition of a new entry structure at the northeast corner of the existing building, an outdoor cooler, an outdoor plaza area, new canopied areas along the eastern face of building, site improvements in the parking lot, and widening of the Minkler Blvd entrance, and two new ADA stalls. Utilities will be rerouted to serve the new Lam's Market. NAVIX Lam's Seafood Market —Tukwila, WA Page 4 The existing on -site drainage system will remain in place but will be modified for the addition of an area drain and two cleanouts to pick up stormwater runoff from the building roof routed to downspouts at the new entrance. Splash blocks will be utilized at the cooler canopy for infiltrating into the landscape area adjacent to the proposed sidewalk along the eastern face of building. Outdoor plaza area will utilize chain downspouts for infiltrating into the landscape area. See Figure 4 for the Proposed Conditions Map. �® , od`d mai New outdoor plaza -11- AWM ®• area under canopy 1 New entry structure �lj v � _ PAINxLER euw. W New canopied area New canopied area above cooler Generator pad - I 41 ::___ 4 's :Ay I,' 1r WI o New driveway • ' r New ADA stalls Figure 4: Proposed Conditions Map POST -DEVELOPMENT STORMWATER RUNOFF Stormwater will be managed on the project site in accordance with the standards of the 2016 King County Surface Water Design Manual per the 2010 City of Tukwila Infrastructure Design and Construction Standards. On -site stormwater runoff from the proposed development will be collected and transported via improvements tied into existing Conveyance System 1 and Conveyance System 2. Roof runoff from the building entry feature will be collected in a roof drainage system and conveyed to the on -site drainage system via tight -line pipe. Runoff from the entrance plaza is conveyed to an area drain located at a low -point in the plaza that will convey stormwater into existing Conveyance System 1. See Figure 5 for plaza area drainage. NAVIX Lam's Seafood Market —Tukwila, WA Page 5 1 Roof drainage conveyed into Conveyance System 1 by downspouts and tight -line pipe • •...IMO•s Area drain located at low -point in plaza. Drainage conveyed to Conveyance System 1 Figure 5: Plaza Area Drainage Runoff from the widened driveway will be conveyed to a new type 1 catch basin located in the entrance to the parking area. This runoff will be conveyed into existing Conveyance System 2. Runoff from other improvement areas will maintain existing flow characteristics and parking areas will continue to flow to the same locations. See Figure 6 below for Post -Development Stormwater Runoff Map. Area Drain, Connection to Conveyance System 1 Figure 6: Post -Development Stormwater Runoff Map NAVIX Lam's Seafood Market —Tukwila, WA Page 6 See below for Technical Information Report Worksheet, provided in accordance to the 2010 City of Tukwila Infrastructure Design and Construction Standards and the 2016 King County SWDM. NAVIX Lam's Seafood Market — Tukwila, WA Page 7 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Kimco Realty Phone (425) 373-3509 Address 4065 Factoria Mall SE, Suite F10 Bellevue, WA 98006 Project Engineer Jenelle Taflin, P.E. Company Navix Engineering Phone (425) 458-7896 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse (e.g.,Subdivision / Short Subd. / UPD) Building (e.g.,M/F /Commercial FR) Clearing and Grading ® Right -of -Way Use ® Other Public Works Permit Et 12 Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Lam's Seafood Market DPER Permit # N/A Location Township 23N Range 4E Section 26 Site Address 17300 Southcenter Pkwy Tukwila, WA 98188 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ❑ Structural RockeryNault/ ❑ ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Type of Drainage Review (check one): Date (include revision dates): Date of Final: Report Site Improvement Plan (Engr. Plans) t3® 0 Targeted ❑ Simplified ❑ Large Project ❑ Directed El Full Plan Type (check ❑ one): Modified ID Simplified Date (include revision dates): Date of Final: Part 6 SWDM ADJUSTMENT APPROVALS Type (circle one): Standard Experimental / Blanket Description: (include conditions in TIR Section 2) Approved Adjustment No. Date of Approval: 2016 Surface Watcr Dcsign Manual 4/24/2016 NAVIX Lam's Seafood Market — Tukwila, WA Page 8 KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Yes Start Date: Completion Date: Describe: Re: KCSWDM Adjustment No. Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : N/A Special District Overlays: Drainage Basin: Lower Green River - West Stormwater Requirements: No special requirements Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream N/A 0 Steep Slope N/A ❑ Lake N/A 0 Erosion Hazard N/A ❑ Wetlands N/A 0 Landslide Hazard NIA ❑ Closed Depression N/A 0 Coal Mine Hazard N/A ❑ Floodplain N/A 0 Seismic Hazard N/A ❑ Other ❑ Habitat Protection N/A El Part 10 SOILS Soil Type Urban Land Slopes Flat Erosion Potential Low ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached 2016 Surface Water Design Manual 2 4/24/2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 9 KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE ❑ Core 2 — Oftsite Analysis ❑ Sensitive/Critical Areas ❑ SEPA ❑ LID Infeasibility ❑ Other LIMITATION / SITE CONSTRAINT N/A N/A N/A N/A ❑ Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: Lower Green River - West (name or description) Core Requirements (all 8 apply): Discharge at Natural Location Number of Natural Discharge Locations: 2 Mite Analysis Level: ( 10 2 / 3 dated: 12/20/2018 Flow Control (include facility Level: 1 3 or Exemption Number TBD summary sheet) Flow Control BMPs Conveyance System Spill containment located at: Erosion and Sediment Control / CSWPP/CESCUESC Site Supervisor: TBD Construction Stormwater Contact Phone: TBD Pollution Prevention After Hours Phone: TBD Maintenance and Operation Responsibility (circle one): (rivat1 Public If Private, Maintenance Log Required: Yes No Financial Guarantees and Provided: 4030 No Liability Water Quality (include facility Type (circle one): Basic / Sens. Lake / Enhanced Basic / Bog summary sheet) or Exemption No. TBD Landscape Management Plan: Yes coo Special Requirements (as applicable): Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. None Requirements Name: Floodplain/Floodway Delineation Type (circle one): Major / Minor / Exemption / (CD 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: N/A 2016 Surface Water Design Manual 3 4/24/2016 NAVIX Lam's Seafood Market — Tukwila, WA Page 10 KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Source Control Describe land use: Commercial (commercial / industrial land use) Describe any structural controls: Canopies drain to adjacent landscape strips, PGIS on -site significantly reduced. Oil Control High -use Site: Yes CO Treatment BMP: Maintenance Agreement: Yes No with whom? Other Drainage Structures Describe: Chain downspouts, splashblocks, cleanouts, area drain, catch basin, conveyance pipes Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION © Clearing Limits © Stabilize exposed surfaces © Cover Measures © Remove and restore Temporary ESC Facilities © Perimeter Protection © Clean and remove all silt and debris, ensure operation of Permanent Facilities, restore operation of Flow Control BMP Facilities as 0 Traffic Area Stabilization © Sediment Retention necessary © Surface Water Collection 0 Flag limits of SAO and open space preservation ❑ Dewatering Control areas © Dust Control ❑ Other © Flow Control ❑ Protection of Flow Control BMP Facilities (existing and proposed) © Maintain BMPs / Manage Project Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description ❑ Detention ❑ Vegetated Flowpath ❑ Wetpool ❑ Filtration ❑ Oil Control ❑ Spill Control ❑ Flow Control BMPs ❑ Other Splashblocks/Chain © Infiltration ❑ Regional Facility ❑ Shared Facility ❑ Flow Control BMPs ❑ Other downspouts 2016 Surface Water Design Manual 4 4/24/2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 11 KING COUNTY, WASIIINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement • Covenant 60' Building Covenant (Rec. No. 7210200584) ❑ Native Growth Protection Covenant ❑ Tract • Other Electric, railroad, road. utility ❑ Cast In Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the Information provided here is accurate. Signed/Date 2016 Surfacc Watcr Design Manual 4/24/2016 5 NAVIX Lam's Seafood Market — Tukwila, WA Page 12 SITE LOCATION :EORGE-CI'IN GELRIDGE White Center CC'LJ,.131a CIT.' AL.ENTOIVN Mercer Island Bryn Mawr -Skyway Tukwila Renton PROJECT Seattle Tacoma 0 SITE International Airport SeaTac Normandy Park arillia C'D Newcast Cascade-i a ri c East Hill -Meridian Figure 7: Vicinity Map Location: 17300 Southcenter Pkwy, Tukwila, WA 98188 Section, Township, Range: SW 1/4 of SE %, SEC. 26, TOWNSHIP 23N, RANGE 04E, W.M. Parcel/Tax Lot: 2623049110, 2623049079, 8835100000 Size: 28.06 acres (Full parcel); 0.30 acres (Total on- and off -site area of disturbance) City, County, State: Tukwila, King County, Washington Governing Agency: City of Tukwila NAVIX Lam's Seafood Market — Tukwila, WA Page 13 DRAINAGE BASIN, SUBBASINS, AND SITE CHARACTERISTICS DRAINAGE BASIN The projects site is located within the Lower Green River — West drainage basin. There are no special stormwater management requirements for this drainage basin. SUBBASINS One sub basin is present in the existing conditions. 111'1 1 14 2nd St c t Jflit Rive lleig ILifl T11 kwi la s t.t4t6 st on t s I Cr- > Fr' • „I5Et, h k o ) -, e8V) .,,-t- • ---1-M •5 ivSd It..7?"'.;,,•.:;,- . _ 7-l.17 traIde Bl'v_' d Seattle - Tacoma PeVa nternational fill-k,o Airport -- SeaTac , i '''j ( s 1,20,c / _...srq ,c r :Angle Lake PROJECT I, SITE Draina2e basin: Lower Green River - West Duwaluriih - Greer. River Duwanush-Greer. S t 1.80th , 11 j 42,1'0 ) ... ., ' 1 1 • • I- II 1 1 S 16 6,.h t Kent F.- 1 21--- - - ; 0E4 _1 S 21 2 qf t‘t c n 212c, st 21 6th St 0_, 7 / Greery River Natural ResoucLes, `2, -2-2 hd 7, 9, E I kii.1 a> I ' `2.:)9tt.: ' 1 - - s s Figure 8: Drainage Basin Map NAVIX Lam's Seafood Market — Tukwila, WA Page 14 CONDITIONS AND REQUIREMENTS SUMMARY As required by the 2016 King County Surface Water Design Manual, this project is subject to a Full Drainage Review. Therefore, the storm drainage design for this project is required to comply with, or explain exemptions for, all nine (9) Core Requirements as well as all five (5) Special Requirements. The applicable requirements have been met as follows: CORE REQUIREMENTS Core Requirement #1: Discharge at Natural Location All surface and storm water runoff from a project must be discharged at the natural location so as not to be diverted onto or away from downstream properties. The manner in which runoff is discharged from the project site must not create a significant adverse impact to downhill properties or drainage systems. Response: Runoff will be collected on site and discharged to into the existing conveyance system, to which the site currently discharges. No downstream impacts are anticipated. Core Requirement #2: Offsite Analysis All proposed projects must submit an offsite analysis report that assesses potential offsite drainage impacts associated with development of the project site and propose appropriate mitigations of those impacts. The initial permit submittal shall include, at a minimum, a Level 1 downstream analysis as described in Section 1.2.2.1 of the 2016 Manual. Response: A Level 1 Downstream Analysis was completed for this project. See the Offsite Analysis section for details. Core Requirement #3: Flow Control Facilities All proposed projects, including redevelopment projects, must provide onsite flow control facilities to mitigate the impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, and replaced impervious surface targeted for flow mitigation as specified in the following sections. Flow control facilities must be provided and designed to perform as specified by the area -specific flow control facility requirement in Section 1.2.3.1 and in accordance with the applicable flow control facility implementation requirements in Section 1.2.3.2. Response: Per the 2010 City of Tukwila Infrastructure Design and Construction Standards Drainage Basins and Flow Control Standards map, the project site falls within the Level 2 Conservation to Existing Flow Control Area. Stormwater management facilities within the Conservation Flow Control Area must comply with the Level 2 Flow Control standard, which requires that developed discharge durations match predeveloped durations for the range of predeveloped discharge rates from 50% of the 2-year peak flow up to the full 50-year peak flow. In addition, developed peak discharge rates must match the predeveloped peak discharge rates for the 2- and 10-year return periods. According to the 2010 City of Tukwila Infrastructure Design and Construction Standards, flow control may be waived for any threshold discharge area in which there is no more than a 0.1 CFS difference in the sum of developed 100-year peak flows for those target surfaces subject to this requirement, and the sum of existing site conditions 100-year peak flows for the same surface areas. NAVIX Lam's Seafood Market —Tukwila, WA Page 15 The proposed development will decrease the 100-year peak flows from 0.216 CFS to 0.206 CFS, a difference of 0.010 CFS. Therefore, the project meets the exemption criteria and flow control will not be required. Core Requirement #4: Conveyance System All engineered conveyance system elements for proposed projects must be analyzed, designed, and constructed to provide a minimum level of protection against overtopping, flooding, erosion, and structural failure as specified in Sections 1.2.4.1, 1.2.4.2, and 1.2.4.3 of the 2016 Manual. Response: Please see the Conveyance System Analysis and Design section of this report. Core Requirement #5: Construction Stormwater Pollution Prevention All proposed projects that will clear, grade, or otherwise disturb the site must provide erosion and sediment controls to prevent, to the maximum extent practicable, the transport of sediment from the project site to downstream drainage facilities, water resources, and adjacent properties. All proposed projects that will conduct construction activities onsite or offsite must provide stormwater pollution prevention and spill controls to prevent, reduce, or eliminate the discharge of pollutants to onsite or adjacent stormwater systems or watercourses. To prevent sediment transport and pollutant discharges as well as other impacts related to land -disturbing and construction activities, Erosion and Sediment Control (ESC) measures and Stormwater Pollution Prevention and Spill Control (SWPPS) measures that are appropriate to the project site must be applied through a comprehensive Construction Stormwater Pollution Prevention (CSWPP) plan as described in Sections 1.2.5.1 and 1.2.5.3 and shall perform as described in Section 1.2.5.2. In addition, these measures, both temporary and permanent, shall be implemented consistent with the requirements in Section 1.2.5.3 that apply to the proposed project. Response: Construction stormwater pollution prevention measures as outlined in the 2016 Manual are an integral part of the project construction documents. These measures will include methods to reduce erosion of on -site site soils and to prevent sediment from inadvertently leaving the project site, such as straw wattles, inlet protection, and marking clearing limits. Erosion and sediment control measures will be designed in conformance with the 2016 Manual requirements. A temporary erosion and sediment control plan is included in this submittal. Core Requirement #6: Maintenance and Operations Maintenance and operation of all drainage facilities is the responsibility of the applicant or property owner, except those facilities for which King County is granted an easement, tract, or right-of-way and officially assumes maintenance and operation. Drainage facilities must be maintained and operated in compliance with King County Maintenance Standards. Response: An Operations and Maintenance Manual is included in Appendix B of this report. Core Requirement #7: Financial Guarantees and Liability All drainage facilities constructed or modified for projects (except flow control facilities to be privately maintained) must comply with the financial guarantee requirements and the liability requirements of King County. There are two types of financial guarantees for projects constructing NAVIX Lam's Seafood Market — Tukwila, WA Page 16 or modifying drainage facilities; the drainage facilities restoration and site stabilization guarantee, and the drainage defect and maintenance guarantee. Response: A Bond Quantity worksheet has been provided in the BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT section of this storm report. Core Requirement #8: Water Quality All proposed projects, including redevelopment projects, must provide water quality (WQ) facilities to treat the runoff from new and replaced pollution -generating impervious surfaces and pollution - generating pervious surfaces targeted for treatment. These facilities shall be selected from one of the area -specific WQ menus described in Section 1.2.8.1 and implemented according to the applicable WQ implementation requirements in Section 1.2.8.2 of the 2016 Manual. Response: Per the 2010 Tukwila Infrastructure Design and Construction Standards, Basic Water Quality Treatment is required in this area based on the proposed land use of the project. However, per KCSWDM Exemption Criteria, the project meets the Surface Area Exemption criteria because less than 5,000 SF of new PGIS that is not fully dispersed will be created, and less than % acre of new PGPS that is not fully dispersed will be added. The proposed redevelopment project will result in 360 SF of new impervious surface and 10,070 SF of replaced impervious surface for a total of 10,430 SF of new plus replaced impervious surface. Furthermore, the development proposes to convert 4,750 SF of existing PGIS to NPGIS, resulting in a reduction of the total PGIS. Core Requirement #9: Flow Control BMPs All proposed projects, including redevelopment projects, must provide onsite flow control BMPs to mitigate the impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, existing impervious surfaces, and replaced impervious surface targeted for mitigation as specified in the following sections. Flow control BMPs must be selected and applied according to the basic requirements, procedures, and provisions detailed in this section and the design specifications for each BMP in Appendix C, Section C.2. Flow control BMPs are methods and designs for dispersing, infiltrating, or otherwise reducing or preventing development -related increases in runoff at or near the sources of those increases. Flow control BMPs include, but are not limited to, preservation and use of native vegetated surfaces to fully disperse runoff; use of other pervious surfaces to disperse runoff; roof downspout infiltration; permeable pavements; bioretention; limited infiltration systems; and reduction of development footprint. Response: The proposed development will decrease the 100-year peak flows 0.010 CFS. Therefore, the project meets the flow control exemption criteria and flow control BMPs will not be required. NAVIX Lam's Seafood Market —Tukwila, WA Page 17 SPECIAL REQUIREMENTS Special Requirement #1: Other Adopted Area -Specific Requirements The drainage requirements of adopted CDAs, MDPs, BPs, SCPs, SFDPs, LMPs, FHMPs, and SFDPs shall be applied in addition to the drainage requirements of the 2016 Manual unless otherwise specified in the adopted regulation. Where conflicts occur between the two, the drainage requirements of the adopted area -specific regulation shall supersede those in the 2016 Manual. Response: The 2010 Tukwila Infrastructure Design and Construction Standards, Section 5.6.B.1., the duff layer and native topsoil shall be retained in an undisturbed state to the maximum extent practicable. Any duff layer or topsoil removed during grading shall be stockpiled on -site in a designated, controlled area not adjacent to public resources and critical areas. The material shall be reapplied to other portions of the site where feasible. Additionally, replaced topsoil shall have an organic matter content of between eight and thirteen percent dry weight and pH suitable for the proposed landscape plants. The proposed development will comply with these requirements and notes shall be added to the grading, erosion control, and landscape plans accordingly. Special Requirement #2: Flood Hazard Area Delineation Floodplains and floodways are subject to inundation during extreme events. The 100-year floodplains are delineated in order to minimize flooding impacts to new development and to prevent aggravation of existing flooding problems by new development. Regulations and restrictions concerning development within a 100-year floodplain are found in the Sensitive Areas Ordinance. Response: Per the most current FIRM Map, shown in the 100-year flood/overflow condition section of this report, the project site does not lie within the 100-year floodplain. Special Requirement #3: Flood Protection Facilities Developing sites protected by levees and revetments require a high level of confidence in their structural integrity and performance. Proper analysis, design, and construction are necessary to protect against the potentially catastrophic consequences if such facilities should fail. Response: The project site does not contain levees, revetments, or berm protection. Special Requirement #4: Source Controls Water quality source controls prevent rainfall and runoff water from coming into contact with pollutants, thereby reducing the likelihood that pollutants will enter public waterways and violate water quality standards and County stormwater discharge permit limits. The County may require mandatory source controls at any time through formal code enforcement if complaints or studies reveal water quality violations or problems. Response: All applicable non-structural Source Control BMPs will be implemented as outlined in the 2016 King County Stormwater Pollution Prevention Manual. No structural source controls are proposed as of this submittal. NAVIX Lam's Seafood Market —Tukwila, WA Page 18 Special Requirement #5: Oil Control Projects proposing to develop or redevelop a high -use site must provide oil controls in addition to any other water quality controls required by the 2016 Manual. Such sites typically generate high concentrations of oil due to high traffic turnover or the frequent transfer of oil. Response: Since this project is not a high -use site, oil control will not be incorporated into the drainage design. A high -use site is defined in the 2016 KCSWDM as "a commercial or industrial site that has an expected average daily traffic (ADT) count equal to or greater than 100 vehicles per 1,000 square feet of gross building area". NAVIX Lam's Seafood Market — Tukwila, WA Page 19 OFFSITE ANALYSIS TASK 1: STUDY AREA DEFINITION AND MAPS Available resources such as the survey and topographic maps were utilized to prepare the downstream analysis. The two conveyance systems impacted by this development have been investigated. Conveyance System 1 includes an analysis to the outfall on Green River. Conveyance System 2 contains analysis area extended %-mile downstream of the project site. Figure 9 shows the general location of the critical areas relative to the proposed project site as designated on the City of Tukwila Critical Areas Map. No sensitive/critical areas are located on -site. Figure 9: Critical Areas Map NAVIX Lam's Seafood Market —Tukwila, WA Page 20 .72nd St TASK 2: RESOURCE REVIEW The following resources were reviewed for existing/potential problems within the study area: • Site Survey • FEMA F.I.R.M. • City of Tukwila Critical Areas Map • King County iMap Floodplain • Reported Drainage Complaints • Current DOE 303(d) List A review of drainage complaints from the last 10 years within one -quarter mile of the project site, as supplied by King County, indicates that no drainage complaints have been filed as indicated below in Figure 10. Therefore, no drainage or water quality concerns appear to impact or be impacted by the development of this site. S 156th St S 168th St 170th St a S172ndPI YII euw Lake Pa rk 7 Drainage complaint area, typical 51 S 168th St Tukwil Minkier Blvd Midland Or -II13 lc 'I Andover Park W Ti-•.:. C r Andover Park E 35 Mrnkler Blvd y Costco Dr West Valley Hwy Figure 10: Drainage Complaints Map NAVIX Lam's Seafood Market —Tukwila, WA Page 21 TASK 3: FIELD INSPECTION UPSTREAM ANALYSIS The project site does not receive additional runoff from upstream properties. The adjacent properties flow away from the project site's property lines. DOWNSTREAM ANALYSIS A formal downstream analysis has been completed in accordance with the 2016 King County Surface Water Design Manual. The downstream analysis was completed on December 20, 2018. A map of the downstream path and both conveyance systems affected by this project has been analyzed. Piped flow ente drainage ditch here, drainage ditch continues to outfall Stormwater is convey,o southerly by pipes to 1/4 mile downstream location Conveyance System 1 Conveyance System 2 Figure 11: Downstream Path NAVIX Lam's Seafood Market —Tukwila, WA Page 22 Conveyance System 1 Photo Description 1 Looking west from north side of project site. On -site stormwater runoff from area north of existing shopping center is conveyed into an open - grate catch basin located south of Minkler Blvd. 2 Looking west on south side of Minkler Blvd. Stormwater is conveyed by 8-inch closed pipe westerly between existing shopping center and Minkler Blvd. NAVIX Lam's Seafood Market —Tukwila, WA Page 23 3 Looking north from the intersection of Minkler Blvd and Southcenter Pkwy. Stormwater is conveyed to an open -grate catch basin in the intersection of Minkler Blvd and Southcenter Pkwy. The system crosses Minkler Blvd in a 12" pipe and connects to a closed -grate catch basin. 4 Closed -grate catch basin Looking easterly down Minkler Blvd from the intersection of Minkler Blvd and Southcenter Pkwy. Stormwater flows into a 54-inch pipe running easterly down the north side of Minkler Blvd. NAVIX Lam's Seafood Market — Tukwila, WA Page 24 5 Looking east down Minkler Blvd from the northern side of the project site. Stormwater is conveyed through the 54-inch pipe easterly down the northern side of Minkler Blvd to an access manhole located across from the project site driveway. At this location, the flow enters a 66-inch conveyance pipe. 6 Looking northeast at the intersection of Minkler Blvd and Andover Park W. Stormwater flows to a closed -grate access manhole located in the intersection of Minkler Blvd and Andover Park W. 7 Looking south from 435 Minkler Blvd. Stormwater enters ditch from the 66-inch pipe on the southern side of Minkler Blvd. NAVIX Lam's Seafood Market — Tukwila, WA Page 25 8 Looking east from 500 Minkler Blvd. Drainage is conveyed easterly down the southern side of Minkler Blvd by ditch flow. 9 Looking east from 663 Minkler Blvd. Drainage is conveyed down the drainage ditch to its outfall into Green River. NAVIX Lam's Seafood Market —Tukwila, WA Page 26 Conveyance System 2 Photo Description 1 Open -grate catch basin Looking south from the project site. On -site stormwater runoff from area parking access road is conveyed to an open -grate catch basin located approximately 60 feet from Minkler Blvd in the center of the access road. 2 Google Looking south from southern end of project site. Stormwater is conveyed southerly in 12-inch CMP pipe underneath the existing loading dock wall to an open -grate catch basin. NAVIX Lam's Seafood Market — Tukwila, WA Page 27 3 4 Looking south from southern end of project site. Stormwater is conveyed by 12" CMP pipe to an open - grate catch basin located in the loading area of Party City. Looking south from access road from behind Best Buy. The 12" pipe continues southerly down the western side of the access road. NAVIX Lam's Seafood Market —Tukwila, WA Page 28 5 Looking south from access road behind Ross Dress for Less. Drainage continues southerly down access road to the % mile downstream location. NAVIX Lam's Seafood Market — Tukwila, WA Page 29 Conveyance System 3 # Photo Description Looking east from the project site. On -site stormwater runoff from parking area is conveyed to an open -grate catch basin located in the center of the drive aisle. Oft„; '4 1E ,`, _„ , -: ,,{ �� Pr Open -grate catch basin 2 Looking northeast from the northeast end of the existing parking lot on -site. Stormwater is conveyed easterly by 8" pipe to an open -grate catch basin and then is conveyed through a 12" pipe to the stormwater detention pond. .-»> Stormwater detention pond ~ ,� .. Y ;"1 _� c try =' �' ""_ "'="-� { a ' ,W a. . .. .- 4 fl. , : � ` „� _ _�_ " _„: Open grate catch basin NAVIX Lam's Seafood Market — Tukwila, WA Page 30 TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS There are no known problems with the drainage paths around the site. No downstream impacts from the proposed project are anticipated. TASK 5: MITIGATION OF EXISTING OR POTENTIAL PROBLEMS No existing or potential problems were identified as discussed in Task 4 above; therefore, mitigation is not warranted. NAVIX Lam's Seafood Market — Tukwila, WA Page 31 FLOW CONTROL, LID, AND WATER QUALITY FACILITIES ANALYSIS AND DESIGN EXISTING SITE HYDROLOGY The project site is approximately 28.06 acres (1,222,394 SF) and consists of an existing shopping center, access road, parking lot, landscaping, sidewalks, and ADA ramps. Runoff from the existing site is conveyed through three conveyance systems. The project site does not receive upstream run- on. The pre -developed conditions are shown in Tables la and lb. See Figure 12 for the Existing Conditions Map. Table la: On -Site Areas Existing Conditions Area (AC) Description 0.00 Sidewalk (NPGIS) 0.25 Asphalt (PGIS) 0.02 Landscape (Pervious) 0.27 Total On -site Area Table 1b: Off -Site Areas Existing Conditions Area (AC) Description 0.01 0.01 0.01 Sidewalk (NPGIS) Asphalt (PGIS) Landscape (Pervious) 0.03 Total Off -site Area MINKLER BLVD Figure 12: Existing Conditions Map PERVIOUS St1RFAfx ON SITE: 0.02 AC OFF SITE: 0.01 AC ON SITE: 0.25 AC OFF SITE: 0.01 AC NPGIS ON SITE: 0.00 AC OFF SITE: 0.01 AC NAVIX Lam's Seafood Market —Tukwila, WA Page 32 DEVELOPED SITE HYDROLOGY The project proposes to construct a new building entrance structure, a new outdoor plaza area, new canopied areas, and site improvements. A water connection and fire hydrant will also be constructed as part of this development. The driveway access will be revised, and ADA stalls be added to accommodate the new building entrance. The developed surface conditions areas are noted in Tables 2a and 2b. See Figure 13 for the Developed Conditions Map. Table 2a: On -Site Areas Proposed On -Site Surface Conditions Area (AC) Description 0.12 Sidewalk (NPGIS) 0.11 Asphalt (PGIS) 0.04 Landscape (Pervious) 0.27 Total On -site Area Table 2b: Off -Site Areas Proposed Off -Site Surface Conditions Area (AC) Description 0.01 Sidewalk (NPGIS) 0.01 Asphalt (PGIS) 0.01 Landscape (Pervious) 0.03 Total Off -site Area MINKLER BLVD 1U PFR 1OUS SIBFA/x ON S1TE: 0.04 AC OFF SITE: 0.01 AC PSIi ON SITE: 0.11 AC OFF SITE: 0.01 AC NPGIS ON SITE: 0.12 AC OFF SITE 0.01 AC Figure 13: Developed Conditions Map NAVIX Lam's Seafood Market —Tukwila, WA Page 33 FLOW CONTROL FACILITIES Per the 2010 City of Tukwila Infrastructure Design and Construction Standards, the project site is within a Level 2 Conservation to Existing Conditions Area. See below for exeption criteria: "The exception to requiring flow control in this area shall be as follows: The facility requirement in the Level 2 Conservation to Existing Conditions is waived for any threshold discharge area in which there is no more than a 0.1-cfs difference in the sum of developed 100-year peak flows for those target surfaces subject to this requirement and the sum of existing site conditions 100-year peak flows for the same surface areas. Note: for the purposes of this calculation, target surfaces served by flow control BMPs per KCSWDM Appendix C may be modeled in accordance with the flow control BMP facility sizing credits in Table 1.2.3.0 (p. 1-47)." The existing and proposed facilities were modeled usoing WWHM 2012. The exisiting 100-year peak flow rate was found to be 0.216 cfs, and the proposed 100-year peak flow rate is 0.206 cfs. The project site reduces the flow 0.010 cfs. Therefore, flow control facilities will not be required. See Appendix C — WWHM 2012 Report. WATER QUALITY FACILITIES Per the 2010 Tukwila Infrastructure Design and Construction Standards, Basic Water Quality Treatment is required in this area based on the proposed land use of the project. However, per KCSWDM Exemption Criteria, the project meets the Surface Area Exemption criteria because less than 5,000 SF of new PGIS that is not fully dispersed will be created, and less than % acre of new PGPS that is not fully dispersed will be added. The proposed redevelopment project will result in 360 SF of new impervious surface and 10,070 SF of replaced impervious surface for a total of 10,430 SF of new plus replaced impervious surface. Furthermore, the development proposes to convert 4,750 SF of existing PGIS to NPGIS, resulting in a reduction of the total PGIS. NAVIX Lam's Seafood Market — Tukwila, WA Page 34 100-YEAR FLOOD/OVERFLOW CONDITION Review of the most recent FEMA FIRM as adopted by King County indicates that the development area on the project site does not lie within the 100-year flood plain. The portion of FIRM containing the subject property is included in Figure 14 below. King County iMap 1r�■r : IIIVLYtp I�I. 11111 ■� E tsa7F;11 117. .1_-1 ! .00 a •paMUMi. JMUM T►1k- a a =111111111IIii. '.not111 ;aye IMMu :11Z The nbrn aean needed on M map ha bean canvas] try erg Calmly...hem a ranter or eaves an p wgeenog. earl., eater, nag County mires eau rgnamtaon v epertcs epaters v !plea a zy reeplmnss Petrov. or eights Pre tap or stroll aba-vsm a dccumm a en net attended.- use a aam, Pere me aty eaty shall not t be bat tle b arty general spinal tundra+ rmnedt or ran'.scan. demgea nrlenng art nn bmmeal . let ern ss ear lap wale c Wang kee the taw a neap. re is naompter cmpnad or Ma map Any sale n!tas reap a manner, or rev romp s ae.e ] image try rename peones. n. or erg County Date. 12/19/2018 FEMA 100 Year Ftoedalan King County Legend River facilities levee pump station revetment constructed channel FEMA preliminary floodway FEMA preliminary 10C- year floodplain Figure 14: King County FEMA Map NAVIX Lam's Seafood Market —Tukwila, WA Page 35 CONVEYANCE SYSTEM ANALYSIS AND DESIGN In the conveyance system, the proposed 12-inch diameter pipe at 0.5% minimum slope is the most restrictive element. As demonstrated in the Figure 15 below, this element can provide conveyance capacity up to 2.70 cfs flowing near full. This is more than enough capacity to handle the 100-year, 24-hour peak flow of 0.206 cfs from the entire redeveloped area, as indicated in the WWHM input and output included in Appendix C. X Solve For Flowrate Flowrate cfs Slope Rift fvlanninc s n Depth of Row in Diameter in 2.7{}{}8 0.6050 0.0130 11.5000 12.0600 Velocity fps 3.4885 Area ft2 0.7854 Perimeter in 37.6991 Wetted Area R2 0.7742 Wetted Perimeter in 32.7655 Hydraulic Radius in 3.4025 Percent Full 95.8333 Select Select Select Pipe Shape: Orcular Plot Output Critical Rating OK Cancel Help Figure 15: Manning's Calculation for 12-Inch Pipe NAVIX Lam's Seafood Market —Tukwila, WA Page 36 SPECIAL REPORTS AND STUDIES Special reports and studies for this property include the following (See Appendix C): OTHER PERMITS Other permits required for this project include the following: • Building Permit and building -related permits • Clearing and Grading Permit • City of Tukwila Public Works Permit NAVIX Lam's Seafood Market — Tukwila, WA Page 37 CSWPPP ANALYSIS AND DESIGN ESC Plan Analysis and Design (Part A) All erosion and sediment control measures shall be governed by the requirements of the King County. A temporary erosion and sedimentation control plan has been prepared to assist the contractor in complying with these requirements. The Erosion and Sediment Control (ESC) plan is included with the construction plans. 1. Erosion Risk Assessment The degree of erosion risk on the proposed project site is minimal. The following factors contribute to a low degree of erosion risk: • Slope across the site is slight. Runoff will not travel at high velocities across the site and, therefore, will not cause noticeable erosion impacts. • The site is already stabilized with hard surfaces and the portions that will be removed will generally create temporary closed depression areas that will trap stormwater runoff. 2. Construction Sequence And Procedure The proposed development will include an erosion/sedimentation control plan designed to prevent sediment -laden run-off from leaving the site during construction. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography and climate. Erosion/sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Prior to the start of any grading activity upon the site, all erosion control measures, including stabilized construction entrances, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site will be provided with a subsequent submittal. 3. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural items will be used to control erosion and sedimentation processes: • Compost socks • Catch basin inlet sediment protection • Proper cover measures Weekly inspection of the erosion control measures will be required during construction. Any sediment buildup shall be removed and disposed of off -site. Vehicle tracking of mud off -site shall be avoided. Installation of a stabilized construction entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. In the event that mud is tracked off site, it shall be swept up and disposed of off -site on a daily basis. Depending on the amount of tracked mud, a vehicle road sweeper may be required. NAVIX Lam's Seafood Market — Tukwila, WA Page 38 Because vegetative cover is the most important form of erosion control, construction practices must adhere to stringent cover requirements. More specifically, the contractor will not be allowed to leave soils open for more than 14 days and, in some cases, immediate seeding will be required. 4. Wet Weather TESC Operating Plan Work between October 1st and April 30th must adhere to the Wet Season Special Provisions noted in Section D.5.2 in Appendix D of the 2016 KCSWDM. SWPPS Plan Design (Part B) A variety of storm water pollutant controls are recommended for this project. Some controls are intended to function temporarily and will be used as needed for pollutant control during the construction period. These include temporary sediment barriers such as silt fences. For most disturbed areas, permanent stabilization will be accomplished by covering the soil with pavement, building, or vegetation. The CSWPPP Worksheet Forms are located in Appendix C. A. Erosion and Sediment Controls 1. Soil Stabilization - The purpose of soil stabilization is to prevent soil from leaving the site. In the natural condition, soil is stabilized by native vegetation. The primary technique to be used at this project for stabilizing site soil will be to provide a protective cover of grass, pavement, or building. a) See 2016 KCSWDM Section D.3.2.6 for Temporary and Permanent Seeding requirements. b) Structural Controls — See construction plans for the TESC Plan D-2.0. Inlet protection and straw wattles are proposed to minimize siltation of construction activities. c) Clearing Limits — Clearing limits are defined by the placement of silt fence or construction fence. d) Storm Drain Inlet Protection — Curb and grated inlets are protected from the intrusion of silt and sediment through a variety of measures as shown on the Construction Drawings. The primary mechanism is to place controls in the path of flow sufficient to slow sediment -laden water to allow settlement of suspended soils before discharging into the storm sewer. Controls typically provide a secondary benefit by means of filtration. Grated inlets typically include a sturdy frame wrapped in silt fence or crushed stone -lined perimeter to slow the flow of water. Curb inlets typically include crushed stone barriers held in place with silt fence material or geotextile fabric. Where inlets are located in paved areas the contractor shall install filter fabric in the catch basin. See 2016 KCSWDM Section D.5.5 for Final Stabilization requirements. NAVIX Lam's Seafood Market —Tukwila, WA Page 39 B. Other Pollutant Controls Control of sediments has been described previously. Other aspects of this SWPPP are listed below: 1. Dust Control - Construction traffic must enter and exit the site at the stabilized construction entrance. The purpose is to trap dust and mud that would otherwise be carried off -site by construction traffic. Water trucks will be used as needed during construction to reduce dust generated on the site. Dust control must be provided by the General Contractor to a degree that is acceptable to the owner, and in compliance with applicable local and state dust control regulations. After construction, the site will be stabilized (as described elsewhere), which will reduce the potential for dust generation. Chemical treatments have not been approved for this site. The Civil Engineer of Record must be contacted if these are requested to be utilized. 2. Solid Waste Disposal - No solid materials, including building materials, are allowed to be discharged from the site with stormwater. All solid waste, including disposable materials incidental to the major construction activities, must be collected and placed in containers. The containers will be emptied as necessary by a contract trash disposal service and hauled away from the site. The location of solid waste receptacles shall be shown on the TESC Plan D-2.0. Substances that have the potential for polluting surface and/or groundwater must be controlled by whatever means necessary in order to ensure that they do not discharge from the site. As an example, special care must be exercised during equipment fueling and servicing operations. If a spill occurs, it must be contained and disposed so that it will not flow from the site or enter groundwater, even if this requires removal, treatment, and disposal of soil. In this regard, potentially polluting substances should be handled in a manner consistent with the impact they represent. 3. Water Source - Non -storm water components of site discharge must be clean water. Water used for construction which discharges from the site must originate from a public water supply or private well approved by the State Health Department. Water used for construction that does not originate from an approved public supply must not discharge from the site. 4. Concrete Waste from Concrete Ready -Mix Trucks — Discharge of excess or waste concrete and/or wash water from concrete trucks will be allowed on the construction site, but only in specifically designated diked areas that have been prepared to prevent contact between the concrete and/or wash water and storm water that will be discharged from the site. Waste concrete can be placed into forms to make riprap or other useful concrete products. The cured residue from the concrete washout diked areas shall be disposed in accordance with applicable state NAVIX Lam's Seafood Market —Tukwila, WA Page 40 and federal regulations. The jobsite superintendent is responsible for assuring that these procedures are followed. 5. Fuel Tanks — Temporary on -site fuel tanks for construction vehicles shall meet all state and federal regulations. Tanks shall have approved spill containment with the capacity required by the applicable regulations. The tank shall be in sound condition free of rust or other damage which might compromise containment. Hoses, valves, fittings, caps, filler nozzles, and associated hardware shall be maintained in proper working condition at all times. Temporary on -site fuel tanks are not proposed for this project at this time. 6. Hazardous Waste Management and Spill Reporting Plan — Any hazardous or potentially hazardous waste that is brought onto the construction site will be handled properly in order to reduce the potential for storm water pollution. All materials used on this construction site will be properly stored, handled and dispensed following any applicable label directions. Material Safety Data Sheets (MSDS) information will be kept on site for any and all applicable materials. Should an accidental spill occur, immediate action will be undertaken by the General Contractor to contain and remove the spilled material. All hazardous materials will be disposed of by the Contractor in the manner specified by local, state, and federal regulations and by the manufacturer of such products. As soon as possible, the spill will be reported to the appropriate state and local agencies. As required under the provisions of the Clean Water Act, any spill or discharge entering the waters of the United States will be properly reported. The General Contractor will prepare a written record of any such spill and will provide notice to the Owner within 24-hours of the occurrence of the spill. Any spills of petroleum products or hazardous materials in excess of Reportable Quantities as defined by EPA or the state or local agency regulations, shall be immediately reported to the EPA National Response Center (1-800-424-8802) and the Washington State Department of Ecology at (360) 407-6300 or 1-800-258- 5990. The reportable quantity for petroleum products is per the State of Washington is any amount that contacts public waterways or public storm systems OR equal to or greater than 1 gallon on a commercial project that does not contact public water systems such as creeks, rivers, lakes, or storm systems and must be reported within 24 hours. The EPA guidelines define spills within the public water systems as those that: violate applicable water quality standards; cause a film or "sheen" upon, or discoloration of the surface of the water or adjoining shorelines; or cause a sludge or emulsion to be deposited beneath the surface of the water or upon adjoining shorelines. The reportable quantity for hazardous materials is per the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), and is any hazardous substance with reportable quantity that appears in Table 302.4of 40 CFR parts 302, for other substance not found on this list, the reportable quantity is one pound. NAVIX Lam's Seafood Market — Tukwila, WA Page 41 In order to minimize the potential for a spill of hazardous materials to come in contact with stormwater, the following steps will be implemented: a) All materials with hazardous properties (such as pesticides, petroleum products, fertilizers, detergents, construction chemicals, acids, paints, paint solvents, cleaning solvents, additives for soil stabilization, concrete, curing compounds and additives, etc.) will be stored in a secure location, under cover, when not in use. b) The minimum practical quantity of all such materials will be kept on the job site and scheduled for delivery as close to time of use as practical. c) A spill control and containment kit (containing for example, absorbent such as kitty litter or sawdust, acid neutralizing agent, brooms, dust pans, mops, rags, gloves, goggles, plastic and metal trash containers, etc.) will be provided at the storage site. d) All of the product in a container will be used before the container is disposed of. All such containers will be triple rinsed, with water prior to disposal. The rinse water used in these containers will be disposed of in a manner in compliance with state and federal regulations and will not be allowed to mix with storm water discharges. e) All products will be stored in and used from the original container with the original product label. f) All products will be used in strict compliance with instructions on the product label. g) The disposal of excess or used products will be in strict compliance with instructions on the product label. 7. Long -Term Pollutant Controls - Storm water pollutant control measures installed during construction, that will also provide benefits after construction, will not be applicable to this project since most of the pollution control measures are already in place. Those sediment barriers that do not interfere with normal operations and appear to provide Tong -term benefits can be left in place after construction is completed. 8. Source Controls — Per Section 1.3.4 of the 2016 KCSWDM, structural source control measures, such as car was pads or dumpster area roofing, shall be applied to the entire site containing the proposed project, not just the project site. Dumpster area roofing is proposed as a structural source control for this project. B. Construction Phase "Best Management Practices" During the construction phase, the General Contractor shall implement the following measures: NAVIX Lam's Seafood Market —Tukwila, WA Page 42 1. Materials resulting from the clearing and grubbing or excavation operations shall be stockpiled up slope from adequate sedimentation controls. Materials removed to an off -site location shall be protected with appropriate controls and properly permitted. 2. The General Contractor shall designate areas on the TESC Plan D-2.0 for equipment cleaning, maintenance, and repair. The General Contractor and subcontractors shall utilize such designated areas. Cleaning, maintenance, and repair areas shall be protected by a temporary perimeter berm, shall not occur within 150 feet away of any waterway, and in areas located as far as practical from storm drains. 3. Use of detergents for large scale washing is prohibited (i.e., vehicles, buildings, pavement surfaces, etc.) 4. Chemicals, paints, solvents, fertilizers, and other toxic materials must be stored in weatherproof containers. Except during application, the contents must be kept in trucks or within storage facilities. Runoff containing such material must be collected, removed from the site, treated, and disposed at an approved solid waste or chemical disposal facility. C. Off -Site Facilities Whenever dirt, rock, or other materials are imported to the construction site or exported for placement in areas off of the primary construction site, the General Contractor is responsible for determining that all stormwater permitting and pollution control requirements are met for each and every site which receives such materials or from which such materials are taken. Prior to the disturbance of any such site, the General Contractor will furnish the Owner with a copy of the storm water permit issued for each such site, as well as a copy of the off -site Owners certification statement agreeing to implement necessary storm water pollution prevention measures. The General Contractor will also furnish a copy of the SWPPP for each such site, including a description of the erosion control measures, which will be applied. At a minimum, each off -site area that provides or receives materials or is disturbed by project activities must implement erosion control measures consisting of perimeter controls on all down slope and side slope boundaries and must also provide for both temporary stabilization measures and for permanent re -vegetation after all disturbance is ended. NAVIX Lam's Seafood Market —Tukwila, WA Page 43 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT The following information is provided below: • Site Improvement Bond Quantity Worksheet • Declaration of Covenant for Maintenance and Inspection of Flow Control BMPs NAVIX Lam's Seafood Market —Tukwila, WA Page 44 Site Improvement Bond Quantity Worksheet King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296-6600 TTY Relay 711 S15 Web date: 04/03/201 F For alternate formats, call 206-296-6600. Project Name: Lam's Seafood Market Location: 17300 Southcenter Pwky, Tukwila, WA 98188 Clearing greater than or equal to 5,000 board feet of timber? yes x_ no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 Lams_Bond Quantity Worksheet.xlsx Date: Project No.: Activity No.: 12/20/2018 Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201! Reference#' •. ;.Unit., _•,Price • , ! > Unit , ; Quantity # of `Applications Cost EROSION/SEDIMENT:CONTROL Number, Backfill & compaction -embankment ESC-1 $ 6.00 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 95.00 CY Ditching ESC-4 $ 9.00 CY Excavation -bulk ESC-5 $ 2.00 CY Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF Fence, Temporary (NGPE) ESC-7 $ 1.50 LF Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.80 SY Jute Mesh ESC-9 SWDM 5.4.2.2 $ 3.50 SY Mulch, by hand, straw, 3" deep ESC-10 SWDM 5.4.2.1 $ 2.50 SY Mulch, by machine, straw, 2" deep ESC-11 SWDM 5.4.2.1 $ 2.00 SY Piping, temporary, CPP, 6" ESC-12 $ 12.00 LF Piping, temporary, CPP, 8" ESC-13 $ 14.00 LF Piping, temporary, CPP, 12" ESC-14 $ 18.00 LF Plastic covering, 6mm thick, sandbagged ESC-15 SWDM 5.4.2.3 $ 4.00 SY Rip Rap, machine placed; slopes ESC-16 WSDOT 9-13.1(2) $ 45.00 CY Rock Construction Entrance, 50'x15'x1' ESC-17 SWDM 5.4.4.1 $ 1,800.00 Each Rock Construction Entrance, 100'x15'x1' ESC-18 SWDM 5.4.4.1 $ 3,200.00 Each Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 2,200.00 Each Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF Seeding, by hand ESC-22 SWDM 5.4.2.4 $ 1.00 SY Sodding, 1" deep, level ground ESC-23 SWDM 5.4.2.5 $ 8.00 SY Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 10.00 SY TESC Supervisor ESC-25 $ 110.00 HR 40 1 4400 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR WRITE-IN=ITEMS **''* (see:paAe 9] Straw Wattles $ 1.50 LF 825 1 1238 Inlet Protection $ 50.00 Each 14 1 700 Tree Protection fencing $ 100.00 Each 4 1 400 Temporary chainlink fencing $ 10.00 LF 837 1 8370 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Lams_Bond Quantity Worksheet.xlsx $ 15,107.50 $ 4,532.25 $ 19,639.75 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY Backfill & Compaction- trench GI - 2 $ 9.00 CY 15 135.00 43 387.00 Clear/Remove Brush, by hand GI - 3 $ 1.00 SY Clearing/Grubbing/Tree Removal GI - 4 $ 10,000.00 Acre 0.3 3,000.00 Excavation - bulk GI - 5 $ 2.00 CY Excavation - Trench GI - 6 $ 5.00 CY 15 75.00 43 215.00 Fencing, cedar, 6' high GI - 7 $ 20.00 LF Fencing, chain link, vinyl coated, 6' high GI - 8 $ 20.00 LF Fencing, chain link, gate, vinyl coated, 20' GI - 9 $ 1,400.00 Each Fencing, split rail, 3' high GI - 10 $ 15.00 LF Fill & compact - common barrow GI - 11 $ 25.00 CY Fill & compact - gravel base GI - 12 $ 27.00 CY Fill & compact - screened topsoil GI - 13 $ 39.00 CY Gabion, 12" deep, stone filled mesh GI - 14 $ 65.00 SY Gabion, 18" deep, stone filled mesh GI - 15 $ 90.00 SY Gabion, 36" deep, stone filled mesh GI - 16 $ 150.00 SY Grading, fine, by hand GI - 17 $ 2.50 SY Grading, fine, with grader GI - 18 $ 2.00 SY 194 388.00 Monuments, 3' long GI - 19 $ 250.00 Each Sensitive Areas Sign GI - 20 $ 7.00 Each Sodding, 1" deep, sloped ground GI - 21 $ 8.00 SY 194 1,552.00 Surveying, line & grade GI - 22 $ 850.00 Day Surveying, lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew (2 flaggers) GI - 24 $ 120.00 HR Trail, 4" chipped wood GI - 25 $ 8.00 SY Trail, 4" crushed cinder GI - 26 $ 9.00 SY Trail, 4" top course GI - 27 $ 12.00 SY Wall, retaining, concrete GI - 28 $ 55.00 SF Wall, rockery GI - 29 $ 15.00 SF Page 3 of 9 SUBTOTAL 210.00 5,542.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 'KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. I Cost Quant. I Cost Quant. I Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY AC Grinding, 4' wide machine 1000-2000sy RI - 2 $ 16.00 SY 30 480.00 1040 16,640.00 AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 30 1,050.00 1040 36,400.00 Barricade, type III ( Permanent) RI - 6 $ 56.00 LF Curb & Gutter, rolled RI - 7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF 50 625.00 350 4,375.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 82 1,476.00 147 2,646.00 Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 82 151.70 540 999.00 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF 12 36.00 Sealant, asphalt RI - 14 $ 2.00 LF 82 164.00 540 1,080.00 Shoulder, AC, ( see AC road unit price) RI - 15 $ - SY Shoulder, gravel, 4" thick RI - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 38.00 SY 30 1,140.00 365 13,870.00 Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY 17 544.00 Sidewalk, 5" thick RI - 19 $ 41.00 SY Sidewalk, 5" thick, demolition and disposal RI - 20 $ 40.00 SY Sign, handicap RI - 21 $ 100.00 Each 2 200.00 Striping, per stall RI - 22 $ 7.00 Each 3 21.00 Striping, thermoplastic, ( for crosswalk) RI - 23 $ 3.00 SF 985 2,955.00 Striping, 4" reflectorized line RI - 24 $ 0.50 LF 40 20.00 Page 4 of 9 SUBTOTAL 3,901.70 76,251.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 *KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. I Cost Quant. Cost Quant. I Cost ROAD SURFACING No. (4" Rock = 2.5 base & 1.5" top course) 9 1/2" Rock= 8" base & 1.5" top course) Additional 2.5" Crushed Surfacing RS - 1 $ 3.60 SY HMA 1/2" Overlay, 1.5" RS - 2 $ 14.00 SY HMA 1/2" Overlay 2" RS - 3 $ 18.00 SY HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY 54 1,512.00 HMA Road, 2", 4" rock, Qty. over 2500 SY RS - 5 $ 21.00 SY HMA Road, 3", 9 1/2" Rock, First 2500 SY RS - 6 $ 42.00 SY HMA Road, 3", 9 1/2" Rock, Qty Over 2500 ; RS - 7 $ 35.00 SY Not Used RS - 8 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY RS - 10 $ 33.10 SY HMA Road, 6" Depth, Qty. Over 2500 SY RS - 11 $ 30.00 SY HMA 3/4" or 1", 4" Depth RS - 12 $ 20.00 SY Gravel Road, 4" rock, First 2500 SY RS - 13 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $ 10.00 SY PCC Road (Add Under Write -Ins w/Design) RS - 15 Thickened Edge RS - 17 $ 8.60 LF Page 5 of 9 *KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 1,512.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. I Cost Quant. I Cost Quant. I Cost DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Avera e of 4' cover was assumed Access Road, R/D D - 1 $ 21.00 SY Bollards - fixed D - 2 $ 240.74 Each 9 2,166.66 Bollards - removable D - 3 $ 452.34 Each ' (CBs include frame and lid) CB Type I D - 4 $ 1,500.00 Each 1 1,500.00 CB Type IL D - 5 $ 1,750.00 Each CB Type II, 48" diameter D - 6 $ 2,300.00 Each for additional depth over 4' D - 7 $ 480.00 FT CB Type II, 54" diameter D - 8 $ 2,500.00 Each for additional depth over 4' D - 9 $ 495.00 FT CB Type II, 60" diameter D - 10 $ 2,800.00 Each for additional depth over 4' D - 11 $ 600.00 FT CB Type II, 72" diameter D - 12 $ 3,600.00 Each for additional depth over 4' D - 13 $ 850.00 FT Through -curb Inlet Framework (Add) D - 14 $ 400.00 Each Cleanout, PVC, 4" D - 15 $ 150.00 Each Cleanout, PVC, 6" D - 16 $ 170.00 Each 2 340.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF Culvert, PVC, 6" D - 19 $ 13.00 LF Culvert, PVC, 8" D - 20 $ 15.00 LF Culvert, PVC, 12" D - 21 $ 23.00 LF Culvert, CMP, 8" D - 22 $ 19.00 LF Culvert, CMP, 12" D - 23 $ 29.00 LF Culvert, CMP, 15" D - 24 $ 35.00 LF Culvert, CMP, 18" D - 25 $ 41.00 LF Culvert, CMP, 24" D - 26 $ 56.00 LF Culvert, CMP, 30" D - 27 $ 78.00 LF Culvert, CMP, 36" D - 28 $ 130.00 LF Culvert, CMP, 48" D - 29 $ 190.00 LF Culvert, CMP, 60" D - 30 $ 270.00 LF Culvert, CMP, 72" D - 31 $ 350.00 LF Page 6 of 9 'KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 4,006.66 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Culvert, Concrete, 8" D - 32 $ 25.00 LF Culvert, Concrete, 12" D - 33 $ 36.00 LF Culvert, Concrete, 15" D - 34 $ 42.00 LF Culvert, Concrete, 18" D - 35 $ 48.00 LF Culvert, Concrete, 24" D - 36 $ 78.00 LF Culvert, Concrete, 30" D - 37 $ 125.00 LF Culvert, Concrete, 36" D - 38 $ 150.00 LF Culvert, Concrete, 42" D - 39 $ 175.00 LF Culvert, Concrete, 48" D - 40 $ 205.00 LF Culvert, CPP, 6" D - 41 $ 14.00 LF 25 $ 350.00 Culvert, CPP, 8" D - 42 $ 16.00 LF 40 $ 640.00 Culvert, CPP, 12" D - 43 $ 24.00 LF Culvert, CPP, 15" D - 44 $ 35.00 LF Culvert, CPP, 18" D - 45 $ 41.00 LF Culvert, CPP, 24" D - 46 $ 56.00 LF Culvert, CPP, 30" D - 47 $ 78.00 LF Culvert, CPP, 36" D - 48 $ 130.00 LF Ditching D - 49 $ 9.50 CY Flow Dispersal Trench (1,436 base+) D - 50 $ 28.00 LF French Drain (3' depth) D - 51 $ 26.00 LF Geotextile, laid in trench, polypropylene D - 52 $ 3.00 SY Mid -tank Access Riser, 48" dia, 6' deep D - 54 $ 2,000.00 Each Pond Overflow Spillway D - 55 $ 16.00 SY Restrictor/Oil Separator, 12" D - 56 $ 1,150.00 Each Restrictor/Oil Separator, 15" D - 57 $ 1,350.00 Each Restrictor/Oil Separator, 18" D - 58 $ 1,700.00 Each Riprap, placed D - 59 $ 42.00 CY Tank End Reducer (36" diameter) D - 60 $ 1,200.00 Each Trash Rack, 12" D - 61 $ 350.00 Each Trash Rack, 15" D - 62 $ 410.00 Each Trash Rack, 18" D - 63 $ 480.00 Each Trash Rack, 21" D - 64 $ 550.00 Each Page 7of9 "KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 990 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. 1 Price Quant. 1 Cost Quant. I Cost PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders No. 2" AC, 2" top course rock & 4" borrow PL - 1 $ 21.00 SY NA NA 263 5523 2" AC, 1.5" top course & 2.5" base course PL - 2 $ 28.00 SY NA NA 4" select borrow PL - 3 $ 5.00 SY NA NA 1.5" top course rock & 2.5" base course PL - 4 $ 14.00 SY NA NA UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied byFranchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 Lump Sum Street Light Poles w/Luminaires UP-2 $ 7,500.00 1 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Yard Drain WI - 3 $ 200.00 Each 1 200.00 Splashblocks WI - 4 $ 50.00 Each 5 250.00 Pavement Markings/Stop Bar WI - 5 $ 150.00 Each 5 750.00 Stop Sign WI - 6 $ 100.00 Each 1 100.00 WI-7 WI-8 WI-9 vW -io SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 'KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx 5,413.70 1,624.11 4,930.00 1,479.00 93,612.66 28,083.80 7,037.81 6,409.00 121,696.46 C D Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: PE Registration Number: Firm Name: Address: Jenelle Taflin, P.E., LEED AP 41872 Navix Engineering, Inc. 11235 SE 6th St, Bellevue, WA 98004 Date: Tel. #: Project No: Web date: 04/03/2015 12/20/2018 (425) 458-7896 Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Total Right -of Way and/or Site Restoration Bond*/** (First $7,500 of bond* shall be cash. Performance Bond* Amount (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* AMOUNT 19,639.8 7,037.8 6,409.0 121,696.5 (A+B) $ 26,677.6 (T) $ 154,783.0 Minimum is $2000. NAME OF PERSON PREPARING BOND* REDUCTION: Jenelle Taflin MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION *** T x 0.30 $ 46,434.9 Minimum is $2000. PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND* (B+C) x 0.25 = $ 3,361.7 Minimum is $2000. Date: 12/20/2018 NOTE: The word "bond" as used in this document means a financial guarantee acceptable to King County. ** NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. *** NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY Page 9 of 9 Lams_Bond Quantity Worksheet.xlsx Check out the DDES Web site at www.kinqcountv.qov/permits Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF STORMWATER FACILITIES AND BMPS Grantor: Lam's Seafood Market Grantee: King County Legal Description: See Exhibit A-1 for a full legal description. Additional Legal(s) on: See Exhibit A-2 for King County abbreviated legal descriptions. Assessor's Tax Parcel ID#: 262304-9110, 262304-9079, 883650-0050 IN CONSIDERATION of the approved King County permit for application No. relating to the real property ("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby covenants(covenant) with King County, a political subdivision of the state of Washington and its municipal successors in interest and assigns ("King County" and "the County", or "its municipal successor"), that he/she(they) will observe, consent to, and abide by the conditions and obligations set forth and described in Paragraphs 1 through Form Revised 12/12/06 1 10 below with regard to the Property, and hereby grants(grant) an easement as described in Paragraphs 2 and 3. Grantor(s) hereby grants(grant), covenants(covenant), and agrees(agree) as follows: 1. The Grantor(s) or his/her(their) successors in interest and assigns ("Owners") shall at their own cost, operate, maintain, and keep in good repair, the Property's stormwater facilities and best management practices ("BMPs") identified in the plans and specifications submitted to King County for the review and approval of permit(s) #: . Stormwater facilities include pipes, swales, tanks, vaults, ponds, and other engineered structures designed to manage stormwater on the Property. Stormwater BMPs include dispersion and infiltration devices, native vegetated areas, permeable pavements, vegetated roofs, rainwater harvesting systems, reduced impervious surface coverage, and other measures designed to reduce the amount of stormwater runoff on the Property. 2. King County shall have the right to ingress and egress over those portions of the Property necessary to perform inspections of the stormwater facilities and BMPs and conduct other activities specified in this Declaration of Covenant and in accordance with King County Code ("KCC") 9.04.120 or relevant municipal successor's codes as applicable. This right of ingress and egress, right to inspect, and right to perform required maintenance or repair as provided for in Section 3 below, shall not extend over those portions of the Property shown in Exhibit "A." 3. If King County determines that maintenance or repair work is required to be done to any of the stormwater facilities or BMPs, the Director of the Water and Land Resources Division or its municipal successor in interest ("WLR") shall give notice of the specific maintenance and/or repair work required pursuant to KCC 9.04.120 or relevant municipal successor's codes as applicable. The Director shall also set a reasonable time in which such work is to be completed by the Owners. If the above required maintenance or repair is not completed within the time set by the Director, the County may perform the required maintenance or repair, and hereby is given access to the Property, subject to the exclusion in Paragraph 2 above, for such purposes. Written notice will be sent to the Owners stating the Form Revised 12/12/06 2 County's intention to perform such work. This work will not commence until at least seven (7) days after such notice is mailed. If, within the sole discretion of the WLR Director, there exists an imminent or present danger, the seven (7) day notice period will be waived and maintenance and/or repair work will begin immediately. 4. If at any time King County reasonably determines that a stormwater facility or BMP on the Property creates any of the hazardous conditions listed in KCC 9.04.130 or relevant municipal successor's codes as applicable and herein incorporated by reference, the WLR Director or equivalent municipal successors official may take measures specified therein. 5. The Owners shall assume all responsibility for the cost of any maintenance or repair work completed by the County as described in Paragraph 3 or any measures taken by the County to address hazardous conditions as described in Paragraph 4. Such responsibility shall include reimbursement to the County within thirty (30) days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate as liquidated damages. If legal action ensues, the prevailing party is entitled to costs or fees. 6. The Owners are hereby required to obtain written approval from the King County WLR Director prior to filling, piping, cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated stormwater facilities (such as swales, channels, ditches, ponds, etc.), or performing any alterations or modifications to the stormwater facilities and BMPs referenced in this Declaration of Covenant. 7. Any notice or consent required to be given or otherwise provided for by the provisions of this Agreement shall be effective upon personal delivery, or three (3) days after mailing by Certified Mail, return receipt requested. 8. With regard to the matters addressed herein, this agreement constitutes the entire agreement between the parties, and supersedes all prior discussions, negotiations, and all agreements whatsoever whether oral or written. Form Revised 12/12/06 3 9. This Declaration of Covenant is intended to protect the value and desirability of the real property described above, and shall inure to the benefit of all the citizens of King County and its municipal successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(s), and Grantor's(s') successors in interest, and assigns. 10. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and King County or the municipal successor that is recorded by King County in its real property records. Form Revised 12/12/06 4 IN WITNESS WHEREOF, this Declaration of Covenant for the Inspection and Maintenance of Stormwater Facilities and BMPs is executed this day of , 20 STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: GRANTOR, owner of the Property GRANTOR, owner of the Property , to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this day of , 20 Form Revised 12/12/06 Printed name Notary Public in and for the State of Washington, residing at My appointment expires 5 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, AND OF THE SOUTHWEST OUARTER OF THE SOUTHEAST OUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER, AND OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST OUARTER OF SAID SECTION 35: THENCE SOUTH 87'44O8•EAST ALONG THE NORTH LINE OF SAID NORTHEAST OUARTER A DISTANCE OF 140.16 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 02'2442-WEST PARALLEL TO THE WEST LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 894.23 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST OUARTER OF THE NORTHEAST OUARTER OF SAID SECTION 35; THENCE NORTH 87'50O9•WEST ALONG SAID NORTH LINE A DISTANCE OF 140.16 FEET TO THE EAST LINE OF THE NORTHEAST OUARTER OF THE NORTHWEST OUARTER OF SAID SECTION 35: THENCE NORTH 87'5067•WEST ALONG THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST QUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177.29 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD NO 972; THENCE NORTH 11'5933•'VEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM SAID EASTERLY MARGIN A DISTANCE OF 1771.86 FEET; THENCE CONTINUING ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET, AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08O8., THENCE NORTH 01'0835•EAST ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26: THENCE SOUTH 87'5563•EAST ALONG SAID NORTH LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 26: THENCE SOUTH 87'55O2•EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER A DISTANCE OF 140.16 FEET; THENCE SOUTH O1'1245•WEST PARALLEL TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST OUARTER A DISTANCE OF 1318.77 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 2 FEET OF THAT PORTION OF THE SOUTHEAST OUARTER OF THE SOUTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST OUARTER OF SAID SECTION 26; THENCE SOUTH 87'55O2•EAST ALONG THE NORTH LINE OF SAID SOUTHWEST OUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 140.16 FEET; THENCE SOUTH O1'1225•WEST PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 490.00 FEET; THENCE NORTH 88'4735••WEST, A DISTANCE OF 738.90 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY. MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972. THENCE NORTH 11'5933•'WEST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES. FROM SAID EASTERLY MARGIN, A DISTANCE OF 7.73 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'0808., THENCE NORTH 01'0835•EAST ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5563•EAST ALONG SAID LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 AND THE TRUE POINT OF BEGINNING, AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE AFOREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 2.00 FEET OF SAID DESCRIBED PARCEL AND ALSO LYING NORTHWESTERLY OF A CURVE HAVING A RADIUS OF 35.00 FEET AND WHICH IS TANGENT TO THE SOUTH LINE OF THE SAID NORTH 2 00 FEET AND ALSO TANGENT TO A LINE PARALLEL WITH AND 5.00 FEET WEST AS MEASURED AT RIGHT ANGLES TO THE WEST LINE OF THE AFOREDESCRIBED PARCEL, AS CONVEYED TO THE CITY OF TUKWILA FOR MINKLER BOULEVARD BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9408290325, TOGETHER WITH THOSE CERTAIN RIGHTS IN A 35 F00T NO BUILD CORRIDOR AS DEFINED IN RESTRICTIVE COVENANT RECORDED OCTOBER 20, 1972 AND MAY 2, 1973 UNDER RECORDING NUMBER 7210200584 AND 7305020527. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF LOT 4. UPLAND'S TUKWILA INDUSTRIAL PARK. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 4 OF PLATS, PAGES 8, 9 AND 10, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH 011245•WEST, 426.63 FEET ALONG THE WEST LINE OF SAID LOT TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOUTH 87'5504" EAST, 11. 45 FEET ALONG THE SOUTH LINE OF SAID LOT TO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH 78'3767•EAST, 410.88 FEET DISTANT; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 10'0645•; AND AN ARC LENGTH OF 72.48 FEET; THENCE NORTH 21'2848•EAST, 14.49 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 481. 45 FEET, THROUGH A CENTRAL ANGLE OF 08'00O0••AND AN ARC LENGTH OF 67 22 FEET; THENCE NORTH 29'2848•EAST, 41.25 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 54'1969••AND AN ARC LENGTH OF 389.63 FEET; THENCE NORTH 27'4136" EAST, 29.92 TO A POINT ON THE NORTH LINE OF SAID LOT WHICH IS 405.00 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 87'55O2-WEST 405.00 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING Exhibit A-1: Legal description provided by Limited Topographic Survey for Lam's Market by Axis Survey & Mapping, dated 12/7/18. Per King County Department of Assessments Online Parcel Information search, below area the parcel numbers and associated abbreviated legal descriptions for the subject properties. Parcel Number 2623049110 PORTION OF SE 1/4 OF SW 1/4 - BEGIN NE CORNER TH S 01-12-25 W TO SE CORNER OF SW 1/4 TH WLY ALONG S LINE TO A LINE 6 FEET DISTANT NELY, MEAS AT R/A FROM ELY MARGIN OF SOUTHCENTER PARKWAY TH NWLY ALONG SAID LINE TO POINT WLY OF POINT OF BEGINNING TH ELY TO POINT OF BEGINNING LESS PORTION IN MINKLER BLVD Parcel Number 2623049079 W 140.16 FT OF SW 1/4 OF SE 1/4 OF SECTION 26-23-04 LESS PORTION WITHIN MINKLER BLVD TGW W 140.16 FT OF NW 1/4 OF NE 1/4 OF SECTION 35-23-04 LESS S 430 FT Parcel Number 8835100000 NO LEGAL DESCRIPTION PROVIDED Exhibit A-2: Abbreviated legal description provided by King County. OPERATION AND MAINTENANCE GUIDELINES Operation and maintenance guidelines provided below. NAVIX Lam's Seafood Market — Tukwila, WA Page 45 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL. CONVEYANCE. AND WQ FACILITIES NO. 5 — CATCH BASINS AND MANHOLES Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance Is Performed Structure Sediment Sediment exceeds 60% of the depth from the bottom of the catch basin to the invert of the lowest pipe Into or out of the catch basin or is within 6 inches of the invert of the lowest pipe into or out of the catch basin. Sump of catch basin contains no sediment. Trash and debris Trash or debris of more than 4 cubic foot which Is located Immediately In front of the catch basin opening or Is blocking capacity of the catch basin by more than 10%. No Trash or debris blocking or potentially blocking entrance to catch basin. Trash or debris in the catch basin that exceeds t/3 the depth from the bottom of basin to invert the lowest pipe Into or out of the basin. No trash or debris in the catch basin. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). No dead animals or vegetation present within catch basin. Deposits of garbage exceeding 1 cubic foot in volume. No condition present which would attract or support the breeding of insects or rodents. Damage to frame and/or top slab Comer of frame extends more Than'/. inch past curb face into the street (If applicable). Frame is even with curb. Top slab has holes larger then 2 square inches or cracks wider than ''h inch. Top slab is free of holes and cracks. Frame not sitting flush on top slab. I.e., separation of mote than % Inch of the frame from the top slab. Frame is sitting flush on top slab. Cracks In wells or bottom Cracks wider than'/. inch and longer than 3 feet. any evidence of soil particles entering catch basin through cracks, or maintenance person judges that catch basin Is unsound. Catch basin Is seated and Is structurally sound. Cracks wider than 4 Inch and longer than 1 foot et the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. No cracks more than '/4 Inch wide at the joint of inlet/outlet pipe. Settlement/ misalignment Catch basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Damaged pipe joints Cracks wider than %,-inch at the joint of the Inlet/outlet pipes or any evidence of soil entering the catch basin at the joint of the Inlet/outlet pipes. No cracks more than %-inch wide at the joint of Inlet/outlet pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil. gasoline. concrete slurries or paint Materiels removed end disposed of according to applicable regulations. Source coned 8MPs Implemented if appropriate. No contaminants present other than a surface oil film. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. InleVoutlet pipes clear of sediment Trash and debris Trash and debris accumulated In inlet/outlet pipes (Includes floetables and non-floatables). No trash or debris in pipes. Damaged Cracks wider than Yrinch at the joint of the inletloutlet pipes or any evidence of soil entering at the joints of the inlet/outlet pipes. No cracks more than %-Inch wide at the joint of the inlettoutlet pipe. 2016 Surface Water Design Manual — Appendix A A-9 4/24/2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 46 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL. CONVEYANCE, AND WQ FACILITIES NO. 5 - CATCH BASINS AND MANHOLES MCYrOenance Canponent Detect or Problem Condition When MaNLenance is Needed Results Expected Mien Maintenance Is Pertained Metal Grates (Catch Basins) Unsafe grate opening Grate wth opening udder than'/. ,Inch. Grate opening meets design standards_ Trask and debrh Trash and debris ttmt Is blocking more then 2095 at grate surface_ Grate tree of trash and debris. footnote to guidelines for dispose/ Damaged or missing Grate missing or broken member(s) el the grate. Any open structure requires urgent maintenance. Grate is In piece and meets dea(gn standards. Manhole CovedLid Covertild not In place Coveold Is missing or only perUaRy In piece. Any open structure requires urgent ttrauttenance. Coveeld protects opening to structure. Locking mechanism Not Working Mechanism cannot be opened by one maintenance person with prayer tools. Brits cannot be seated_ Selldocld ng covernidd does cot work. Mechanism %ens ark proper tools_ Gavernid dead in Remove e One maintenance person cannot remove cover/lid Ritter applying 80 lbs. of IIR. Covenant can be removed and reinstalled by one ntalnteeance person. 4124.2016 2016 Surface Warr Dtsi r Manual— Appendix A NAVIX Lam's Seafood Market —Tukwila, WA Page 47 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL. CONVEYANCE. AND WQ FACILITIES NO. 6 - CONVEYANCE PIPES AND DITCHES Maintenance Component Defect or Problem Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Pipes Sediment & debris accumulation Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. Water flows freely through pipes. Vegetation/roots Vegetation/mots that reduce free movement of water through pipes. Water flows freely through pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, connote slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective coating or corrosion Protective coating Is damaged: nisi or corrosion is weakening the slnictural integrity of any part of Pipe. Pipe repaired or replaced. Damaged Any dent that decreases the cuss section area of pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Pipe repaired or replaced. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Trash and debris cleared from ditches. Sediment accumulation Accumulated sediment that exceeds 20% of the design depth. Ditch cleanedlllushed of all sediment and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants end pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of aocording to applicable regulations. Source control BMPs Implemented if appropriate. No contaminants present ether than a surface oil film. Vegetation Vegetation that reduces free movement Of water through ditches. Water flows freely through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Slopes are not eroding. Rock lining out of place or missing (If Applicable) One layer or less of rock exists above native soH area 5 square feet or more, any exposed native soil. Replace rocks to design standards. 2016 Surface Water Design Manuel — Appendix A A -I t 4.r24/2016 NAVIX Lam's Seafood Market — Tukwila, WA Page 48 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL. CONVEYANCE. AND WQ FACILITIES NO. 6 - CONVEYANCE PIPES AND DITCHES Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance Is Performed Pipes Sediment 8 debris accumulation Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. Water flows freely through pipes. Vegetation/roots Vegetation/roots that reduce free movement of water through pipes. Water flows freely through pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries of paint Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective coating or corrosion Protective coating Is damaged; rust or corrosion is weakening the structural integrity of any part of pipe• Pipe repaired or replaced. Damaged Any dent that decreases the cross section area of pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Pipe repaired or replaced. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch end slopes. Trash and debris cleared from ditches. Sediment accumulation Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned/flushed of ail sediment and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or poNution such as oil, gasoline, concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs Implemented If appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water through ditches. Water flows freely through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Slopes are not eroding. Rock lining out of place or missing (If Applicable) Ono layer or Tess of rock exists above native soil area 5 square feet or more, any exposed native soil. Replace rocks to design standards. 2016 Surface Water Design Manual — Appendix A A -I 1 4/24 2016 NAVIX Lam's Seafood Market — Tukwila, WA Page 49 AI'l'ENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL. CONVEYANCE. AND WQ FACILITIES NO. 11 - GROUNDS (LANDSCAPING) Maintenance Component Defect or Problem Conditions When Maintenance Is Needed Results Expected When Maintenance Is Performed Site Trash or litter Any trash end debris which exceed 1 cubic fool per 1,000 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Trash and debris cleared from site. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed according to applicable regulations. No Bangor of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil. gasoline, connote slurries or paint Materials removed and disposed of according to applicable regulations. Source control BMPs implemented it appropriate. No contaminants present other than a surface oil film. Grass/groundcover Grass or groundcover exceeds 18 inches in height. Grass or groundcover mowed to a height no greater than 6 Inches. Trees and Shrubs Hazard Any tree or limb of a tree identified as having a potential to fall end cause property damage or threaten human life. A hazard tree identified by a qualified arborisl must be removed as soon as possible. No hazard trees In facility. Damaged Umbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Trees or shrubs that have been blown dovm or knocked over. No blown down vegetation or knocked over vegetation. Trees or sfwubs free of Injury. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the roots. Tree or shrub In pace and adequately supported; dead or diseased trees removed. 4/24/20I6 2016 Surface Water Design Manual — Appendix A A-1 6 NAVIX Lam's Seafood Market —Tukwila, WA Page 50 APPENDIX A MAIMENANCE REQUIREMENTS FOR FLOW CONTROL CONVEYANCE. AND WQ FACILITIES NO. 35 — SPLASH BLOCK BMP Maintenance Component Detest or Problem Conditions When Maintenance is Needed Results Expected When Maintenance la Performed Site gash and debris Trash and debris accumulated on the splash block. Splash Nock site tree of any trash a debris. Splash Block babdged Spiesb bock moved from outlet of downspout. $plash Nock correctly positioned to retch discharge from downspout. Channeling Water coming o11 the splash Nock causing erosion No erosion own from Me splash block_ Downspout water misdirected Water coming from the dowrspout Is net discharging to the dispersal area Water Is discharging normally to the dlspersal area. Inspection Frequency Annually and alter large storms. Rain harvesting equipment is lunatioNng nameej. 2016 Surface Warn Design Manual - Appendix A 4!242016 A-41 NAVIX Lam's Seafood Market —Tukwila, WA Page 51 APPENDIX A EXISTING AND PROPOSED CONDITIONS EXHIBITS NAVIX Lam's Seafood Market - Tukwila, WA la\Jackson Man \Lam Seafood \2Drowings\LSTU_I20G.dwg Mar 22, 2019 - 3.45pm s 3 -SD 55 w 50 40 ♦ w 01 Irr SG SS -5n 5D SD SS '2566-TC W 25.16 BBC w - 2609 TC J L 25.59 BC III -2] 91 TP r o = 15 57 O.(E) h6,1e ' � i) 57 26 �L- -lJ._ ♦\_fY_I h'I 1 -26 10 255IPTP 25.74 IC 2514 BC w 25.25 (N.E.)- '2575 TC (ME.) 25 25 SC (41 E.) 25.69 TP 2602 (N.E.I STORM DRAINAGE NOTES (NAVIX) 2592 TP 25 91 TP 25.75 ro 94 -TP! 26.10 2620 (M.C. 26 20 (,lE) 1C' ELEC'RIC :©ES- RSC 76)01220665 5D w 55- 5D 25.24 IC/BC 25 2,1C/BC w 7557'ro--.25.06 TC/BC' 2574 TC 25:67 IC )5 25.24 BC I5.1] BC 2553 TP2520 TC/BC - 0-5 2_6TP 1j '2577'TP7 I 25 }}� 15'S�S psi ST'TrT�� - - Y5' TP ' Ir-" ,i - J-_L'.i� [p - 26.10 14 ' JLL. 2598 TC i I 2589 TC 1 25 49 TP, 7 1 25.48 BC 26.00 iD _ _ 25.35 TP` I 25.39 BC 7J- - Y584-(u_E - 2256.7277] BCC(Jy./260BC�2uE.)�2595(M EJ5.40 1 2 25.54 (M.[) }6.49 TC 26.18 TC26 3 C I,IL_P - 25%1 TC 2]74 (uE) 21]iC ✓// 2588 BC -I� .---_� i 2665 BC ✓J 22 .1 TP - r 26.10 26.10 .♦a O I ,26.07 TP 1 426.13 TP I I� wool - 2610 TPI26.10 TP I4 25.76 (M.E) Q i . _. , I 2 ..0 (N.E.) /✓/y.- +1)1KI \, Jil 258i'(M E.)!. I 2502J -fJ C0Nm4CT0P TO ADAIST MN 10 OR ADE ' I . AND PEPL4CE 1.T11 50UD LOCOING LID NEw_RIMN 25_71 if 1 I j c C n. 7.16 n I rr. • 1,' ,ii(: vv`IE '4 F 1 I '`IJ SD SD 56 -SD 16 10 TC 26.03 BC 26 10 TC 26.08 BC 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE. AND FEDERAL STANDARDS 2 EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED. AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS 3 IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 4. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS Iv REINFORCED CONCRETE PIPE. OR APPROVED EQUAL. TO SUSTAIN H-20 LOADING. 5 ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH -WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N-0. 012 OR LESS. 6. STORM DRAINAGE PIPE SLOPES SHALL BE NOT BE LESS THAN 0 5%. 7. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 8. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 9. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT. AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM- OR -DRAIN". 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL 13. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 14. RIM FOR CURB INLETS REFERS TO THE ACCESS LID. SEE CIVIL FINISHED GRADING PLANS FOR CURB INLET ELEVATIONS AT THE GUTTER LINE 25 61 TC 25.11 BC 25.79 IC 25.29 BC 2600 TP TP 25.51 TC 25.01 BC �! 25.43 TC I 24793-11C =w- .T r Ss.SJro 25.55-ro 25 44 ro - 1 D i ' 1 26.60 TC _ 1610 BC_ 26 54 � I 0--L ) 26.60 (NE) 26 30 TC 2580 BC J � 26.25 TP 26.26 1P - o�z 25' CIS r�(4-)--�.- ; 29 ,6 TCI7i C(LIE )-( 2586 8C 25182 IC I. 25;32 BC: 225% \,_25. 26.10' TC 25 29 BC 1 I I 25.17 TP I I 2566 (N E.) I� w II I Hi" / STORM DRAINAGE NOTES (CITY OF TUKWILA) C 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GU DELINES AND DESIGN AND CONSTRUCTION STANDARDS. AND THE ADOPTED 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. MINKLER BLVD. W w_ -55--55- I 30' ROAD & �U'IUTY E`;MT. RFC.J 60_`2087.1 --SD---_---. SD- / EARTHWORKS (NAVIX) S5 I -•-_._ SS__ J SS -- 1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL EXCAVATIONS IN A SAFE MANNER. PROVIDE APPROPRIATE MEASURES TO RETAIN EXCAVATION SIDESLOPES AND PREVENT ROCK FALLS. TO ENSURE THAT PERSONS WORKING IN OR NEAR THE EXCAVATION ARE PROTECTED. 2 NAVIX HAS NOT DESIGNED OR REVIEWED. IS NOT RESPONSIBLE FOR, AND DOES NOT CERTIFY ANY ASPECT OF ANY EXCAVATION SHORING SYSTEMS AND/OR SAFETY SYSTEMS FOR ANY EXCAVATION WHICH MAY BE DESCRIBED. SHOWN. OR DEPICTED. DIRECTLY OR INDIRECTLY, ON THESE DRAWINGS. 3. ELEVATION SLOPES SHOWN AT TOP OF OPEN CUT LOCATIONS ARE APPROXIMATE. 4. SEE STRUCTURAL DRAWINGS FOR LOCATION AND ELEVATION OF FOOTINGS AND LIMITS OF SLABS. 5. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT OF BETWEEN EIGHT AND THIRTEEN PERVENT DRY WEIGHT AND PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS, PER 2010 TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. SECTION 5.6. B.1. 6. APPROx. EARTHWORK VOLUMES: CUT = 25 CY FILL = 185 CY NET = 160 CY (FILL) (THESE VOLUMES ARE BASED ON AN APPROXIMATE ANALYSIS BETWEEN EXISTING AND FINISH GROUND CONTRACTOR SHALL NOT RELY ON THIS INFORMATION AND BE RESPONSIBLE FOR CALCULATING THEIR OWN VOLUMES BASED ON THE CITY APPROVED DRAWINGS). 36 05' R 0 10 20 40 SCALE' 1 inch =20 ft. LEGEND - 21- - 20- XX XX XX% iteh MINOR CONTOUR MAJOR CONTOUR SPOT F.I EVATON SLOPE ARROWS STORM DRAIN PIPE ROOF DRAIN LINE SPOT ELEVATION ABBREVIATIONS: 7C. TOP OF FACE OF CURB BC. TOP OF PAVEMENT AT FACE OF CURB 7P: TOP OF PAVEMENT ME: MATCH EXISTING STORM STRUCTURE SCHEDULE DESCRIPTION CLEANOUT Oj RIM = 25.88 6" IE = 23 38 (NW) CLEANOUT = 25.73 ORIM 2 6" IE = 23 22 (NE) 6" IE - 23 22 (SE) 6" x 8" WYE CONNECTION Ex 8" IE = 2211 (E,w) ONEW 6" IE = 22.28 (5) CONTRACTOR TO FIELD VERIFY SD LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. AREA DRAIN O RIM = 25.48 6" IE = 22.98 (5) 6' X 8" WYE CONNECTION Ex. 8" IE = 22.70 (E.W) ONEW 6" IE = 2287 (N) CONTRACTOR 70 FIELD VERIFY SD LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. CHAIN DOWNSPOUTS TO CONVEY CANOPY O DRAINAGE INTO LANDSCAPE. REFER TO ARCHITECTURAL PLANS FOR DETAILS. SPLASH BLOCKS TO BE USED AT O7 DOWNSPOUT LOCATIONS IN PLANTER PER DETAIL 3. SHEET C-2.1 STORM PIPE SCHEDULE PIPE # DIAMETER LENGTH (FT) SLOPE 16 1.07. 2 6" D I. 6 15.7% 3 6• DI 3 22.3% JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 1208 324.4800 WWW.JACKSONHAN. COM NAVIX SITE I CIVIL 11776..del Ana 14m461 NO ;9V22/2675 PROJECT NO.: PROJECT MGR.- DRAWN BY. CHECKED BY: 50528008 JKG JKGIRJH JET GRADING AND DRAINAGE PLAN C-2.0 ♦AOt !MAIN MmITECNE Fa• 2014 --SD 5:) 50 w 1 —r r65 S SS ---SS w w I —sr 5 so-- , 1 L_J • • 0- KEY NOTES: sU SD 5s SO SO 5D 55— S- 5 — 1C ELECIR:C 16 ESMT. REC N0. 7610120665 w 50 SO 50--�5 —MIN—so— — — I KLER BLVD. O — —O 0 I/ Y.11 so- - --SS O ASPHALT PAVEMENT RS-03 C-1.I /\ C-11 CONCRETE PAVEMENT. CONCRETE SCORING PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER CONCRETE SIDEWALK. CONCRETE SCORING O PATTERN AND COLOR TO BE DETERMINED BY ARCHITECT/DEVELOPER CONCRETE CURB AND GUTTER EO VERTICAL CURB BOLLARD (TYP.) ik Mk SAWCUT EXISTING PAVEMENT. MATCH. AND JOIN WITH AR-4000 OR APPROVED EOUAL. FIRE LANE STRIPING (SEE NOTE 1 THIS SHEET) TRAFFIC ARROWS (TYP.) a OK 4- WIDE WHITE STRIPING AT 45-DEGREES AT 18' 0 C. (TYP.) O ACCESSIBLE PARKING SPACE. SIGN. SYMBOL Mir OGENERATOR PAD AND GENERATOR DESIGN TO BE PROVIDED BY THE STRUCTURAL ENGINEER �\ /1 OTYPE A PERPENDICULAR ADA RAMP f-1015-03 1-4510-02 WITH DETECTABLE WARNING SURFACE O STOP BAR AND STOP SIGN OP TIE INTO EXISTING VERTICAL CURB (TYP ) OTIE INTO EXISTING CONCRETE SIDEWALK (TYP ) CONTRACTOR TO ENSURE PROPER DRAINAGE AND ADA COMPLIANCE. OR TIE INTO EXISTING CURB AND GUTTER (TYP.) OS COOLER. (SEE ARCHITECTURAL PLANS) O PATIO AREA (SEE ARCHITECTURAL PLANS) OV ROLL -UP DOORS (TYP.) (SEE ARCHITECTURAL PLANS) WO CANOPY (TYP.) (SEE ARCHITECTURAL PLANS) OX CANOPY COLUMNS (TYP.) (SEE ARCHITECTURAL OY CART CORRAL (SEE ARCHITECTURAL PLANS) z, STRUCTURAL CONCRETE PAD DESIGN AND BACKFILL RECOMMENDATION TO BE PROVIDED BY THE STRUCTURAL ENGINEER PLANS) AA ASPHALT RAMP FOR COOLER DELIVERIES. SEE GRADING PLAN FOR ADDITIONAL INFORMATION. -- SS 30' ROAD & 10 UT,I ITY ESMT. RFC :10 6050874 _SC I S5 SS — 5D -- yQ eV 7 / ,,--,. / ////\ / / / / / / / SO NOTES: FIRE LANE STRIPING PER CITY OF TUKWILA FIRE DEPARTMENT STANDARDS. FIRE LANE STRIPING TO BE DOUBLE COATED PAINTED YELLOW ON TOP AND SIDE OF CURB. EXTENDING THE LENGTH OF THE DESIGNATED FIRE LANE. PAVEMENT NEXT TO THE CURB TO BE MARKED WITH MINIMUM 18 IN HEIGHT BLOCK LETTERING WITH MINIMUM 3" BRUSH STROKE LETTERING READING "NO PARKING - FIRE LANE AT 50 FEET ON CENTER. A 0 10 20 40 SCALE. 1 inch = 20 1l. LEGEND 36.05. R ` , R/W I 0 3(1' RA.ILROAD_, ESMT PROPERTY LINE SAWCUT LINE FIRE LANE STRIPING PROPOSED CURB PROPOSED CURB AND GUTTER PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 98104 1208 324.4800 WWW.JACASONMAP4 C041 NAVIX �,m a1s.1 SITE 1 CiVIL 426 aSl 1601 .....ego—. 04/22/20/9 PROJECT NO.: PROJECT MGR.' DRAWN BY: CHECKED BY: 30528008 JKG JKGRJH JET SITE IMPROVEMENT PLAN JO 4" WIDE. SOLID WHITE PAINTED STRIPE (TYP ) OPROPOSED CLOCK TOWER ENTRY (SEE ARCHITECTURAL PLANS) C-1.0 MH 1 8' PVC IL 12.65 5 18- 1E 1219 C9w (CENTER CHANNEL) LLI w D 304PH V7 FFCm16.1 LEGEND RIM 24.50 6' DI if 22.85 w PIPE HAS TURN DOWN SS 4"4 4"u : u FF(-259' CO 0 A N ICU EB POWER JUNCl101 BOX POWER VAULT STREET u01(T POWER TRANS(ORuCR CABLE Tv R5ER CR0S5wALK POST 9NCLE BUTTON CLEANOUT SANITARY SEWER MANNOEE CATCH BASIN STORM DRAN 110980E CULVERT FIRE OEPART4ENT CONNECTOR FIRE HYDRANT RIRIGATION CONTROL vALVE wA1ER METER 66 WATER VALVE GAS METER m GAS VALVE BOLLARD 0 5E1 BENCHMARK W FOUND MOFIU4ENT IN CASE YYB DOUBLE YELLOW BUTTONS (Y-'0-Y"YY) CMU RC1AIN:NC WALL E815TING RETAINING WALL G 55 SD SOW 3414 R11 23 94 1a" DI IE 1784 5 54" IE 16.66 E8w (CENTER CHANNEL) • I s 5561H 2222 3 RIM 2351 24' IE 12.61 N RIVER ROOK Rim 13.34 16- CONE 1( 1779 16' CDNC IE 1742 N OCDA Rim 2336 12-PVC if 18.59E 12' PVC IE 1856 w LJ CONCRETE PA'ANG ASPHALT PAVING 80111NG5 SCHEDULE B SPECIAL EXCEPTIONS CHERRY IAPLL POWER UNE IELECO4MUNICATICNS LINE CABLE LINE ATCR TINE WATER LINE PER RECORD GAS UNE CHAIN LINK FENCE LATE (CLFNC) SANITARY SEWER LINE 510RM DRAN UNE STORM DRAN LINE PER RECORD 5514H 2223 RIM 23.65 18' IE 12 73 5 18' IE 1248 E 10' (L(C181C ESMT. REC N0. 16 7610120665 RIM 25.24 4 PVC IC 21665 1", PVC IC 21.54 w a' PVC if 2.49 E R4 2437 6' DI 1E 22 37 5 RIPE HAS DOWN TURN CB 2508 R14 24 38 12- CONE 1E 20 08 N CB 2210 Rim 24 03 4" PVC IE 21.40 5 6' 011E 11.12E D0 NOT ENTER 15' UTLITY E941. 13 REC N0. 7207175017 25' ELEGEM ESMT. REC N0 6411290968 EASE9ENIS ANC LEGAL DCSCRIPT10 ARC HA1I11 UN THE ALTA COMUITMENI BY FIRS, 414IRICA1 TI LC INSLRANCC COMPANY. CROEF N0 NC5-926286-WA1 CAT D NAY 5. 2018. AT 7.30 A 4 PCRI41N5 TO REAL ESTATE EXOSE TAX 7 PERTAINS TO G(NSHAI TAXES. 3 PERTAINS 10 G(NEHAI TAXES PERT41N5 10 GENERAL TAXES 5 PERTAINS TO GENERAL TAXES. 6 PERTAINS TC CITY LIEN PCRT4.NS TO CITY LICV 8 PERTAINS 1v CITY LIEN 9 PERTAINS 10 CLAY TIE'* 10 SJ6JCC1 TO EASEMENT. INCLUCINC TERMS AND PROWSIONS CONTAINED THEREIN R CARDING ROAD AND UTlLIl1E5 PCR REC N0 6050874 --SHOWN-- 11 SOBJCCT TO RESTRICTIONS. Cd40T10N5. OEUIU3ONS. NOTES. CASEMENTS AND PR0V190N5 IF ANY. AS CONTAINED AND/OR CELINEAI(D ON THE FACE CF THE P_AT OF JPL4ND'S FJNW_4 INDUS7RIA1 PARK RECORDED IN AT)_I4E 104. RAGE e. IN KING CCJNIO.-0ASHINGTCN--E94T5 SH015151-- 12 5J6JCC" 10 EASF*EN15 CONTAINED -HEREIN PER R50 NC 13 14 15 16 17 18 •9 551.M 1713 RIM 25.15 8" PVC IE 10.52 N 18" IE 10.52 819E (CENTER CH44NE1) SIGN KIOSK 30' UN10N PAOr1C RAILROAD EASEMENT PER SOUTH CENTER SONAR£ BINDING SITE PLAN /2008092300110i (THIS EASE1CNT MAY NOT EXIST. SHOWN ONLY A5 A NOTIFICATION) ,VAT 7623C431'0 R4 24.49 12' CONE IE 20.48 N FIT-25.9'J rrE-25. a' RESERVED PARKING "3' L.\\.\\\ 2� CB 2344 1 ,! RM 23.91 -. - B. PVC 1( 21. 98 BT4 DROP PIP[ 21.71- `'1 1B4' 8'4, y 24.47 -25 _ .__- SSMH 1E50 Rim 24 93 8" PVC IE 14 71 5 8- PVC if 13 78. N CB 1840 R4 24 45 6' d 1E 22.93 w PIPE A5 DOWN TURN 5S CURB CUT 0 w 0 m G Q • J(-5 w LLJ Ln Col/WATER SEPARATORS 7206330495--D0W11ENT5 NOT PROv1DC0 FOR (54T5. CONTAINED WHIN THIS DOCUMENT-- 5013.601 10 I AS(12ENT. INCLUDING TERMS AN' FR0'1H510N5 CO4IAINIO IRNLIN REG4ROINC UTILIT ES PER REC N0 7207170517--5HDVN-- SuBJECT TO COVENANTS. CONDITIONS. RE51RICnCNS AND/OR EASE1FNTS PER REC. N0. 72,020058. AND 7305020s], --SHOWN-- SUB.EC1 10 RE TERMS. PR0w9CN5 AND EASENENI(5) CONTAINED IN THE DO:UUENT CN"I'LCD 'RECIPROCAL EASE MINT RECORDED S(PITu9I H '! 1974 AS RCC:MIINC N0 7409130481 0E OFFICTAT 4(1111)S--AFFECTS SOUTHERLY PORTION 06 PARCEL A-- 106,ECT TO EAS(0CN', •.NCI I. DINT: '111M5 AND PRC,S11wS CONTAINED TICRC1N REGARDING. IINI:' 03(100N9 (LECIRID PER REC N0 /!.101 ]C665--5140WM-- SuBJCC1 TO RESERVATION O 111NIRAI RIGHTS PER RIC N0 7806080/H3 - -N01 810896 LE-- 9.B.CCT TO EASEMENT. INCLUDING. URNS AND PROVISIONS 501)49!11 NI MEIN REGARDING UNDERGROUND ELEC'RIC PER RED NO '001080562 --AS CONSTRUCTED-- V.0.)CC' TO PESTRIC11CN5 C(N1'NIICNS. 0531CAT.CNS. HUES. 5A5EMIN", ANC. PROWS DNS. Ir ANA. AS CONTAINED AND/CR REV* DESCRIPTION OF REVISION DATE BY 51 UPDATE EASEMENTS 10/19/18 IM 52 REVISED STORM DRAIN FACILITIES 12/7/18 Tl0 !4 55 _ CC LIMITED TOPOGRAPHIC SURVEY 814 24.25 6' 01 IE 22.41 6' DI if 21.70 5 PIPE HAS DOWN TURN PIPE HAS 00WN TURN NW COICNER CE SW 1/4, SE 1/4 SEC 28 RR TRACKS (P9RTALLY TINDER SPHALT, CONES W ) CONCRETE TILT -UP BUR0ING RESERVED PARKING P51 BENCH BOLDING COLUMN (TYP) CB 1611 w/ 50LID LID RNA 22.22 : PVC1E 14.01 w HAS PUMP IN STRUCTURE UND(1CRMN(D OUT 1OC9T10N ww NIA b l b f v. 6 PVC 2' OAP CH 1614 Nu. 2216 44 PVC IC 2013 E CB 1616 RIM 25 51 12" CMP if 2228 NE 12' CMP if 22 28 W CB 1615 R114 26 20 IC 22.67 M 1E 22.12 S 1E 22.09 E 10' ELECTRIC 16 ESN1. ROC. NO 7610120665 5R4X2215.805(9 4 8' P vC IE 15 27 5 8' PVC IE 15.13E R14 24.6W 4" PVC IE 23.44 CB 1618 R4 24.90 8" CONE IC 21 50 N 12" CPP IE 21 17 E CB 1619 RIM 25 07 12' CPP 1E 21.05 w 12' CPP if 20.95 S TPN 26230,9079 NOTES • CONTCJRS ATER'.A_ 0(01,5D %RCN CTRCO" FELD 06SC14VAION TH15 SURVE" MEETS ..NITED STATES NAIIO.1A_ MAF ACCURACY STANDARDS FOR VERIICAI ACCLRACY OF ONE HATE THE CON1d1R IN,E8V4L UNDERGROUND U11L111L5 W£8L LUTAILU BASED ON ,HL SURFACE (MDCNCC 0r Un6In(5 (PAINT *ARKS, SAw CUTS IN PAVEMENT, COVERS, LIDS, ETC). THE CONTRACTOR SHALL V_R:FY THE EXACT LOCATION, ELEVATION AND SIZE CF EXISTING UTILITIES PRIOR 'O CON0IROC'ON THE NFOFRAION DEP OHO ON --S NIP REPRESENTS TA( FCS_LTS Cr 4 S,Rv?" CONCLUCED ON 5EP15u8ER 25. 22.19 AND Cl' ONLY RE CCN0DERCC AS INDICATING THE GENERAL CONO.TICNS CX.ST NS AT THAT DuE PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE r1CLD MEASURED UTILIZING GLOBAL POSITONINC SYSTEM (CPS) SURVEY TCCHNIO'J(5 USING LEICA C514 CPS/CLASS (OUTPMCNT ECY: ANENT 9ONUMCN' POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING CPS -SURVEY TECH51CUE5 'AERIE TIED INTO "HE CONTROL PO'NTS UTILIZING IC:T) ELECTRONIC '20) -ETA_ 31AT10N5 FOR THE MEASLRCMENT OF 67 H 4NC_ES AND IN514NCiS THIS SURVEY u11:S OR EXCEEDS ,Hi S,ANJ4RDS SET BY W'ACS 332-T3G-C80/C90 TEMPORARY BENCHMARKS 0 THU A SET 'X' ON LOP WESTERLY 3/4" BOLT 1N CCO-BLOCK WALL AT SOU1HC45"ERLY END Cr TO=OGRAP.RC MAPPING ELEVATION: 27 93 *mu •e SET mAG NATI w/AXIS CCNTRO NORTH END CC PLANTER ISLAND ELEVATOR: 24 47' SH(R 'N PARKING 101 S4 EAST OF FRONT OF PARTY OTY DELINEATED Or. THE 14C6 OF THE 0.41 CF I:PL4N0 DRI VE. 9U51NESS PARK CCNCCu1N1Uv R5COR'EC IN vCLUUE 3) CF CO.70MNJM PLATS_ PACE 73 IN 1K;NG CCJN'1'. w45HINGTCN --NO NE. CUM-- 20 SLBSCI TO TERNS. PR0v190N5 R(QU•R(91NTS AND LIMITATIONS CONTAINED IN THE HORIZONTAL PROPERTY RELINES ACT, CHAPTER 156. LAWS OF 1963 (ROW 64.32) A5 Now AMENDED CR AS Il NAY HEREAFTER RC A1ENDCD--NO E5415-- 21 SUBJECT TO ANY SIGNS 5M5'T NOW CR HIM AI ,ITT _SHED UNDER THE DRIVE BU 5 36 'HE CO11]OMINIUM OFCIARAnd4 OF LP_ANO ORIV£ DUSNESS PARK OWNERS n55OC1A'159 OR ANY A*ENCM(NT(5) ,11ERC'O. CA J50ER ,HI UY-LAWS AD0PTE0 -PU-RSUANT TO - SAID CECLARAT1()14 NONE DJC AND PBECT NO C5415- 22 SUBJECT TO THE (STE AA1 CONTAINED IN 1111 00(Uu(NT DRIVE ED 'BINDING 9TF. l*PROVEMENI PLAN FOR UPLAND DRIVE PARK- RECORDED SFRIEu8(0 06. 1584 AS RECORDING --NO 90 8409060875 --NO NEW CSMTS-- 23 SUB.IEC1 TO EASEMENT. TERMS AND PBOV9O15 C0NI A INCC 'HEREIN RECARO.NGAR0.5G LNDCRCROLNO ELECTRIC FER REC NC 941'29'S68--SH0wN-- 24 5l'8315' TO EASEMENT. INCLUDING T(R85 ANG. PRCN51ON5 _sSMH 1687 RI4 25. 41 8' PVC 0 10.65 5 18' if 1066 w 18" IE 10 54 E 55*H 2115 RIM 25 37 8' PVC IC 1322 5 a" PVC if 1371 NE INSIDE DBOP NE 13.98 8" PVC if 1306 NE H. 76, RIM 25 10 12' CPP if 1994 N 12" CPP IE 1994 RIM 25.70 24' CMP IE 16 30 5 24" CMP 1E 16 30 N TOP 24' STAND PIPE 20.20 WATER 17.8 R4 2569 UNABLE TO MEASURE DUE TO low CEILING AND PIPES BEING HIGH IN STRUCTLME IA 8011014 15.59' RIM 24.39 WATER 17.8 12' CONE IE 22.16 5 (DETENTION FAULTY ACCESS 41ANHO4L) SSAIH 1686 R41 25.24 8' PVC IE 11.745 11 61 CB 2510 1-I RIM 2418 12' DI 1E 21 81 5 50MH 2511 N. RIM 24.36 12' CONC IE 17.83 5 12' 01 1E 17.79 N RIM 24 12' CCNC if 20.62 5 BLVD SS 55 VCR }TEAT CURB I•161C 6�rL{I. awl AIEW.TrFp1�_�I' : CYV( RAT 26 2 16 8' CPP IF 2.07 .07E CB 1676 R44 24 53 12' CPP if 20.51 E 12' CPP IC 20.49 SE 12' CONE IE 20 AS N CB 1671 R14 24 39 12" CPP IE 20.84 E 12' CPP 1E 2084 w 411 RIM 24.82 6" PVC if 2291 W 12' GIP 2 22 75 5w' I _P END OF WATER LOCATION SIGNAL 5CLENC / / 2'CY CULv 12"CMP if - 22.49' ram A 43 ELF V' SET 'X' % O1 5181TOP WESTERLY BOLL OF CCO BLOCK wµL 1460' RESTRICTIVE NO BU1l0NG COVENANT RED. N0. 7210200584 CON-A:NED 1Hi REIN REG4RD190 UN0(4143UND EL6C TA 1'ER REC NC 5812270337--AFFECTS SOUTHERLY PORTION OF PARCEL A-- ]5 SUBJECT TO E45(9(N1. IN.',0DR.3 TERMS AND PROn9U55 CORTA'N(D 'ALAI N K(G4RU19G UNULHGNJUNU ELECINIC PI R REC. NO 8812270337--AS CONSTRUCTED-- 26 SUBJECT TO THE TERMS AND PRON90NS CONTAINED IN THE DDCUUENI ENTITLED 'AGREC4(Nl-, EXECUTED BY AND BETWEEN CITY OF TUKYALA. A WASHNGTON MU91CIPA'_ CORPCRA1CN AND PACFIC NORTHWEST GROUP A A _GIN, VENTURE. RECORDED SEPTEU0ER 2', 199' AS :551600FN, NC 5109270299 O OFFICIA_ RECORDS --NO ES4TS-- 27 PERTAINS TO LEASE 26 PERTAINS TO LEASE 29 SUBJECT 713 THE TERMS. PROMS iN5 AND EASEMENT(5) CONTAINED IN THE UOCU9CNT ENTITLED DCCLARA110N OF RECIPROCAL ACCESS Ai40 PARKING CASEMENT AGREEMENT' RECORDED AUGUST 21. 1998 AS RECORD:NO N0. 9808210n5A 05 CFFIOAL RECORDS --BLANKET ESMT-- 5n PER1A'NS TO LEASE a_R1A NS 73 LEASE 32 SLPICC' TC E45L*ENT AS ULIN141ED O4 "NE FACE Cr THE SUR'4EY RECORDED VASE 11. '999 UNDER RECORDING No 35' / AND 863510000E GUTTER (iYP 12-Cr RR IR]4 RIM 2588 8' CPP IE 22.07 NE 9LROAD TRACKS w/ASPHALT IN BETWEEN SSW 1623 RIM 25.47 8' PVC lE 1482 5 8" PVC IE 14 42 W 8" PVC IE 14.31N 36.05' RAILROAD II R/w E94T. .---"---OUIFALL POND MICA (DENSE SHRUB fiCIFNC NW 5'CL(NC SW6SE • 30' RAILROAD R/w [SW. Q9 CB 162K RIM 2619 8" CPP IE 21.39 w 8' CPP IE 21 39 5w 12- CPP 1E 21.28 C EDUND TACK IN LI4D IN CONC. �00W1 0.70' IN CASE 05/04/17 CONTROL 1'=200' 990':129003. N V'0IUMI '29 OF S0R`.EYS. AT PAGE 173. N KING COUNTY 445019CTDV --NO (51.11 SHDVN-- 33 SJIi3IC' 10 EASE0EN1. IN'. Il01NG 15R*S AND PR7V'9CN5 CCN,AN111 THEREAT REGARDING GAS 6 (LECTR'C PER REC NO. 2091071500C100 --AS CONSTRUCTED-- 34 PERTAINS TO LEASE 35 PERTAINS TO LEASE 36 PI14T INNS 10 LEASE. 37 PERTAINS TO LEASE 38 SUBJEC' TO EASEMENT. INCLUDING TERMS ANC PRO5190.95 COMA NIT: 'HEREIN RIC4RI:INC CAS PER REC. NO 2003)41030093'.--AS 509918851(0-- 39 FERIA NG lO LEASE 40 PEN,*01' TO LEASE 41 SJEJCC7 TO THE FCLLC6INC FAA -'FRS C'SCL05E0 UT AN A! IA/ATTSM SURVEY *A111 TO NILLMAN NATIONAL LARD S_R1CLS W,H A L451 RL1SLD DATE OF NOVI*D(R 2. 2012. 0(SIK:N49(1 JOB NO 27806 0) SUBJECT 901LONG L155 A u4X194N DISTANCE CI' 16 FEET OAP IINI WLSIERLY ,INI TN A 15 WIDE J7!CPI EASEMEN' 6) SUH_F:'1'S BUILDING LIES 4 vAximUm DISTANCE OF '26 FEET OAR '••I W1.51ERLY LINE T: A 25' W95 PJGE 1 301.NC PJW N ANC 03H1 JDL'h' I ALIMENT c) SUBJECT'S BL',ON;; III.5 A Ma M DISTANCE OF C9 FEU 01(0 THE C45-ERLY _.NE OF A 25' MCI RI. LONG RES'R'CTICN C4SEMENI CAI ASC _ RECIPR MEVT n 0) SU9JECT'S BD _DIN:, A EARS 1J TA' 1u*HLL ILLY 4(7i01) 10' PUGE1 SOUND POWER 6 LIGHT U 101Y i A5C11EN1 42 PERTAINS TO DEED 0i TRUST. 43 PERTAINS TO r1NANLING STATEMENT 44 PERTAINS TO LEASE 45 509JCCT TO EASE9LN,. INCLUDING 1 RM5 AND PROVISIONS C011T4N5D 'HEREIN HIG4RDING CAS PER REC N0 2014C774000746 --AS CONSTRUCTED-- 46 PERTA NS 1O LEASE 47 PERTAINS TO LEASE e PERTAINS 10 LEASE 49 PERTAINS TO LIEN 50 PERTAINS TO LIEN. SE 1/4, SW 1/4, ADIFIS GRAPHIC SCALE 30 15 0 30 1"=30' BASS OF BEARINGS 60 HELD A BEARING OF NORTH 11'59'33' wE51 ALONG THE MCNU4ENICD CENTERLINE Or SWTHCCNTER PARKWAY PER RECORD CF SURVEY BY CHADWICK ( WINTERS LAND SURv(YING RECORDING NUMBER 5905129003 HORIZONTAL DATUM HORIZONTAL DAT„M NAD '83/1' CPS 20'1 0ASHINGIKN NOR'- ZONE VERTICAL DATUM NAND '88 PER CITY OF IUKWLA PONT N0 F-14. 3- BRASS DISC MARKED "SURVEY 40N' A5 FOUND IN THE BACK CF WALK ELEVA1ON. 27 27 LEGAL DESCRIPTION PARCEL A: -HAT P0R-01 Cr THE SLIME AS- WARIER Cr THE SOUTHWEST CJART(6, AND 01 Air 50011.YS1 WARIER OF 'HE 50.:111EAST 05,ART(R Cr SECTION 26. 1011HSM:P 23 NORTH, RANGE 4 EAST. WILLAMETTE MERIDIAN, IN KING COUNTY. 0*0819G10N, AND Cr 1NE NORTHWEST d1ARTER OF THE NORTHEAST ()VARIER, AND 01 THE NORTHEAST WARIER OF THE NORTHWEST O0AR1CR OF SECTION 35, TOWNSHIP 23 NORTH. RANGE 4 CAST, WLLAM:I,i MERIDIAN, IN KING COUNTY, wASHIN310N, DESCRIBED AS rO_Ow5 3EG'VN NG AT THE NOR -FIRES" CORNER OF THE NOr1TIEAS' CJ4RT59 01 5A0 SECTION 35: THENCE SOUTH 87'4408'EAST ALONG THE NORTH LINE Cr SAID NCR'.IEAST 0U4RTER A DISTANCE Cr 14016 FEET 10 THE TRUE PANT 0r BEGINNING. THENCE SOUTH 02'2412'WE51 PARALLEL TO THE WEST LINE OF SAID NORTHEAST OUART(R A DISTANCE Or 894.23 FEET 10 THE NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST WIRIER O 1N( NORTHEAST QUARTER Cr SAID SECTION 35. THENCI NORTH 87'5009'WEST ALONG SA7 NORM LINE A DISTANCE Or '4016 FEE- TO TIE EAST LINE OF 'HE NORTHEAST C0ARTER OF 7HE NORTHWEST 034R1ER OF S41D SECTION 35. I-ENOE NOR'- 87'5057'15E51 ALONG "NE NORTH LINE Or THE SCU1.1 43') FEET OF SAID NORTHEAST WARIER OF THE N0RT1H'4(5: CJARIER A DISTANCE CI 17729 FEET TO 4 PO NT 6 FEET DISTANT NORT-CASTCRLY. *EASURCD AT RIGHT ANGL(5, FROM THE EASTERLY 'ANON Or THE NE55 BROTHERS COUNTY ROAD NO 972, THENCE NORTH I1'59'33'WCST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES IRO,. Sul) EASTERLY N0RGIN A d5'ANCE OF 177'.96 FEET. THENCE CCNTINU'NG ALC'10 31 3 LINE 6 FEET C15T0H' Ndt1HEA51ERLY ALONG A CURVE TO THE RIW' HAVING A PACI0S CT 9'9.37 FEE'. AN ARC DSTANCE OF 210 78 FEE' :HRWO, A CENTR4_ ANGLE OF '3'0808'. THENCE NORTH 01'08'35'C4ST 4IONG SAID LINE 6 FEET DISTANT NORTHEASTER,/ A DISTANCE Jr 28511 FEET 10 THE NORTH UNE Or THE SWTHI AST WARIER Cr THE 50UTAW£5T QUARTER Cr SAID SECTION 26. THENCE SOUTH 87'5553'E4NI ALONG SAID NORTH 104E A DISTANCE OF 625.70 FEET TO THE WEST LINT 0: THE SOUTHWEST WARIER OF THE SOUTHEAST QUARTER OF 5410 SUCTION 26. THENCI 50'JTM 875502'EA 4LCNG 1-E NORTH LINE 0i SAID SOUTHWEST Ol1AR-ER OF 'HE SOI.'Tll AST WAVER A JISTAVCI CC 1401E FEET, THENCE 50'_:1H 4I'1223'WE., FDRAL_5L 7D THE MST _HNC Cr SA'D 50.1'4'A5ST O5 AR -ER CF THE 5:011HCA5T QUARTER A 7STANCE OF 1 111 77 FEET TO 'HL TRUE PO.N' U' HE :0NIN'v. (XCIMI THE NORTH 2 FEET 06 THAT PORTION OF THE SOUTHEAST WARIER OF THE SOU11HwE51 WARIER AND OF THE 50UI11W ST WARIER OF THE SOUTHEA51 011ARTCR OF SECTION 26. T0wN5H1:' 2t NCRTH. RANGE 4 EAST. w1LL44E1TE MERIDIAN. DESCRIBED AS FC110w5 BEGINNING A- THE NCR'MwES, CORNER OF -HC SOUTHEAST CU1RIIR '0 --C SO11H1461' W4R1ER CF SAD SECTION 26. '-INCE SOUTH 87'5502'EAS' ALONG ' E NORTH IINI C' 5A13 SOUTHWEST DLARTCR OF THE SOUTHEAST OJARTk A DIS3ANKI CF 140.16 FEE-. THENCE 50:,0 0112'25'1EST 1FAR4l.CL TO THE WEST LINE OE SAID SOUTHEAST WARIER. A DISTANCE OF 490 00 FFC1. THENCE NORTH 88'47.35'WE51. A D1514NCE OF 738.90 FEET 10 A POINT 6 FEET DISTANT NORTHEASTERLY. MEASURED Al RIGHT ANGLES. MCA THE EASTERLY MARGIN OF u(55 BROTHERS COUNTY ROAD NUMBER 972. THENCE NORTH 115933'WE51 ALONG SAID LINE 600 FEET DISTANT NORTHEASTERLY. MEASURED AT RI:HT ANGLES. FRC* SAID EASTERLY *AR3N A INSTANCE 00 7'3 FEE' TO A PONT Cr CURVATURE --ENE. LION' 'DUNG ALONG 5410 LINE 6 CC FEET DSTANT NORTHEASTER Y_ *SAS..RCD 4T FIGHT 4NGLE5, FRO* SAD EASTERLY MARG'N, ALONG A CURVE TO THE RICHT HAM:, A RADIUS OF 9,9 37 FEET AN ARC DISTANCE 06 71078 FEET THROUGH A C'NIRAL ANGLE 0E 130608'. THENCE NORM 0108.35'CAST ALONG SAID LINE h On FEET DISTANT NORTHEASTERLY, MEASURED AI RIGHT ANGLES, 0ROu SATO EASTERLY *4RG.IN. A INSTANCE OF 265.11 FEET TO THE NORTH LINE OF THE SOUTHEAST OJARTER CF IMF SOUTHWEST QUARTER 01 SAID 5CC1'0N 26. THENCI 50..'H 87.5553'C451 ALONG SAID LINE A DISTANCE OF 62520 EEEI '.1 THE WES- U6C 0r THE SOUTHWEST OL1RTCR OF 'HE 50L I:i4S' GUAR ER GF 5EC11CN 26 AND THE TRUE POND ;N HLGINN.SG. 3 THA' PORTION OF THE SCJ 11'SA ET aL.AR TER Cr THE SC, THW'151 QUARTER or THE 4FOR(DESCH.H!D PARCEL LYING SGJ1H cr THE NORTH 200 FEET OF SA10 DE5CR19CD PARCEL AN0 ALSO LYING NORTHwESIERLY 04 A CURVE HANNC A RADIUS O 3500 FEET AN0 WHICH IS TANGENT TO THE SOUTH LINE OF THE SAID NORTH 2.00 FEET AND AI SO TANGENT TO A LINE PARALI Ft WTH AND 500 FEET WEST A5 NEASURCD AT RIGHT ANGLES 10 1-C WEST LINE OF 'HE AI DRE0ESCRIBCC PARCEL. AS CONVEYED TO THE CT, OF 10KN1LA FOR TA NKT ER BOJLCVARO 6Y w4.04NTY DEED RECORDED UNDER RLC0R91NG NUMBER 5408293325.-OGETH(R 'MTH ',KS( DENIAN ROWS IN A 35 FOOT N0 9JILD 1:ORR70R A5 DEF1NEC RESTRICTIVE CC4NAN- RECCROIO OCTOBER 20. 1972 AND MAY 2. 19,3 UNDER RECT./RUNG MATHER 7210200584 AND 73050211527 PARCEL 8: BEGINNING AI 111E NORTHWEST CORNER OF LOT 4. UPLANDS TUKWLA IND4STR141 PARK. ACCORDING TO THE PLAT THI'RFOF RECORDED IN vOLUUE 4 Or PLATS. PAGES 8 9 AND 10. RECORDS 0( KING COUNTY. WAS-IING15N. -ONCE SOUTH 01"225'WLS" 42643 FEET ALONG THE WEST LINE OF 5,3 LOT '0 THE 50,7H15_5T CORNER CF SAID 107. THFNFF SOUTH 82'5504" CAST. 'I 45 FEET ALONG ' E SCJ1H LINE CF SAID .0T TO 4 FONT CN A 5.JRVF TI-F RADIUS POINT Cr .CH BEARS S0061 78'3757'EAST, 410.88 FEET DISTANT. THENCE NORHEA5TERLY, ALONG THE ARC OE A CORN£ CONCAVE TO THE SOUTHEAST HAVING A RADIUS O 410.88 FEET, THROUGH A CENTRAL ANGLE Or 10'0625', AND AN ARC LENGTH OF 72. 48 FEET, THENCE NORTH 2128'48"CAST. 14 49 FEET TO A PLANT OF C0RVATURC. THENCE NORTHEASTERLY ALONG THE ARC Or A CURVE 10 THE RIGHT HANNC 4 RADI'_5 Cr 48. 45 1I11. 1H6W0H A CENTR4, ANGLE OF 38'OCOYAND AN ARC LENGTH OF 6722 FEE': THENCI NORTH 29'2548'E45T. 4173 FEET TO A PANT CF CLivA3_NL. THENCE NCR'^EASTERLY, ALONG 'HE ARC Or A CLR0£ TO THE R:CH'. HAVING A RAJUS CF 4:C.88 FUT. THROUGH A CENTRAL ANGLE Cr 54.1959'4N7 AN ARC LENGTH Cr 38963 FEET, THENCE NO11N 27'4126' EAST. 2992 TO A POINT O1 THE NORTH TINE OF SAID LOT WHICH IS 40500 FEET FROM THE PONT O BEGINNING. THENCE NORTH 87'5502'WEST 405.00 ECU ALONG SAID NOR. LINE TO THE TATA POINT Or BEGINNING & SW 1/4, SE 1/4, SEC. 26, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON Axis Survey & Mapping 15241 NE 90TH ST REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 40094 l R:.a OhA ....... 410/1 JACKSON / MAIN ARCHITECTURE, INC 311 FIRST AVE S SEATTLE, WA 98104 LIMITED TOPOGRAPHIC SURVEY FOR LAM'S MARKET www.axismap.com JOB NO. 18-164 DRAWN BY 1M/DMB SCALE 1 =30' DATE 12/7/18 CHECKED BY ZLN SHEET 1 OF 1 APPENDIX B CSWPP WORKSHEETS NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL BMP Implementation Completed by: Title: Date: Develop a plan for implementing each BMP. Describe the steps necessary to implement the BMP (i.e., any construction or design), the schedule for completing those steps (list dates), and the person(s) responsible for implementation. BMPs Description of Action(s) Required for Implementation Scheduled Milestone and Completion Date(s) Person Responsible for Action Good Housekeeping 1. 2. 3 Preventive Maintenance 1. 2. 3. 4. Spill Prevention and Emergency Cleanup 1. 2. 3. Inspections 1. 2. 3. 2016 Surface Water Design Manual — Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL BMPs Description of Action(s) Required for Implementation Schedule Milestone and Comptetlon Date(s) Person Responsible for Action Source Control BMPs 1. 2. 3 4. 5. 6. 7. 8. Treatment BMPs 1. 2. 3. 4. Emerging technologies Flow Control BMPs 1. 2. 3. 4. 2016 Surface Water Design Manual — Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Pollution Prevention Team Completed by: Title: Date: Responsible Official: Title: Team Leader: Office Phone: Responsibilities: Cell Phone #: Pager #: (1) Title: Responsibilities: Office Phone: Pager #: Cell Phone: (2) Title: Responsibilities: Office Phone: Pager #: Cell Phone #: 2016 Surface Water Design Manual — Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL Employee Training Completed by: Title: Date: Describe the annual trainiiag of employees on the SWPPP, addressing spill reseonse, good housekeeping, and material management practices. Training Topics 1.) LINE WORKERS Brief Description of Training Program/Materials (e.g., film, newsletter course) Schedule for Training (list dates) Attendees Spill Prevention and Response ■ ■ Good Housekeeping Material Management Practices 2.) P2 TEAM: SWPPP Implementation ■ Monitoring Procedures ■ ■ 2016 Surface Water Design Manual— Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL List of Significant Spills and Leaks Completed Title: by: Date: Ust all spills and leaks of toxic or hazardous pollutants that wore significant but aro bet limited to, release Quantities. Although not required, we suggest you list spills and leaks of non -hazardous materials. argil or hazardous substances In oxeoas of raoorlablo Date (month/day/ye(as ar) Location Indicated on site map) Description Response Procedure Preventive Measure Taken Type of Material Quanlit y Sourc it, If Known Reason for SpiWLeak Amount of Material Recovered Material No longer exposed to Stommvater (Yes/No) 2016 Surface Water Design Manual — Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASII NGTON, SURFACE WATER DESIGN MANUAL Material Inventory Completed by: Title: Date: List materials handled, treated, stored, or disposed of at the project site that may potentially be exposed to precipitation or runoff. Material purpose/Location Quantity (Units) Likelihood of contact with stormwater If Yes, describe reason Past Spill or Leak Used I Produced I Stored (indicate perlwk. or yr.) Yes I No 2016 Surface Water Design Manual — Appendix D CSWPR Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA APPENDIX C WWHM2012 Report NAVIX Lam's Seafood Market - Tukwila, WA WWHM2012 PROJECT REPORT General Model Information Project Name: Lams Market_190322 Site Name: Lams Market Site Address: 17300 Southcenter Parkway City: Tukwila, WA 98188 Report Date: 3/22/2019 Gage: Seatac Data Start: 1948/10/01 Data End: 2009/09/30 Timestep: 15 Minute Precip Scale: 1.000 Version Date: 2018/10/10 Version: 4.2.16 POC Thresholds Low Flow Threshold for POC1: 50 Percent of the 2 Year High Flow Threshold for POC1: 50 Year Lams Market_190322 3/22/2019 5:52:35 PM Page 2 Landuse Basin Data (Predeveloped Land Use) Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Lawn, Flat 0.03 Pervious Total 0.03 Impervious Land Use acre ROADS FLAT 0.26 SIDEWALKS FLAT 0.01 Impervious Total 0.27 [Basin -rota() C9_.4 Element Flows To: Surface Interflow Groundwater Lams Market_190322 3/22/2019 5:52:35 PM Page 3 (Mitigated Land We) Basin 1 Bypass: No GroundWater: No Pervious Land Use acre C, Lawn, Flat 0.05 Pervious Total 0.05 Impervious Land Use acre ROADS FLAT 0.12 SIDEWALKS FLAT 0.13 Impervious Total 0.25 Basin Total 0.3 Element Flows To: Surface Interflow Groundwater Lams Market_190322 3/22/2019 5:52:35 PM Page 4 Analysis Results POC 1 0 0.20 0.16 012 009 • ' • 0.05 10E .5 10E.1 10E3 106.2 10E.1 100 00 Pcrocnt 05 t cue PF6b9bddy * * * it i 1 t t t 9t** * St + Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 0.03 Total Impervious Area: 0.27 Mitigated Landuse Totals for POC #1 Total Pervious Area: 0.05 Total Impervious Area: 0.25 Flow Frequency Method: Log Pearson Type III 17B Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.104869 5 year 0.133114 10 year 0.152377 25 year 0.177439 50 year 0.19667. j00 year) (0.216409) Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.098513 5 year 0.125562 10 year 0.144067 25 year 0.168203 50 year , 0.186764 (100 yea Q 205848\ Annual Peaks Annual Peaks for Predeveloped and Mitigated. Year Predeveloped Mitigated 1949 0.138 0.131 1950 0.145 0.135 1951 0.086 0.081 1952 0.074 0.069 1953 0.080 0.075 1954 0.085 0.080 1955 0.096 0.090 1956 0.095 0.089 1957 0.109 0.103 1958 0.087 0.081 POC #1 .10 50 10 10 90 95 95 99 995 1 DECREASE OF 0.010561 CFS FROM PREDEVELOPED TO MITIGATED Lams Market_190322 3/22/2019 5:52:35 PM Page 7 1959 0.087 0.081 1960 0.088 0.084 1961 0.093 0.087 1962 0.080 0.074 1963 0.090 0.085 1964 0.086 0.080 1965 0.112 0.106 1966 0.074 0.069 1967 0.128 0.120 1968 0.146 0.137 1969 0.102 0.097 1970 0.098 0.092 1971 0.117 0.110 1972 0.123 0.117 1973 0.072 0.066 1974 0.107 0.101 1975 0.120 0.111 1976 0.083 0.078 1977 0.088 0.081 1978 0.107 0.100 1979 0.147 0.137 1980 0.138 0.132 1981 0.109 0.102 1982 0.155 0.147 1983 0.125 0.116 1984 0.079 0.074 1985 0.109 0.102 1986 0.094 0.087 1987 0.144 0.135 1988 0.087 0.081 1989 0.109 0.101 1990 0.195 0.189 1991 0.154 0.147 1992 0.079 0.074 1993 0.067 0.063 1994 0.073 0.067 1995 0.097 0.091 1996 0.105 0.100 1997 0.101 0.096 1998 0.101 0.094 1999 0.210 0.199 2000 0.104 0.098 2001 0.112 0.104 2002 0.135 0.128 2003 0.105 0.100 2004 0.196 0.186 2005 0.090 0.085 2006 0.080 0.076 2007 0.184 0.174 2008 0.151 0.145 2009 0.133 0.123 Ranked Annual Peaks Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.2104 0.1992 2 0.1964 0.1887 3 0.1947 0.1856 Lams Market_190322 3/22/2019 5:53:07 PM Page 8 4 0.1840 0.1743 5 0.1554 0.1474 6 0.1536 0.1467 7 0.1509 0.1448 8 0.1471 0.1367 9 0.1456 0.1366 10 0.1448 0.1346 11 0.1445 0.1345 12 0.1377 0.1318 13 0.1375 0.1307 14 0.1349 0.1283 15 0.1331 0.1233 16 0.1280 0.1201 17 0.1245 0.1173 18 0.1229 0.1161 19 0.1202 0.1113 20 0.1166 0.1097 21 0.1124 0.1065 22 0.1124 0.1045 23 0.1093 0.1029 24 0.1092 0.1025 25 0.1089 0.1025 26 0.1088 0.1011 27 0.1073 0.1008 28 0.1070 0.1000 29 0.1051 0.0997 30 0.1048 0.0996 31 0.1039 0.0979 32 0.1023 0.0969 33 0.1015 0.0961 34 0.1009 0.0941 35 0.0978 0.0919 36 0.0967 0.0906 37 0.0963 0.0902 38 0.0949 0.0889 39 0.0938 0.0875 40 0.0926 0.0873 41 0.0899 0.0850 42 0.0896 0.0845 43 0.0885 0.0841 44 0.0876 0.0815 45 0.0872 0.0811 46 0.0871 0.0809 47 0.0866 0.0808 48 0.0862 0.0806 49 0.0859 0.0802 50 0.0853 0.0800 51 0.0829 0.0782 52 0.0804 0.0758 53 0.0798 0.0747 54 0.0795 0.0745 55 0.0793 0.0741 56 0.0785 0.0738 57 0.0744 0.0693 58 0.0740 0.0692 59 0.0727 0.0673 60 0.0715 0.0662 61 0.0675 0.0629 Lams Market_190322 3/22/2019 5:53:07 PM Page 9 Duration Flows (The Facility PASSED) Flow(cfs) Predev Mit Percentage Pass/Fail 0.0524 1764 1385 78 Pass 0.0539 1602 1240 77 Pass 0.0553 1447 1114 76 Pass 0.0568 1307 1020 78 Pass 0.0583 1190 925 77 Pass 0.0597 1074 845 78 Pass 0.0612 981 774 78 Pass 0.0626 902 706 78 Pass 0.0641 831 649 78 Pass 0.0655 763 598 78 Pass 0.0670 702 558 79 Pass 0.0685 644 517 80 Pass 0.0699 599 468 78 Pass 0.0714 555 431 77 Pass 0.0728 514 398 77 Pass 0.0743 475 368 77 Pass 0.0757 435 349 80 Pass 0.0772 406 322 79 Pass 0.0787 382 300 78 Pass 0.0801 353 275 77 Pass 0.0816 328 255 77 Pass 0.0830 309 235 76 Pass 0.0845 283 221 78 Pass 0.0859 270 207 76 Pass 0.0874 247 195 78 Pass 0.0889 231 179 77 Pass 0.0903 215 165 76 Pass 0.0918 204 155 75 Pass 0.0932 188 145 77 Pass 0.0947 180 137 76 Pass 0.0961 163 125 76 Pass 0.0976 154 119 77 Pass 0.0991 144 113 78 Pass 0.1005 136 105 77 Pass 0.1020 128 99 77 Pass 0.1034 120 91 75 Pass 0.1049 113 84 74 Pass 0.1063 107 82 76 Pass 0.1078 102 79 77 Pass 0.1093 94 77 81 Pass 0.1107 88 71 80 Pass 0.1122 85 67 78 Pass 0.1136 80 62 77 Pass 0.1151 77 61 79 Pass 0.1165 72 58 80 Pass 0.1180 67 54 80 Pass 0.1195 64 51 79 Pass 0.1209 61 48 78 Pass 0.1224 60 47 78 Pass 0.1238 55 43 78 Pass 0.1253 52 40 76 Pass 0.1267 52 38 73 Pass 0.1282 50 36 72 Pass Lams Market_190322 3/22/2019 5:53:07 PM Page 11 0.1297 47 33 70 Pass 0.1311 43 29 67 Pass 0.1326 40 27 67 Pass 0.1340 38 25 65 Pass 0.1355 33 23 69 Pass 0.1369 32 19 59 Pass 0.1384 30 16 53 Pass 0.1398 26 16 61 Pass 0.1413 24 15 62 Pass 0.1428 24 13 54 Pass 0.1442 22 12 54 Pass 0.1457 17 11 64 Pass 0.1471 17 9 52 Pass 0.1486 13 8 61 Pass 0.1500 12 8 66 Pass 0.1515 11 8 72 Pass 0.1530 10 8 80 Pass 0.1544 9 8 88 Pass 0.1559 8 8 100 Pass 0.1573 8 8 100 Pass 0.1588 8 8 100 Pass 0.1602 8 8 100 Pass 0.1617 8 8 100 Pass 0.1632 8 8 100 Pass 0.1646 8 7 87 Pass 0.1661 8 7 87 Pass 0.1675 8 7 87 Pass 0.1690 8 6 75 Pass 0.1704 8 6 75 Pass 0.1719 8 6 75 Pass 0.1734 7 6 85 Pass 0.1748 6 5 83 Pass 0.1763 6 5 83 Pass 0.1777 6 4 66 Pass 0.1792 6 4 66 Pass 0.1806 6 4 66 Pass 0.1821 6 3 50 Pass 0.1836 6 3 50 Pass 0.1850 5 3 60 Pass 0.1865 5 2 40 Pass 0.1879 4 2 50 Pass 0.1894 4 1 25 Pass 0.1908 4 1 25 Pass 0.1923 3 1 33 Pass 0.1938 3 1 33 Pass 0.1952 2 1 50 Pass 0.1967 1 1 100 Pass Lams Market_190322 3/22/2019 5:53:07 PM Page 12 i Disclaimer Legal Notice This program and accompanying documentation is provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. Clear Creek Solutions, Inc. disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions, Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, Toss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions, Inc. has been advised of the possibility of such damages. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1(866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com Lams Market_190322 3/22/2019 5:53:17 PM Page 28 TO: ® Building City of Tukwila Department of Community Development Land Use File Number(s) PL18-0103 L18-0118 DESIGN REVIEW - ADMINISTRATIVE LAND USE PERMIT ROUTING FORM ® Public Works ® Fire Dept. ❑ Police Dept. ❑ Parks/Rec Project: LAM'S SEAFOOD MARKET Address: 243 MINKLER BLVD Date transmitted: 12/24/2018 Staff coordinator: Response requested by: 01/09/2019 Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments prepared by: Update date: City of Tukwila Department of Community Development Land Use File Number(s) PL18-0103 L18-0118 DESIGN REVIEW - ADMINISTRATIVE LAND USE PERMIT ROUTING FORM TO: Buildirr; Igl Planning ® Public Works ® Fire Dept. ❑ Police Dept. ❑ Parks/Rec Project: LAM'S SEAFOOD MARKET Address: 243 MINKLER BLVD Date transmitted: 12/24/2018 Staff coordinator: Response requested by: 01/09/2019 Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) /✓e> Cc, $14mX117-s rPlan check date: 1 Comments prepared by: Update date: RECEIVED City of Tukwila Department of Community Development DEC 14 2018 TUKWILA PUBLIC WORKS Land Use File Number(s) PL18-0103 L18-0118 DESIGN REVIEW - ADMINISTRATIVE LAND USE PERMIT ROUTING FORM TO: ® Building ® Planning (F] Public W® Fire Dept. ❑ Police Dept. ❑ Parks/Rec Project: LAM'S SEAFOOD MARKET Address: 243 MINKLER BLVD Date transmitted: 12/24/2018 Staff ,i1// L '47 -,e coordinator: dinator: Response requested by: 01/09/2019 Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) (g , I i`G W 8YK S `i le r -o ¢. S j [� p�eV� a �L) CviOrri QirtS yi 9 Plan check date: Comments prepared by: Update date: City of Tukwila Department of Community Development Land Use File Number(s) PL18-0103 118-0118 DESIGN REVIEW - ADMINISTRATIVE LAND USE PERMIT ROUTING FORM TO: ® Building ® Planning ® Public Works Fire De ) ❑ Police Dept. ❑ Parks/Rec Project: LAM'S SEAFOOD MARKET Address: 243 MINKLER BLVD Date transmitted: 12/24//2��/�/ 018 Staff %`/ ` coo rdinator: Response requested by: 01/09/2019 Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. Plan check date: COMMENTS ddiiiona.(_comment sheets and/or suppor • erials as needed.) Cd-M✓nCtii* / n prepared by: 1 JACKSOiv I MAIN ►/ARCHITECTURE December 24, 2018 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 (206)431-3670 Design criteria Response REC 'VED CEC24L.U:3 Community Development This letter includes responses to the specific Design Review Criteria cited in the "Design Review - Administrative" application. Individual responses follow in the letter below. 1 Design Review Criteria - 1. Relationship of Structure to Site: a. The project is a remodel to an existing building and the location on site is already established. The design proposes to activate what was the back of the building and create a new "front door" along Minkler. An enhanced pedestrian environment with an emphasis on landscape design is a main priority for this design. The existing landscape bed along Minkler is proposed to be widened allowing for a greater transition between the street and pedestrian space. A new covered patio lined with landscaping will create an inviting space for people to gather. b. The existing parking lot is rarely utilized as this part of the site is currently designated for back of house servicing. The new design will activate the parking lot with minor adjustments. An existing loading dock will be filled in and replaced with an exterior cooler. A new landscape bed in front of the cooler will provide screening in addition to providing additional landscaping to the site. c. The new proposed entry tower will activate the back of the building. The tower is in scale with the rest of the shopping center shown as 35' tall with a maximum zoning allowable height of 45'. 2. Relationship of Structure and Site to Adjoining Area a. The proposed materials are in harmony with what is existing at the shopping center. The proposed design will provide new storefront openings and paint to an existing tilt -panel wall. b. Most of the existing site landscape will remain as. The landscaping along Minkler will increase in width. Two new planting strips will be provided on site; one along a pedestrian walkway, and another in front of the proposed cooler. c. N/A d. The existing entry drive and drive aisle are proposed to be widened to allow for improved traffic flow. New dedicated pedestrian walkways within the parking lot are provided to improve pedestrian safety. The main walkway crossing the drive aisle aligning with the main entry will change in material and will provide an obvious designated and safe crossing for pedestrians. JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM JACKSO1i 1 MAIN IARCHITECTURE e. On -site vehicular circulation will improve with the widening of the entry drive and drive aisle. 3. Landscape and Site treatment a. N/A b. The proposed pedestrian walkways are based off the existing site which is mostly flat. New landscape lined walkways are very inviting and provide a stable appearance. c. The new landscape beds enhance the architecture as well as designate important axis. New landscape beds are provided separating the drive aisle from a pedestrian walkway along the east side of the building. An existing landscape bed will extend north of the building along Minkler. Plant types and colors have been designed to enhance the building design. d. N/A e. Proposed landscaping areas increase from what is existing. The proposed design has taken advantage of space that was un used to provide additional landscape. f. Landscaping is provided in front of the proposed exterior cooler to provide screening. g. NA h. Parking lighting will remain as is. Decorative sconces will be provided at the face of the building consistent with the neighboring shopping centers. 4. Building Design a. The proposed design provides an enhanced architectural impact. The existing tilt panel walls will be opened up with storefront windows and garage doors to provide greater transparency. Metal canopies/eyebrows provide a pedestrian scale similar to what is shown in neighboring shopping centers. An entry clock tower element provides a designated entry to what used to be the back of house. The tower design pulls from the architectural character of the iconic Cho Ben Tanh market in Vietnam with clean/modern execution. b. The existing tilt panel wall heights/scale remain as is. The addition of the entry tower is well within the allowable zoning height and is in harmony with the neighboring shopping centers. c. The proposed building components relate directly to how the space will be used. Proposed opening heights align to create a cohesive design. d. Exterior colors are chosen to provide a neutral warm appearance. Colors are chosen based off what is used currently at the shopping center. e. A new rooftop unit will be provided behind an existing screen. f. Simple, decorative exterior wall sconces will be provided and will align with the clean/modern design approach. g. This project will provide a great amount of architectural interest to what used to be a very monotonous concrete building face. 5. Miscellaneous Structures and Street Furniture a. The pre -manufactured exterior cooler has been treated as a part of the building. It will be painted to match the exterior walls and screened by a proposed landscaped buffer. b. Lighting will be provided as a part of a separate T.I. permit. Lighting shown in this permit is to convey concept and general design. 6. Consistency with adopted plans and regulations TMC 18.100.030 a. N/A 2 JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM JACKSO1m , MAIN 1l ARCHITECTURE Commercial Corridor Standards TMC 18.28 THOROUGHFARE CROSS-SECTION Existing Street: No Change PUBLIC FRONTAGE STANDARDS Total required width: 15ft — Setback shown on Site Plan Sidewalk Width minimum: 6ft — Existing sidewalk is to remain as is. Landscaping: Street trees to remain as is north of the building. The landscape bed as proposed has expanded in width with the addition of new plants. Please refer to the landscape plan for specifics. Street Tree spacing: Street tree spacing to remain as is. Lighting: Street lighting will remain as is. BUILDING ORIENTATION/PLACEMENT & LANDSCAPING Building Orientation to streets: Not required Front yard setback minimum: 15 ft — Setback shown on Site Plan On -site surface parking locations: Parking location to remain as is. Front yard landscape minimum: Front yard landscaping width to be widened along the North site of the building. Front yard landscaping width to remain as is along Minkler, east of the building. ARCHITECTURAL DESIGN STANDARDS Facade Articulation increment: N/A. This is an existing building with a new tower addition and exterior improvements. Part of the improvements include providing facade articulation with the use of a new tower element as well as the addition of metal canopies. Ground Level Transparency: N/A. This is an existing building with a new tower addition and exterior improvements. Part of the improvements include providing openings and ground level transparency where there currently is none. Sincerely, Lara Barnes Designer 3 JACKSON I MAIN ARCHITECTURE, P.S. 311 FIRST AVENUE SOUTH, SEATTLE, WA 98104 206.324.4800 JACKSONMAIN.COM TECHNICAL INFORMATION REPORT Lam's Seafood Market Tukwila, WASHINGTON /2/20/20/8 December 20, 2018 Prepared for: City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 RECEIVED DEC 24 2018 Community Development Reviewed by: Jenelle Taflin, P.E., LEED AP Principal jtaflin@navixeng.com NAVIX 11235 s F• 6•h ctrer1 Su IP 150 be, evue. wa 98004 navixeng.com t 415.453 9501 f 425 453 8208 e In!c'�-iavierg core TABLE OF CONTENTS SECTION PAGE PROJECT OVERVIEW 2 1. TIR WORKSHEET 8 2. SITE LOCATION 13 3. DRAINAGE BASIN, SUBBASINS, AND SITE CHARACTERISTICS 14 CONDITIONS AND REQUIREMENTS SUMMARY 15 OFFSITE ANALYSIS 20 FLOW CONTROL, LID, AND WATER QUALITY FACILITIES ANALYSIS AND DESIGN 32 1. EXISTING SITE HYDROLOGY 32 2. DEVELOPED SITE HYDROLOGY 33 3. FLOW CONTROL FACILITIES 34 4. WATER QUALITY FACILITIES 34 5. 100-YEAR FLOOD FIRM MAP/OVERFLOW CONDITION 35 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 36 SPECIAL REPORTS AND STUDIES 37 OTHER PERMITS 37 CSWPP ANALYSIS AND DESIGN 38 ESC PLAN ANALYSIS AND DESIGN (PART A) 38 1. EROSION RISK ASSESSMENT 38 2. CONSTRUCTION SEQUENCE AND PROCEDURE 38 3. TRAPPING SEDIMENT 38 4. WET WEATHER TESC 39 SWPPS PLAN DESIGN (PART B) 39 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 44 OPERATION AND MAINTENANCE GUIDELINES 45 APPENDIX: A — EXHIBITS: EXISTING AND PROPOSED CONDITIONS B — CSWPPP WORKSHEETS C— WWHM2012 REPORT NAVIX Lam's Seafood Market —Tukwila, WA Page 1 PROJECT OVERVIEW DESIGN CRITERIA The stormwater management facilities have been designed to the 2016 King County Surface Water Design Manual (2016 Manual) per the 2010 City of Tukwila Infrastructure Design and Construction Standards. 2016 MANUAL REQUIREMENTS Duration Analysis: 2-year: 50-year: Conservation Flow Control Reduce to / pre -developed duration Match predeveloped Water Quality Menu: N/A Downstream Analysis: 1/4 mile Since the project proposes more than 2,000 SF of new plus replaced impervious area, a Full Drainage Review will be required. EXISTING CONDITIONS The project site is located at 17300 Southcenter Pkwy, Tukwila, WA. The site consists of three parcels, #2623049110, #2623049079, and #8835100000; the City of Tukwila zoning designation is Tukwila Urban Center — Commercial Corridor (TUCC-CC) and Tukwila Urban Center — Workplace (TUCC-WP). The combined parcel area is approximately 28.06 acres in size and is currently developed with a shopping center, parking lot access, and parking Tots. The project site disturbs approximately 0.30 acres of this parcel area and affects the northeast corner of the shopping center at the vacant Big Lots tenant space. See Figure 1 for Existing Conditions Map. / Building and parking lot access driveway Figure 1: Existing Conditions Map NAVIX Lam's Seafood Market — Tukwila, WA Page 2 The project site is bordered to the north by Minkler Boulevard, to the west by Scrubs & Beyond, to the south by Party City, and to the east by a parking lot. The site is currently a shopping center with adjacent access and parking that is flat, gently sloping from west to east from elevation 26 feet to elevation 25 feet. Stormwater currently flows to catch basins located in parking lot and landscape areas. Per the NCRS soil map, the soil on -site is classified as 100% urban land (Ur). See Figure 2 below for NRCS Soils Map. Figure 2: NRCS Soils Map Per the 2010 City of Tukwila Infrastructure Design and Construction Standards, the project site is within a Level 2 Conservation to Existing Area region. This area requires flow control facilities. Please see response to Core Requirement #3 in this report. PRE -DEVELOPMENT STORMWATER RUNOFF Stormwater on -site is routed through three systems. Please see below for a general description of each system, and the downstream analysis section of this report for detailed analysis and pictures of affected conveyance systems. NAVIX Lam's Seafood Market —Tukwila, WA Page 3 Conveyance q Oi TY. r+ f1/a9:»i r .lI A 1\ i:•el' • r - I 0 • Y're:.i:N V.' 'j. / • �r• Figure 3: Pre -Development Stormwater Runoff Map Conveyance System 1: Runoff from Minkler Blvd and area north of the existing building is collected by catch basins located south the existing sidewalk and is routed westerly by 8-inch storm pipe to the intersection of Minkler Blvd and Southcenter Pkwy. From there, stormwater is routed northerly across Minkler Blvd to a 54-inch storm pipe running east under Minkler Blvd. The stormwater travels east to the intersection of Minkler Blvd and Andover Park W where it enters a drainage ditch on the southern side of Minkler Blvd, where it is conveyed by ditch flow to its outfall into Green River. See the downstream analysis provided in this report for more detail. Conveyance System 2: Runoff flows across driveway and parking area to an open -grate catch basin located in the center of the existing entrance to the site, approximately 60 feet from Minkler Blvd. The stormwater is routed by 12-inch pipe southerly to the end of the 'A mile analysis, located directly behind Ross Dress for Less. Please see the downstream analysis provided in this report for more detail. The discharge location of this pond is unknown. Conveyance System 3: Stormwater runoff from the parking area east of the existing building, directly adjacent to Minkler Blvd, is routed to the open -grate catch basin located in the center of lot. The stormwater is conveyed easterly to the stormwater detention pond located at the east side of the parking lot (densely vegetated area). DEVELOPED CONDITIONS The proposed development consists of an addition of a new entry structure at the northeast corner of the existing building, an outdoor cooler, an outdoor plaza area, new canopied areas along the eastern face of building, site improvements in the parking lot, and widening of the Minkler Blvd entrance, and two new ADA stalls. Utilities will be rerouted to serve the new Lam's Market. NAVIX Lam's Seafood Market — Tukwila, WA Page 4 The existing on -site drainage system will remain in place but will be modified for the addition of an area drain and two cleanouts to pick up stormwater runoff from the building roof routed to downspouts at the new entrance. Splash blocks will be utilized at the cooler canopy for infiltrating into the landscape area adjacent to the proposed sidewalk along the eastern face of building. Outdoor plaza area will utilize chain downspouts for infiltrating into the landscape area. See Figure 4 for the Proposed Conditions Map. - - MINKLER BLVD New outdoor plaza area under canopy I I New entry structure New canopied area New canopied area above cooler 4 Widened driveway I New cart corral path Generator pad Figure 4: Proposed Conditions Map POST -DEVELOPMENT STORMWATER RUNOFF Stormwater will be managed on the project site in accordance with the standards of the 2016 King County Surface Water Design Manual per the 2010 City of Tukwila Infrastructure Design and Construction Standards. Impervious areas on site totals 0.23 acres. On -site stormwater runoff from the proposed development will be collected and transported via improvements tied into existing Conveyance System 1 and Conveyance System 2. Roof runoff from the building entry feature will be collected in a roof drainage system and conveyed to the on -site drainage system via tight -line pipe. Runoff from the entrance plaza is conveyed to an area drain located at a low -point in the plaza that will convey stormwater into existing Conveyance System 1. See Figure 5 for plaza area drainage. NAVIX Lam's Seafood Market —Tukwila, WA Page 5 Roof drainage conveyed into Conveyance Sytstem 1 by downspouts and tight -line pipe 11 Area drain located at low -point in plaza. Drainage conveyed to Conveyance System 1 Figure 5: Plaza Area Drainage Runoff from the widened driveway will be conveyed to a new type 1 catch basin located in the entrance to the parking area. This runoff will be conveyed into existing Conveyance System 2. Runoff from other improvement areas will maintain existing flow characteristics and parking areas will continue to flow to the same locations. See Figure 6 below for Post -Development Stormwater Runoff Map. Pipe flow direction (typ) • Connection to II Area Drain, Connection Conveyance System 1 _-I 4___ to Conveyance System 1 Canopy runoff to chain downspouts Downspouts Canopy runoff to splashblocks Canopy runoff to splashblocks 1 New catch basin Ill Connection to Conveyance System Figure 6: Post -Development Stormwater Runoff Map c S it NAVIX Lam's Seafood Market — Tukwila, WA Page 6 See below for Technical Information Report Worksheet, provided in accordance to the 2010 City of Tukwila Infrastructure Design and Construction Standards and the 2016 King County SWDM. NAVIX Lam's Seafood Market —Tukwila, WA Page 7 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Kimco Realty Phone (425) 373-3509 Address 4065 Factoria Mall SE, Suite F10 Bellevue. WA 98006 Project Engineer Jenelle Taflin, P.E. Company Navix Engineering Phone (425) 458-7896 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse (e.g.,Subdivision / Short Subd. / UPD) Building (e.g.,M/F Commercial SFR) Clearing and Grading ® Right -of -Way Use © Other Public Works Permit 13 Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Lam's Seafood Market DPER Permit # N/A Location Township Range Section Site Address 17300 Southcenter Pkwy 23N 4E 26 Tukwila, WA 98188 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Ftoodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ❑ Structural RockeryNault/ U ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Type of Drainage Review (check one): Date (include revision dates): Date of Final: Report Site Improvement Plan (Engr. Plans) ❑ Targeted U Simplified U Large Project ❑ Directed Plan Type (check one): ❑ Modified U Simplified Date (include revision dates): Date of Final: Part 6 SWDM ADJUSTMENT APPROVALS Type (circle one): Standard Experimental / Blanket Description: (include conditions in TIR Section 2) Approved Adjustment No. Date of Approval: 2016 Surface Water Design Manual 1 4/24/2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 8 KING COUNTY, WASHINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Yes Start Date: Completion Date: Describe: Re: KCSWDM Adjustment No. Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : N/A Special District Overlays: Drainage Basin: Lower Green River - West Stormwater Requirements: No special requirements Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream ❑ Lake ❑ Wetlands N/A N/A N/A ❑ Closed Depression N/A ❑ Floodplain N/A ❑ Other ❑ Steep Slope N/A ❑ Erosion Hazard N/A ❑ Landslide Hazard N/A ❑ Coal Mine Hazard N/A ❑ Seismic Hazard N/A ❑ Habitat Protection N/A El Part 10 SOILS Soil Type Urban Land Slopes Flat Erosion Potential Low ❑ High Groundwater Table (within 5 feet) ❑ Sole Source Aquifer ❑ Other ❑ Seeps/Springs ❑ Additional Sheets Attached 2016 Surface Water Design Manual 2 4/24/2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 9 KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE LIMITATION / SITE CONSTRAINT ❑ Core 2 — Offsite Analysis N/A ❑ Sensitive/Critical Areas N/A ❑ SEPA N/A ❑ LID Infeasibility ❑ Other N/A 0 Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: Lower Green River - West (name or description) Core Requirements (all 8 apply): Discharge at Natural Location Number of Natural Discharge Locations: 2 ONslte Analysis Level: Cr) 2 / 3 dated: 12/20/2018 Flow Control (Include facility Level: 1 fa) 3 or Exemption Number TBD summary sheet) Flow Control BMPs Conveyance System Spill containment located at: Erosion and Sediment Control / CSWPP/CESCUESC Site Supervisor: TBD Construction Stormwater Contact Phone: TBD Pollution Prevention After Hours Phone: TBD Maintenance and Operation Responsibility (circle one): tlrivate7 Public If Private, Maintenance Log Required:CreD No Financial Guarantees and Provided: No Liability Water Quality (include facility Type (circle one): Basic / Sens. Lake / Enhanced Basic / Bog summary sheet) or Exemption No. TBD Landscape Management Plan: Yes No Special Requirements (as applicable): Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. None Requirements Name: Floodplain/Floodway Delineation Type (circle one): Major / Minor 1 Exemption / `1225 100-year Base Flood Elevation (or range): Datum: Flood Protection Facilities Describe: N/A 2016 Surface Water Design Manual 3 4/24/2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 10 KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Source Control Describe land use: Commercial (commercial / industrial land use) Describe any structural controls: Canopies drain to adjacent landscape strips, PGIS on -site significantly reduced. Oil Control High -use Site: Yes C. Treatment BMP: Maintenance Agreement: Yes No with whom? Other Drainage Structures Describe: Chain downspouts, splashblocks, cleanouts, area drain, catch basin, conveyance pipes Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION 0 Clearing Limits 0 Stabilize exposed surfaces 0 Cover Measures © Remove and restore Temporary ESC Facilities 0 Perimeter Protection © Clean and remove all silt and debris, ensure operation of Permanent Facilities, restore operation of Flow Control BMP Facilities as © Traffic Area Stabilization 0 Sediment Retention necessary © Surface Water Collection 0 Flag limits of SAO and open space preservation ❑ Oewatering Control areas 0 Dust Control 0 Other 0 Flow Control ❑ Protection of Flow Control BMP Facilities (existing and proposed) 0 Maintain BMPs / Manage Project Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description 0 Detention 0 Infiltration 0 Regional Facility ❑ Shared Facility ❑ Flow Control BMPs ❑ Other ❑ Vegetated Flowpath ❑ Wetpool 0 Filtration ❑ Oil Control 0 Spill Control ❑ Flow Control BMPs 0 Other Splashblocks/Chain downspouts 2016 Surface Water Design Manual 4 4/24/2016 NAVIX • Lam'sSeafood Market —Tukwila, WA Page 11 KING COUNTY. WASIIINGTON. SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement Covenant 60' Building Covenant (Rec. No. 7210200584) ❑ Native Growth Protection Covenant ❑ Tract Other Electric, railroad, road, utility El a ❑ Cast in Place Vault 0 Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here Is accurate. Signed/Date 2016 Surface Water Design Manual 4/24/2016 5 NAVIX Lam's Seafood Market —Tukwila, WA Page 12 SITE LOCATION ALINTOi\", Seattle -Tacoma International Airport SeaTac Normandy Park Mercer Island Bryn Mawr -Skyway Tukwila Orillia Renton Newcastle C Cass • a+rwoo:, East Hill -Meridian Figure 7: Vicinity Map Location: 17300 Southcenter Pkwy, Tukwila, WA 98188 Section, Township, Range: SW 1/4 of SEX, SEC. 26, TOWNSHIP 23N, RANGE 04E, W.M. Parcel/Tax Lot: 2623049110, 2623049079, 8835100000 Size: 28.06 acres (Full parcel); 0.30 acres (Total on- and off -site area of disturbance) City, County, State: Tukwila, King County, Washington Governing Agency: City of Tukwila NAVIX Lam's Seafood Market —Tukwila, WA Page 13 DRAINAGE BASIN, SUBBASINS, AND SITE CHARACTERISTICS DRAINAGE BASIN The projects site is located within the Lower Green River — West drainage basin. There are no special stormwater management requirements for this drainage basin. SUBBASINS One sub basin is present in the existing conditions. 142nd St IL Tacoma nternational Airport SeaTae on t s A 4th st • r. ' Ph, fAle 1th St , -...,'' — ,Z v ao I at, 7 ,,, '. . !*,,,,:•„,,.. 4 . ' — \ - t. PROJECT I Strand. f11,d Seattle- mcv a C. - '.)4t1 Blvd 3rd St Tukwila Black , -rtt, St 4 SITE MInklero Blvd I s,"„ P.0 S .4ngIEL. . • E" 2,1or 21 2th St wt-ri c n Greent River Nalkral- Rescues /64•6 446 I 11 (3 of 3) 4 0 X Drainage basin: Lower Green River - West Duwamish - Greer. P.r.e: WR1A number. 9 R'RIA name Dus.vamish-Gieer. Kent F v- '11 Figure 8: Drainage Basin Map NAVIX Lam's Seafood Market — Tukwila, WA Page 14 • • sr • • 111 ID • • • IIP GP 111 • • 111 • e • • • • • • • e CONDITIONS AND REQUIREMENTS SUMMARY As required by the 2016 King County Surface Water Design Manual, this project is subject to a Full Drainage Review. Therefore, the storm drainage design for this project is required to comply with, or explain exemptions for, all nine (9) Core Requirements as well as all five (5) Special Requirements. The applicable requirements have been met as follows: CORE REQUIREMENTS Core Requirement #1: Discharge at Natural Location All surface and storm water runoff from a project must be discharged at the natural location so as not to be diverted onto or away from downstream properties. The manner in which runoff is discharged from the project site must not create a significant adverse impact to downhill properties or drainage systems. Response: Runoff will be collected on site and discharged to into the existing conveyance system, to which the site currently discharges. No downstream impacts are anticipated. Core Requirement #2: Offsite Analysis All proposed projects must submit an offsite analysis report that assesses potential offsite drainage impacts associated with development of the project site and propose appropriate mitigations of those impacts. The initial permit submittal shall include, at a minimum, a Level 1 downstream analysis as described in Section 1.2.2.1 of the 2016 Manual. Response: A Level 1 Downstream Analysis was completed for this project. See the Offsite Analysis section for details. Core Requirement #3: Flow Control Facilities All proposed projects, including redevelopment projects, must provide onsite flow control facilities to mitigate the impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, and replaced impervious surface targeted for flow mitigation as specified in the following sections. Flow control facilities must be provided and designed to perform as specified by the area -specific flow control facility requirement in Section 1.2.3.1 and in accordance with the applicable flow control facility implementation requirements in Section 1.2.3.2. Response: Per the 2010 City of Tukwila Infrastructure Design and Construction Standards Drainage Basins and Flow Control Standards map, the project site falls within the Level 2 Conservation to Existing Flow Control Area. Stormwater management facilities within the Conservation Flow Control Area must comply with the Level 2 Flow Control standard, which requires that developed discharge durations match predeveloped durations for the range of predeveloped discharge rates from 50% of the 2-year peak flow up to the full 50-year peak flow. In addition, developed peak discharge rates must match the predeveloped peak discharge rates for the 2- and 10-year return periods. According to the 2010 City of Tukwila Infrastructure Design and Construction Standards, flow control may be waived for any threshold discharge area in which there is no more than a 0.1 CFS difference in the sum of developed 100-year peak flows for those target surfaces subject to this requirement, and the sum of existing site conditions 100-year peak flows for the same surface areas. ID NAVIX Lam's Seafood Market — Tukwila, WA Page 15 The proposed development will decrease the 100-year peak flows from 0.199 CFS to 0.188 CFS, a difference of 0.011 CFS. Therefore, the project meets the exemption criteria and flow control will not be required. Core Requirement #4: Conveyance System All engineered conveyance system elements for proposed projects must be analyzed, designed, and constructed to provide a minimum level of protection against overtopping, flooding, erosion, and structural failure as specified in Sections 1.2.4.1, 1.2.4.2, and 1.2.4.3 of the 2016 Manual. Response: Please see the Conveyance System Analysis and Design section of this report. Core Requirement #5: Construction Stormwater Pollution Prevention All proposed projects that will clear, grade, or otherwise disturb the site must provide erosion and sediment controls to prevent, to the maximum extent practicable, the transport of sediment from the project site to downstream drainage facilities, water resources, and adjacent properties. All proposed projects that will conduct construction activities onsite or offsite must provide stormwater pollution prevention and spill controls to prevent, reduce, or eliminate the discharge of pollutants to onsite or adjacent stormwater systems or watercourses. To prevent sediment transport and pollutant discharges as well as other impacts related to land -disturbing and construction activities, Erosion and Sediment Control (ESC) measures and Stormwater Pollution Prevention and Spill Control (SWPPS) measures that are appropriate to the project site must be applied through a comprehensive Construction Stormwater Pollution Prevention (CSWPP) plan as described in Sections 1.2.5.1 and 1.2.5.3 and shall perform as described in Section 1.2.5.2. In addition, these measures, both temporary and permanent, shall be implemented consistent with the requirements in Section 1.2.5.3 that apply to the proposed project. Response: Construction stormwater pollution prevention measures as outlined in the 2016 Manual are an integral part of the project construction documents. These measures will include methods to reduce erosion of on -site site soils and to prevent sediment from inadvertently leaving the project site, such as straw wattles, inlet protection, and marking clearing limits. Erosion and sediment control measures will be designed in conformance with the 2016 Manual requirements. A temporary erosion and sediment control plan is included in this submittal. Core Requirement #6: Maintenance and Operations Maintenance and operation of all drainage facilities is the responsibility of the applicant or property owner, except those facilities for which King County is granted an easement, tract, or right-of-way and officially assumes maintenance and operation. Drainage facilities must be maintained and operated in compliance with King County Maintenance Standards. Response: An Operations and Maintenance Manual is included in Appendix B of this report. Core Requirement #7: Financial Guarantees and Liability All drainage facilities constructed or modified for projects (except flow control facilities to be privately maintained) must comply with the financial guarantee requirements and the liability requirements of King County. There are two types of financial guarantees for projects constructing NAVIX Lam's Seafood Market —Tukwila, WA Page 16 or modifying drainage facilities; the drainage facilities restoration and site stabilization guarantee, and the drainage defect and maintenance guarantee. Response: A Bond Quantity worksheet has been provided in the BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT section of this storm report. Core Requirement #8: Water Quality All proposed projects, including redevelopment projects, must provide water quality (WQ) facilities to treat the runoff from new and replaced pollution -generating impervious surfaces and pollution - generating pervious surfaces targeted for treatment. These facilities shall be selected from one of the area -specific WQ menus described in Section 1.2.8.1 and implemented according to the applicable WQ implementation requirements in Section 1.2.8.2 of the 2016 Manual. Response: Per the 2010 Tukwila Infrastructure Design and Construction Standards, Basic Water Quality Treatment is required in this area based on the proposed land use of the project. However, per KCSWDM Exemption Criteria, the project meets the Surface Area Exemption criteria because less than 5,000 SF of new PGIS that is not fully dispersed will be created, and less than % acre of new PGPS that is not fully dispersed will be added. The proposed redevelopment project will result in the addition of 425 SF of new impervious surface and 4,110 SF of replaced impervious surface for a total of 4,355 SF of new plus replaced impervious surface. Furthermore, the development proposes to convert 10,480 SF of existing PGIS to 5,420 SF of NPGIS, resulting in a reduction of 5,060 PGIS. Please see Exhibit A in Appendix A. Core Requirement #9: Flow Control BMPs All proposed projects, including redevelopment projects, must provide onsite flow control BMPs to mitigate the impacts of storm and surface water runoff generated by new impervious surface, new pervious surface, existing impervious surfaces, and replaced impervious surface targeted for mitigation as specified in the following sections. Flow control BMPs must be selected and applied according to the basic requirements, procedures, and provisions detailed in this section and the design specifications for each BMP in Appendix C, Section C.2. Flow control BMPs are methods and designs for dispersing, infiltrating, or otherwise reducing or preventing development -related increases in runoff at or near the sources of those increases. Flow control BMPs include, but are not limited to, preservation and use of native vegetated surfaces to fully disperse runoff; use of other pervious surfaces to disperse runoff; roof downspout infiltration; permeable pavements; bioretention; limited infiltration systems; and reduction of development footprint. Response: The proposed development will decrease the 100-year peak flows 0.011 CFS. Therefore, the project meets the flow control exemption criteria and flow control BMPs will not be required. NAVIX Lam's Seafood Market — Tukwila, WA Page 17 SPECIAL REQUIREMENTS Special Requirement #1: Other Adopted Area -Specific Requirements The drainage requirements of adopted CDAs, MDPs, BPs, SCPs, SFDPs, LMPs, FHMPs, and SFDPs shall be applied in addition to the drainage requirements of the 2016 Manual unless otherwise specified in the adopted regulation. Where conflicts occur between the two, the drainage requirements of the adopted area -specific regulation shall supersede those in the 2016 Manual. Response: The 2010 Tukwila Infrastructure Design and Construction Standards, Section 5.6.8.1., the duff layer and native topsoil shall be retained in an undisturbed state to the maximum extent practicable. Any duff layer or topsoil removed during grading shall be stockpiled on -site in a designated, controlled area not adjacent to public resources and critical areas. The material shall be reapplied to other portions of the site where feasible. Additionally, replaced topsoil shall have an organic matter content of between eight and thirteen percent dry weight and pH suitable for the proposed landscape plants. The proposed development will comply with these requirements and notes shall be added to the grading, erosion control, and landscape plans accordingly. Special Requirement #2: Flood Hazard Area Delineation Floodplains and floodways are subject to inundation during extreme events. The 100-year floodplains are delineated in order to minimize flooding impacts to new development and to prevent aggravation of existing flooding problems by new development. Regulations and restrictions concerning development within a 100-year floodplain are found in the Sensitive Areas Ordinance. Response: Per the most current FIRM Map, shown in the 100-year flood/overflow condition section of this report, the project site does not lie within the 100-year floodplain. Special Requirement #3: Flood Protection Facilities Developing sites protected by levees and revetments require a high level of confidence in their structural integrity and performance. Proper analysis, design, and construction are necessary to protect against the potentially catastrophic consequences if such facilities should fail. Response: The project site does not contain levees, revetments, or berm protection. Special Requirement #4: Source Controls Water quality source controls prevent rainfall and runoff water from coming into contact with pollutants, thereby reducing the likelihood that pollutants will enter public waterways and violate water quality standards and County stormwater discharge permit limits. The County may require mandatory source controls at any time through formal code enforcement if complaints or studies reveal water quality violations or problems. Response: All applicable non-structural Source Control BMPs will be implemented as outlined in the 2016 King County Stormwater Pollution Prevention Manual. No structural source controls are proposed as of this submittal. NAVIX Lam's Seafood Market —Tukwila, WA Page 18 Special Requirement #5: Oil Control Projects proposing to develop or redevelop a high -use site must provide oil controls in addition to any other water quality controls required by the 2016 Manual. Such sites typically generate high concentrations of oil due to high traffic turnover or the frequent transfer of oil. Response: Since this project is not a high -use site, oil control will not be incorporated into the drainage design. A high -use site is defined in the 2016 KCSWDM as "a commercial or industrial site that has an expected average daily traffic (ADT) count equal to or greater than 100 vehicles per 1,000 square feet of gross building area". NAVIX II Lam's Seafood Market — Tukwila, WA Page 19 OFFSITE ANALYSIS TASK 1: STUDY AREA DEFINITION AND MAPS Available resources such as the survey and topographic maps were utilized to prepare the downstream analysis. The two conveyance systems impacted by this development have been investigated. Conveyance System 1 includes an analysis to the outfall on Green River. Conveyance System 2 contains analysis area extended %-mile downstream of the project site. Figure 9 shows the general location of the critical areas relative to the proposed project site as designated on the City of Tukwila Critical Areas Map. No sensitive/critical areas are located on -site. Figure 9: Critical Areas Map NAVIX Lam's Seafood Market — Tukwila, WA Page 20 • • • • Special Requirement #5: Oil Control • Projects proposing to develop or redevelop a high -use site must provide oil controls in addition to • any other water quality controls required by the 2016 Manual. Such sites typically generate high concentrations of oil due to high traffic turnover or the frequent transfer of oil. • • Response: Since this project is not a high -use site, oil control will not be incorporated into the • drainage design. A high -use site is defined in the 2016 KCSWDM as "a commercial or industrial site ID 1,000 has an expected average daily traffic (ADT) count equal to or greater than 100 vehicles per 1,000 square feet of gross building area". • • • • • • • • • • • • • • • • Al • • • • • • • • • • • • • • • NAVIX Lam's Seafood Market —Tukwila, WA Page 19 • • OFFSITE ANALYSIS TASK 1: STUDY AREA DEFINITION AND MAPS Available resources such as the survey and topographic maps were utilized to prepare the downstream analysis. The two conveyance systems impacted by this development have been investigated. Conveyance System 1 includes an analysis to the outfall on Green River. Conveyance System 2 contains analysis area extended %-mile downstream of the project site. Figure 9 shows the general location of the critical areas relative to the proposed project site as designated on the City of Tukwila Critical Areas Map. No sensitive/critical areas are located on -site. Figure 9: Critical Areas Map NAVIX Lam's Seafood Market —Tukwila, WA Page 20 t•••••••••!••••s••••••••••••••••••••s•••••i• TASK 2: RESOURCE REVIEW The following resources were reviewed for existing/potential problems within the study area: • Site Survey • FEMA F.I.R.M. • City of Tukwila Critical Areas Map • King County iMap Floodplain • Reported Drainage Complaints • Current DOE 303(d) List A review of drainage complaints from the last 10 years within one -quarter mile of the project site, as supplied by King County, indicates that no drainage complaints have been filed as indicated below in Figure 10. Therefore, no drainage or water quality concerns appear to impact or be impacted by the development of this site. a N S167thSt S 168th St O 170th St .-a St 172nd PI Pew V ke Park 0 S 166th St Drainage complaint area, typical S1j8 Sr S 168th St } a d Tukwila Ti. .1 Andover Park E O Minkter Blvd Mmkler Elva _. 5 IBDt ,t,a nI S 180th St Figure 10: Drainage Complaints Map NAVIX Lam's Seafood Market —Tukwila, WA Page 21 TASK 3: FIELD INSPECTION UPSTREAM ANALYSIS The project site does not receive additional runoff from upstream properties. The adjacent properties flow away from the project site's property lines. DOWNSTREAM ANALYSIS A formal downstream analysis has been completed in accordance with the 2016 King County Surface Water Design Manual. The downstream analysis was completed on December 20, 2018. A map of the downstream path and both conveyance systems affected by this project has been analyzed. Piped flow enters drainage ditch here, drainage ditch continues to outfall Stormwater is conveyeu southerly by pipes to 1/4 mile downstream location Figure 11: Downstream Path NAVIX Lam's Seafood Market —Tukwila, WA Page 22 Conveyance System 1 Photo Description 1 Open -grate catch basin Looking west from north side of project site. On -site stormwater runoff from area north of existing shopping center is conveyed into an open - grate catch basin located south of Minkler Blvd. 2 Looking west on south side of Minkler Blvd. Stormwater is conveyed by 8-inch closed pipe westerly between existing shopping center and Minkler Blvd. NAVIX Lam's Seafood Market —Tukwila, WA Page 23 3 Looking north from the intersection of Minkler Blvd and Southcenter Pkwy. Stormwater is conveyed to an open -grate catch basin in the intersection of Minkler Blvd and Southcenter Pkwy. The system crosses Minkler Blvd in a 12" pipe and connects to a closed -grate catch basin. 4 Looking easterly down Minkler Blvd from the intersection of Minkler Blvd and Southcenter Pkwy. Stormwater flows into a 54-inch pipe running easterly down the north side of Minkler Blvd. NAVIX Lam's Seafood Market —Tukwila, WA Page 24 5 6 7 Looking east down Minkler Blvd from the northern side of the project site. Stormwater is conveyed through the 54-inch pipe easterly down the northern side of Minkler Blvd to an access manhole located across from the project site driveway. At this location, the flow enters a 66-inch conveyance pipe. Looking northeast at the intersection of Minkler Blvd and Andover Park W. Stormwater flows to a closed -grate access manhole located in the intersection of Minkler Blvd and Andover Park W. Looking south from 435 Minkler Blvd. Stormwater enters ditch from the 66-inch pipe on the southern side of Minkler Blvd. NAVIX Lam's Seafood Market — Tukwila, WA Page 25 8 9 Looking east from 500 Minkler Blvd. Drainage is conveyed easterly down the southern side of Minkler Blvd by ditch flow. Looking east from 663 Minkler Blvd. Drainage is conveyed down the drainage ditch to its outfall into Green River. NAVIX Lam's Seafood Market —Tukwila, WA Page 26 • • • • • • • • • • • • • • s • • • s • s • • • • • • • • • • • • • s • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Conveyance System 2 # Photo Description 1 Looking south from the project site. On -site stormwater runoff from area parking access road is conveyed to an open -grate catch basin located approximately 60 feet from Minkler Blvd in the center of the access road. *i''ll" Open grate catch basin 2 Looking south from southern end of project site. Stormwater is conveyed southerly in 12-inch CMP pipe underneath the existing loading dock wall to an open -grate catch basin. ,may,- . i i:... - _ WILL — { Googke NAVIX Lam's Seafood Market —Tukwila, WA Page 27 3 Looking south from southern end of project site. Stormwater is conveyed by 12" CMP pipe to an open - grate catch basin located in the loading area of Party City. 4 Looking south from access road from behind Best Buy. The 12" pipe continues southerly down the western side of the access road. NAVIX Lam's Seafood Market —Tukwila, WA Page 28 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 5 Looking south from access road behind Ross Dress for Less. Drainage continues southerly down access road to the 'A mile downstream location. NAVIX Lam's Seafood Market —Tukwila, WA Page 29 Conveyance System 3 # Photo Description Looking east from the project site. On -site stormwater runoff from parking area is conveyed to an open -grate catch basin located in the center of the drive aisle. " . A-' F` open grate catch basin _` _ _ 2 Looking northeast from the northeast end of the existing parking lot on -site. Stormwater is conveyed Y easterly by 8" pipe to an open -grate catch basin and then is conveyed through a y g 12" pipe to the stormwater detention pond. ` . ` - �. '" W C r4. — k- *, `" °" h' �. Stormwater �► detention pond •= y��rP Open -grate catch basin NAVIX Lam's Seafood Market —Tukwila, WA Page 30 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TASK 4: DRAINAGE SYSTEM DESCRIPTION AND PROBLEM DESCRIPTIONS There are no known problems with the drainage paths around the site. No downstream impacts from the proposed project are anticipated. TASK 5: MITIGATION OF EXISTING OR POTENTIAL PROBLEMS No existing or potential problems were identified as discussed in Task 4 above; therefore, mitigation is not warranted. NAVIX Lam's Seafood Market —Tukwila, WA Page 31 FLOW CONTROL, LID, AND WATER QUALITY FACILITIES ANALYSIS AND DESIGN EXISTING SITE HYDROLOGY The project site is approximately 28.06 acres (1,222,394 SF) and consists of an existing shopping center, access road, parking lot, landscaping, sidewalks, and ADA ramps. Runoff from the existing site is conveyed through three conveyance systems. The project site does not receive upstream run- on. The pre -developed conditions are shown in Tables la and 1b. See Figure 12 for the Existing Conditions Map. Table la: On -Site Areas Existing Conditions Area (AC) Description 0.00 Sidewalk 0.23 Asphalt 0.01 Landscape 0.24 Total On -site Area Table lb: Off -Site Areas Existing Conditions Area (AC) Description 0.01 Sidewalk 0.01 Asphalt 0.01 Landscape 0.03 Total Off -site Area v 4,4 • i/ Figure 12: Existing Conditions Map NAVIX Lam's Seafood Market —Tukwila, WA Page 32 DEVELOPED SITE HYDROLOGY The project proposes to construct a new building entrance structure, a new outdoor plaza area, new canopied areas, and site improvements. A water connection and fire hydrant will also be constructed as part of this development. The driveway access will be widened, and ADA stalls be added to accommodate the new entrance. The developed surface conditions areas are noted in Tables 2a and 2b. See Figure 13 for the Developed Conditions Map. Table 2a: On -Site Areas Proposed On -Site Surface Conditions Area (AC) Description 0.01 Building 0.08 Asphalt 0.11 Sidewalk/Plaza 0.04 Landscape 0.24 Total On -site Area Table 2b: Off -Site Areas Proposed Off -Site Surface Conditions Area (AC) Description 0.01 Asphalt 0.01 Sidewalk/Plaza 0.00 Landscape 0.03 Total Off -site Area t MINK - -' Connection to Conveyance System 1 11, Canopy runoff to chain downspouts in landscape planter Downspouts Canopy runoff to splashblocks in landscape planter II Area Drain/Connection _ to Conveyance System A Open -grate catch basin PERVIOUS SURFACE 0.04 AC PQS 0.11 AC NPGIS 0.12 AC Connection to Conveyance System 2 Canopy runoff to splashblocks in landscape planter Figure 13: Developed Conditions Map NAVIX Lam's Seafood Market — Tukwila, WA Page 33 FLOW CONTROL FACILITIES Per the 2010 City of Tukwila Infrastructure Design and Construction Standards, the project site is within a Level 2 Conservation to Existing Conditions Area. See below for exeption criteria: "The exception to requiring flow control in this area shall be as follows: The facility requirement in the Level 2 Conservation to Existing Conditions is waived for any threshold discharge area in which there is no more than a 0.1-cfs difference in the sum of developed 100-year peak flows for those target surfaces subject to this requirement and the sum of existing site conditions 100-year peak flows for the same surface areas. Note: for the purposes of this calculation, target surfaces served by flow control BMPs per KCSWDM Appendix C may be modeled in accordance with the flow control BMP facility sizing credits in Table 1.2.3.0 (p. 1-47)." The existing and proposed facilities were modeled usoing WWHM 2012. The exisiting 100-year peak flow rate was found to be 0.199 cfs, and the proposed 100-year peak flow rate is 0.188 cfs. The project site reduces the flow 0.011 cfs. Therefore, flow control facilities will not be required. See Appendix C—WWHM 2012 Report. WATER QUALITY FACILITIES Per the 2010 Tukwila Infrastructure Design and Construction Standards, Basic Water Quality Treatment is required in this area based on the proposed land use of the project. However, per KCSWDM Exemption Criteria, the project meets the Surface Area Exemption criteria because less than 5,000 SF of new PGIS that is not fully dispersed will be created, and less than acre of new PGPS that is not fully dispersed will be added. The proposed redevelopment project will result in the addition of 425 SF of new impervious surface and 4,110 SF of replaced impervious surface for a total of 4,355 SF of new plus replaced impervious surface. Furthermore, the development proposes to convert 10,480 SF of existing PGIS to 5,420 SF of NPGIS, resulting in a reduction of 5,060 PGIS. Please see Exhibit A in Appendix A. NAVIX Lam's Seafood Market —Tukwila, WA Page 34 100-YEAR FLOOD/OVERFLOW CONDITION Review of the most recent FEMA FIRM as adopted by King County indicates that the development area on the project site does not lie within the 100-year flood plain. The portion of FIRM containing the subject property is included in Figure 14 below. KingCounty iMap r ae _:a 3:1 It 111n11.1II�H14 1■�IIItt 1111i� at i 1 J_ S I adf• waat, ati PROJECT SITE 51 au ( j h. mrq.. q anq County ow, e.t a rem, et •ew arse a suttee tn Ua•q ng<Cay. malls,en tepee •4—a•q-e. a<)m^V�m a earns In aln.ya.alnf F•a Cou, Inaµ..• • •v 9s�sl O ina� nen., M na rang tear to wen tuna, Y ...mutt, <�mYn• l m n• .aV AM a•. etM m1 ; o Naemnm� net*" .. .e m ran 0. auavn eatarer o•Are t-oan1 Date 12.'192018 FEMA 100 Yea, Floodplan King County Leg end River facilities levee pump station revetment construct., channel FEMA prelrminan floodway FEMA teellminary 1041 - vear tloodplaln Figure 14: King County FEMA Map NAVIX Lam's Seafood Market —Tukwila, WA Page 35 CONVEYANCE SYSTEM ANALYSIS AND DESIGN In the conveyance system, the proposed 12-inch diameter pipe at 0.5% minimum slope is the most restrictive element. As demonstrated in the Figure 15 below, this element can provide conveyance capacity up to 2.70 cfs flowing near full. This is more than enough capacity to handle the 100-year, 24-hour peak flow of 0.188 cfs from the entire redeveloped area, as indicated in the WWHM input and output from the developed site below: Solve For Flowrate cfs Slope ftAt Manning s n Depth of Flow in Diameter in velocity fps 3.4885 area ft2 0.7854 Penmeter in 37.6991 Wetted .Area ft2 0.7742 Wetted Perimeter in 32.7655 Hydraulic Radius in 3.4025 Percent Full 95.8333 Pipe Shape Circular Pot Output Critical Rating OK Cancel Figure 15: Manning's Calculation for 12-Inch Pipe NAVIX Lam's Seafood Market —Tukwila, WA • • • • • • • • • • • • • • • • • • • • • • • i • w i • • • • • • • • Page 36 • • MITIGATED LAND USE Name : Basin 1 Bypass: No GroundWater: No Pervious Land Use C, Lawn, Flat Pervious Total acre .04 0.04 Impervious Land Use acre SIDEWALKS FLAT 0.12 PARKING FLAT 0.11 Impervious Total 0.23 Basin Total 0.27 Element Flows To: Surface Interflow Groundwater Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 5 year 10 year 25 year 50 year 0.090252 0.114892 0.131734 0.153683 0.170553 100 year 0.187888 SPECIAL REPORTS AND STUDIES Special reports and studies for this property include the following (See Appendix C): OTHER PERMITS Other permits required for this project include the following: • Building Permit and building -related permits • Clearing and Grading Permit • City of Tukwila Public Works Permit NAVIX Lam's Seafood Market —Tukwila, WA Page 37 CSWPPP ANALYSIS AND DESIGN ESC Plan Analysis and Design (Part A) All erosion and sediment control measures shall be governed by the requirements of the King County. A temporary erosion and sedimentation control plan has been prepared to assist the contractor in complying with these requirements. The Erosion and Sediment Control (ESC) plan is included with the construction plans. 1. Erosion Risk Assessment The degree of erosion risk on the proposed project site is minimal. The following factors contribute to a low degree of erosion risk: • Slope across the site is slight. Runoff will not travel at high velocities across the site and, therefore, will not cause noticeable erosion impacts. • The site is already stabilized with hard surfaces and the portions that will be removed will generally create temporary closed depression areas that will trap stormwater runoff. 2. Construction Sequence And Procedure The proposed development will include an erosion/sedimentation control plan designed to prevent sediment -laden run-off from leaving the site during construction. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography and climate. Erosion/sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Prior to the start of any grading activity upon the site, all erosion control measures, including stabilized construction entrances, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site will be provided with a subsequent submittal. 3. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural items will be used to control erosion and sedimentation processes: • Compost socks • Catch basin inlet sediment protection • Proper cover measures Weekly inspection of the erosion control measures will be required during construction. Any sediment buildup shall be removed and disposed of off -site. Vehicle tracking of mud off -site shall be avoided. Installation of a stabilized construction entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. In the event that mud is tracked off site, it shall be swept up and disposed of off -site on a daily basis. Depending on the amount of tracked mud, a vehicle road sweeper may be required. NAVIX Lam's Seafood Market —Tukwila, WA Page 38 Because vegetative cover is the most important form of erosion control, construction practices must adhere to stringent cover requirements. More specifically, the contractor will not be allowed to leave soils open for more than 14 days and, in some cases, immediate seeding will be required. 4. Wet Weather TESC Operating Plan Work between October 15t and April 30th must adhere to the Wet Season Special Provisions noted in Section D.5.2 in Appendix D of the 2016 KCSWDM. SWPPS Plan Design (Part B) A variety of storm water pollutant controls are recommended for this project. Some controls are intended to function temporarily and will be used as needed for pollutant control during the construction period. These include temporary sediment barriers such as silt fences. For most disturbed areas, permanent stabilization will be accomplished by covering the soil with pavement, building, or vegetation. The CSWPPP Worksheet Forms are located in Appendix C. A. Erosion and Sediment Controls 1. Soil Stabilization - The purpose of soil stabilization is to prevent soil from leaving the site. In the natural condition, soil is stabilized by native vegetation. The primary technique to be used at this project for stabilizing site soil will be to provide a protective cover of grass, pavement, or building. a) See 2016 KCSWDM Section D.3.2.6 for Temporary and Permanent Seeding requirements. b) Structural Controls —See construction plans for the TESC Plan D-2.0. Inlet protection and straw wattles are proposed to minimize siltation of construction activities. c) Clearing Limits — Clearing limits are defined by the placement of silt fence or construction fence. d) Storm Drain Inlet Protection — Curb and grated inlets are protected from the intrusion of silt and sediment through a variety of measures as shown on the Construction Drawings. The primary mechanism is to place controls in the path of flow sufficient to slow sediment -laden water to allow settlement of suspended soils before discharging into the storm sewer. Controls typically provide a secondary benefit by means of filtration. Grated inlets typically include a sturdy frame wrapped in silt fence or crushed stone -lined perimeter to slow the flow of water. Curb inlets typically include crushed stone barriers held in place with silt fence material or geotextile fabric. Where inlets are located in paved areas the contractor shall install filter fabric in the catch basin. See 2016 KCSWDM Section D.5.5 for Final Stabilization requirements. NAVIX • Lam's Seafood Market — Tukwila, WA Page 39 B. Other Pollutant Controls Control of sediments has been described previously. Other aspects of this SWPPP are listed below: 1. Dust Control - Construction traffic must enter and exit the site at the stabilized construction entrance. The purpose is to trap dust and mud that would otherwise be carried off -site by construction traffic. Water trucks will be used as needed during construction to reduce dust generated on the site. Dust control must be provided by the General Contractor to a degree that is acceptable to the owner, and in compliance with applicable local and state dust control regulations. After construction, the site will be stabilized (as described elsewhere), which will reduce the potential for dust generation. Chemical treatments have not been approved for this site. The Civil Engineer of Record must be contacted if these are requested to be utilized. 2. Solid Waste Disposal - No solid materials, including building materials, are allowed to be discharged from the site with stormwater. All solid waste, including disposable materials incidental to the major construction activities, must be collected and placed in containers. The containers will be emptied as necessary by a contract trash disposal service and hauled away from the site. The location of solid waste receptacles shall be shown on the TESC Plan D-2.0. Substances that have the potential for polluting surface and/or groundwater must be controlled by whatever means necessary in order to ensure that they do not discharge from the site. As an example, special care must be exercised during equipment fueling and servicing operations. If a spill occurs, it must be contained and disposed so that it will not flow from the site or enter groundwater, even if this requires removal, treatment, and disposal of soil. In this regard, potentially polluting substances should be handled in a manner consistent with the impact they represent. 3. Water Source - Non -storm water components of site discharge must be clean water. Water used for construction which discharges from the site must originate from a public water supply or private well approved by the State Health Department. Water used for construction that does not originate from an approved public supply must not discharge from the site. 4. Concrete Waste from Concrete Ready -Mix Trucks — Discharge of excess or waste concrete and/or wash water from concrete trucks will be allowed on the construction site, but only in specifically designated diked areas that have been prepared to prevent contact between the concrete and/or wash water and storm water that will be discharged from the site. Waste concrete can be placed into forms to make riprap or other useful concrete products. The cured residue from the concrete washout diked areas shall be disposed in accordance with applicable state NAVIX Lam's Seafood Market — Tukwila, WA Page 40 and federal regulations. The jobsite superintendent is responsible for assuring that these procedures are followed. 5. Fuel Tanks — Temporary on -site fuel tanks for construction vehicles shall meet all state and federal regulations. Tanks shall have approved spill containment with the capacity required by the applicable regulations. The tank shall be in sound condition free of rust or other damage which might compromise containment. Hoses, valves, fittings, caps, filler nozzles, and associated hardware shall be maintained in proper working condition at all times. Temporary on -site fuel tanks are not proposed for this project at this time. 6. Hazardous Waste Management and Spill Reporting Plan — Any hazardous or potentially hazardous waste that is brought onto the construction site will be handled properly in order to reduce the potential for storm water pollution. All materials used on this construction site will be properly stored, handled and dispensed following any applicable label directions. Material Safety Data Sheets (MSDS) information will be kept on site for any and all applicable materials. Should an accidental spill occur, immediate action will be undertaken by the General Contractor to contain and remove the spilled material. All hazardous materials will be disposed of by the Contractor in the manner specified by local, state, and federal regulations and by the manufacturer of such products. As soon as possible, the spill will be reported to the appropriate state and local agencies. As required under the provisions of the Clean Water Act, any spill or discharge entering the waters of the United States will be properly reported. The General Contractor will prepare a written record of any such spill and will provide notice to the Owner within 24-hours of the occurrence of the spill. Any spills of petroleum products or hazardous materials in excess of Reportable Quantities as defined by EPA or the state or local agency regulations, shall be immediately reported to the EPA National Response Center (1-800-424-8802) and the Washington State Department of Ecology at (360) 407-6300 or 1-800-258- 5990. The reportable quantity for petroleum products is per the State of Washington is any amount that contacts public waterways or public storm systems OR equal to or greater than 1 gallon on a commercial project that does not contact public water systems such as creeks, rivers, lakes, or storm systems and must be reported within 24 hours. The EPA guidelines define spills within the public water systems as those that: violate applicable water quality standards; cause a film or "sheen" upon, or discoloration of the surface of the water or adjoining shorelines; or cause a sludge or emulsion to be deposited beneath the surface of the water or upon adjoining shorelines. The reportable quantity for hazardous materials is per the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), and is any hazardous substance with reportable quantity that appears in Table 302.4of 40 CFR parts 302, for other substance not found on this list, the reportable quantity is one pound. NAVIX Lam's Seafood Market — Tukwila, WA Page 41 In order to minimize the potential for a spill of hazardous materials to come in contact with stormwater, the following steps will be implemented: a) All materials with hazardous properties (such as pesticides, petroleum products, fertilizers, detergents, construction chemicals, acids, paints, paint solvents, cleaning solvents, additives for soil stabilization, concrete, curing compounds and additives, etc.) will be stored in a secure location, under cover, when not in use. b) The minimum practical quantity of all such materials will be kept on the job site and scheduled for delivery as close to time of use as practical. c) A spill control and containment kit (containing for example, absorbent such as kitty litter or sawdust, acid neutralizing agent, brooms, dust pans, mops, rags, gloves, goggles, plastic and metal trash containers, etc.) will be provided at the storage site. d) All of the product in a container will be used before the container is disposed of. All such containers will be triple rinsed, with water prior to disposal. The rinse water used in these containers will be disposed of in a manner in compliance with state and federal regulations and will not be allowed to mix with storm water discharges. e) All products will be stored in and used from the original container with the original product label. f) All products will be used in strict compliance with instructions on the product label. g) The disposal of excess or used products will be in strict compliance with instructions on the product label. 7. Long -Term Pollutant Controls - Storm water pollutant control measures installed during construction, that will also provide benefits after construction, will not be applicable to this project since most of the pollution control measures are already in place. Those sediment barriers that do not interfere with normal operations and appear to provide long-term benefits can be left in place after construction is completed. 8. Source Controls — Per Section 1.3.4 of the 2016 KCSWDM, structural source control measures, such as car was pads or dumpster area roofing, shall be applied to the entire site containing the proposed project, not just the project site. Dumpster area roofing is proposed as a structural source control for this project. B. Construction Phase "Best Management Practices" During the construction phase, the General Contractor shall implement the following measures: NAVIX Lam's Seafood Market —Tukwila, WA Page 42 1. Materials resulting from the clearing and grubbing or excavation operations shall be stockpiled up slope from adequate sedimentation controls. Materials removed to an off -site location shall be protected with appropriate controls and properly permitted. 2. The General Contractor shall designate areas on the TESC Plan D-2.0 for equipment cleaning, maintenance, and repair. The General Contractor and subcontractors shall utilize such designated areas. Cleaning, maintenance, and repair areas shall be protected by a temporary perimeter berm, shall not occur within 150 feet away of any waterway, and in areas located as far as practical from storm drains. 3. Use of detergents for large scale washing is prohibited (i.e., vehicles, buildings, pavement surfaces, etc.) 4. Chemicals, paints, solvents, fertilizers, and other toxic materials must be stored in weatherproof containers. Except during application, the contents must be kept in trucks or within storage facilities. Runoff containing such material must be collected, removed from the site, treated, and disposed at an approved solid waste or chemical disposal facility. C. Off -Site Facilities Whenever dirt, rock, or other materials are imported to the construction site or exported for placement in areas off of the primary construction site, the General Contractor is responsible for determining that all stormwater permitting and pollution control requirements are met for each and every site which receives such materials or from which such materials are taken. Prior to the disturbance of any such site, the General Contractor will furnish the Owner with a copy of the storm water permit issued for each such site, as well as a copy of the off -site Owners certification statement agreeing to implement necessary storm water pollution prevention measures. The General Contractor will also furnish a copy of the SWPPP for each such site, including a description of the erosion control measures, which will be applied. At a minimum, each off -site area that provides or receives materials or is disturbed by project activities must implement erosion control measures consisting of perimeter controls on all down slope and side slope boundaries and must also provide for both temporary stabilization measures and for permanent re -vegetation after all disturbance is ended. NAVIX Lam's Seafood Market —Tukwila, WA Page 43 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT The following information is provided below: • Site Improvement Bond Quantity Worksheet • Declaration of Covenant for Maintenance and Inspection of Flow Control BMPs NAVIX Lam's Seafood Market — Tukwila, WA Page 44 Site Improvement Bond Quantity Worksheet King County Department of Permitting & Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, Washington 98065-9266 206-296-6600 TTY Relay 711 S15 Web date: 04/03/201! For alternate formats, call 206-296-6600. Project Name: Lam's Seafood Market Location: 17300 Southcenter Pwky, Tukwila, WA 98188 Clearing greater than or equal to 5,000 board feet of timber? yes x_ no If yes, Forest Practice Permit Number: (RCW 76.09) Page 1 of 9 Lams_Bond Quantity Worksheet.xlsx Date: Project No.: Activity No.: 12/20/2018 Note: All prices include labor, equipment, materials, overhead and profit. Prices are from RS Means data adjusted for the Seattle area or from local sources if not included in the RS Means database. Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet S15 Web date: 04/03/201f f , r - _4�� .Reference #. Unit_ Price;, • `Unit �: m. Quantity #of` Applications :Cost EROSION/SEDIMENT CONTROL: :: .A.r_. g Number .;,, f , �., � � _ • -.. ,.. _ Backfill & compaction -embankment ESC-1 $ 6.00 CY Check dams, 4" minus rock ESC-2 SWDM 5.4.6.3 $ 80.00 Each Crushed surfacing 1 1/4" minus ESC-3 WSDOT 9-03.9(3) $ 95.00 CY Ditching ESC-4 $ 9.00 CY Excavation -bulk ESC-5 $ 2.00 CY Fence, silt ESC-6 SWDM 5.4.3.1 $ 1.50 LF Fence, Temporary (NGPE) ESC-7 $ 1.50 LF Hydroseeding ESC-8 SWDM 5.4.2.4 $ 0.80 SY Jute Mesh ESC-9 SWDM 5.4.2.2 $ 3.50 SY Mulch, by hand, straw, 3" deep ESC-10 SWDM 5.4.2.1 $ 2.50 SY Mulch, by machine, straw, 2" deep ESC-11 SWDM 5.4.2.1 $ 2.00 SY Piping, temporary, CPP, 6" ESC-12 $ 12.00 LF Piping, temporary, CPP, 8" ESC-13 $ 14.00 LF Pipingtemporary, CPP, 12" ESC-14 $ 18.00 LF Plastic covering, 6mm thick, sandbagged ESC-15 SWDM 5.4.2.3 $ 4.00 SY -- Rip Rap, machine placed; slopes ESC-16 WSDOT 9-13.1(2) $ 45.00 CY Rock Construction Entrance, 50'x15'x1' ESC-17 SWDM 5.4.4.1 $ 1,800.00 Each Rock Construction Entrance, 100'x15'x1' ESC-18 SWDM 5.4.4.1 $ 3,200.00 Each Sediment pond riser assembly ESC-19 SWDM 5.4.5.2 $ 2,200.00 Each Sediment trap, 5' high berm ESC-20 SWDM 5.4.5.1 $ 19.00 LF Sed. trap, 5' high, riprapped spillway berm section ESC-21 SWDM 5.4.5.1 $ 70.00 LF Seeding, by hand ESC-22 SWDM 5.4.2.4 $ 1.00 SY Sodding, 1" deep, level ground ESC-23 SWDM 5.4.2.5 $ 8.00 SY Sodding, 1" deep, sloped ground ESC-24 SWDM 5.4.2.5 $ 10.00 SY TESC Supervisor ESC-25 $ 110.00 HR 40 1 4400 Water truck, dust control ESC-26 SWDM 5.4.7 $ 140.00 HR WRITE=IN=ITEMS ***.:(see"pasie'9� y ' _ :; :, .: ° Straw Wattles $ 1.50 LF 825 1 1238 Inlet Protection $ 50.00 Each 14 1 700 Tree Protection fencing $ 100.00 Each 4 1 400 Temporary chainlink fencing $ 10.00 LF 837 1 8370 ESC SUBTOTAL: 30% CONTINGENCY & MOBILIZATION: ESC TOTAL: COLUMN: Lams Bond Quantity Worksheet.xlsx $ 15,107.50 $ 4,532.25 $ 19,639.75 A Unit prices updated: 3/2/2015 Version: 3/2/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right -of -Way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. Cost Quant. Cost Quant. Cost GENERAL ITEMS No. Backfill & Compaction- embankment GI - 1 $ 6.00 CY Backfill & Compaction- trench GI - 2 $ 9.00 CY 15 135.00 43 387.00 Clear/Remove Brush, by hand GI - 3 $ 1.00 SY Clearing/Grubbing/Tree Removal GI - 4 $ 10,000.00 Acre 0.3 3,000.00 Excavation - bulk GI - 5 $ 2.00 CY Excavation - Trench GI - 6 $ 5.00 CY 15 75.00 43 215.00 Fencing, cedar, 6' high GI - 7 $ 20.00 LF Fencing, chain link, vinyl coated, 6' high GI - 8 $ 20.00 LF Fencing, chain link, gate, vinyl coated, 20' GI - 9 $ 1,400.00 Each Fencing, split rail, 3' high GI - 10 $ 15.00 LF Fill & compact - common barrow GI - 11 $ 25.00 CY Fill & compact - gravel base GI - 12 $ 27.00 CY Fill & compact - screened topsoil GI - 13 $ 39.00 CY Gabion, 12" deep, stone filled mesh GI - 14 $ 65.00 SY Gabion, 18" deep, stone filled mesh GI - 15 $ 90.00 SY Gabion, 36" deep, stone filled mesh GI - 16 $ 150.00 SY Grading, fine, by hand GI - 17 $ 2.50 SY Grading, fine, with grader GI - 18 $ 2.00 SY 194 388.00 Monuments, 3' long GI - 19 $ 250.00 Each Sensitive Areas Sign GI - 20 $ 7.00 Each Sodding, 1" deep, sloped ground GI - 21 $ 8.00 SY 194 1,552.00 Surveying, line & grade GI - 22 $ 850.00 Day Surveying, lot location/lines GI - 23 $ 1,800.00 Acre Traffic control crew (2 flaggers) GI - 24 $ 120.00 HR Trail, 4" chipped wood GI - 25 $ 8.00 SY Trail, 4" crushed cinder GI - 26 $ 9.00 SY Trail, 4" top course GI - 27 $ 12.00 SY Wall, retaining, concrete GI - 28 $ 55.00 SF Wall, rockery GI - 29 $ 15.00 SF Page 3 of 9 "KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 210.00 5,542.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. 1 Cost Quant. I Cost Quant. I Cost ROAD IMPROVEMENT No. AC Grinding, 4' wide machine < 1000sy RI - 1 $ 30.00 SY AC Grinding, 4' wide machine 1000-2000sy RI - 2 $ 16.00 SY 30 480.00 1040 16,640.00 AC Grinding, 4' wide machine > 2000sy RI - 3 $ 10.00 SY AC Removal/Disposal RI - 4 $ 35.00 SY 30 1,050.00 1040 36,400.00 Barricade, type III ( Permanent) RI - 6 $ 56.00 LF Curb & Gutter, rolled RI - 7 $ 17.00 LF Curb & Gutter, vertical RI - 8 $ 12.50 LF 50 625.00 350 4,375.00 Curb and Gutter, demolition and disposal RI - 9 $ 18.00 LF 82 1,476.00 147 2,646.00 Curb, extruded asphalt RI - 10 $ 5.50 LF Curb, extruded concrete RI - 11 $ 7.00 LF Sawcut, asphalt, 3" depth RI - 12 $ 1.85 LF 82 151.70 540 999.00 Sawcut, concrete, per 1" depth RI - 13 $ 3.00 LF 12 36.00 Sealant, asphalt RI - 14 $ 2.00 LF 82 164.00 540 1,080.00 Shoulder, AC, ( see AC road unit price) RI - 15 $ - SY Shoulder, gravel, 4" thick RI - 16 $ 15.00 SY Sidewalk, 4" thick RI - 17 $ 38.00 SY 30 1,140.00 365 13,870.00 Sidewalk, 4" thick, demolition and disposal RI - 18 $ 32.00 SY 17 544.00 Sidewalk, 5" thick RI - 19 $ 41.00 SY Sidewalk, 5" thick, demolition and disposal RI - 20 $ 40.00 SY Sign, handicap RI - 21 $ 100.00 Each 2 200.00 Striping, per stall RI - 22 $ 7.00 Each 3 21.00 Striping, thermoplastic, ( for crosswalk) RI - 23 $ 3.00 SF 985 2,955.00 Striping, 4" reflectorized line _ RI - 24 $ 0.50 LF 40 20.00 Page 4 of 9 "KCC 27A authorizes only one bond reduction. I-?mc Rnnd (liiantity 1A/nrkehoet vlcx SUBTOTAL 3,901.70 76,251.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Renort natA• 12/21/7018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. I Cost Quant. I Cost Quant. I Cost ROAD SURFACING No. (4" Rock = 2.5 base & 1.5" top course) 9 1/2" Rock= 8" base & 1.5" top course) Additional 2.5" Crushed Surfacing RS - 1 $ 3.60 SY HMA 1/2" Overlay, 1.5" RS - 2 $ 14.00 SY HMA 1/2" Overlay 2" RS - 3 $ 18.00 SY HMA Road, 2", 4" rock, First 2500 SY RS - 4 $ 28.00 SY 54 1,512.00 HMA Road, 2", 4" rock, Qty. over 2500 SY RS - 5 $ 21.00 SY HMA Road, 3", 9 1/2" Rock, First 2500 SY RS - 6 $ 42.00 SY HMA Road, 3", 9 1/2" Rock, Qty Over 2500 ; RS - 7 $ 35.00 SY Not Used RS - 8 Not Used RS - 9 HMA Road, 6" Depth, First 2500 SY RS - 10 $ 33.10 SY HMA Road, 6" Depth, Qty. Over 2500 SY RS - 11 $ 30.00 SY HMA 3/4" or 1", 4" Depth RS - 12 $ 20.00 SY Gravel Road, 4" rock, First 2500 SY RS - 13 $ 15.00 SY Gravel Road, 4" rock, Qty. over 2500 SY RS - 14 $ 10.00 SY PCC Road (Add Under Write -Ins w/Design) RS - 15 Thickened Edge RS - 17 $ 8.60 LF _ Page 5 of 9 *KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 1,512.00 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. I Cost Quant. Cost Quant. I Cost DRAINAGE (CPP = Corrugated Plastic Pipe, N12 or Equivalent) For Culvert prices, Avera e of 4' cover was assumed Access Road, R/D D - 1 $ 21.00 SY Bollards - fixed D - 2 $ 240.74 Each 9 2,166.66 Bollards - removable D - 3 $ 452.34 Each (CBs include frame and lid) CB Type I D - 4 $ 1,500.00 Each 1 1,500.00 CB Type IL D - 5 $ 1,750.00 Each CB Type II, 48" diameter D - 6 $ 2,300.00 Each for additional depth over 4' D - 7 $ 480.00 FT CB Type II, 54" diameter D - 8 $ 2,500.00 Each for additional depth over 4' D - 9 $ 495.00 FT CB Type II, 60" diameter D - 10 $ 2,800.00 Each for additional depth over 4' D - 11 $ 600.00 FT CB Type II, 72" diameter D - 12 $ 3,600.00 Each for additional depth over 4' D - 13 $ 850.00 FT Through -curb Inlet Framework (Add) D - 14 $ 400.00 Each Cleanout, PVC, 4" D - 15 $ 150.00 Each Cleanout, PVC, 6" 0 - 16 $ 170.00 Each 2 340.00 Cleanout, PVC, 8" D - 17 $ 200.00 Each Culvert, PVC, 4" D - 18 $ 10.00 LF Culvert, PVC, 6" D - 19 $ 13.00 LF Culvert, PVC, 8" D - 20 $ 15.00 LF Culvert, PVC, 12" D - 21 $ 23.00 LF Culvert, CMP, 8" D - 22 $ 19.00 LF Culvert, CMP, 12" D - 23 $ 29.00 LF Culvert, CMP, 15" D - 24 $ 35.00 LF Culvert, CMP, 18" D - 25 $ 41.00 LF Culvert, CMP, 24" D - 26 $ 56.00 LF Culvert, CMP, 30" D - 27 $ 78.00 LF Culvert, CMP, 36" D - 28 $ 130.00 LF Culvert, CMP, 48" D - 29 $ 190.00 LF Culvert, CMP, 60" D - 30 $ 270.00 LF Culvert, CMP, 72" D - 31 $ 350.00 LF Page 6 of 9 *KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 4,006.66 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 DRAINAGE CONTINUED Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements No. Unit Price Unit Quant. Cost Quant. Cost Quant. Cost Culvert, Concrete, 8" D - 32 $ 25.00 LF Culvert, Concrete, 12" D - 33 $ 36.00 LF Culvert, Concrete, 15" D - 34 $ 42.00 LF Culvert, Concrete, 18" D - 35 $ 48.00 LF Culvert, Concrete, 24" D - 36 $ 78.00 LF Culvert, Concrete, 30" D - 37 $ 125.00 LF Culvert, Concrete, 36" D - 38 $ 150.00 LF Culvert, Concrete, 42" D - 39 $ 175.00 LF Culvert, Concrete, 48" D - 40 $ 205.00 LF Culvert, CPP, 6" D - 41 $ 14.00 LF 25 $ 350.00 Culvert, CPP, 8" D - 42 $ 16.00 LF 40 $ 640.00 Culvert, CPP, 12" D - 43 $ 24.00 LF Culvert, CPP, 15" D - 44 $ 35.00 LF Culvert, CPP, 18" D - 45 $ 41.00 LF Culvert, CPP, 24" D - 46 $ 56.00 LF Culvert, CPP, 30" D - 47 $ 78.00 LF Culvert, CPP, 36" D - 48 $ 130.00 LF Ditching D - 49 $ 9.50 CY Flow Dispersal Trench (1,436 base+) D - 50 $ 28.00 LF French Drain (3' depth) D - 51 $ 26.00 LF Geotextile, laid in trench, polypropylene D - 52 $ 3.00 SY Mid -tank Access Riser, 48" dia, 6' deep D - 54 $ 2,000.00 Each Pond Overflow Spillway D - 55 $ 16.00 SY Restrictor/Oil Separator, 12" D - 56 $ 1,150.00 Each Restrictor/Oil Separator, 15" D - 57 $ 1,350.00 Each Restrictor/Oil Separator, 18" D - 58 $ 1,700.00 Each Riprap, placed D - 59 $ 42.00 CY Tank End Reducer (36" diameter) D - 60 $ 1,200.00 Each Trash Rack, 12" D - 61 $ 350.00 Each Trash Rack, 15" D - 62 $ 410.00 Each Trash Rack, 18" D - 63 $ 480.00 Each Trash Rack, 21" D - 64 $ 550.00 Each Page 7 of 9 `KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx SUBTOTAL 990 Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Web date: 04/03/2015 Existing Right-of-way Future Public Right of Way & Drainage Facilities Private Improvements Unit Price Unit Quant. I Price Quant. I Cost Quant. I Cost PARKING LOT SURFACING Not To Be Used For Roads Or Shoulders 2" AC, 2" top course rock & 4" borrow PL - 1 $ 21.00 SY NA NA 263 5523 2" AC, 1.5" top course & 2.5" base course PL - 2 $ 28.00 SY NA NA 4" select borrow PL - 3 $ 5.00 SY NA NA 1.5" top course rock & 2.5" base course PL - 4 $ 14.00 SY NA NA UTILITY POLES & STREET LIGHTING Utility pole relocation costs must be accompanied byFranchise Utility's Cost Estimate Utility Pole(s) Relocation UP-1 Lump Sum Street Light Poles w/Luminaires UP-2 $ 7,500.00 Each WRITE -IN -ITEMS (Such as detention/water quality vaults.) No. Yard Drain WI - 3 $ 200.00 Each 1 200.00 Splashblocks WI - 4 $ 50.00 Each 5 250.00 Pavement Markings/Stop Bar WI - 5 $ 150.00 Each 5 750.00 Stop Sign WI - 6 $ 100.00 Each 1 100.00 WI-7 WI-8 WI-9 vo-10 SUBTOTAL SUBTOTAL (SUM ALL PAGES): 30% CONTINGENCY & MOBILIZATION: GRANDTOTAL: COLUMN: Page 8 of 9 'KCC 27A authorizes only one bond reduction. Lams_Bond Quantity Worksheet.xlsx 5,413.70 1,624.11 4,930.00 1,479.00 93,612.66 28, 083.80 7,037.81 6,409.00 121,696.46 C D Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 Site Improvement Bond Quantity Worksheet Original bond computations prepared by: Name: Jenelle Taflin, P.E., LEED AP PE Registration Number: Firm Name: Address: 41872 Navix Engineering, Inc. 11235 SE 6th St, Suite 150, Bellevue, WA 98004 Date: Tel. #: Project No: Web date: 04/03/2015 12/20/2018 (425) 458-7896 Stabilization/Erosion Sediment Control (ESC) Existing Right -of -Way Improvements Future Public Right of Way & Drainage Facilities Private Improvements Calculated Quantity Completed Total Right -of Way and/or Site Restoration Bond*/** (First $7,500 of bond* shall be cash. Performance Bond* Amount (A+B+C+D) = TOTAL Maintenance/Defect Bond* Total FINANCIAL GUARANTEE REQUIREMENTS PERFORMANCE BOND* AMOUNT 19,639.8 7,037.8 6,409.0 121,696.5 26,677.6 154,783.0 Minimum is $2000. NAME OF PERSON PREPARING BOND* REDUCTION: Jenelle Taflin MINIMUM BOND* AMOUNT REQUIRED FOR RECORDING OR TEMPORARY OCCUPANCY AT SUBSTANTIAL COMPLETION "* T x 0.30 $ 46,434.9 Minimum is $2000. PUBLIC ROAD & DRAINAGE MAINTENANCE/DEFECT BOND' (B+C) x 0.25= $ 3,361.7 Minimum is $2000. Date: 12/20/2018 NOTE: The word "bond" as used in this document means a financial guarantee acceptable to King County. " NOTE: KCC 27A authorizes right of way and site restoration bonds to be combined when both are required. The restoration requirement shall include the total cost for all TESC as a minimum, not a maximum. In addition, corrective work, both on- and off -site needs to be included. Quantities shall reflect worse case scenarios not just minimum requirements. For example, if a salmonid stream may be damaged, some estimated costs for restoration needs to be reflected in this amount. The 30% contingency and mobilization costs are computed in this quantity. **' NOTE: Per KCC 27A, total bond amounts remaining after reduction shall not be less than 30% of the original amount (T) or as revised by major design changes. REQUIRED BOND* AMOUNTS ARE SUBJECT TO REVIEW AND MODIFICATION BY KING COUNTY Page 9 of 9 Lams_Bond Quantity Worksheet.xlsx Check out the DDES Web site at www.kinocounty.gov/permits Unit prices updated: 03/02/2015 Version: 03/02/2015 Report Date: 12/21/2018 RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 DECLARATION OF COVENANT FOR INSPECTION AND MAINTENANCE OF STORMWATER FACILITIES AND BMPS Grantor: Lam's Seafood Market Grantee: King County Legal Description: See Exhibit A-1 for a full legal description. Additional Legal(s) on: See Exhibit A-2 for King County abbreviated legal descriptions. Assessor's Tax Parcel ID#: 262304-9110, 262304-9079, 883650-0050 IN CONSIDERATION of the approved King County permit for application No. relating to the real property ("Property") described above, the Grantor(s), the owner(s) in fee of that Property, hereby covenants(covenant) with King County, a political subdivision of the state of Washington and its municipal successors in interest and assigns ("King County" and "the County", or "its municipal successor"), that he/she(they) will observe, consent to, and abide by the conditions and obligations set forth and described in Paragraphs 1 through Form Revised 12/12/06 1 • 10 below with regard to the Property, and hereby grants(grant) an easement as described in Paragraphs 2 and 3. Grantor(s) hereby grants(grant), covenants(covenant), and agrees(agree) as follows: 1. The Grantor(s) or his/her(their) successors in interest and assigns ("Owners") shall at their own cost, operate, maintain, and keep in good repair, the Property's stormwater facilities and best management practices ("BMPs") identified in the plans and specifications submitted to King County for the review and approval of permit(s) #: . Stormwater facilities include pipes, swales, tanks, vaults, ponds, and other engineered structures designed to manage stormwater on the Property. Stormwater BMPs include dispersion and infiltration devices, native vegetated areas, permeable pavements, vegetated roofs, rainwater harvesting systems, reduced impervious surface coverage, and other measures designed to reduce the amount of stormwater runoff on the Property. 2. King County shall have the right to ingress and egress over those portions of the Property necessary to perform inspections of the stormwater facilities and BMPs and conduct other activities specified in this Declaration of Covenant and in accordance with King County Code ("KCC") 9.04.120 or relevant municipal successor's codes as applicable. This right of ingress and egress, right to inspect, and right to perform required maintenance or repair as provided for in Section 3 below, shall not extend over those portions of the Property shown in Exhibit "A." 3. If King County determines that maintenance or repair work is required to be done to any of the stormwater facilities or BMPs, the Director of the Water and Land Resources Division or its municipal successor in interest ("WLR") shall give notice of the specific maintenance and/or repair work required pursuant to KCC 9.04.120 or relevant municipal successor's codes as applicable. The Director shall also set a reasonable time in which such work is to be completed by the Owners. If the above required maintenance or repair is not completed within the time set by the Director, the County may perform the required maintenance or repair, and hereby is given access to the Property, subject to the exclusion in Paragraph 2 above, for such purposes. Written notice will be sent to the Owners stating the Form Revised 12/12/06 2 County's intention to perform such work. This work will not commence until at least seven (7) days after such notice is mailed. If, within the sole discretion of the WLR Director, there exists an imminent or present danger, the seven (7) day notice period will be waived and maintenance and/or repair work will begin immediately. 4. If at any time King County reasonably determines that a stormwater facility or BMP on the Property creates any of the hazardous conditions listed in KCC 9.04.130 or relevant municipal successor's codes as applicable and herein incorporated by reference, the WLR Director or equivalent municipal successors official may take measures specified therein. 5. The Owners shall assume all responsibility for the cost of any maintenance or repair work completed by the County as described in Paragraph 3 or any measures taken by the County to address hazardous conditions as described in Paragraph 4. Such responsibility shall include reimbursement to the County within thirty (30) days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate as liquidated damages. If legal action ensues, the prevailing party is entitled to costs or fees. 6. The Owners are hereby required to obtain written approval from the King County WLR Director prior to filling, piping, cutting, or removing vegetation (except in routine landscape maintenance) in open vegetated stormwater facilities (such as swales, channels, ditches, ponds, etc.), or performing any alterations or modifications to the stormwater facilities and BMPs referenced in this Declaration of Covenant. 7. Any notice or consent required to be given or otherwise provided for by the provisions of this Agreement shall be effective upon personal delivery, or three (3) days after mailing by Certified Mail, return receipt requested. 8. With regard to the matters addressed herein, this agreement constitutes the entire agreement between the parties, and supersedes all prior discussions, negotiations, and all agreements whatsoever whether oral or written. Form Revised 12/12/06 3 • 9. This Declaration of Covenant is intended to protect the value and desirability of the real property described above, and shall inure to the benefit of all the citizens of King County and its municipal successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(s), and Grantor's(s') successors in interest, and assigns. 10. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and King County or the municipal successor that is recorded by King County in its real property records. Form Revised 12/12/06 4 IN WITNESS WHEREOF, this Declaration of Covenant for the Inspection and Maintenance of Stormwater Facilities and BMPs is executed this day of , 20 GRANTOR, owner of the Property GRANTOR, owner of the Property STATE OF WASHINGTON ) COUNTY OF KING )ss. On this day personally appeared before me: , to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this day of , 20 Form Revised 12/12/06 Printed name Notary Public in and for the State of Washington, residing at My appointment expires 5 LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER, AND OF THE SOUTHWEST QUARTER OF THE SOUTHEAST OUARTER OF SECTION 26, TOWNSHIP 23 NORTH. RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, AND OF THE NORTHWEST OUARTER OF THE NORTHEAST QUARTER. AND OF THE NORTHEAST OUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHEAST OUARTER OF SAID SECTION 35; THENCE SOUTH 87'4408•EAST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 140.16 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 02'2442•WEST PARALLEL TO THE WEST LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 894 23 FEET TO THE NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35. THENCE NORTH 87'5OO9-WEST ALONG SAID NORTH LINE A DISTANCE OF 140.16 FEET TO THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 35; THENCE NORTH 87'5067•WEST ALONG THE NORTH LINE OF THE SOUTH 430 FEET OF SAID NORTHEAST OUARTER OF THE NORTHWEST QUARTER A DISTANCE OF 177.29 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF THE MESS BROTHERS COUNTY ROAD NO 972; THENCE NORTH 11'5963•WEST ALONG A LINE 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES FROM SAID EASTERLY MARGIN A DISTANCE OF 1771.86 FEET, THENCE CONTINUING ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET, AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08E87 THENCE NORTH 01'0835-EAST ALONG SAID LINE 6 FEET DISTANT NORTHEASTERLY A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST OUARTER OF SAID SECTION 26; THENCE SOUTH 87'5563•EAST ALONG SAID NORTH LINE A DISTANCE OF 625 20 FEET TO THE WEST I INF OF THF SOUTHWFST QUARTER OF THE SOUTHEAST OUARTER OF SAID SECTION 26: THENCE SOUTH 87'55O2•EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST OUARTER A DISTANCE OF 140.16 FEET; THENCE SOUTH 01'1245•-WEST PARALLEL TO THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST OUARTER A DISTANCE OF 1318.77 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE NORTH 2 FEET OF THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWLSI OUARILR AND OF IHL SOUIHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS. BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST OUARTER OF SAID SECTION 26: THENCE SOUTH 87'55O2•EAST ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER, A DISTANCE OF 140.16 FEET; THENCE SOUTH 01'1245•WEST PARALLEL TO THE WEST LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 490.00 FEET; THENCE NORTH 88'4735-WEST, A DISTANCE OF 738.90 FEET TO A POINT 6 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM THE EASTERLY MARGIN OF MESS BROTHERS COUNTY ROAD NUMBER 972; THENCE NORTH 11'5963•WEST ALONG SAID LINE 6 00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN, A DISTANCE OF 7.73 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID LINE 6.00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM SAID EASTERLY MARGIN. ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 919.37 FEET AN ARC DISTANCE OF 210.78 FEET THROUGH A CENTRAL ANGLE OF 13'08O8.7 THENCE NORTH 01'0835•EAST ALONG SAID LINE 6 00 FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES. FROM SAID EASTERLY MARGIN, A DISTANCE OF 285.11 FEET TO THE NORTH LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 26; THENCE SOUTH 87'5563•EAST ALONG SAID LINE A DISTANCE OF 625.20 FEET TO THE WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26 AND THE TRUE POINT OF BEGINNING, AND THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE AFOREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 2.00 FEET OF SAID DESCRIBED PARCEL AND ALSO LYING NORTHWESTERLY OF A CURVE HAVING A RADIUS OF 35.00 FEET AND WHICH IS TANGENT TO THE SOUTH LINE OF THE SAID NORTH 2.00 FEET AND ALSO TANGENT TO A LINE PARALLEL WITH AND 5.00 FEET WEST AS MEASURED AT RIGHT ANGLES TO THF WEST IINF OF THF AFORFDFSCRIBFD PARCEL. AS CONVEYED TO THE CITY OF TUKWILA FOR MINKLER BOULEVARD BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 9408290325. TOGETHER WITH THOSE CERTAIN RIGHTS IN A 35 FOOT NO BUILD CORRIDOR AS DEFINED IN RESTRICTIVE COVENANT RECORDED OCTOBER 20, 1972 AND MAY 2, 1973 UNDER RECORDING NUMBER 7210200584 AND 7305020527. PARCEL B: BEGINNING AT THE NORTHWEST CORNER OF LOT 4, UPLAND'S TUKWILA INDUSTRIAL PARK. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 4 OF PLATS. PAGES 8, 9 AND 10, RECORDS OF KING COUNTY, WASHINGTON; THENCE SOUTH O1'1245•'WEST, 426.63 FEET ALONG THE WEST LINE OF SAID LOT TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOUTH 87'5504" EAST, 11.45 FEET ALONG THE SOUTH LINE OF SAID LOT TO A POINT ON A CURVE, THE RADIUS POINT OF WHICH BEARS SOUTH 78'3767•EAST, 410.88 FEET DISTANT; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 410.88 FEET, THROUGH A CENTRAL ANGLE OF 10'0645•7 AND AN ARC LENGTH OF 72.48 FEET; THENCE NORTH 21'2848•EAST, 14.49 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 481.45 FEET, THROUGH A CENTRAL ANGLE OF 08'00O0•0.ND AN ARC LENGTH OF 67.22 FEET, THENCE NORTH 29'2848•EAST, 41.25 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY, ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 410 88 FEET, THROUGH A CENTRAL ANGLE OF 54'1969•-AND AN ARC LENGTH OF 389.63 FEET, THENCE NORTH 27'4136" EAST, 29.92 TO A POINT ON THE NORTH LINE OF SAID LOT WHICH IS 405.00 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 87'55O2-WEST 405.00 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING. Exhibit A-1: Legal description provided by Limited Topographic Survey for Lam's Market by Axis Survey & Mapping, dated 12/7/18. Per King County Department of Assessments Online Parcel Information search, below area the parcel numbers and associated abbreviated legal descriptions for the subject properties. Parcel Number 2623049110 PORTION OF SE 1/4 OF SW 1/4 - BEGIN NE CORNER TH S 01-12-25 W TO SE CORNER OF SW 1/4 TH WLY ALONG S LINE TO A LINE 6 FEET DISTANT NELY, MEAS AT R/A FROM ELY MARGIN OF SOUTHCENTER PARKWAY TH NWLY ALONG SAID LINE TO POINT WLY OF POINT OF BEGINNING TH ELY TO POINT OF BEGINNING LESS PORTION IN MINKLER BLVD Parcel Number 2623049079 W 140.16 FT OF SW 1/4 OF SE 1/4 OF SECTION 26-23-04 LESS PORTION WITHIN MINKLER BLVD TGW W 140.16 FT OF NW 1/4 OF NE 1/4 OF SECTION 35-23-04 LESS S 430 FT Parcel Number 8835100000 NO LEGAL DESCRIPTION PROVIDED Exhibit A-2: Abbreviated legal description provided by King County. OPERATION AND MAINTENANCE GUIDELINES Operation and maintenance guidelines provided below. NAVIX Lam's Seafood Market —Tukwila, WA Page 45 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO. 5 — CATCH BASINS AND MANHOLES Maintenance Component Defect or Problem Condition When Maintenance is Needed Results Expected When Maintenance Is Performed Structure Sediment Sediment exceeds 60% of the depth from the bottom o1 the catch basin to the invert of the lowest pipe Into or out of the catch basin or is within 6 Inches of the invert of the lowest pipe into or out of the catch basin. Sump of catch basin contains no sediment. Trash and debris Trash or debris of more than h cubic foot which is located Immediately in front of the catch basin opening or Is blocking capacity of the catch basin by more than 10%. No Trash or debris blocking or potentially blocking entrance to catch basin. Trash or debris in the catch basin that exceeds '/3 the depth from the bottom of basin to invert the lowest pipe Into or out of the basin. No trash or debris in the catch basin. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g.. methane). No dead animals or vegetation present vrilhin catch basin. Deposits of garbage exceeding 1 cubic foot in volume. No condition present which would attract or support the breeding of insects or rodents. Damage to frame and/or top slab Comer of frame extends more than'/. inch past curb face into the street (If applicable). Frame is even with curb. Top slab has holes larger than 2 square inches or cracks wider than '/. inch. Top slab is free of holes and cracks. Frame not sitting flush on top slab. Le.. separation of more than 34 Inch of the frame from the top slab. Frame is sitting flush on top slab. Cracks In watts or bottom Cracks wider then % inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks. or maintenance person judges that catch basin Is unsound. Catch basin Is sealed and is structurally sound. Cracks wider than '4 inch end longer than 1 foot et the joint of any inlet/outlet pipe or any evidence of soli particles entering catch basin through cracks. No cracks more than '14 Inch wide at the joint of inlet/outlet pipe. Settlement/ misalignment Catch basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Basin replaced or repaired to design standards. Damaged pipe joints Cracks wider than Winth at the joint of the inlet/outlet pipes or any evidence of soil entering the catch basin at the joint of the Inlet/outlet Films. No cracks more than Y..-inch wide et the Joint of inlet/outlet pipes. Contaminants end pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint Materials removed and disposed of according to applicable regulations. Source control BMPs Implemented If appropriate. No contaminants present other than a surface oil film. Inlet/Outlet Pipe Sediment accumulation Sediment filling 20% or more of the pipe. Inlet/oudet pipes clear of sediment. Trash and debris Trash and debris accumulated In Inlet/outlet pipes (includes floatabies and non-floatables). No trash or debris In pipes. Damaged Cracks wider than Winch at the joint of the inlet/outlet pipes or any evidence of soil entering at the joints of the Inlet/outlet pipes. No cracks more than Y..-Inch wide at the joint of the inlet/outlet pipe. 2016 Surface Water Design Manual — Appendix A A-9 4/24/2016 NAVIX Lam's Seafood Market — Tukwila, WA Page 46 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL. CONVEYANCE. AND WQ FACILITIES NO. 5 - CATCH BASINS AND MANHOLES NaYHsnance Component Defect or Problem Condition When Maintenance is Needed ROMANS Expected When Maintenance Is Performed Metal Grates (Candler Maine) Innate grate opening Grate with opening wider than'1r Inch. Grate opening meets design standards. Trash and debris Trash and debts that Is Mocking more then 20% d grate surface. Grate treed Arab and debris. footnote to guidelines Mr disposal Damaged or mitring Grate missing or broken mernber(s) d the grate. Any open structure requires urgent maintenance. Grate is In place and meets design standards. Manhole CovedLid Cover/11d not In piece Covedad is missing or only pePoely In place. Any open stnrallre requires urgent maintenance. CoxerAd protects opening lo structure. Locking mechanism Not Working Mechanism cannot be opened by one maintenance person wllh proper toss. Boils cannot be sealed_ Settlocki g ooverNd does not work. Mechanism opens wKh proper loots. Covered dttflotr I to Remove One rnelntenanee person cannot remove coverAld atkr apptylnn} 80 Ma. el aft. Cowart can be removed and reinstalled by one maintenance perms 421.2016 2016 Surface Waaer Desq o Manual - Appendix A NAVIX Lam's Seafood Market — Tukwila, WA Page 47 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL. CONVEYANCE. AND WQ FACILmES NO. 6 - CONVEYANCE PIPES AND DITCHES Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance Is Performed Pipes • Sediment 6 debris accumulation • Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. • Water flows freely through pipes. Vegetation/roots Vegetation/roots that reduce free movement of water through pipes. Water flows freely through pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete slurries or paint. • Materials removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective coating or corrosion Protective coating Is damaged: rust or corrosion is weakening the structural integrity of any part of pipe. Pipe repaired or replaced. Damaged • • Any dent That decreases the cross section area of pipe by more than 20% or is detomtinod to have weakened structural integrity of the pipe. Pipe repaired or replaced. Ditches Trash and debris Trash and debris exceeds 1 cubic fool per 1,000 square feet of ditch and slopes. Trash and debris bleared from ditches. Sediment accumulation Accumulated sediment that exceeds 20% of the design depth. Ditch deanedffushed of all sediment and detxts so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. • Noxious and nuisance vegetation removed according to applicable reputations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oil. gasoline, concrete slurries or paint. Materiels removed and disposed of according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface of film. Vegetation Vegetation that reduces free movement of water through ditches. Water news freely through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Slopes are not eroding. Rode lining out of place or missing (II Applicable) One layer or less of rode exists above native see area 5 square feet or more. any exposed native soil. Replace rocks to design standards. 2016 Surface Water Design Manual — Appendix A A -I 1 4'24t2016 NAVIX Lam's Seafood Market — Tukwila, WA Page 48 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL. CONVEYANCE. AND WQ FACILITIES NO. 6 - CONVEYANCE PIPES AND DITCHES Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance Is Performed Pipes Sediment 8 debris accumulation Accumulated sediment or debris that exceeds 20% of the diameter of the pipe. Water flows freely Through pipes. Vegetation/roots Vegetatioriroots that reduce tree movement of water through pipes. Water flows freely through pipes. Contaminants and pollution Any evidence of contaminants or pollution such as oil, gasoline, concrete siuMes or paint. Materials removed and disposed of according to appNceble regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective coating or corrosion Protective coating Is damaged: rust o' corrosion is weakening the structural integrity of any part of pipe. Pipe repaired or replaced. Damaged Any dent that decreases the cross section area of pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Pipe repaired or replaced. Ditches Trash end debris Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch end slopes. Trash and debris cleared from ditches. Sediment accumulation Accumulated sediment that exceeds 20% of the design depth. Ditch cleaned/Rushed of all sediment and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious and nuisance vegetation removed ecoording to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants end pollution Any evidence of contaminants or pollution such as oil. gasoline. concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control 8MPs Implemented If appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water through ditches. Water flows freely through ditches. Erosion damage to slopes Any erosion observed on a ditch slope. Slopes arc not eroding. Rock lining out of place or missing (If Applicable) One layer or loss of rock exists above native soli area 5 square feet or more. any exposed native soil. Replace rocks to design standards. 2016 Surface Water Design Manual — Appendix A A -I 1 4/24/2016 NAVIX Lam's Seafood Market —Tukwila, WA Page 49 • APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL. CONVEYANCE. AND WQ FACILITIES NO. 11 - GROUNDS (LANDSCAPING) Maintenance Component Defect or Problem Conditions When Maintenance is Needed Results Expected When Maintenance Is Performed Site Trash or litter Any trash end debris which exceed 1 cubic foot per 1.000 square feet (this is about equal to the amount of trash it would take to fill up one standard size office garbage can). In general, there should be no visual evidence of dumping. Trash and debris cleared from site. Noxious weeds Any noxious or nuisance vegetation which may constitute a hazard to County personnel or the public. Noxious end nuisance vegetation removed according to applicable regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and pollution Any evidence of contaminants or pollution such as oll, gasoline. concrete slurries or paint. Materials removed and disposed of according to applicable regulations. Source control BMPs Implemented it appropriate. No contaminants present other than a surface oB film. Grass/groundcover Grass or groundcover exceeds 18 inches In height. Grass or groundcovor mowed to a height no greater Than 6 Inches. Trees and Shrubs Hazard Any tree or limb of a tree identified as having a potential to fall end cause property damage or threaten human life. A hazard tree identified by a qualified arborist must be removed as soon as possible. No hazard trees in facility. Damaged Limbs or parts of trees or shrubs that are split or broken which ailed more than 25% of the total foliage of the tree or shrub. Trees and shrubs with less than 5% of total foliage with split or broken limbs. Trees or shrubs that have been blown down or knocked over. No blown down vegetation or knocked over vegetation. Trees or shrubs free of Injury. Trees or shrubs wfiich ere not adequately supported or are leaning over. causing exposure of the roots. Tree or shrub In place and adequately supported; deed or diseased trees removed. 4/24/2016 2016 Surfecc Watcr Design Manuel — Appcndix A A-1 6 NAVIX Lam's Seafood Market —Tukwila, WA Page 50 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW C0N'TR0L CONVEYANCE. AND WQ FACILITIES NO. 35 - SPLASH BLOCK BMP Maintenance Component Defeat or Problem Candhions When Maintenance Is Needed Results Expecled When Maintenance is Parforrorod Site Trash and debris Trash and debris accumulated on the splash block Splash block site treed any Mash ar debris. Splsah Node Otibdged Splash block moved tram outlet d downspout. Splash Noce careay positioned to catch discharge tom downspout Charming WON coming art the splash bock oweing erasion No eroelon occurs tom the splash bock. Downspout wales mbdreded Water coming tom the downspout is not discharging to One dispersal area_ Water Is dsdmrgt g normally b the dispersal aree. Inversion Frequency Annually and after large Norms. Rain harvesting equipment b l crooning normally. 2016 Surface Water Design Manual — Appendix A 414;2016 Aa1 NAVIX • Lam's Seafood Market —Tukwila, WA Page 51 APPENDIX A EXHIBITS EXHIBIT A - EXISTING CONDITIONS EXHIBIT EXHIBIT B- PROPOSED CONDITIONS EXHIBIT NAVIX Lam's Seafood Market - Tukwila, WA • -50 ---��SS r7! 5 -SC-- [I SD - SD SO 25.58'TV 50 -5 2569 TC w W W- 25...18 BC- -- "--w 25 25 (WE.) ssW S5 25701C (M.E.)" 25'66"TC 2516 BC �D1574-(IA' E')� 26.09 TCB 25.59 C\ • 1 L 25 57 (14 E.)-. STORM DRAINAGE NOTES (NAVIX) - 90-- it 2591 lP 1- 1 .�1 3 26 10 25.20 BC (M C.) 2569 19 26.02 (14.E.) 26 25.75 TP 25.22 TC/BC -SG-- 12594-ro 2610 25.92 IP 2591 Tp 26.10 U 26 MJ 26 10 2607 TC 2557 BC 2610 TC 2560 BC 2610 ro 26.10 TP 2576 (MC) 2620 (MC) 26.20(M C.)- i2620(ME) 10 ELEC. 1'::, =SMT. PLC. NC \ 7610:20665 Ili 26.00 SD- 25.21 TC/BC 25.57 IP'-- 2566 TC 2516 BC J26.1 25.54 (14. C.) 2599 TP 2598 TC 25.48 BC w -�c- 25 57 T0� 2507 BC / 125 36 TC/BCSS- 25 49 TP 26 15.07 58 TC/BC ) IC 6 <h 5.46 TP - z� x BC � 25 a9-(M E9--�T'----19- 2566 TP 1.1 I �1 - 586 P O I/I.- i) i---�11e - 26 M � �I 719i q //iJ� �_ 2sb7 ro v-� P ' I 1 25.7I ,c,IT.l 26.88 TC CNE ) i L 0`I 25.21 BC- I -26.38 BC .(M.E )- _- lT 26.]2 iC T 1,� 2602 BC s 'I1==_;ri.� �1�1 ) \ I ` i 26.29 TC 26 00 TP ro(� J 9�'\ILi 25.31 (M E.)' 2] 79 BC l i2507( Cll 79 (uE) j C 51 II I 25.99 TC •A ny � 'y25 49 BC I j25.40 (M.C) I 25.66 iC T ro I iI 1/ 25 16 Bf /I 26.21 Ii:C),CC:(2:) 25 71 26.341lz 570BC25.84iI0h26at125.71(4 E)^' 25.91, 2574 0 26. 00 TC 25.50 BC 25 52 IP 26.10 2554(MC) i25.02 _ -E) t 0�1 COK TRACTOR 10 AOJAN RIM TO GRADE AND REPLACE u0 II'�II 50UD 1000RG UD �.HE W_RIM9 25 71 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL. STATE. AND FEDERAL STANDARDS. 2. EXISTING DRAINAGE STRUCTURES 70 BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS 3 IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 4. STORM DRAINAGE PIPE PATH LESS THAN 2•-O' COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EOUAL. TO SUSTAIN H-20 LOADING. 5. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH -WALLED INTERIOR. MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 6. 7. 8. STORM DRAINAGE PIPE SLOPES SHALL BE NOT BE LESS THAN 0 5%. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FLOW LINE OF GUTTER (WHERE APPLICABLE) FRAME IS AT TOE (P CURB OR 9. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6'• ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM" OR "DRAIN•'. 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. 13 CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 14. RIM FOR CURB INLETS REFERS TO THE ACCESS LID. SEE CIVIL FINISHED GRADING PLANS FOR CURB INLET ELEVATIONS AT THE GUTTER LINE. _-_90 98 C1 ei I 'III 26 20 TC 26 2 16 59 IC- 2609 BC,\uI 26 24 TO- 25 72 TP 125:76 TP ' 2589 TP 1 25.94 TP r 26 26 TP 1 26 28 19 isz \ J I 16 88 (M E) �25.94 TCCi1 25 I3 (M E.) 25.44 8 1 I S82 TC 25.32 BC ' 25% I -25. 71: (N.L) 2610'TC I 2529 BC W 25.22 TP \2566 (ME) -w• 25.67'TC 25.17 BC 2489 (ME) 25.39. TC (M.E. ) - l 20 89 BC (M E ) 2710 TC 6.60 BC 26 54 (id 4(, 1,-26 60 (M C ) I ) STORM DRAINAGE NOTES (CITY OF TUKWILA) ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS. AND THE ADOPTED 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 70 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. SD-- SD I sl -Q - - SD MINKLER BLVD. W- / 30'ROAD& 10 UT!LITY ESMT. REC. NO. 60:;087'- -SD- -s SD�SD -SD z / EARTHWORKS (NAVIX) V` F' ` 6.05' R J R/' I 30' RAILROAD R/W [SNIT. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL EXCAVATIONS IN A SAFE MANNER. PROVIDE APPROPRIATE MEASURES TO RETAIN EXCAVATION SIDESLOPES AND PREVENT ROCK FALLS. TO ENSURE THAT PERSONS WORKING IN OR NEAR THE EXCAVATION ARE PROTECTED. 2. NAVIX HAS NOT DESIGNED OR REVIEWED. IS NOT RESPONSIBLE FOR. AND DOES NOT CERTIFY ANY ASPECT OF ANY EXCAVATION SHORING SYSTEMS AND/OR SAFETY SYSTEMS FOR ANY EXCAVATION WHICH MAY BE DESCRIBED. SHOWN, OR DEPICTED. DIRECTLY OR INDIRECTLY. ON THESE DRAWINGS. 3 ELEVATION SLOPES SHOWN AT TOP OF OPEN CUT LOCATIONS ARE APPROXIMATE. 4. SEE STRUCTURAL DRAWINGS FOR LOCATION AND ELEVATION OF FOOTINGS AND LIMITS OF SLABS. 5. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT OF BETWEEN EIGHT AND THIRTEEN PERVENT DRY WEIGHT AND PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. PER 2010 TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. SECTION 5.6.8.1. 6 APPROX EARTHWORK VOLUMES: CUT = 25 CY FILL = 185 CY NET = 160 CY (FILL) (THESE VOLUMES ARE BASED ON AN APPROXIMATE ANALYSIS BETWEEN EXISTING AND FINISH GROUND. CONTRACTOR SHALL NOT RELY ON THIS INFORMATION AND BE RESPONSIBLE FOR CALCULATING THEIR OWN VOLUMES BASED ON THE CITY APPROVED DRAWINGS). 11 0 10 20 40 SCALE: 1 .nch = 20 ft. LEGEND - 21 - MINOR CONTOUR -20- �xx xx xS - RDL - MAJOR CONTOUR SPOT ELEVATION SLOPE ARROWS STORM DRAIN PIPE ROOF DRAIN LINE CATCH BASIN, TYPE 1/1L dlh • CLEANOUT SPOT EI EVATION ABBREVIATIONS: TC: TOP OF FACE OF CURB BC: TOP OF PAVEMENT AT FACE OF CURD TP. TOP OF PAVEMENT ME'. MATCH EXISTING STORM STRUCTURE SCHEDULE N DESCRIPTION CLEANOUT Oj RIM = 25.88 6' IE = 23. 38 (NW) CLEANOUT = 25 73 ORIM 6' IE = 23 22 (NE) 6" IE = 23 22 (SE) 6" x 8" WYE CONNECTION EX. 8" IE = 22.11 (E.W) ONEW 6" IE = 22.28 (5) CONTRACTOR TO FIELD VERIFY SO LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES AREA DRAIN O RIM = 25 45 6" IE = 22 95 (S) 6" X 8" WYE CONNECTION EX. 8" IE = 22.70 (E.W) ONEW 6"IE = 22.87(N) CONTRACTOR TO FIELD VERIFY SD LOCATION/ELEVATION AND NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. NEW CB TYPE 1 O RIM = 24 80 NEW 8" IE = 22 35 (5) EX. CB TYPE 1 7 O RIM - 24 82 EX. 8" IE - 22.75 (5) NEW 8" IE = 22.75 (N) CHAIN DOWNSPOUTS TO CONVEY CANOPY O DRAINAGE INTO LANDSCAPE. REFER TO ARCHITECTURAL PLANS FOR DETAILS SPLASH BLOCKS TO BE USED AT O DOWNSPOUT LOCATIONS IN PLANTER PER DETAIL 3, SHEET C-2.1 STORM PIPE SCHEDULE PIPE N DIAMETER LENGTH (FT) SLOPE 1 6" DI. 16 I09 2 6" DI. 6 1579 3 6" DI 3 223% 4 8" D I 40 1.09 �J1 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE. WA 951104 t 206 324.4800 WWW.JACKSONMAIN.COM �J NAVIX SITE I CIVIL 41,W 4 • t %6 4 t 4W 41414 061 m nn Wyo.... 4OM .w 4.4m. m• 2 i2/20/i09 PROJECT NO. PROJECT MGR DRAWN BY CHECKED BY. 50525006 JKG JKCJRJH JET GRADING AND DRAINAGE PLAN C-2.0 55<m Of 8 PVC 1E 12.635 18"C 12.19 Edo (CENTER CHANNEL) RN 24.50 6' 0, IE 22 85 w PIPE HAS TURN 00NN RIM 2524 4" PvC 1E 21665 8' PVC II 2154w 8" PvC 1E 21.49 E 51140 171 1 E PVC IC 10. 52 N 18" 1E 1052 w/1E (CENTER CHANNEL) RN 24.49 2' CONE if 20 48 N LIMITED TOPOGRAPHIC SURVEY CB 1844 Rik( 24 25 6' D1 1( 21. 70 5 PIPE HAS DOWN TURN CB 1842 6" DI 1E 22. 41 5 1 PPE AS DOWN TURN A-- W- -_ �'r. ..... .N 4M i P P' P ▪ ,�rt1�r�i1r7. �•�.,� -- - CRB • S SS-----S W flY �_$jp�-----�M'� --- �l� i': •Y "N •Y p[DCSiRIAN CRyOSSNC v! ■ Ills, �- - .��- C0. FFE-259' - Dili ] \ ,,.' E 0 5 55MH 1687 RIN 2541 1J PVC 1E 1065 S 18' 1E 1066 W T8' if 10.54E FFE-26 1 LEGEND * CO 0 0 POKER 4NCTION BOx POWER v LILT STREET LIGHT POWER TRANSFOluER CABLE Tv RISER CROSSWALK POST SINGLE BUTTON CI(4NOU1 SAN114tY SEWER M4NHOLL CATCH BASIN STOW DRAIN MANHOLE CULNERT ❑ (IRE DEPART*EN1 CONNECTOR DRE HYDRANT NICV IRRIGATION CONTROL VALVE W WATER METER PO WATER v LVE • GAS METER ID GAS VALVE BOLLARD O SET BENCH*ARK ® FOUND MONUMENT IN CASE YYB DOUBLE YELLOW BUTTONS occeno CMU RETAINING TALI CKISIING Ht1AINI. TALI 0 12 CY ..l 2-u c SS - 5D 50MH 3414 RIM 23 94 18" DI IE 17 84 5 54- if 16.66 Chw (CENTER CHANNEL) CONCRETE PAVING ASPHALT PAVING BUILDINGS CHERRY MAPLE POWER UNF TELECOMMUNICATIONS LINE CABLE LINE WATER LILAC WATER UNC PER RECORD Ws UNE CHAIN UNK FENCE UNE (CLFNC) SANITARY SEWER LINE STORM DRAIN UNE STORM DRAIN LINE PER RECORD 5wH 2223 R* 23 65 18' if 12 73 5 18' if 12 48 E �� SD 24" D1 IE 12.61 N ' (RIVER ROCK STRIP RIN 23 34 16' CONC 1E 17.79 5 16' CONE 1E 17 42 N DCDA RIM 2336 12' PVC C I859 C 12' PVC if 1856 w U IJ3 SCHEDULE B SPECIAL EXCEPTIONS 10' ELECTRIC (SN1. REC. NO Qg 7610120665 RIM 24.37 H• DI if 22 37 5 PIPE AS DOWN TURN CB 2508 RIM 24 38 12- CONC E 20 06 N CB 2210 RN 24.03 4' PVC if 21. 40 5 6" DI 1E 21 22 C DO NOT ENTER 15 UTILITY ESAT I3 R(C N0 7207175017 25 ELECTRIC ESN1 REC N0 8411290968 EASEMENTS AND LEGAL DESCRIPTION ARE 8A510 :M III: AT IA CCMUITMCN1 BY FIRST ANCRICAN f1LC INSJRAN'Ci. CLAW. , ORDER N0 NCS 906266-WAN, DATED NAY 3. 2018. AT 7. 30 A.M 1 PERTAINS TO RCN, ESTATE ExCISC TAK 2 PCRT,NNS TO GENERAL TA0E5. 3 PERTAINS 10 GENERAL TAKES PERTAINS 10 068148AL TAXES 5 PERTAINS 10 GENERAL TAKES. 5 PERTAINS 1O CITY LIEN 7 PER TA NS ID CITY L'EN 8 PERT:. NS TO CITY L.EN 9 PER TA INS TO ON LIEN TO SJEJEC' TO EASEMENT N0_..DIN'G -ERLIS ANC 1RC'.1SONS CCN-A NED-HE9E:N REG<R015G RCA_ AND UTIUI ES PER KLI NC 4000"_7A II SJBJEC' TO 'IESTRICTIGNS GJI.DI1.CN5. 1f0.I00'I:Ml, NOB( S. EASEMENTS AeC PRO'715 DNS. IF ANY. AS CCNI<10f0 AND/CR CE- NE ATE] ON THE FACE Or 1H( PLAIT Cr ...PLANJS 'UKWL: 1N0U51R1AL PARK RECORDED IN VOU441 :04, PACE 8. 1N KING COUNTY, wA5'IING'ON.--E54T5 SHOWN-- 12 SUB.EC1 10 EA5C9CN15 CONTAINED THEREIN PER REC N0. 13 14 15 16 18 19 SIGN K105K 30' UNION PACIFIC RAILROAD EASEMENT PER SOUTH CENTER SWARE BINDING SITE PLAN /20080923001101 (MI5 EASEMENT MAY NOT CK151. 5H0"N ONLY A5 A NOTIFICATION) 1HN 2623049110 1 A re 2344 1 RM 23.91 1 • 8' PVC 1C 21.98 S B114 CROP PIPE 21. 71 TBY/8'Q a..l 1;n4' FFE.25.9'J LEE( -25 8' RESERVED 55MH 1650 RIM 24 93 8• PVC IE 14 71 S 8' PVC 1C 13 78 N CB 1849 RIM 24. 45 6" DI 1E 22.93 w PIPE HAS DOWN TURN 08./WARR SEPARATORS 7206300498--DC01NCN15 NOT PROVIDED FOR ESt4TS. CONTAINED WTHIN THIS COCUNENT-- SUBJECT TO EASEMENT 1NCL.101NG TERMS AN] PROWS -TONS CONTAINED THEREIN 814006OMG Ill'OIIES PER REC N0 72071705T 7 --SHOWN_ _ SUM C1 TO COVENANTS CCND1f10NS. RESTRICTIONS AN0/OR EASEMENTS PER REC. N0. 7210200584 AND 7305020527 - -SHOWN- - SUBJECT 10 THE TERMS PRO090NS AND EASEMENT(S) CONTAINED IN THE (NK:IIMCNI EN1111EG "RECIPROCAL EASEMENT' REGORGE:; SEP1EVBCR 13. 1974 A5 RECORDING N0 74C9' 30481 O CI: C1A1 ItOCCRDS.--AFFECTS SOUTHERLY PDt110N OF PARCEL A-- 5U3.(C1 '0 (4SE6ENI, R4CLU71NG 1ERV5 ANC 040VSIDNS _JNT<16CJ THEREIN 't ARI,IN, LNOERGROUNC E_EC1R12 PER NO 261012066r 9404814-- 100.60I '0 F(SrRVAi1"I 0YmiNERAL RiGHT5 PER ',EC V„ 7806G8O282 --NOT PLOTTA86-- 0801CC1 '0 CASCA'TIT, 1NOLUD:NG 1CRV5 ANC RRDWSIDNS CONTAINED 0E6, TN 4 :.A,()ING UND(RGRO0NC C_ECTRIG PER REO N0 790'080062 --AS CONSTRUCTED- - SUBJCCI '0 RESTRICTIONS. CCND1T10N5. DECICATONS. NOTES. EASEMENTS AND 1'140Wti0NS. : 4 , AS CONTAINED AND/OR REVS DESCRIPTION OF REVISION DATE BY 4I UPDATE EASEMENTS 10/19/18 3M 92 REVISED STORM DRAIN FACILITIES 12/7/18 130 43 44 0 PARKING NW CORNER Cr SW 1/4, 5E 1/4 SEC 28 RR TRACKS (PARRALLY UNDER ASPHALT, CONT'S w) CONCRETE TILT-uP BUILDING 0FE-26.1' BIKE RACK 81(501 ED PARKING PST BUILDING COLUMN (TM) NOTES CB 3613 w/ 50UD LTD R4 22 22 4- PVC if 14.01 W HAS PIMP IN STRUCTURE UNDETERMINED OUT LOCA110N n CB 1614 Rim 22.16 ,L a"PvC IC 2013E ITT ITT CB 1816 L3 Li RI4 25.51 bil bCUP IE 22.28 NC l 12• 44 IT CMP ( 2228 w CB 1615 A b1 RIN 26.20 6' PVC IE 2267 N OT bI l 6- PVC IC 22.12 5 12" GNP if 22.09 E n7 10' ELECTRIC 16 (5A1T. REC, N0. i 7610120665 55MH 2119 RN 25.80 8 PVC 1C 15 27 5 / 8" PVC 1E 15.13E CB 1617 N1* 2489 i PVC IC 23.44 W CB 1618 Feld 24 90 8' CONE E 21 50 N 12" CPP IE 21 17 E co 1619 Ru 25.07 12' CPP 1E 2105w 12' CPP 1E 2095 5 IPA 76230A9(:19 CONTOURS 1NTEHVAI 0+R1V1.0 FROM DIRECT FEED OBSENv<11(N THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY Or ONE HALF THE CONTOUR INTERVAL UNDERGROUND U1111RI S W RI' LOCATED BASED ON THE SURIACI I WHENCE OF UTU11E5 (PAINT NARKS, SAW CUTS IN PAVEMENT, COVT RS, 110S. 4IC) THE CONTRACTOR SHALL AMP( DIE EXACT LOCATION. ELEVATION AND SIZE Or EXISTING 011111'ES PRIOR 10 CON51RUC110N. THE 1NEGRI'AI ON It01Ci,6 ON '.•5 MAP REPRESENTS 1HE RESUITS Or A S..RVEY CO5CLUCED CN SEPIELIBCR 25. 2018 Ae0 CAN ON'_Y BC OONSICEPED AS INDI_'4 TING THE GENERAL CON(100NS USING AT THAT THE FRI/AAPY C0N1.1* PCNis ANC 4CCESSBLE MV.UMCNT PDS TDNS KER( FIELD ME ASUR40 UNIT/N. G:OBAL P3S'110.NING SYSTEM ;06s) SURVEY 1ECHN10J(S uSN0 111_A CST 4 G85/GN55 EOH, PNENT COL. PMENT M0NI1MEN1 POS110NS IHA' WERE N01 DIRECTLY CBSER'.£C LYING DIPS SURVEY TCCHNICJCS wERC 7.ED INTO 'HE CONTROL P01N15 J-*ZING LECA ELECTRONIC 1201 '(:IA, NIA110.N5 TOR THE MEASUREMENT 0, (TOUT ANG0S AND OSIANCES THIS SURVEY NEL TS OR E%DEEDS THE Si AN1AR1S SII BY WAGS 332-130-080/090 TEMPORARY BENCHMARKS *IBM 'A SET '% ON TOP WESTERLY 3/4' BOLT IN CCO-BLOCK TOIL Al SOUTHEASTERLY END Cr TOPOGRAPHIC NAPPING. (L(VA110N: 27 63' *Thu '8 SE" T.TAC. - % _ w/0x1. (:(:N1N2_ WASHER 1.N PARKING -_T t4' CAST OE'NORTHENDC' PLANTER ISLAND 1, FRONT C' PARTY C11Y ELEVATION: 24.47 CELINCAIED ON THC FACE Or IHI I'IAI (V JRL AND DR1'h PUSINE55 PARK CONDOM N JM RECORDED IN v3LUUE 31 OF CCNG091N1UM PLA-5. PAGE 7.1, IN KIN(: COUNTY. wA5RNG10N--NO NCW E5NT5-- 20 SUBJECT TO TERMS. PROV151ON', RI WIRE MEN IS AND IIMII*110N5 CONTAINED IN THE HORIZONTAL PROPERTY REGIMES ACT. CHAPTER 156, I4w5 Or 1963 (RCw 64.32) A5 NOW AMENDED 0R AS 11 NAY Tit Pt A'IF R HE AMENDED --NO C5u15-- 21 UNDER C1 i0 ANY AONS 0,INI NUw ow 1'LRCA DEC LEVIED UNDER THE DR 0' IP4 K OWNERS DECLARATION N O 11PLAI40 240E DUSINR. T PARK OWNERS 4550C•<T10N. OR Aim ADOPTED RA/PINKS) RN R. TO. OR ANGER THE BY-_Aw5 AArAbILG FJRSJANT 10 SA DECLARATION NONE DIE AND :YA4i1E --NO E5uS5-- <_ L.,'LE1 i0 - 0AS! Min4 O.AERENEJ N THE GOCL0CNI "EEC-B1NCING SIT" M'.0'+EI1CN1 PLAIN E.C. U°_AND JAL 1E PARK- RECCR]ED SCP'EMOER '+, '984 AS RECORDING NC 6409060975.--NO NEw E5MT5-- 23 SUBJECT 10 (<SE'4EN• INCLUD.N. -ERMS AND PR00T510N5 CONTAINED 1HERE'N REGARDING UN':ERGR0UNO ELECTRIC PER REC N0. 541, 290968 --SHOWN-- 24 SUBJECT 10 EASEMENT. INCLUC:LAG TERMS AND PR0W510N5 Ni O Co S51H 2115 RN 25 37 8' PVC 1E 13.22 5 8' PVC if 13.71 NE N51DE ORCP NE 13.98 8' PVC 1C 13.06 NE 17E-26.1' 26 RIN 2510 12' CPP iE 19.94 N 12' CPR if 1994 5 RN 2570 24' CLAP IC 16.30 5 24' CUP if 16 30 N TOP 24' STAND PIPE 2020 WATER 17.8 RI4 25 69 UNABLE TO u(ASURE DUE TO LOW COUNG 4HD PIPES BENG RCN IN 51RUC TORE 504H 2514 RIN 25.69 Eu 2513 BOTTOM 15 59 RIN 2439 WATER 17.8' 12' CONC 1E 22.16 5 (DCTEN110N FACILITY ACCESS MANHOLE) SSNH 1686 RM 25 24 8' PVC IE 1174 S 1161 N YYB 75 ✓ RN 2482 6' PVC E 22.91 w u 12' CMP I( 22.75 5W END OF WATER LOCATION SIGNAL 5'CLFNC 0101 12'0.47 E '. 22 49' E !)i ( ' 0L14 25 _/_26 18M 0 J / cu., A ' 2.81' SET 'X2TOP WESTERLY BOLT / Or CCO BLOCK WALL 60' RESTRC5A( NO/ 14 BUILDING COVENANT '-25' REC NO 7210200584 60' CONTAINED-.CRCIN REGARDING UNDERGROUND ELECTRIC PCR REC NO 81'2270337 --AFFECTS SC/UTTERLY PORTKJN OF PARCEL A-- 25 SUBJECT 10 CASEMENT, INCLUDING PERMS AND PR0v1SI0N5 CONTAINED THEREIN REGARDING UNDERGROUND ELECTRIC PER RI C N0 88177/0337 --AS CONSTRUCTED-- 76 S119.4 C1 10 THE TERMS AND PROW5ONS CON IAINED IN IH4 DOCUNCNT ENTITLED "AGRCEUENI', CKC011ED DY AND !4 iW I N (:11Y 04 TUKWILA. A w<SNINGTON MUNic1I'AI CORPORATION AND PACIFIC NORTHWEST CROUP A A /01NT VENTURE RECORDED SEPIE4BE9 27, 1991 AS 1NSTTJI<ENT 91092/0299 CF OFF, AL RECORDS --NO (SIATS-- 27 PERTAINS TO LEASE 28 PENT AINS TO LEASE 29 :4,4R,.1 TO THc 'ERUS. PROv5JN5 AND EASEmEN1S' G). A -NEC 1N THE ]]OVIAEN1 EN1111t1: 'Ct1:110A110'. C' Lo PREK.AL A00ESS ANT) BARK NG rAsEw1N- :GR1117Ev- _DOMECC AuSJ51 21. 1i98 A5 RCCORCI'.G NG 98082'08_37 RECORDS --BLANKET ESNT-- .'0 PERT`'. NSATO LEASE 31 PER IA NS 10 LEASE. 32 SUBJECT TO EASEMENT AS OE1JN(A1ED ON TIE ,ACC Cl THC 511R8Y RECORDED NAY 12, 1999 ENDER IIi ciVAII1NC. NO. 35' / CB 2510 T-1 RIM 24.18 12" DI 1E 21.81 5 SEAM 2511 N RIM 24 36 12' CONC 1E 17.83 5 T2" DI K 1779 N CB 7512 RIM 24.25 12- CONE IE 20.62 S R BLVD VERTICAL AND Go TIER (7'- 30' ROAD A 1 DUTIITY ESN1 KC r NO 6050874 S 4i PN 8835100000 FIR 1624 RIM 25 BB 8 CPP IE 22 07 NE ...ROAD TRACKS /ASPHALT iN BETWEEN 55MH 16231623 RIM 2547 8" PVC 1E 1482 S 8' PVC IC 14 42 W 8" PVC 1E 14 32 N CB 1676 RN 24. 53 12" CPP if 20.51 E '2".'SP if 20.49 SE 2' CONE 1E 20 45 N R 1671 RIN 24. 39 12 CPP if 20.84 E 12-I CPP IE 20 84 w ss 5` II u 36.05' RAILROAD 0 R/w (5f1T OUT(ALL POH0 AREA SD (DENSE St6LU8� 12•CY - 6CLFNC Nw 5'CLFNC 5wb5E GATE 30' RAILROAD R/W' ESMT 11 CO 1625 RIM 26.19 8' CPP E 2139w 8' CPP IC 21 39 Sw 12" CPP IE 21 28 E 0 p 2 71 0 N8755'S3-W' / 56 54' MINKLER RD N01'08'35 E FOUND LEAD b TACK IN CONCRETE 1.10NU1CNT 1N CASE 9/T4/18 FOUND TACK IN LEAD IN CONE 44 DOWN 0 70' IN CASE. 05/04/17 CONTROL 1'=200' 9305129003. IN VG-JMC 119 OF S0RVErS AN PAGE 173, IN KING COU.NII. W45HNG10r1--NO E541 SHOWN-- 33 SUBJECT 'C EASEMENT 16CUDING TERMS AND PRCW510NS CONTAINED TI,ARLIIN REGARD:N'G GA5 b CLEC1RIC PER REC. N0 20010215000200 --AS CONSTRUCTED-- 34 PCR1A1N1 It, 11 A51 35 PERTAINS 101FA51 35 PERTAINS TO LEASE 37 PERTAINS 10 II A_SI 38 SUBJECT 10 14'..lIN I. 1N0uD1NG 1ERM5 AND PROW510N`, CONTAINED THEREIN REGARDING GAS PER REC NO 200304100W83, --AS CCN51RUC1ED-- 39 PER-<1N5 10 LEASE AD PERTAINS '0 LEASE <t SELECT '1" 'C.. cyANG M -ERS DISCLOSED 9" AH 4_1A 4C54' SLR.EY V ADE 9Y MILLKIAN NA' DNA_ .AND SERVOES WAST ,80 SEC DA- Dr rvC'.EUEEF ...I 2. SOBJEC • 1F0 lOAC NO Z'BCE SL.'9JEC"-5 801LL1NG LIES : u KML'.I D15-ANCE 0' 25 F(I' O 379 Till W SICK Y LINE OF A 15 WOC LTILI'Y EASEMENT 6) SL0JEC"S BUILDING LIES 4 I KMum DISTANCE OF 12G IEL OVER 1111 WESTERLY LINE 0r A 25' w10E PLGE1 SC:1ND POWER AND i:GH1 110'1.113. CASEMENT c) SUBJECTS BO,/NO OE AmA,ALm DSTv10E O 09 FEET OAR THE EASTERLY LINE OF _ 25' WDE BUILDING RESIRICIICN (ASEMFNI RECi'ROC<L CASEMENT a) SUBJCCT5 BUILDING APPEAR,10 LIE CtuPLC1ELY ACROSS OS) 10 P11GC1 SOUND POWER b LIGHT U11L11Y EAYuEnT 43 PERTAINS TO DEED O IRIAI 43 PERTAINS TO FINANCING SIIf MOO LEASE 44 PERTAINS i0 LEASE 45 SuB.CCT TO EASEMENT, NLIUDING NORMS AND P0OWSIONS CONTAINED 074THEREIN*0 ONSR. CTE PER REC H0. 20140185 TO 6--AS CONSTRULT[D-- 47 PERTAINS TO LEASE 47 PERTAINS TO LEASE <6 PERIA NS IC LEASE. <9 PERiA NS TO ...EN T: SC PERS iC __ SE 1/4, GRAPHIC SCALE H I L T 30 15 0 30 1'=30' BASIS OF BEARINGS 60 HE.D A BEAR NO, OF NCR1H I1"5933 WES ALONG THE 12CNJUE5'E3 CENTER_ NE J' SCUIHCEN1ER F<RKV0' Rig RCCOR] OF 5UR01< 9Y C*4CWICK & -n.v-ERS'.<NJ SJR'.£/NG Pt :36(1NC '10ECR 99G51290C3 HORIZONTAL DATUM HC9IZONTAL DATUM NAP '83/I: CPS 20. 4A911NG10N NORTH ZONE VERTICAL DATUM NAVD '88 PER CITY OF TUKw8LA POINT NO r-14, J BRASS DISC MARKED "SURVEY MOH" A5 FDuND IN THE BACK Cr WALK. ELCVA110N 2727 LEGAL DESCRIPTION PARCEL A: 10AT PCR1101N OF THE SOUTHEAST CJAN1'R OF '-E SCUTN S' OJAR•ER, AND 0' THE SOL. THWEST 0JA11'ER 0' THE SOUTHEAST OLARI(R 0, SECTION 26. 101645H P 23 NORTH. RANGE 4 EAST WLL:uET'E MERICIAN, IN K NC COUNTY. 'wA0H1'.GTCN AND DI 'HE NORTHWEST G4ARTER OF 1.1E N;N:Ili( AST CLAR TER, AND 0' THE r1CR'HC AST WAR -ER Cc THE 14CR1142AE5' CUARICR OF SECT ON 35, "DWVSH'0 23 NORTH, RANGE 4 CAST, WLLAMCTIE vCRIG.A.N, N KING COUNT?, *A911N310N DESCRIBED AS '0. LOWS DEGINNING Al THE NCRTHwE51 CORNER Cr THE NORTHEAST CU4RICR Cr SAG SCC110N 35. THENCE SOUTH 87'4408'EAST ALONG INF NORTH LINE Cr SAID NORIHCA51 OUARTCR A DISTANCE OF 14016 FEET TO THE TRUE PONT OF BEGINNING. THENCE SOUTH 02'2412'WEST PARALLI1 10 THE WEST LINE OF SAID NORTHEAST WARIER A DISTANCE OF 894 23 FEET 10 111E NORTH LINE OF THE SOUTH 430 FEET OF THE NORTHWEST WARTFR OF THE NORTHEAST 0UARIER OF SAID SECTION 35, THENCE NORTH 875009'WEST ALONG SAID NORTH LINE A DISTANCE OF 14016 FEET 10 THE CAST LINE OF THC NORTHEAST WAR7(R OF THE NORTHWEST 0,'ARl(R Cr SAID SCCT10v 35. 7-ONCE vORT- 875057'wEST ALONG THE NORTH LINE 0' "HE 5CU1H 430 F�C1 cr 5A10 NORTHEAST OL'AR-ER OF NHL NORTHWEST OLARICR A D151<NCE Cr 17729 FEET 1C A %JINN 6 Fit' : STAN- (NORTHEASTERLY :S0RCC AT MOH- ANGLES. rPCV -H_ _ASTER,+ 41ARG1N 0' 'H_ MESS SIRE'-ERS 00,1NT" RDA( N0 9 2 LHE'.CC NORTH I:'59'33'WEST ALONG < , NE 6 FEET DISTANT NCRH,E45'(0,0, NEAS0R(D A' RIGHT r.NG_ES FROA SA EASTERLY PARGIA A DISTANCE Of 1,71.86 FEET THENCE CO.NTINJ111G A_JNG 5A1D LINE E FEE- 01G1A14T NOR"HEASIEPLY ALONG A CURVE 10 THE R.GH1 H.AWNG A RA].US OF 919.37 FEET, AN ARC INSTANCE OF 21078 FEET 1HROLUH A L0NIRAL ANO.E OF 13'0808'. THENCE NORTH 01'0835'CAST ALONG SAID NINE 6 FEET DISTANT NORTHEASTERLY A OSTANCI O 28511 FEET 10 Rif NORTH LINO OF THE SOUTHEAST QUARTER OF DE SOUIHW',1 D1IARTER OF SAID SECTION 26. THENCE SOUIM 87'5553'E:5T ALONG 'RAID NORTH LINE A DISTANCE OF 625. 201EL1 10 THE WEST LINE OF THE SWIII9E51 WARIER OF THE SOUTHEAST QUARTER OF SAID S!CI10.N 26 TH(NCI SUU1H 87'5502'EASI ALONG TIT( NCR. TINE OF 5A'D SOUTHEAST IX1ARTER 0, THC SOUTHEAST 0JA1<Ii .: A OSTANCC 0' 14016 FEET, 11111C1 SO„, 0111225'2/EST PARALLEL TO WEST TINE OF SAID '1111'H'W551 0.:ARTCR Or 1 E SOUTHEAST 0<1AR1ER A OSIANCC 0' 131977 EFEJ TO THE TRUE PONT 0' 9LGNN:NG, DEAF I 1.1E NOR'. 2 Fa, CAL THAT FOR-3N 0' 14E 5CU1HCA5" WAR -ER OF '-E SO,"PWEST JLARTCR AN0 C' " SOUTHWEST CI. ARTER OF 1"1' SOLI!!: A5: CUART(R x SECTIOI. 26 TOWNS.,16 23 'CR1H, HA101 4 CAS'. WLL4METTE MCR.CN•N, CE",i'REEC A5 '0__Cw5 E(0NN1NG AT 1.1E NORTHWEST CO.R5IN :X THE SGJTHwE51 OJAR•CR 0) 1-C 50UTIICAS? CUARICR OF S.0 81*1 41CN 26. THIN,( SOUTH 87'5502'EA51 ALONG THE NORTH LINE OF SAID SOUTHWEST WARIER OF THE SOUTHEAST OJARIER. A DISTANCE Cr 14016 FEET, THENCE SOUTH 01'1255'YEST PARALLEL TO THE w(SI LINE Or 5uD SOUTHEAST QUARTER, A DISTANCE OF 49000 FEC1, THENCE NORTH 88'47'35'wEST, A DISTANCE OF 738.90 FEET TO A POINT G FEET DISTANT NORTHEASTERLY, MEASURED AT RIGHT ANGLES, FROM TH4 i ASU RLY MARGIN O u(55 BROTHERS COUNTY ROAD NUMBER 972, THENCE NORTH 1159'33'0EST AT ONG SAID LINE 8.00 FEET DISTANT NORTHEASTERLY. IJ(ASURCD AT RIGHT ANGLES. ERCN SAID EASTERLY . ARC4N A 085T4NCC OF 7 73 REC' 10 A POINT Cr CURVATURE, THENCE CO+11N_N'G ALONG SAID ONE 60G F(ET',STAN1 NORTHEASTERLY. MCA:G0Rf1 Al R:OH1 ANGLES, 'R04I S11D EA5IIRIY MARGN, ALONG A C'JP'.E TO THE RIGHT HAVING A PAO,IS CS 91937 FEET AN 43C 0574NCE O 710 75 TEEN T-RCJG.H A CENTRAL A G. OE T3.08E6! ''11470 NCR'- 0GO:8'35-EAST ALONG S TO (NE6 CO 'EDT CS -ANT NOIR'NEAS1ERLY uEAS_REG AT RCAHT ANGLES. 'ROM SAID CASIERTA M:RCIN, A DIS-4NCI :,( 28511 FEET 1''11_ NCR. LINE OF THE SOUTHEAST O04R'ER OF THE SOW -WEST 0.34127ER CF SAID SECICN 2E THENCE SOUTH 8755.33'E AST ALONG «11: UNE A 05TANCC DR 62520 FEET 10 THE WEST LINE CI THE SW"HwEST DETOUR 0' 'NC SOUTHEAST OU1R1E1+ 0, SECTION 26 AND THE TRUE PENT O BEGINNING. AND THAT PORTION Or THE 001,76I AST IYIARTER CR THE SCUT -.WEST WARRR Or THE A)OREDESCRIBED PARCEL LYING SOUTH OF THE NORTH 200 FEf 1 Or 5uD DESCRIBED PARCEL AND AI50 LYING NORTHE£STERLY OR A CURVE HATING A RADUS OF 3500 FEET AND .TCT1 IS TANGENT 10 THE SOUTH LINE OF THE SAID NORTH 2 00 ILI1 AND ALSO TANGENT TO A LINE PARALLEL Iw1H AND 500 FEET TEST AS MIASIIRED Al RIGHT ANGLES 10 THE WEST LINE OF THE AFORCDI SCR1R(D :`ARCEL AS CONVEYED 10 THE CITY Cr 1UKW4,4 r0R MINKLER BW'_EVARU Iir WARRANTY DECO R100/01D UNDER RECORDING NUMBER 040829032'. TOGETHER w, THOSE CERTA:N R1'4HT5 1N A 35 F00- NO BU1LG CCRR1tx:N AS DEFINED IN RESTRCNIVE COVENANT RECDR013 0109ER 23. '072 AND MAY 2. 1973 UNDER RECORDING NUMBER 221020088E AND '335C20527 PARCEL B: BCG'NN NG AT THE NJRTH'A(51 ::;WNEP Cr .0" <. UPLA V0S' Kw LA NCLS-R'A_ PARK, AOOOt0 NG IC 11-1 PLAT THEREON, RECCROEC 1N ':CLI'ME ' PLA15. 'AGES 6. 9 AND 10 Rc•_O,R';5 CF K181G CC..NTY 'VAS. N'G1CN. THENCE SW1H 0'•'1225'6£51, 42663 FCC- ALONG THE I1S5T ;NE 0' SAIG LC" 10 THE 50.1--WEST CORNER Or 54D LC THENCE SOUTH 137'5504- EAST, 1145 FEET A: ONG THE SOUTH LNE 0' SAID LOT 10 A POINT ON A CURVE, Tr11 RAO1Ui PO NT OF WHICH BEARS 5001H 703757'EA51. 4,0.88 FEET DISTANT, THENCE NORTHEASTERLY. ALONG THE ARC OF A CURVE CONCAvE 10 THE SOUTHEAST H WNG A RADIUS OF 41088 Ft11, THROUGH A CENTRAL ANGLE OF 10'0635'. AND AN ARC LENGTH OF 7246 FEET THENCE NORTH 21'28'48'CAST, 14 49 FEET TO A PONT OF 01RVA1URE: THINE; NORTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAWNC A RADIUS 0, 481 45 FEET THROUGH A CENTRAL ANGLE Or 080000'ANC AN ARC LENGTH Or 6722 FEET. THENCE NORTH 23'28'48'EA51. 41 25 FEET TO A POINT 0r CURVATURE. THENCE NCR'NE:51ER,v ALONG TH_ ARO OC A O.RVE 1O THE RIGHT. vNG A R4Dl1S 0f 41C 88 FEET. 0HRUJGH A CENTRAL ANGLE 0' 54'959'4N0 4 ARC LENGTH C, 38963 EEC', -ELIDE ♦CPI 1.. 127'41.31' EAST. 29'92 TJ A PUNT ON THE NORM L•1C OF SAID ,0T W+IO.1 IS 4050D rE(1 FROM ' E 4.310 CR BEGNNING. THCNCC NJR1H 87'S5C2'wEST 4055E FE:.I ALONG SAC NOR-- LINE TC THE TRUE PC1N- Or ECGINNING SW 1/4, & SW 1/4, SE 1/4, SEC. 26, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON • Axis Survey & Mapping 15241 NE 90TH ST REDMOND, WA 98052 TEL, 425.823-5700 FAX 425.823-6700 F40094• sir CISi. Ph41 L.. AW JACKSON / MAiN ARCHITECTURE, INC 311 FIRST AVE S SEATTLE, WA 98104 LIMITED TOPOGRAPHIC SURVEY FOR LAM'S MARKET www.axismap.com DATE 12/7/18 JOB NO. 18-164 DRAWN BY )M/DMB SCALE 1-=30' CHECKED BY ZLN SHEET 1 OF 1 APPENDIX B CSWPP WORKSHEETS NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL BMP Implementation Completed by: Title: Date: Develop a plan for implementing each BMP. Describe the steps necessary to implement the BMP (i.e., any construction or design), the schedule for completing those steps (list dates), and the person(s) responsible for implementation. BMPs Description of Action(s) Required for Implementation Scheduled Milestone and Completion Date(s) Person Responsible for Action Good Housekeeping 1. 2. 3 Preventive Maintenance 1. 2. 3. 4. Spill Prevention and Emergency Cleanup 1. 2. 3. Inspections 1. 2. 3. 2016 Surface Water Design Manual — Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL BMPs Description of Action(s) Required for Implementation Schedule Milestone and Completion Date(s) Person Responsibte for Action Source Control BMPs 1. 2. 3 4. 5. 8. 7. 8. Treatment BMPs 1. 2. 3. 4. Emerging technologies Flow Control BMPs 1. 2. 3. 4. 2016 Surface Water Design Manual — Appendix 0 CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Pollution Prevention Team Completed by: Title: Date: Responsible Official: Title: Team Leader: Office Phone: Responsibilities: Cell Phone #: Pager #: (1) Title: Responsibilities: Office Phone: Pager #: Cell Phone: (2) Title: Responsibilities: Office Phone: Pager #: Cell Phone #: 2016 Surface Water Design Manual — Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA • KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Employee Training Completed by: Title: Date: Describe the annual trainiag of employees on the SWPPP, addressing spill resense, good housekeeping, and material management practices. Training Topics 1.) LINE WORKERS Brief Description of Training ProgramlMaterials (e.g., film, newsletter course) Schedule for Training (list dates) Attendees Sp10 Prevention and Response Good Housekeeping Material Management Practices 2.) P2 TEAM: SWPPP Implementation Monitoring Procedures 2016 Surface Water Design Manual —Appendix 0 CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL List of Significant Spills and Leaks Completed Title: by: Date__ List all spills and leaks of toxic or hazardous pollutants that were significant but are Dill limited to, release auentitleg. Although not required, we suggest you list spills and leaks of non -hazardous materials. of 12i1 or Jla/Edaua substances in excess of renartablp Date (month/day/ye(as �) Location Indicated an site map) Description Response Procedure Preventive Measure Taken Type of Material Quantit y Sourc o, 11 Known Reason for Spill/Leak Amount of Material Recovered Material No longer exposed to Stormwater (Yos/No) 2016 Surface Water Design Manual - Appendix 0 CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA KING COUNTY. WASHINGTON. SURFACE WATER DESIGN MANUAL Materlal Inventory Completed by: Title: Date: List materials handled, treated, stored, or disposed of at the project site that may potentially be exposed to precipitation or runoff. Material Purpose/Location Quantity (Units) Likelihood of contact with stormwater If Yes, describe reason Past Spill or Leak Used ' Produced ' Stored (indicate pertwk. or yr.) Yes ' No 2016 Surface Water Design Manual — Appendix D CSWPP Forms 4/24/2016 NAVIX Lam's Seafood Market - Tukwila, WA APPENDIX C WWHM2012 Report NAVIX Lam's Seafood Market - Tukwila, WA 0 WWHM2012 PROJECT REPORT Project Name: Lams Market_181219 Site Name: Site Address: City Report Date: 12/20/2018 Gage : Seatac Data Start : 1948/10/01 Data End : 2009/09/30 Precip Scale: 1.00 Version Date: 2017/04/14 Version : 4.2.13 Low Flow Threshold for POC 1 : 50 Percent of the 2 Year High Flow Threshold for POC 1: 50 year PREDEVELOPED LAND USE Name : Basin 1 Bypass: No GroundWater: No Pervious Land Use C, Lawn, Flat Pervious Total acre .02 0.02 Impervious Land Use acre SIDEWALKS FLAT 0.01 PARKING FLAT 0.24 Impervious Total 0.25 Basin Total 0.27 Element Flows To: Surface Interflow Groundwater MITIGATED LAND USE Name : Basin 1 Bypass: No NAVIX Lam's Seafood Market - Tukwila, WA GroundWater: No Pervious Land Use C, Lawn, Flat Pervious Total acre .04 0.04 Impervious Land Use acre SIDEWALKS FLAT 0.12 PARKING FLAT 0.11 Impervious Total 0.23 Basin Total 0.27 Element Flows To: Surface Interflow Groundwater ANALYSIS RESULTS Stream Protection Duration Predeveloped Landuse Totals for POC #1 Total Pervious Area:0.02 Total Impervious Area:0.25 Mitigated Landuse Totals for POC #1 Total Pervious Area:0.04 Total Impervious Area:0.23 Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 0.096603 5 year 0.12245 10 year 0.140059 25 year 0.162948 50 ear 0.1805 100 year 0.1985041 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) 2 year 0.090252 5 year 0.114892 NAVIX Lam's Seafood Market - Tukwila, WA 10 year 0.131734 25 year 0.153683 0 v a 100 year 0.187888 Decrease of 0.011 cfs in 100-year peak flow rate Stream Protection Duration Annual Peaks for Predeveloped and Mitigated. POC #1 Year Predeveloped Mitigated 1949 0.126 0.119 1950 0.134 0.124 1951 0.079 0.074 1952 0.069 0.064 1953 0.074 0.069 1954 0.079 0.073 1955 0.089 0.083 1956 0.087 0.082 1957 0.100 0.094 1958 0.080 0.074 1959 0.081 0.074 1960 0.081 0.077 1961 0.085 0.080 1962 0.073 0.068 1963 0.082 0.077 1964 0.080 0.074 1965 0.103 0.097 1966 0.068 0.064 1967 0.118 0.110 1968 0.134 0.125 1969 0.094 0.089 1970 0.090 0.084 1971 0.107 0.100 1972 0.113 0.107 1973 0.066 0.061 1974 0.098 0.092 1975 0.111 0.102 1976 0.076 0.072 1977 0.081 0.075 1978 0.099 0.092 1979 0.136 0.126 1980 0.126 0.120 1981 0.101 0.094 1982 0.143 0.134 1983 0.115 0.107 1984 0.073 0.068 1985 0.101 0.094 1986 0.087 0.080 1987 0.134 0.124 1988 0.081 0.074 1989 0.101 0.093 1990 0.177 0.171 1991 0.140 0.134 1992 0.072 0.068 1993 0.062 0.058 1994 0.067 0.062 1995 0.089 0.083 NAVIX Lam's Seafood Market - Tukwila, WA • 1996 0.096 0.091 1997 0.093 0.088 1998 0.093 0.086 1999 0.193 0.182 2000 0.096 0.090 2001 0.104 0.096 2002 0.124 0.117 2003 0.096 0.091 2004 0.181 0.170 2005 0.083 0.078 2006 0.073 0.069 2007 0.169 0.159 2008 0.138 0.132 2009 0.123 0.113 Stream Protection Duration Ranked Annual Peaks for Predeveloped and Mitigated. POC #1 Rank Predeveloped Mitigated 1 0.1933 0.1821 2 0.1805 0.1713 3 0.1774 0.1698 4 0.1690 0.1593 5 0.1429 0.1342 6 0.1404 0.1342 7 0.1379 0.1318 8 0.1361 0.1256 9 0.1341 0.1253 10 0.1339 0.1237 11 0.1335 0.1235 12 0.1264 0.1200 13 0.1258 0.1194 14 0.1238 0.1171 15 0.1233 0.1135 16 0.1179 0.1101 17 0.1150 0.1070 18 0.1125 0.1066 19 0.1113 0.1024 20 0.1074 0.1004 21 0.1039 0.0973 22 0.1032 0.0960 23 0.1008 0.0941 24 0.1008 0.0939 25 0.1006 0.0939 26 0.1000 0.0928 27 0.0993 0.0924 28 0.0984 0.0916 29 0.0964 0.0913 30 0.0962 0.0910 31 0.0957 0.0896 32 0.0940 0.0885 33 0.0932 0.0879 34 0.0932 0.0864 35 0.0900 0.0842 36 0.0892 0.0831 37 0.0888 0.0827 NAVIX Lam's Seafood Market - Tukwila, WA 38 0.0875 0.0815 39 0.0867 0.0803 40 0.0852 0.0799 41 0.0826 0.0777 42 0.0825 0.0773 43 0.0812 0.0768 44 0.0811 0.0746 45 0.0808 0.0744 46 0.0806 0.0743 47 0.0799 0.0742 48 0.0797 0.0742 49 0.0789 0.0736 50 0.0786 0.0735 51 0.0762 0.0716 52 0.0743 0.0692 53 0.0734 0.0687 54 0.0732 0.0682 55 0.0731 0.0680 56 0.0724 0.0676 57 0.0688 0.0636 58 0.0683 0.0636 59 0.0673 0.0619 60 0.0662 0.0609 61 0.0623 0.0578 Stream Protection Duration POC #1 The Facility PASSED The Facility PASSED. Flow(cfs) Predev Mit Percentage Pass/Fail 0.0483 1766 1357 76 Pass 0.0496 1606 1225 76 Pass 0.0510 1450 1093 75 Pass 0.0523 1311 1000 76 Pass 0.0536 1197 907 75 Pass 0.0550 1078 836 77 Pass 0.0563 984 762 77 Pass 0.0576 908 694 76 Pass 0.0590 839 639 76 Pass 0.0603 771 590 76 Pass 0.0617 711 548 77 Pass 0.0630 647 508 78 Pass 0.0643 603 458 75 Pass 0.0657 560 422 75 Pass 0.0670 519 391 75 Pass 0.0683 480 364 75 Pass 0.0697 436 342 78 Pass 0.0710 408 318 77 Pass 0.0723 384 296 77 Pass 0.0737 354 273 77 Pass 0.0750 331 251 75 Pass 0.0763 313 230 73 Pass 0.0777 286 216 75 Pass NAVIX Lam's Seafood Market - Tukwila, WA • 0.0790 269 203 75 Pass 0.0803 249 190 76 Pass 0.0817 235 176 74 Pass 0.0830 215 164 76 Pass 0.0844 204 151 74 Pass 0.0857 188 145 77 Pass 0.0870 178 136 76 Pass 0.0884 168 124 73 Pass 0.0897 156 116 74 Pass 0.0910 146 110 75 Pass 0.0924 137 104 75 Pass 0.0937 129 98 75 Pass 0.0950 122 90 73 Pass 0.0964 111 84 75 Pass 0.0977 107 80 74 Pass 0.0990 103 79 76 Pass 0.1004 97 75 77 Pass 0.1017 90 71 78 Pass 0.1031 86 64 74 Pass 0.1044 81 61 75 Pass 0.1057 76 61 80 Pass 0.1071 70 54 77 Pass 0.1084 68 52 76 Pass 0.1097 64 51 79 Pass 0.1111 62 49 79 Pass 0.1124 60 46 76 Pass 0.1137 55- 42 76 Pass 0.1151 53 39 73 Pass 0.1164 52 37 71 Pass 0.1177 50 33 66 Pass 0.1191 47 31 65 Pass 0.1204 45 28 62 Pass 0.1217 40 26 65 Pass 0.1231 38 25 65 Pass 0.1244 33 21 63 Pass 0.1258 32 17 53 Pass 0.1271 30 16 53 Pass 0.1284 28 16 57 Pass 0.1298 24 14 58 Pass 0.1311 24 12 50 Pass 0.1324 21 11 52 Pass 0.1338 20 10 50 Pass 0.1351 17 8 47 Pass 0.1364 13 8 61 Pass 0.1378 12 8 66 Pass 0.1391 11 8 72 Pass 0.1404 9 8 88 Pass 0.1418 9 8 88 Pass 0.1431 8 8 100 Pass 0.1444 8 8 100 Pass 0.1458 8 8 100 Pass 0.1471 8 8 100 Pass 0.1485 8 8 100 Pass 0.1498 8 8 100 Pass 0.1511 8 7 87 Pass 0.1525 8 6 75 Pass NAVIX Lam's Seafood Market - Tukwila, WA 0.1538 8 6 75 Pass 0.1551 8 6 75 Pass 0.1565 8 6 75 Pass 0.1578 7 6 85 Pass 0.1591 7 6 85 Pass 0.1605 7 5 71 Pass 0.1618 6 4 66 Pass 0.1631 6 4 66 Pass 0.1645 6 4 66 Pass 0.1658 6 4 66 Pass 0.1671 6 3 50 Pass 0.1685 6 3 50 Pass 0.1698 5 2 40 Pass 0.1712 5 2 40 Pass 0.1725 4 1 25 Pass 0.1738 4 1 25 Pass 0.1752 4 1 25 Pass 0.1765 3 1 33 Pass 0.1778 2 1 50 Pass 0.1792 2 1 50 Pass 0.1805 2 1 50 Pass Water Quality BMP Flow and Volume for POC #1 On-line facility volume: 0 acre-feet On-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. Off-line facility target flow: 0 cfs. Adjusted for 15 min: 0 cfs. LID Report LID Technique Used for Total Volumn Volumn Infiltration Cumulative Percent Water Quality Percent Comment Treatment? Needs Through Volumn Volumn Volumn Water Quality Treatment Facility (ac-ft.) Infiltration Infiltrated Treated (ac-ft) (ac-ft) Credit Total Volume Infiltrated 0.00 0.00 0% Compliance with LID Standard 8 Duration Analysis Result = Passed 0.00 0.00 No Treat. Credit 0.00 Perind and Impind Changes No changes have been made. This program and accompanying documentation are provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or NAVIX Lam's Seafood Market - Tukwila, WA • inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright ° by : Clear Creek Solutions, Inc. 2005-2018; All Rights Reserved. NAVIX Lam's Seafood Market - Tukwila, WA submittal. Within 28 days of recei....5 your application, City staff will determine it it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Staff will meet with you as needed to help achieve project goals, and formulate a recommendation to the Director. Once all design issues have been resolved we will issue a Notice of Decision. This approval will expire unless construction begins within three years of the decision. 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. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may 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 submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: k77 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). V 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 1T'. 4. Application Fee: See Land Use Fee Schedule online. 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached), - 6. SEPA Environmental Checklist if required (see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 7. If the project requires SEPA review: Payment of notice board fee (see Land Use Fee Schedglg) to Fast Signs Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). Mailed notice is not required. PROJECT DESCRIPTION AND ANALYSIS: 8. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). 9. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. V 10. A written discussion of project consistency with decision criteria. (See Application) 11. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. RECEIVED DEC 24 2018 Community Development Check items submitted with application Information Rbywied. May be waived in unusual cases, ukon-dpproval of both Public Works and Planning SITE PLAN: / �// 12 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36". V� (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. V(f) Loading and service areas. (g) Fences, rockeries and retaining walls with called out colors and materials. (h) Street furniture such as benches and bike racks. (i) Pedestrian connections between the building entrance(s) and the sidewalk/public street. (j) In MDR and HDR zones provide a development coverage calculation (maximum 50%). V(k) Show all existing and proposed easements. (1) Vicinity Map with site location does not have to be to scale. LANDSCAPE PLAN: V 13 (a) If the landscaping will be altered or the existing landscaping does not meet current standards (TMC 18.52; or if located in the TUC districts see TMC 18.28) 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): 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". (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Existing and proposed building footprints. RECEIVED DEC 24 2016 Community Development Check items submitted with application Information Re _, __.ed. May be waived in unusual cases, upon approval of both Public Works and Planning 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 calculations to NGVD 1929, if in a flood zone or flood -prone area. \V (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. V (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to PERMIT CENTER. (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. (j) Show planned access to buildings, driveways, fire access lanes and turn-arounds. OTHER: V16. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. Maximum size 24" x 36". V 17. Color and materials board accurately representing the proposed project. 18. A rendering or photo montage showing the project in context is suggested. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). 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. RECEIVED DEC 24 2018 Community Development CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 ADMINISTRATIVE Telephone: (206) 431-3670 APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-DR Planner: File Number: / - 0//e' Application Complete Date: Project File Number: hi -0 /aE Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: LA fl ' S SEA F 0 017 BRIEF DESCRIPTION OF PROJECT DESIGN REVIEW - 11.Q.t-Z� CVO *X1fY WC imp S 10 011 cp_x IS -11-- re 1(111 a)i1C ih H"€ pare O rcen LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 2-L-1Bi Vc1. vff) 18168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). Zin 230 9 110 DO23GC1- CI 019 �� S L O —0000 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/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. Name: L(irO t3Gtr1-it Address: 311 F I I2 S -T A \1 E U TN S EJ 11 LE , IMP 96 I 0 LI 2 Phone: 2DU - J2 vi - O O l FAX: E-mail: L A. Pt12Ni E i VtCkSONMfti►J. c0r'1 Signature: PA. ifill,iA2 Date: 1 ZI 2—H RECEIVED DEC 24 2018 Community Development NORTH EAST PERSPECTIVE LAM'S SEAFOOD MARKET 3- SNX 51/23 ON CLEAR 6- DARK BRONZE COLOR FOR METAL CANOPIES AND ALUMINUM STOREFRONT 2 2- SW7507 4 5 1,5- SW7529 4- SW7008 255-C2 SW 7008 Alabaster 6 RECEIVED DEC 242018 Community Development 7- BORAL STEEL ROOF BARREL -VAULT TILE - SPANISH RED 18°-.01/8'