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Permit PL10-022 - WESTFIELD SOUTHCENTER MALL - SEAFOOD CITY DESIGN REVIEW
SEAFOOD CITY DESIGN REVIEW 1368 SOUTHCENTER MALL PL1O-022 L10-024 April 8, 2010 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bill Beebe Nadel Architects 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 Subject: Seafood City (Design Modification to Mervyns BAR approval File. 91 -4 -DR) Dear Mr. Beebe: This letter summarizes proposed changes and establishes conditions for minor modifications to an existing structure at Southcenter Mall. This letter constitutes the findings and conclusions for the minor modification to a Board of Architectural Review (BAR) decision (18.46.130 Tukwila Municipal Code (TMC)) This letter encompasses the Type 1 decision that is appealable to the City's Hearing Examiner per the Appeal Processes Chapter (18.116 TMC.) Background In 1991, the Mervyn's Company constructed a new building and opened it into the northeast corner of Southcenter Mall. The proposal underwent SEPA analysis and received design review approval from the Board of Architectural Review. A three sided structure that opened into the Mall's concourse was approved. The architecture and high quality materials harmonized with the Mall's design. The Mervyn's company however went out of business some time in 2006 and the building has been vacant since then. Project Description The Westfield Corporation, owner of Southcenter Mali purchased the Mervyn's building and has leased approximately 35,000 square feet of the lower floor of the two story building to Seafood City. The new tenant, who will be using only one of the three exterior entrances has presented drawings modifying parts of the former Mervyn's building. The majority of the changes are to the east facade over Seafood City's entrance along with some modifications to the lower elevation of the north facade that abuts their back of house. For the proposed modifications to the BAR approved design, the following criteria have been highlighted due to their relationship to the proposed changes. Comments regarding the current submittal have been made as they relate to the relevant criteria. Page 1 of 8 04/07/2010 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Relationship of Structure and Site to Adjoining Area (d.) Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety efficiency and convenience should be encouraged. The new use is a food market that will make shopping carts available for their customers. Four cart corrals will be located in the parking field to the east of the store's entrance. There is a curb ramp to the south of the entrance directly opposite the handicap parking. The applicant has presented two new ramps — one directly in front of the entrance and to the north of the east entrance. There is a parking field to the north of the building. Customer parking in this area previously had access to the building through an entrance on the north side that with this proposal will be closed. Westfield, the building's property owner, recently acquired the "Bank of America" lot to the north and will be leasing the building to a new tenant and providing needed mall parking on that parcel. The applicant proposes replacing one of the loading area for the required recycling area. A trash compactor is proposed for one space and the general recycling area is proposed for one other. Discussion The proposed north curb ramp location is a compromised location for two reasons: the shallowness of the sidewalk at this location and its intersection with the east driveway circling the mall. An additional ramp should be installed at the north end of the sidewalk that extends along the front of Seafood City's entrance. The presence of a business to the north and parking to the north and the cart corrals to the north indicate that functionally, a ramp would be needed at the end of this sidewalk. A modified ramp location would support customer movement to the north parking field and to the business and parking to the north and would avoid dropping pedestrians into the main circulation drive around the mall. An ADA sewer cover could be substituted to make a functional ramp at the northernmost end of the sidewalk acceptable. Page 2 of 8 04/07/2010 • • The most effective recycling program for a food market is food and paper composting, which needs to be placed in an area with truck access. The business owner has expressed disinterest in a recycling program. Therefore in order to meet the recycling area standard of 182 square feet (18.52.080 TMC) and not impact the required three loading spaces, (18.56.080 TMC) a recycling area will need to be identified within the tenant space. Condition Sheet AR1.1 Hardscape Plan • Relocate ramp at the northernmost end of the sidewalk that runs along the east side of the building. • Identify and demarcate 182 square feet of recycling area with the tenant space. Landscape and Site Treatment (b) Landscape treatment shall enhance existing natural and architectural features, help separate public from private spaces, strengthen vistas and important views, provide shade to moderate the affects of large paved areas, and break up visual mass. Two trees in front of planter E& F and a tree on the north side are proposed for removal. The applicant proposes compensation by planting four trees in the landscape area along the entry drive off Andover Park West where no plants exist other than grass. The applicant desires to create a clear visual corridor to future exterior tenant signage on the east facade. The sidewalk along this building edge is fairly narrow - from four to seven feet. The parking field to the east of this sidewalk is bare of any plantings and does not meet current landscape standards. Discussion Any removal of trees from the sidewalk and this side of the property would weaken the trees function in providing an edge and barrier for pedestrians from the adjacent circulation drive aisle. The trees also assist in breaking up the building mass along the east elevation that extends from the southern edge of J.C. Penny to the Mervyn's facade. There is little relief or modulation along the building wall or pedestrian amenity along the length of the sidewalk. Removal of the trees will reduce the attractiveness of this area thereby reducing the incentive for pedestrians/customers to walk along the building's facade. Visibility to future signage along this wall is a relevant concern; however, mall businesses do not typically rely on street signage. Most mall businesses do not have exterior signage. Other means to indicate an exterior shop entrance would be exterior entry treatment that emphasizes a retail entrance. Condition Sheet L-1 of 1 Landscape Plan • Retain trees or replace trees in place with a minimum 2 inch caliper tree of the same species. Landscape and Site Treatment (a) Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced. Page 3 of 8 04/07/2010 • • (c.) Walkways, parking spaces, terraces, and other paved areas shall promote safety and provide an inviting and stable appearance. Direct pedestrian linkages to the public street, to on-site recreation areas, and to adjacent public recreation areas shall be provided. (d) In locations where plants will be susceptible to injury by pedestrian or motor traffic mitigating steps should be taken. (g) In areas where general planting will not prosper other materials such as fences, walls and pavings or wood brick, stone or gravel may be used. Except for the trees, the existing planting beds, which have been in place since 1992, are for the most part bare of plants. The plants, particularly in the north bed, did not survive. The design revisions lack measures to reverse this outcome. A drawing of the north elevation shows a new planting bed that extends into the sidewalk area. Discussion Protecting the plant material from foot traffic seems necessary given the experience here. Shopping carts will be a new source of injury and do not lend themselves to travel along a curvilinear walkway. A small curbed edge and slight berming and significant planting could emphasize the edge and help protect the plant material. A review of plant species spread, condition of existing bed, and setting for the plantings causes us to conclude that plantings should be increased in order to meet City standard of 90% coverage in three years. Condition Sheet L-1 • Provide a curb and berming to protect and demarcate the planting edge. ■ Increase the number of Daylilies to 1 per foot in all beds along all edges • Add 4 Holly in Bed C (on south side of entrance) to mirror treatment in Bed B ■ Increase Sarcococca to one every 2 feet along edges of all beds ■ Deepen the setback of the new EFIS wall so that the planting bed does not extend past the building line on the north elevation • Provide a scaled planting plan for the north landscape area. Building Design (a) Architectural style is not restricted; evaluation of a project should be based on quality of its design and relationship to its surrounds. The applicant proposes to cover the east entry architectural feature with a green tinted glass curtain wall above and below the canopy and cover the canopy and columns with 4 mm Page 4 of 8 04/07/2010 "alucobond," a metal cladding material. The applicant states that clear vision glass is proposed for the storefront door system. These two new facade materials are shown topped with a sheet metal cornice. The profile of the cornice does not exactly duplicate the cornice surrounding the existing building. A new wall will be constructed over the existing north entrance. The new wall will extend around and over the two existing columns. The area between the two columns will be finished with a painted EIFS wall. A paint color has been specified but not shown on the color and materials board. The walls around the columns are proposed to be faced with brick veneer and stone to match the color and pattern of the main building material. Discussion The applicant has provided a 4mm alucobond sample in silver metallic. The cornice color specifies "champagne metallic" that is intended to match the alucobond cover below. A tinted storefront glass would harmonize and carry out the colors of the glass facade above and surrounding the storefront. Painted surfaces behind the glass walls will provide a uniform back ground for the semitransparent glass curtain wall systems above and below the canopy. Accurate drawings of the column treatment are not provided. There will be seaming along the columns. The applicant proposes converting the round column to a square that would extend the length of the column with two to three seams horizontally and one to two seams down the length. Condition Sheet A4.0; A5.0: ■ Modify the drawing to show the actual column treatment. Condition Sheet A6.1: ■ Create an irrigated planting bed with plant materials that sufficiently screens the blank wall on the north facade. Building Design (d) Colors should be harmonious with bright or brilliant colors used only for accent. Two colors - Walrus and Roman Gold - are shown on the color and materials board. The roman gold is a suggested color for a canopy or awning element at Red Ribbon, for which there are no submitted elevations. The walrus color will be painted on the new stud wall behind the glass Page 5 of 8 04/07/2010 • • curtain wall above the canopy as well as the existing tile wall around the entrance. A sample for the color of the new painted EFIS wall on the north elevation is not provided. Discussion The lack of information regarding the tenants adjacent to Seafood City prevents any findings or conclusions regarding their proposal. The use of Walrus will be a neutral color that should help provide a uniform background for the glass curtain wall. No plans were submitted for a tenant space other than Seafood City. Building Design (f) Exterior lighting should be part of the architectural concept. Fixtures, standards and all exposed accessories should be harmonious with building design. The proposed sign will be internally illuminated. Lights behind the lower parapet were added per Seafood City to accent the upper glass curtain wall. Additional lighting to illuminate the curtain wall below the parapet is requested so that the glass curtain wall appears the same both above as well as below the canopy. Currently there are four recessed can lights in the ceiling of the canopy. The applicant proposes two fixtures for the east facade. A decorative cylindrical fixture will be an accent feature on the column and more functional square down lights are proposed for the walls on either side of the entrance. Discussion The two accent lights are in keeping with the new architectural program for the east entry and six wall sconces are subdued and are in harmony with the decorative detailing of the existing building. Miscellaneous structures (a) Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale. The roof plan (Sheet A3.0) shows new equipment and mentions that details are available on sheet A 6.0, which is not submitted. According to the applicant, the details on A6.0 are roof platforms. The intent is for the existing parapet to screen the new Rut's from views from the site (not necessarily level view). The sign shown on plan elevations are individual letters and a logo that according to the applicant are internally illuminated. A bench, bike rake and waste receptacle are shown on the color and materials board. Discussion The City's sign code will allow one sign on the east side where the Seafood City sign is shown Outline of thee additional signs are also shown on the east canopy. We are unable to judge the scale of the sign relative to the size of the building; however, the sign code formula for sign size Page 6 of 8 04/07/2010 • • will determine the maximum allowable sign area. The regulations are found on the following handout. http://ww-w.ci.tukwila.wa.us/dcd/apps/c&izones.pdf. Condition Sheet A4.0: • Signage is not approved as part of this decision. A separate sign permit must be submitted and approved. Summary The conditions listed above and summarized below need to be incorporated into the Seafood City proposal in order for the project to be in keeping with the original BAR decision. This decision does not encompass or approve the Jollibee or Red Ribbon examples as there are no supporting plans or details on those projects. This decision may be appealed to the City's Hearing Examiner within 14 days of the date of this letter. Conditions 1. Relocate ramp at the northernmost end of the sidewalk that runs along the east side of the building. 2. Retain/replace trees that are removed or impacted by utility additions. / �, c V' 3. Provide a curb and berming to protect and demarcate the planting edge. ✓Afj � 4. Increase the number of Daylilies to 1 per foot in all beds along all edges 5. Add 4 Holly in Bed C (on south side of entrance) to mirror treatment in Bed B 6. Increase Sarcococca to one every 2 feet along edges of all beds 7. Provide a scaled planting plan and sufficient planting materials for the north planting area. 8. Modify floor plan to show required recycling area. 9. Provide plans showing column details. 10. Signage is not approved as part of this decision. A separate sign permit must be submitted and approved 11. Create an irrigated landscape bed and planting plan that screens the blank wall on the north facade. 12. Paint EIFS wall on north elevation to harmonize with brick color. Sincerely, fev, ck Pace Director Reference Page 7 of 8 04/07/2010 • • Plan Set (Nadel/Pacland 4/5/2010) including: D-1.0 AR- 1.0 AR— 1.1 AR — 1.2 A — 0.0 A 1.0 A 3.0 A 4.0 A 5.0 A 6.1 L -1 of 2 (2/10/10) L-2 of 2 (2.10.10) Color, Materials & Site Amenities Board (Nadel 1/20/2010) Proposed Exterior Facade (Nadel 03/31/2010) Proposed Redevelopment Sheet 2 (north elevation) (Westfield 03/05/2010) Proposed Redevelopment Proposed Wall Cover Floor Plan Sheet 1 (Westfield 03/05/2010) Saturn and Dittik Light Cut sheets. Copy: Josh Kimmel Regional Director, Tenant Coordination H:\WEA phase 2\Seafood City\Seafood city bar staffreport.doc Page 8 of 8 04/07/2010 Saturn Maxi Wall Design: Joachim tappet tar Sachin Mari Wall provides gentt3 as well as mown illumination. Bath anti- glare rings shield the Wigs ham new and the Saturn rem reflects the light Into the space. Depending en the glass 13lmote, the &mna:ion h ehht son 0. distinct. 1 finish White m n11urM painted aluminum p0edm mated. Material Enclosure: Cleat or white opal glass. Satin rig: Die an absmoW11. Anti- glare tog: Die farmed aluminum. Back plaza. Die cast abmtiwm Mounting Statue: Moun1N d0mdl to finished surface arm a recessed a' octagonal jmtctim boa. Weigh) /61213. 00 to. label M. vel Iplati0ll. ®EW. wall 1 1114(1(' 11 ql �IILLHJ �III'llr2H� specification ("Vett" a.apalht M..MIWA sOO2 VOL to -O V1SW/ma2.al 111e22Y I MM�.t.� I 1 I P106011 code SWAM 2 3 light soutte 2126W/(1 G24,03a' 2/153W/A-21/U mMMnita voltage 170077V 1202 Finish mal. 040141 NU. 0711 spotemon O + std all MON opt glaow.deu. +,n.. a a+1.2 oat eve Ma end l00. Mman pm. oak*u 2rv'etat .Ya e.at t ono aaeeuap una s ppr..itlY tiON tate A+aratleN 222.21to b►.M amaaoa horn tuft°"" (Mt OVI Orr tons. aher/s..r.M W Meng Aso a Ma (04/06/2010) Moira Bradshaw - Dittik_ING.pdf Page 1 EXISTING PHOTO SITE PLAN Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, G 90025 PROPOSED EIFS WALL ON 6" METAL STUD. PROVIDE AN 8" HIGH STONE TILE BASE FOR THE WHOLE LENGTH OF NEW WALL. FLAT VENEER BRICKS ON WONDER BOARD BACKUP. ALIGN AND MATCH WITH EXISTING STRIPING/BANDING OF EXISTING WALL, TYP ON BOTH SIDES. 6" METAL STUD FRAMED TIGHT AND CLEAR FROM EXISTING STEEL COLUMN TO tz45 CREATE NEW WALL. >, — 2" x 2" PAINTED STEEL TUBING LATTICE/GRILLE WITH CLIMBING VINE r-0" 6 LANDSCAPE AREA, SHRUBS WITH ORNAMENTAL GROUNDCOVERS & PERENNIALS (Crimson Pygmy Barberry, Pacific Aster; Salal.).CLIMBING VINE ON LATTICE WORK 2 - COLUMNAR EVERGREEN TREE, TYP (HOGAN CEDAR, 12-15 FT HT., POTTED) FLOOR PLAN PROPOSED REDEVELOPMENT SEAFOOD CITY PROPOSED WALL COVER FLOOR 30 X s2 PLAN SDALE: NIS • DATE 29 MAR 2010 7lestfie(d So.:-ncenter 1 SHEET April 8, 2010 • City of Tukwila ?_,/o -ooa y Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Bill Beebe Nadel Architects 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 Subject: Seafood City (Design Modification to Mervyns BAR approval File. 91 -4 -DR) Dear Mr. Beebe: This letter summarizes proposed changes and establishes conditions for minor modifications to an existing structure at Southcenter Mall. This letter constitutes the findings and conclusions for the minor modification to a Board of Architectural Review (BAR) decision (18.46.130 Tukwila Municipal Code (TMC)) This letter encompasses the Type 1 decision that is appealable to the City's Hearing Examiner per the Appeal Processes Chapter (18.116 TMC.) Background In 1991, the Mervyn's Company constructed a new building and opened it into the northeast corner of Southcenter Mall. The proposal underwent SEPA analysis and received design review approval from the Board of Architectural Review. A three sided structure that opened into the Mall's concourse was approved. The architecture and high quality materials harmonized with the Mall's design. The Mervyn's company however went out of business some time in 2006 and the building has been vacant since then. Project Description The Westfield Corporation, owner of Southcenter Mall purchased the Mervyn's building and has leased approximately 35,000 square feet of the lower floor of the two story building to Seafood City. The new tenant, who will be using only one of the three exterior entrances has presented drawings modifying parts of the former Mervyn's building. The majority of the changes are to the east facade over Seafood City's entrance along with some modifications to the lower elevation of the north facade that abuts their back of house. For the proposed modifications to the BAR approved design, the following criteria have been highlighted due to their relationship to the proposed changes. Comments regarding the current submittal have been made as they relate to the relevant criteria. Page 1 of 8 04/28/2010 6300 Soulheenier Bonlecnrcl Suite 4100 • Tuht ilu, I1 oshinglnn 98/88 • Phone 206-431-3670 • Fox. 206-431-3665 0 y City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 LLC Comprehensive Plan amendment ment LLC Comprehensive Plan amendment ment w w City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA. 98188 LLC Comprehensive Plan amendment ment LLC Comprehensive Plan amendment ment w w Relationship of Structure and Site to Adjoining Area (d.) Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety efficiency and convenience should be encouraged. The new use is a food market that will make shopping carts available for their customers. Four cart corrals will be located in the parking field to the east of the store's entrance. There is a curb ramp to the south of the entrance directly opposite the handicap parking. The applicant has presented two new ramps — one directly in front of the entrance and to the north of the east entrance. There is a parking field to the north of the building. Customer parking in this area previously had access to the building through an entrance on the north side that with this proposal will be closed. Westfield, the building's property owner, recently acquired the "Bank of America" lot to the north and will be leasing the building to a new tenant and providing needed mall parking on that parcel. The applicant proposes replacing one of the loading area for the required recycling area. A trash compactor is proposed for one space and the general recycling area is proposed for one other. Discussion The proposed north curb ramp location is a compromised location for two reasons: the shallowness of the sidewalk at this location and its intersection with the east driveway circling the mall. An additional ramp should be installed at the north end of the sidewalk that extends along the front of Seafood City's entrance. The presence of a business to the north and parking to the north and the cart corrals to the north indicate that functionally, a ramp would be needed at the end of this sidewalk. A modified ramp location would support customer movement to the north parking field and to the business and parking to the north and would avoid dropping pedestrians into the main circulation drive around the mall. An ADA sewer cover could be substituted to make a functional ramp at the northernmost end of the sidewalk acceptable. Page 2 of 8 04/28/2010 expstat.rpt 11/04/2009 10:03AM Periods: 1 through 14 Expenditure Status Report Page: 7 City of Tukwila 01/01/2009 through 12/31/2009 • • Page: 7 • • The most effective recycling program for a food market is food and paper composting, which needs to be placed in an area with truck access. The business owner has expressed disinterest in a recycling program. Therefore in order to meet the recycling area standard of 182 square feet (18.52.080 TMC) and not impact the required three loading spaces, (18.56.080 TMC) a recycling area will need to be identified within the tenant space. Condition Sheet AR1.1 Hardscape Plan • Relocate ramp at the northernmost end of the sidewalk that runs along the east side of the building. • Identify and demarcate 182 square feet of recycling area with the tenant space. Landscape and Site Treatment (b) Landscape treatment shall enhance existing natural and architectural features, help separate public from private spaces, strengthen vistas and important views, provide shade to moderate the affects of large paved areas, and break up visual mass. Two trees in front of planter E& F and a tree on the north side are proposed for removal. The applicant proposes compensation by planting four trees in the landscape area along the entry drive off Andover Park West where no plants exist other than grass. The applicant desires to create a clear visual corridor to future exterior tenantsignage on the east facade. The sidewalk along this building edge is fairly narrow - from four to seven feet. The parking field to the east of this sidewalk is bare of any plantings and does not meet current landscape standards. Discussion Any removal of trees from the sidewalk and this side of the property would weaken the trees function in providing an edge and barrier for pedestrians from the adjacent circulation drive aisle. The trees also assist in breaking up the building mass along the east elevation that extends from the southern edge of J.C. Penny to the Mervyn's facade. There is little relief or modulation along the building wall .or pedestrian amenity along the length of the sidewalk. Removal of the trees will reduce the attractiveness of this area thereby reducing the incentive for pedestrians/customers to walk along the building's facade. Visibility to future signage along this wall is a relevant concern; however, mall businesses do not typically rely on street signage. Most mall businesses do not have exterior signage. Other means to indicate an exterior shop entrance would be exterior entry treatment that emphasizes a retail entrance. Condition Sheet L-1 of 1 Landscape Plan • Retain trees or replace trees in place with a minimum 2 inch caliper tree of the same species. Landscape and Site Treatment (a) Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced. Page 3 of 8 04/28/2010 A. E. Cobb Architects Inc. 911 Western Avenue #318 Seattle, WA 98104 206.287.0136 tel 206.233.9742 fax www.cabbarch.corii= PROPOSED REZONE SUMMARY: (parcels 1023049072, 3351400005, 1023049063) Y fJ U C) 20n3 COMMUNIrt OENEt_ORviE,-s The proposed rezone involves three properties located near the southeast corner of Duwamish Hill Park. Our client, Wooden III LLC, currently owns three parcels near the southeast corner of Duwamish Hill Park. The three parcels are (A) 3351400005, (B) 1023049063, and (C) 1023049072. Please refer to the attached site plan for the parcel locations, shaded in color. Parcel A is located on the western edge of the residential neighborhood, zoned Low Density Residential (LDR). It is positioned adjacent to Parcel C, which is currently zoned Manufacturing, Industrial Center Light (MIC/L). Parcel B is located on the bank of the Duwamish River, also zoned Manufacturing, Industrial Center Light (MIC/L). This parcel interrupts a stretch of publicly owned land along the Duwamish River to the east and west. Parcel C is located at the southeast corner of Duwamish Hill Park, and zoned Manufacturing, Industrial Center Light (MIC/L). Wooden III Ilc proposes a rezone of two of these parcels in the interest of creating a development opportunity that will both improve the Duwamish Hill Park and support the adjacent residential neighborhood with a more appropriate and inviting use. In this proposal, the zoning for Parcels A and C would be changed to Office (0), with the intention of establishing professional offices, galleries and/or daycare facilities per TMC chapter 18.18. This zoning change will eliminate the possibility of adverse MIC/L development at this juncture between the park and the residential neighborhood. Further, in the interest of improving the Park and general environment, Wooden III would donate Parcel B to the City of Tukwila for integration into its river bank restoration program and pedestrian trail development, if the proposed Office rezone of Parcels A and C were to be approved. This three parcel proposal will benefit the Park, the River and the adjacent residential neighborhood in three significant respects: 1. A potentially harmful MIC/L future development (gas station, auto repair, contractor storage, etc) would no longer border the southeast corner of the Park and adjacent residential neighborhood to the east. 2. In lieu of the MIC/L "island" parcel (meaning a single privately owned parcel zoned differently than its surroundings), two "Office" zoned parcels would create a more pedestrian friendly environment, and be more supportive of both the park and the residential neighborhood. 3. Tukwila would gain public land along the Duwamish River for restoration and possible trail development, which is currently interrupted by this "island" of private owners,. • (c.) Walkways, parking spaces, terraces, and other paved areas shall promote safety and provide an inviting and stable appearance. Direct pedestrian linkages to the public street, to on-site recreation areas, and to adjacent public recreation areas shall be provided. (d) In locations where plants will be susceptible to injury by pedestrian or motor traffic mitigating steps should be taken. (g) In areas where general planting will not prosper other materials such as fences, walls and pavings or wood brick, stone or gravel may be used. Except for the trees, the existing planting beds, which have been in place since 1992, are for the most part bare of plants. The plants, particularly in the north bed, did not survive. The design revisions lack measures to reverse this outcome. A drawing of the north elevation shows a new planting bed that extends into the sidewalk area. Discussion Protecting the plant material from foot traffic seems necessary given the experience here. Shopping carts will be a new source of injury and do not lend themselves to travel along a curvilinear walkway. A small curbed edge and slight berming and significant planting could emphasize the edge and help protect the plant material. A review of plant species spread, condition of existing bed, and setting for the plantings causes us to conclude that plantings should be increased in order to meet City standard of 90% coverage in three years. Condition Sheet L-1 ■ Provide a curb and berming to protect and demarcate the planting edge. • Increase the number of Daylilies to 1 per foot in all beds along all edges ■ Add 4 Holly in Bed C (on south side of entrance) to mirror treatment in Bed B ■ Increase Sarcococca to one every 2 feet along edges of all beds • Deepen the setback of the new EFIS wall so that the planting bed does not extend past the building line on the north elevation • Provide a scaled planting plan for the north landscape area. Building Design (a) Architectural style is not restricted; evaluation of a project should be based on quality of its design and relationship to its surrounds. The applicant proposes to cover the east entry architectural feature with a green tinted glass curtain wall above and below the canopy and cover the canopy and columns with 4 mm Page 4 of 8 04/28/2010 How Will Annexation Affect LOCA,L TAXES Table B. Tax/Fee Comparison Between King County, Tukwila, Seattle & Burien additional cost/fee (compared to KCO) if annexed to Tukwila King Co. Tukwila Seattle Burien Estimate of If Tukwila Annexed ) Potential Revenue Lax or Fee i 1 1 r Utility Tax: Telephone 6% 6%1 6% 6% 6%, 6% 6% 6% Not able to determine Utility Tax:•Gas Utility Tax: Electricity ' 6%' 6%i 3% 6% Cable franchise fee 5% 6% 10%. 6% 6% Utility Tax: Solid Waste 6% 11.50% 1 6% • 6% Utility Tax: Water 6% 19.87% 1 0 no $$ Utility Tax: Sewer 6% 12% I 0 no $$ Utility Tax: Stormwater $ 0.49 11.50% 1 $75,039.39/year Sales Tax 9.50% • 9.50% 9.50% 9.50% 9.50% $173,048 (based on 2009 taxable sales) Sales tax on food & beverages (restaurants) 10% 10% 10% 10% 10% Not able to determine Gross Receipts Tax (B&O tax) Non -service business (businesses with less than $100k in gross receipts are exempt) 0 003 0.003 .215% on gross receipts 0.05% of gross receipts $ 2 66 , 2 92 1 52 N/A Gross Receipts Tax (B&O tax) Service business (businesses with less than $100k in Dross receipts are exempt) .415% on gross receipts . N/A Business Square Footage Tax Business Floor Space (business that manufacture & deliver goods and services on site or within City limits are exempt) $1.63 N/A Business Square Footage Tax Other Floor Space (Non business related space such as storage, employee lunch rooms, etc) • $0.54 N/A Business license only required for regulated businesses $100 (0-20) $90 $75 (<40) first time fee $100 (0-20) :.' $900+/year $150 (21-50) $150 (40+) first time fee . $150 (21-50) '::.:': $200 (51-100) $90 (<40) renewal ..' $200 (51-100) . $300 (101+) $175 (40+) renewal . '$300 (101+) ' •' Lodging Tax (up to 1 month stay) <60 rooms 60+ rooms 9.5% 12% 10.5% 12.4% 9.5% 15.6% 9.5% 12% 10.5% ' 12.4% N/A 112010 Levies King CO Taxing Districts Unincorporated King County Tukwila Seattle Burien If Tukwila Annexed. z1 Total le $ 10.14 $9.26-12.15 $9.04-11.42 12.41 1 3.72 $ ''`: 9.23 State/Count /Port Districts $ 3.72 $ 3.72 1 $ 3 72 $ 3.72 Road le $ 1.94 -� School Le $ 1.98 3.74-4.36 1.98-4.36 4.36 1.98 Fire Le $ 1.60 1.9 ' Libra Le $ 0.49 0 46 0 49 ' 0:46 EMS Le $ 0 30 0 3 $ 0 30 $ 0 30 $ 0.30 Flood Le $ 0.11 0.11 0.11 0.11 :.......• :::0.11` Fer Le 0.003 0.003 0.003 0 003 0.003 !City levy $ 2 66 , 2 92 1 52 2.66 range in Total Levy amount is due to taxes imposed by special purpose districts such as schools, flood, fire, hospital, etc within the city "alucobond," a metal cladding material. The applicant states that clear vision glass is proposed for the storefront door system. These two new facade materials are shown topped with a sheet metal cornice. The profile of the cornice does not exactly duplicate the cornice surrounding the existing building. A new wall will be constructed over the existing north entrance. The new wall will extend around and over the two existing columns. The area between the two columns will be finished with a painted EIFS wall. A paint color has been specified but not shown on the color and materials board. The walls around the columns are proposed to be faced with brick veneer and stone to match the color and pattern of the main building material. Discussion The applicant has provided a 4mm alucobond sample in silver metallic. The cornice color specifies "champagne metallic" that is intended to match the alucobond cover below. A tinted storefront glass would harmonize and carry out the colors of the glass facade above and surrounding the storefront. Painted surfaces behind the glass walls will provide a uniform back ground for the semitransparent glass curtain wall systems above and below the canopy. Accurate drawings of the column treatment are not provided. There will be seaming along the columns. The applicant proposes converting the round column to a square that would extend the length of the column with two to three seams horizontallyand one to two seams down the length. Condition Sheet A4.0; A5.0: ■ Modify the drawing to show the actual column treatment. Condition Sheet A6.1: ■ Create an irrigated planting bed with plant materials that sufficiently screens the blank wall on the north facade. Building Design (d) Colors should be harmonious with bright or brilliant colors used only for accent. Two colors - Walrus and Roman Gold - are shown on the color and materials board. The roman gold is a suggested color for a canopy or awning element at Red Ribbon, for which there are no submitted elevations. The walrus color will be painted on the new stud wall behind the glass Page 5 of 8 04/28/2010 Required Annexation Process Background Tukwila's PAA overlaps with Seattle's PAA in the N.Highline area. Tukwila designated the PAA in 1995; Seattle in 1996. King County Countywide Planning Policy LU -32 identifies a process for resolving PAA overlaps in the North Highline area: 1. The cities and county should attempt to establish alternative non -overlapping PAA boundaries through a process of negotiation. 2. Absent a negotiated resolution, a city may file a Notice of Intent to Annex with the Boundary Review Board for King County after the following steps have been taken: a. The city proposing annexation has, at least 30 days prior to filing a Notice of Intent to annex with the Boundary Review Board, contacted in writing the cities with the PAA overlap and the county ti ,y;,-k,c, to provide notification of the city's intent to annex and to request a meeting or formal mediation to discuss boundary alternatives, and; b. The cities with the PAA overlap and the county have either: i. Agreed to meet but failed to develop a negotiated settlement to the overlap within 60 days of receipt of the notice, or; ii. Declined to meet or failed to respond in writing within 30 days of receipt of the notice. Issues • Mayor McGinn has publicly stated that Seattle will move forward with their PAA, which includes Tukwila's PAA. • Since the PAA overlap area includes more revenue -generating uses than costs, Seattle may resist Tukwila's annexation of this area. Potentially a costly battle for Tukwila? Recommended Next Steps • Present findings to Mayor/City Administrator — should the city continue moving forward? • Brief Tukwila City Council' • Hire consultant to prepare a more detailed cost/benefit analysis • Initiate PAA overlap resolution discussions with Seattle & King County. Attachments: Table A. How will annexation affect utility service? Table B. Tax/Fee comparison between King County, Tukwila, Seattle & Burien Table C. How will annexation affect government services? • • W:\Long Range Projects\N.Highline Annex\summary info.doc Page 3 of 3 03/30/2010 • Moira Bradshaw - SFC Southcenter From: To: Date: Subject: Attachments: "Bill Beebe" "Moira Bradshaw" 02/18/2010 1:27 PM SFC Southcenter Page 1 of 1 Moira, 2 items: 1. Enclosed is a proposed modification to the warehouse area to accommodate recycling. If this looks OK to you we will modify our drawings. 2. Concerning the use of Alucobond, we will advise bidders to use 4mm (0.157") thickness, which is commercial grade. Not sure what the thickness is of the sample. I did call the manufacturer and they told me that the 4mm thickness is what is typically used at pedestrian level and it holds up well. We will provide one vertical seam on column on front and rear faces (or sides) and vertical seams on upper sign fascia at 8'. No seams at corners (edges). Further to answer your questions: • We will make a modification to the elevation to cover the treatment of the existing concrete base at the 2 columns, we can paint that some neutral color. SFC maintenance will need to touch up from time to time. . • Concerning the added ramp, there is not room to place on the end of the walk due to an existing sanitary sewer manhole — see enclosed. The top of the ramp is 5' from the tree well edge and the flat part of the ramp is 5' — see scan. I'm open to any other ideas. Can you respond to this information and let me know if we can clear the administrative design items in my previous e-mail? Bill Beebe Associate Senior Project Manager bbeebe@nadelarc.com NHOEI NADEL ARCHITECTS 1990 So. Bundy Drive, Fourth Floor Los Angeles, CA 90025 P. 310.826.2100 F. 310.826.0182 www.nadelarc.com "We measure our success by the relationships we build" 1)ISCLAln1laR AGREEMENT for use oI•DICITAL DATA 13y aeceputg this nlformati'in. you ;tie ;ic kn..is tedghtg that the eueli',cd eleelnnlie media (.Ind hmd copy, If anp) ,ue pnot lard fill' Ute pm pose .d e,. pcditwg input of infrnnatien into the reel pieilt•o l'itnlpi lerit 111,L111:1,4112 •1 0l rie' .illg i111i,ri itt 11 If, pit 11, y,nl ale rt•spoit>I11e fir eon 11,111/111,11 1, at 111 aft alld Ilet:king el the. &ad front the media against. that contained it the duplicate hull tupy, antiOtt the pt,' ,it'al eh:n nylc u,li,., . 1 the proieet . 1,,. it a1tplltattle 'J,Idrl he, city d n, I>nnl, any and all rest,nl,ibility lir any results obtained in use of this electronic media anal due. not , I n .,nlec any ,t.,,, ,itv or the alit ,i ntnll, n h he min mai, nit,,'tiJrJ by +Jrl :hall n,. l he used for tory purpose other than t„I the project described ahnte and .11,t1 thit he'etcaceil t„ any odic. pad), stilhoul the written e,m,ent of Nadel I he inh.rnunion cJnLnnrd ,m the cletoonle meths ,s art Instrument of professional se' viers and shall remain the ti petty of Nadel. Please rorte that the information a'ni,uned in 111ls message may he pi ivileeed and confidential and protected from distlesuie If the reader oI this nte.xige is not the intended recipient or an employee or tgetit responsible for delivering This ntes,.iee tit the Intended Ie•etrient. you are Iterebt notified that any dissemination. dish ibutiun or copying of this t.tnummnieation it, strictly prohibited 11 too have received this commitimation in error please notifyi us by replying in the message and deleting it from your computer. file://C:\temp\XPGrp W i se\4B 7D4041 tuk-mai l6300-po 100164703611 E7AC 1 \G W } 00001... 03/01/2010 New Partners for Smart Groh • House of Representatives, Oregon's 3rd District (invited) o Lisa Jackson, Administrator, U.S. Environmental Protection Agency o Ray LaHood, Secretary, U.S. Department of Transportation o Shaun Donovan, Secretary, U.S. Department of Housing and Urban Development Friday, February 5, 2010 Saturday, February 6, 2010 Back to Top Page 34 of 34 © 2009 Local Government Commission 1 Based on a Design by: styleshout 1 Valid XHTML 1 CSS Home 1 Contact http://www.newpartners.org/program.html 02/01/2010 1 Moira Bradshaw - SFC Southcenter From: To: Date: Subject: CC: Attachments: • "Bill Beebe" "Moira Bradshaw" 02/10/2010 3:01 PM SFC Southcenter "Nicholas Lee" , "Josh Kimmel" , "Fernando Trinidad" "Nicholas Lee" , "Josh Kimmel" , "Fernando Trinidad" Page 1 of 4 Thank you for the time on the telephone yesterday. Here are your initial comments and how we seemed to resolve the questions in red bold. Can you confirm what I have written? Site Plan A ramp should be installed at end of sidewalk when it ends to the north of your entrance. There is a parking field to the north of the building. That parking presence and the cart corrals to the north indicate that functionally, a ramp would be needed at the end of this sidewalk. We have added a ramp there. In addition, you've shown a ramp to the handicap parking. Is this an existing ramp? A minimum 36 inch landing is needed at the top of the ramp. This is an existing HC ramp — we have noted it as such — see revised hardscape plan ARI.1. A utility room is being shown in the bay area to the north of the entrance with a door to the outside. No modifications in the sidewalk (Sheet AR1.1) have been made to accommodate access to the door. The sprinkler riser room will be accessed approximately one time a year. Our preference would be to see an access from the inside in order to have no impact on the landscaping plan for the building. There is building mounted equipment on this wall. Will this equipment need to be relocated? The utility room is for Westfield and they constructed a needed exterior access door — we will ask them to paint the door the same color as the other utility doors on the elevation. We will also need an exit door from the warehouse area and believe we have worked out that detail with Westfield due to the existing items on the ground — see enclosed floor plan A1.0. Building Plan It is unclear how the materials on the board relate to the proposed building materials indicated in the plan set. Is the metal material on the board a true sample of the alucobond and the sheet metal that will be used on the fascia and canopy? Yes, this is a true sample of the Alucobond material but not the exact metal gauge. As discussed, we will make sure the gauge is heavy enough at the lower levels where there will be pedestrian traffic. Please confirm that the storefront glass as shown on the materials board will be used above and on the front entry. It is atypical to use mirrored reflective glass for a doorway. Typically, there is a desire to be able to see inside, to discern the type of commerce and merchandise and to see what/who is coming in or out of a door. We had planned to use reflective glass above and below except for the new storefront that replaces the current storefront — for that we were proposing clear vision glass — you asked if we could use a tinted glass at the entry storefront so file://C:\temp\XPGrpWise\4B72CA54tuk-mail6300-po 100164703611 E5F71 \G W } 00001.... 02/19/2010 (How will these design elements be incorporated on the north side? Not planning anything on north elevation. Westfield will address the north and west elevations when they do their next phase. We submitted one of their drawings showing the north storefront being closed off for now — sheet A61 Sections and Elevations. • • Page 2 of 4 the transition between the reflective and entry glass is smoother and we will look at that. Westfield asked us to consider back painted glass and I sent you some photos — your reply was this material was not appropriate for this design. Two colors - Walrus and Roman Gold - are shown on the board. The rendering and the plan set do not indicate where they will be used. The roman gold is a suggested color for the canopy or awning element at Red Ribbon. The walrus color will be painted on the new stud wall behind the glass curtain (above canopy) — you asked if we could consider a lighter color than walrus and we will take a look at that small detail. The existing columns have a base that is articulated separate from the column itself. Sheet A-4.0 indicates that the base and top of the column will be covered with GFRC. — Please provide a sample and detail the color. See answer below regarding color rendering. How are the metal seams around the column closed? Do you have picture of other applications of this material in a similar treatment? I sent you some color photos and a link to the web site and you seemed satisfied with the material with the provision that we place the seams in the center of the columns and not at the edge. We will study that with the manufacturer. the Generally, there is a concern about the attempt to face the neoclassical brick building with modern elements and then the attempt to apply a traditional cornice. The detail on the cornice does not quite match the rounded edge of the existing cornice. You asked if we could omit the cornice altogether and we will study. If it cannot be omitted, we would like to have the option to use a rounder cornice. Signage The City's sign code will allow one sign on the east side where four signs are currently being shown. The colored rendering also shows a Seafood City sign that is different from the sign on the plan set. The sign code formula for sign size is found on the following handout: http://www.ci.tukwila.wa.us/dcd/apps/c&izones.pdf Our intent is not to come in for signage approval at this time but we show the signs as placeholders for now. We have been informed that Westfield is working directly with the city on the entire mall sign program, of which the Seafood City Marketplace would be a part. Please show one sign and provide calculations that demonstrate compliance with the code standards. Can you note in your approval conditions that approval of signage would be separate form this administrative review and give us the maximum size for the Seafood City marketplace sign? We will provide power for all four signs just in case. Will the sign be back lit? What is the purpose of the light being mounted behind the lower parapet? The sign would be internally illuminated. The lights behind the lower parapet were added per Seafood City to accent the glass. You asked that we provide a similar treatment for the glass below the canopy and we will add that. file://C:\temp\XPGrpWise\4B72CA54tuk-mail6300-po 100164703611 E5F71 \GW } 00001.... 02/19/2010 • Miscellaneous structures Page 3 of 4 No indications have been made on the site plan as to the locations for the seating, trash receptacles and planters. The area around the entrance is fairly constrained and there's a concern about if these elements will fit and still allow pedestrian circulation. You reviewed AR1.1 again and saw the items — asked if we could move the trash to beside the bench; we can move. The roof plan shows new equipment and mentions that details are available on sheet A 6.0, which was not submitted. The City's goals are to have mechanical equipment size and places such that it is not visible from the adjacent streets. Would you please submit the sheet with the relevant details? We will note the top of parapet and the height of the highest RTU on the roof plan showing that any new equipment is about 2' below the top of parapet. The colored rendering does not seem to accurately show the capital and base of the column and the seaming, nor to accurately show the color of the mirrored glass being presented. . Two tenant entrances are shown on the rendering without any supporting plans. Please clarify the intent of the rendering. I think it may be confusing for the BAR and for the file to show these unless they are part of the application. We will send a more detailed elevation of the storefront — closer view to reflect what is happening there — it's being developed now to assist the GC. We will also provide a better detail of the columns - what we are planning to do is to square off the columns so that the lower base (approx 6" high concrete) will remain. The capital, round column and the rest of the base would be covered with the Alucobond. Concerning the two tenants to the south — Jollibee & Red Ribbon, we have asked the architect to provide the detailed drawings and are copying them here to request that they send their working drawing elevation to us to submit to you. Follow up discussion items yesterday: Wall sconce — you asked us to select a more "edgy" design to match the design direction we are taking. I'll ask the designer to select some possible fixtures and will send to you. Recycling — you indicated that retail stores are required to have 5 sf of floor area per 1,000 sf of gross floor area dedicated to recycling. We need to show the floor area and equipment. I'II need to get with SFC to ask how they want to hand that one. Can you confirm that my notes are matching our discussion? Bill Beebe Associate Senior Project Manager bbeebe@nadelarc.com file://C:\temp\XPGrpWise\4B72CA54tuk-mai 16300-po 100164703611 E5F71 \GW } 00001.... 02/19/2010 • Moira Bradshaw - RE: Color and Materials Board • Page 1 of 4 From: To: Date: Subject: CC: Attachments: "Bill Beebe" "Moira Bradshaw" 01/29/2010 3:30 PM RE: Color and Materials Board "Nicholas Lee" , "Josh Kimmel" , "Fernando Trinidad" , "Nicholas Lee" , "Josh Kimmel" , "Fernando Trinidad" , Here are your comments and our initial replies or questions in red bold. Can we discuss on Monday? You may have further questions or need clarification to my answers. Site Plan A ramp should be installed at end of sidewalk when it ends to the north of your entrance. There is a parking field to the north of the building. That parking presence and the cart corrals to the north indicate that functionally, a ramp would be needed at the end of this sidewalk. We can add a ramp there. In addition, you've shown a ramp to the handicap parking. Is this an existing ramp? A minimum 36 inch landing is needed at the top of the ramp. This HC ramp is existing — we will note it as such. A utility room is being shown in the bay area to the north of the entrance with a door to the outside. No modifications in the sidewalk (Sheet AR1.1) have been made to accommodate access to the door. The sprinkler riser room will be accessed approximately one time a year. Our preference would be to see an access from the inside in order to have no impact on the landscaping plan for the building. There is C ( 61., building mounted equipment on this wall. Will this equipment need to be relocated? The utility room is for Westfield and they need an exterior access. We will also need an exit door from the warehouse area and are still working out that detail with Westfield due to the existing items on the ground — see enclosed floor plan — A1.0. Building Plan It is unclear how the materials on the board relate to the proposed building materials indicated in the plan set. Is the metal material on the board a true sample of the alucobond and the sheet metal that will be used on the fascia and canopy? Yes, this is a true sample of the alucobond material but not the exactmetal guage. Please confirm that the,storefront glass as shown on the materials board will be used above and on the front entry. It is atypical to use mirrored reflective glass for a doorway. Typically, there is a desire to be able to see inside, to discern the type of commerce and merchandise and to see what/who is coming in or out of a door. We plan to use reflective glass above and below except for the new storefront that replaces the current storefront — that will be clear vision glass. In other words, the storefront that we are taking out was clear and the storefront we are replacing will be clear to allow the same view into the store — see enclosed photo. Vt Ge`' Two colors - Walrus and Roman Gold - are shown on the board. The rendering and the plan set do not file://C:\temp\XPGrpWise\4B6FF4BAtuk-mail6300-po20020000A5134F71 \GW } 00001.... 02/08/2010 • Page 2 of 4 indicate where they will be used. The roman gold is a suggested color for the canopy or awning element at Red Ribbon. The walrus color will be painted on the new stud wall behind the glass curtain (above canopy). The existing columns have a base that is articulated separate from the column itself. Sheet A-4.0 indicates that the base and top of the column will be covered with GFRC. — Please provide a sample and detail the color. See answer below regarding color rendering. How are the metal seams around the column closed? Do you have picture of other applications of this material in a similar treatment? We have some photos or images that I can send. Also have an Alucobond catalog if that will be better. Would you like me to send you the catalog? How will these design elements be incorporated on the north side? Not planning anything on the north elevation. Westfield will address the north and west elevations when they do their next phase. We submitted one of their drawings showing the north storefront being closed off for now — see enclosed sheet A61 Sections and Elevations. Generally, there is a concern about the attempt to face the neoclassical brick building with modern elements and then the attempt to apply a traditional cornice. The detail on the cornice does not quite match the rounded edge of the existing cornice. We can use a rounder profile on the new • cornice if that would help. Signage The City's sign code will allow one sign on the east side where four signs are currently being shown. The colored rendering also shows a Seafood City sign that is different from the sign on the plan set. The sign code formula for sign size is found on the following handout: http://www.ci.tukwila.wa.us/dcd/apps/c&izones.pdf Our intent is not to come in for signage approval at this time but we show the signs as placeholders for now. We have been informed that Westfield is working directly with the city on the entire mall sign program, of which the Seafood City marketplace would be a part. Please show one sign and provide calculations that demonstrate compliance with the code standards. Can you note in your approval conditions that approval of signage would be separate form this administrative review? Will the sign be back lit? What is the purpose of the light being mounted behind the lower parapet? The sign would be internally illuminated. The lights behind the lower parapet were added per Seafood City to accent the glass. Miscellaneous structures No indications have been made on the site plan as to the locations for the seating, trash receptacles and planters. The area around the entrance is fairly constrained and there's a concern about if these elements will fit and still allow pedestrian circulation. AR1.1 has a hardscape plan and these items are shown. We double checked clearance but, we can add some dimensions if that would help. The roof plan shows new equipment and mentions that details are available on sheet A 6.0, which was file ://C:\temp\XPGrpWise\4B6FF4BAtuk-mail6300-po20020000A5134F71 \GNAT} 00001.... 02/08/2010 • • Page 3 of 4 not submitted. The City's goals are to have mechanical equipment size and places such that it is not visible from the adjacent streets. Would you please submit the sheet with the relevant details? The details on A6.0 are roof platforms — more technical stuff for the GC. Why don't we dash in the top of the highest roof equipment on the elevation? The intent is for the existing parapet to screen the new RTU's from views from the site (not necessarily level view). The colored rendering does not seem to accurately show the capital and base of the column and the seaming, nor to accurately show the color of the mirrored glass being presented.. Two tenant entrances are shown on the rendering without any supporting plans. Please clarify the intent of the rendering. I think it may be confusing for the BAR and for the file to show these unless they are part of the application. We will send a more detailed elevation of the storefront — closer view to reflect what is happening there — it's being developed now to assist the GC. We will also provide a better detail of the columns - what we are planning to do is to square off the columns so that the lower base (approx 6" high concrete) will remain. The capital, round column and the rest of the base would be covered with the alucobond. Concerning the two tenants to the south — Jollibee & Red Ribbon, we have asked the architect to provide the detailed drawings and are copying them here to request that they send their working drawing elevation to us to submit to you. We can assemble a new set rather than expect you to slip sheet changed drawings. I guess hindsight is 20/20 and perhaps I should have sent one set at the beginning until we worked out some of the details. Bill Beebe Associate Senior Project Manager bbeebe@nadelarc.com P.I NAOEI NADEL ARCHITECTS 1990 So. Bundy Drive, Fourth Floor Los Angeles, CA 90025 P. 310.826.2100 F. 310.826.0182 www.nadelarc.com "We measure our success by the relationships we build" From: Moira Bradshaw [mailto:mbradshaw@ci.tukwila.wa.us] Sent: Tuesday, January 26, 2010 6:00 PM To: Bill Beebe Subject: Color and Materials Board file://C:\temp\XPGrp Wise\4B6FF4BAtuk-mail6300-po20020000A5134F71 GW} 00001.... 02/08/2010 • • NADEL ARCHITECTS 1990 So. Bundy Drive, Fourth Floor Los Angeles, CA 90025 P. 310.826.2100 F. 310.826.0182 www.nadelarc.com "We measure our success by the relationships we build" Page 4 of 4 From: Moira Bradshaw [mailto:mbradshaw@ci.tukwila.wa.us] Sent: Tuesday, January 26, 2010 6:00 PM To: Bill Beebe Subject: Color and Materials Board Bill - The package arrived yesterday and I've taken some time to go over the design issues. I think a phone call is in order but I prepared a letter so that we have a list of issues. I'II speak with you soon. Regards, Moira Carr Bradshaw, AICP Senior Planner, DCD City of Tukwila 6300 Southcenter BL, Suite 100 Tukwila WA 98188 Phone: (206) 431 3651 www.ci.tukwila.wa.us file://C:\temp\XPGrpWise\4B72CA54tuk-mai l6300-po 100164703611 E5F71 \G W } 00001.... 02/19/2010 • • 400 JEFFREY B. G LANDER & ASSOCIATES, PLLC Landscape Architecture & Site Planning Project: Seafood City @ Southcenter Mall Project No.: 10-0104 Preliminary Cost Estimate Date: January 26, 2010 DESCRIPTION QTY. COST TOTAL REMARKS Site Prep 1291 SF 0.10 129.10 Hand cultivate Compost & Ammendments 12.0 SF 38.00 454.24 3" layer Irrigation 1,291 SF 1.25 1,613.75 All Landscape Beds Topdress beds with med-fine bark $/ c.y. 8.0 YD 41.00 327.39 2" Min. depth @ planting beds Landscape Total $2,524.48 Trees Shrubs and Groundcover 'Stella d'Oro' Daylily 'Gulf Stream' Nandina 'Mountain Fire' Pieris Prelude' Pieris Creeping Sarcococca Japanese Skimmia 'Sky Pencil' Holly Base Bid Landscape Total 74 EA 9.63 712.25 1 gal. Cont. @ 2' o.c. 40 EA 26.25 1,050.00 2 gal. Cont. @ 2' o.c. 31 EA 37.13 1,150.88 5 gal. Cont. @ 2.5' o.c. 24 EA 23.13 555.00 2 gal. Cont. @ 2' o.c. 40 EA 10.63 425.00 1 gal. Cont. @ 2' o.c. 41 EA 32.13 1,317.13 5 gal. Cont. @ 2.5' o.c. 13 EA 32.13 417.63 4' HT., B&B or Cont. @ 18' o.c. $5,627.88 $8,152.35 1821 4th Avenue East, Olympia, WA 98506 1 • • JAN 0 5 2010 DEVELOP cNT See Cancelled file No; L10-001 for application and Land Use Routing forms and responses. :i'. t ; . "" �'t'CjF . 3;``• y. C. SQL Query Page 2 of 2 Mail Date: Comment Due: Enter Date: 04/07/2010 • http://apps.ecy.wa.gov/sepa/query2.asp 04/08/2010 ENLARGED ENTRY PLAN SCALE SEA FIRST B NK OFFICE BUILD NG ENTRY RAMP SECTION MALS ART CORRAL TYPICAL 4 PLACES SEAFOOD CITY MARKETPLACE PARKINS FIELD o/-258 STALLS MALL SHOPS MALL SHOPS ENLARGED REFERENCE SITE PLAN CONSTRUCTION NOTES O moon. TOSS - weOTMT N 41.44. pOslo 1,0C ...a.m ea„ee - 001010T0I w..u. 0 Exton. 51221- Cal.. TO woo, maze nor nor-conir cow. "mot. CAPITAL NV 00.32. S22 0,40 euae e.4„AT ons onnae ADORIONAL 4w0 p MI A„v 0 To e„TIt„ .nee 0004 L1r w,nwe.c. p Neo GAT OMR 010/000/4 ,cat p C 7STIM 07.11215IALN TO .4. p 0)05,004 0.6• Moo .Awu To ImwN O MN.,a 112.404/ p Ne4.00• •crux RAGA 010. m aw ,e.c T „-,mo ,n.-5.77500 7L.N,ee .c„ oton T. I . T.7 <2 0/4.211 00124 o Neo 4707517 RAJ. o L.,noc.,l .a,. tonne To LAMSC01.2 on-. !+ 40617/5.0 O mom. ono. Te0440 O 00STN. e2CMIUL TWNCM6I TO REMAIN • toe 07 SATIN, donor 40007 p MA CO 7N,m CMS NDDEL RETRII wwv.M.Yrcmn GLASS- STOREFRONT SUNGUARD AG 43 ON GREEN COLUMN -CANOPY FINISH CHAMPAGNE METALLIC DUNN EDWARDS DE6368 WALRUS IA LIGHTING WALL SCONCE SITESCAPES- CITYVIEW BENCH *reel.1 LUMINIS- ECLIPSE WALL 11 MOUNTED LUMINAIRE BIKE RACK DUNN EDWARDS SITESCAPES- CITYVIEW DE5356 ROMAN GOLD TRASH RECEPTACLE COLOR, MATERIALS & SITE AMENITIES BOARD MCCUE CORP- CARTPARKBUMPER CART CORRAL oURNESOL SITEWORKS SEACREST SERIES PLANTERS DATE: JANUARY 20, 2010 NADELJOB*: 09293 SEAFOOD CITY MARKET PLACE WESTFIELD SOUTHCENTER- TUKWILA, WASHINGTON 401.x-10 M-1#•/CM OMNI MIMI COPONII N04w-OIN10b0-M ON alpalrYOM WM erOINM.11 .M1.TOOD N,~f.11.1.o.MO NY0010,00.161.KOPYP>Ol.0 4T®0 NADEL STUDIO ONE, INC. 1990 S. BUNDY DE., FOURTH FLOOR LOS ANGELES, CA. 90025 1.310.826.2100 F.310.826.0182 W W W.NADELARC.COM APPLICANT SUPERMARKET CONSULTANTS: wet; I SITE UMW. MOOT W.. WE, • 0.0-022 LEGEND APPUCABLE SUMMARY GENERAL NOTES SEC GENERAL NOTES SHEET INCIEX ABBFIEVIATIONS PROJECT ACN3FIEBB 052FERED SUBIWITAL 1366 50VTICENTER BLVD. APN. 9202470010 SCOPE OF WORK ADDITIONAL NOTES RECEIVED APR 0 5 2010 COMMUNITY DEVELOPMENT NODEL RETAIL PROVEMENT SITE PP_AN a3R^( NEW LOT A PENDING BINDING IMPROVEMENT 51 FE PLAN GENERAL DEMOLITION NOTES OON1RACTOx TO SIEVE / PROTECT CC 0101115 017111 COWEN1 ARA TRACTOR 10 SERE / r..qs> .T PROTECT EL UNITES NM SEAFOOD CONTRACTOR PROTECT OL DEMOLITION KEY 0 COOLER 01-91E AND ROAM AS Al N PAmNG AREAS BRACE N KM 1.61 RREASE NIERRPTOR INSTALLATION 6 COMPUTED. Q 0010191 EASING MUSE SKEET( 10 NEAREST ANT. MOUSED 10012E MAY BE 1R19ED 01 91E A10 RO6D A5 ELL N PARKING MEAS REPLACE N 100 011/1 CEASE 111EROP10t NSTALIAON 6 MINIM. ® 1110119E *10 MITE COMIC ASPHALT PAM3011 10 COM 9KRCB)R 10 COMET NEA PARD NO 0PR01OENIS COWSHED ASPHALT MAY BE m9ED CN 91E AND 619➢ AS RI N PARED AREAS REPLACE N MO NEN CREASE N1ER0Pi0t NSTAUATEM 6 C0a1E1FD. © SAVOR. MARK NO JON MUM PAVEMENT. SNOT IES 9001 IRE APIR01NA1E 11 PROTECT COMM BIMONG 10 EVAN QI PROTECT EMSING UNITY 10 MAN IQ PROTECT 0251N1G WIDOW 10 REMAIN 0 PROTECT MEW NEE 10 RRLN RENON 00510E moms COEUR COSMO COERCE PAVEMENT 10 ITEMS ENT. 6211)9ED 1011610 MAY BE MUSED a 911 A10 REUSED AS ALN MONO AREAS REPLACE N 100 MEM CEASE NIAOPIOR 16161A101 6 MIMED. ROOM COSTING 901 STORE TER RUE t REINSTALL 901 MEN 001017E MENNE 6 RERAOD. RED RIBBON IE • mtc rxrar Oj aa 12. Eur 2. Od011101 NOTES NE FDR 0INNABON 0101 NO ARE SHORN Pot DE WMIRACRRS BO611 DEE NOTES ARE NOT VENDED 10 BE 071E1100191E l0E CI:WHALER SHALL RFM04 OR RELOCATE All 061)11 91-9E IMR01fl06 WOMAN 1O ACCWNWAIE TE PROPOSED 016025101 DE 0601 9406E 6 BASED 244171 DE 0ImFFNS O6161A1dE L DE MING 0161101S. THE RAN 006 NOT REPRESENT A UETAIED EDD 91840. 0E (051911 006006 SHOW LIN n6 RAN SNIT ARE BASED UPON DE 9840 PREPARED E0 AMC ENLEE N6 RECEIVED 610-704. DE 0111RAC07 6 RE40N6E FOR 408090 FED (010006 PRL TO BMOC DE PROPOSED 911006 W OMENT0. E COMETS ARE 060047E9 111 COHRACEN SHAD. Nam TIE OVER MDR 10 16TN0ATIN L MY PORTAL LTE 917026 0)01 EGAD 1E ATFCHD. E 01111TACIOR DOES NOT ACMPT Ex61NC 91RMEY. N .106 ILOWAPIIY AS SON ON M RNR 'MUT 004406. 94L HAW: MADE AT N6 ON CEOISE A TOPOGRAPHIC 9840 BY A RE0519ED LAID 9R41TR AID 9607 T TO P1 OWNER FOR RMEOE 1 BY ; crrsAwoaoe.o0mn S FN1101 - NOl1 10 1E1RACTdt 1K C011111/ 511712 6 SEELIDALLY CALMED 211A1 TE 10CA1EN AND/CR EIEVATl01 OF E7NSING UNITES AS MOM CM HESE RAM 6 DASD 01 11E076175 OF HE 860 10 01811ES NO MERE P601. Kam:io TES WIN N THE MD. THE 1EONA10E 6 MOT 10 BE REED N AS BEING ERUCT OT NNEIE DE CONTRACTOR 661 CALL 11E APPROPRIATE UTILITY COMPANY AT LEAST 48 TORS DEPoR NO EMANATION 10 6O.15T EA0CT FEW LOd1EN 0 UWES 0 94L CE 01 RESiP019BUTY L THE COETACOR TO REGGAE NL CDSING 018)1(5 AIO 1705100 II64201EMEFET5 MRN 01MRCT MIN T1 FILMED LWROCENIS 01 TE RAM A. COTRACIM 6 TO REMOVE NL DE1NG 91/6A0 EI1PROV06NIS AFD CEBRS 11111111 DE LIES L EOM 1111ES OIIERME NOIR ALL CMS 40E0 a SE SHILL BE 09OSED L 11 =MACE MDL APPLICABLE STATE COOS i CONTRALIDR TO PROTECT COMM FEATURES *NCH IRE TO REUNL 1 ABN00ED PPM LOCKED 04790E REPOSED VIEW PAD L0015 MIB N EXCESS 0 10 OMER *4000111010100010 AND ABATOCI ED N PEA¢. Rowe MAT 061 ABMOOED UIU1F5 ARE =MED NO GEM 170111 91 .4140E 11PR010OIT5 ND CONS MRN 01 PEw= BIE➢NG PAD AREA, NCLO910 10' ff000 F010A10R 941 BE RENOIR➢.. 1. OINIRACKIR 941 ADM All EIDSING WARM RENS MANAGE STRUCTURES 864 BOBS 8611105 NO WITTY ACCESS STRUCTURES TO FMK GAC MINI AREAS MILLED BY TRLIHD MANAGEMENT. RECEIVED APR 0 5 2010 COMMUNITY INLET PROTECTION DETAIL MER 15007 LTAA 1-4020-00 M6 REM. 8/10/117 SEAFOOD CITY SOUTHCENTER MALL TUKWIL.A, WASHINGTON LEGEND GRAPHIC SCALE DEMOLITION AND PLAN o CYO a LX -a _ °x Ir ( rVr9 )_,S, GREASE INTERCEPTOR TABLE 0R 61DEL can ( E N E OUT CO. 12 0 CV.: 0..40 NEWsLOT A PEENDING'SINDIN'3 ' ''.1L.PROVEM.ENT SITE: PLAN I - -- - ^ -rs-o. q j �_..•_ ;• 1 ssw� a` , r,..s ` ,' l � �: % �. 1 /• (a 60 6. 990 ' 1 .`u 7•,ShaTiv ¢,"tvt•»r xs� R A _ __zixa(s7• X, t .�, yr? a mer"`" e,• •• HEAT TRACE REQUIRED CLEANOUT n (SAMPLE 1EE5) EIN \! I ..-.."174"t "u.rana5..11.o 11 0 �s�s w cic611' � E 18.10 Ik Y 'm.asD-n i itg.0-10.• 6510' /2 . . r o-:�.�ONµECt1ON •I �% 4911..27.32 e ! '°•`o410* . •� 4112 Aa....mei.. r.Vg3}2•.3 6 E . 19.4/ j mmr j n . rac avn wnn, ,9 soy).g2 • srxs, 0.21.2 297 6 GW 0 18.314 1 t I r /o�ew�ssia� , ryaA E OUT r I PPE 011 (SAYRET10I LOBBL mama ",0w 9. OBOE 1.1111LOOMBRILLTIMMOTCTI.131/6.0110. 9. ▪ CORFACTO4113•99nr•MBOLLILLI.19.1•190.1.9012131. M▪ BEIL 2611 6•(00 0 � F RED RIBBON E INTERCEPTOR M R ✓ NEW LOT A NDING BINDING /EMENT SITE PLAN ✓ 1. i2 S:\Washington\TUKWILA\W E-21.95 BEFORE YOU •E KIPS Iw GRAPHIC SCALE 741 4611 0 202 1-- GENERAL UTILITY NOTES r COCO ax E `1• •,•Mas -1452 pc,. clam 61 CNCO ye..ss cV� _Lift 0. 1861• • 1 r me lgA`l? CURET.Knt: ET. MITER 4 NEM 'MALL r.r WYE CONI :C1104 ,r -.s E . 14.11 OUT - 16.65 4011 p ., IN7ERCEPTO'F -W - e. - 3041 c4' 37 a EX. FF ", 70, i I It .rCONC00 y i A �x•m•.azM+ez ALL 141)120110404I5 9111 DEET LOCA, STATE DOT AND AP.WA STANDARD 9'ECF1CA1ION5. MIRE OE901 91011 5 BASED UPON or DamaRY 0DENSTNDOE OP no FASTING CDNDII10NS 195 PLAN DOES NOT REPRESENT A DETAIID FELD MET. TIRE 0051010 0311011106 910014 01 NS PLAN 9EE1 APE BASED (POI SUM PREPARED BY APER( 0)043II0 RECEDED 6-16-2004. TIE CON1RACI0R 5 RF9,0499E FOR D00= FE2D 00011015 P0000 10 8100010 THE PROPOSED 91E1O1( 04PRD000NIS F GRIMM ARE 015CO9 00. 11E CONTRACTOR 941 NOTIFY DE DINER PRIM TO NSTAIAIDN OP AN1 PCRT1N OF 115 91E191R( 91101 WOAD E MIMED. F CONTRACTOR EKES NOT ACCEPT ()251995 SUM IDIUOIE T000RARIIY, A5 960W 411E PVNS, 1DERT EXLIPOOL TE 941 8 RADE MADE, AT H5 011 EXPENSE, A TOPOGRAPHIC 915£5 BY A 0(07100(0 9 VDD 9RYEf0R AND 91401 IT To DE 0110 FOR EPEE 1 CA10014 - 110110 TO 0011RAl10N 10. TRE CONTRACTOR 5 9'EORCALt CARD NED NAT 11E =ADM AD/TR ELEVATION OP EXISTING UH11ES AS 91011 01 11E4 PUNS 5 BASED 04 ECOIDS OF DE FAMOUS UIJTE5. AID 10E P0599E. IEASRE10115 DIM N RIE FED. DE ef0001104 6 NOT 10 E BLED ON AS BENG EXALT OR COMPLETE DE CONTRACTOR 16151 CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 46 11085 DECK ANY FXCAVAIDN 10 EDUEST EXACT REND LOGIEN OP OWES 1T 9101E THE (1000 H11Y OP DE CONTRACTOR TO RELOCATE All =NC Ul101ES AMD EXISTING 111120.1910415 1101 CONFLICT MTN 111 11. PROPOSED II1PRO641015 ON RIE PLANS 4. 5. 8 7. CONTRACTOR 9411 IEETR TO ARCHIECIUNAL PLANS FDR EXACT LOCATED AND OOEM90N5 OF 005TROE. SLOPED PANE. 021 POR0015, 9EWA0S RAMPS AND TRICE DOO(5, PRECISE 90110 0004906 AND DACE 860110 MUTT ENTRANCE LCCA1101S REFER 10 1110400261619510009011195& FON TE -04 Cr All UIDTES All PLL MAUI 4. SHALL E N PLACE. AND COPACIED BEFORE INSTA1ATON OF PROPOSED UTEIDES CONTRACTS SHALL NOTIFY 114 U11U1Y AUTHCNITES N0EC10R5 72 HOURS BEFORE C10ECING TO ANY O50NG LIRE 1010811( AND SWEAR SEWER D01104 WORT SHALL L 2 FEET. All u ANIEE KEPT 101 (10) APART (PARALLEL) ON 9101 CRD591G 1r D 0110*1 MARANE( (OUTS& EDGE OF PPE TO GUISE EDGE OF PPE) N no EVENT OF A VERTICAL CODUCT SEMEN WATERLINES SANITARY LNE5. SIGN UES AND GES INE (E0710l0 AID PROPOSED). TIE SANITARY ENE SNAIL E DUCAL IRON PPE 1111 MECHANICAL MRS AT LEAST 10 FEET 4 BOTH 9E5 OP 015915 THE WATERLINE SHALE E M 040100AL AON1S NTH APPROPRIATE Da61 BLOOM AS MOWED 10 ROME A 600110 OF Ir OEARAN41. 00(196 REQAE1 415 OF AN9 A21.10 AND 119 21.11 (AMA C-151) (CLASS S0) LINES UNDERGROUND 9101 E INSTALLED BISECTED AND APPROVED &FOE 12 11 CONTRACTOR 5 RE9WNN0BLE FOR COMPIYNG NTH DE 9'ECF1CA1106 OF THE oc6Lmoconws 11)4 REGARD 10 11141)105 AND INSTALLATION 00 DE L 9051E AND MIER LINES. N9'ECTMINS AND/OR CER1E1G1106 IEOA ED BY COCES AND/OR UTILITY SEINE COPANES SHALL E PENOEED PRIOR 10 ANONFID BMOC POSSESSION AND DE FEW. C01EC1 of Cr SERNFE. 14. CONTRACTOR 9101 comMAIE NTH AL 011111) SWAM FOR 15TAL1411101 REOAELENTS AND SPEC/1A110& CITY OF TUKWILA UTILITY NOTES 1. ALL 1REN0( EXCAVAIXN OPERAl106 SHALL MEET 4 EXCEED ALL APRICA9E 910010 1A15 FOR 1RLMOE5 OVER 4--FEE1 CEP. AIL 1120401 SAFETY SYSTEMS STALL MEET 194A IEONE)04TS 2 POI& CABLE, FRIER 00111( AID MEA1001 LIES 9WL E W A A 111014 NTH A 0 INDBN HOIZONIAL SEPARATION FRE ODER 1.00:11030340 UTILITIES 1 AD1151 AIL MAMD5E5. CATCH BASINS AND VALVES M PUBLIC F031115 -0F-1105 OR EASEMENTS AFTER ASPHALT PANIC ®City of Tukwila GREASE INTERCEPTOR DETA1L CROSSING TABLE CR059NG UTE 1 UAL 1 E UTE 2 UTE 2 E ( r 00 22.35 r 55 19.77 (E) 12 SD 24.05 r 0111 17.48 (a) r OW 226 17 55 14,99 ®i WA 023.5 6' CW 21.50 ®5 17 WA 023.2 6' CW 2029 6 GW 19.3 8 SS 14,40 ax 1409) 21.63 6' CV 1913 ®° 17 WA 023.2 r C7 1912 r CV 19.94 r S5 1416 .C) 140 9) 21.37 6' CW 19.30 47) 17 WA 023.2 6• GA' 1848 ®i 12- SI) 21.20 6'011 14.33 ®i ,r WA 023.2 r CW 14.93 &LI LEGEND SANITARY SETOR YAW GREASE BASE LIE CREASE VENT LIE GREASE DONT POLE 1009 ON ® 15 MEM"' 10 GRAM07A ® RECEIVtD APR 0 5 2010 COMMUNITY nFVELOPMENT fliBV .a.>:-a=.z,�r_+.c.sr,.n:u�..a.e:xn+.c7tn•-::rsazs:...m_:.•r_...,::ee_..„>,z.:F.•.s:.o...•:.,.cczxr=.�-a SEAFOOD CITY SOUTHCENTER MALL TUKWILA, WASHINGTON GREASE INTERCEPTOR PLAN C-3.0 City of Tukwila MANHOLE SANITARY SIDE SEWER PAVEMENT RESTORATION RECEIVED PR 0 5 2010 COMMUNITY DEVELOPMENT By Rest. Descipaen'. Ceased Sr SEAFOOD CITY SOUTHCENTER MALL TUKWILA, WASHINGTON SANITARY SEWER DETAILS WIRE SURDIrq RECEIVED APR 0 5 NORDSTROM CC Pi STORE DEPI. STORE 1 MALL SHOPS J.C.PENNEY DEPT. STORE OVERALL REFERENCE SITE PLAN ` I ' CONSTRUCTION NOTES NORTH SEA FIRST DRIVE- FIRST BANK ENLARGED ENTRY PLAN I» { 3 OFFICE BUILDING ENTRY RAW SECTION 1 ." a 1 4 TYPICAL N GROUND FLOOR PARKINS MELD .1-256 STALLS MALL PLAN AT RI6PRt SHOPS OVERALL REFERENCE FLOOR PLAN I PROJECT CRITERIA • Exl5T3R. TRO STORY SOUR. • C.ORSTRKT/MA TYPE tS TYPE 11-V 1,4-1, SPRINKLE.= . TOTAL OCCOPANCT • • MAXIMA TRAVEL • IMCYCSIMO AREA RECIARIST 102 so PT • OMCYClrter ISOVIDED, GOSTIK. ERMS1.1.417 '2) LOAD.. DOCK SPASM • COM,C.Teet AT MORTLAST LOPER CR RUTS SEAPOCO 4TY MY' (2) 1.0.4:11MS DOCK "PAGES IORMAST SOUTIMMT C.COVER OLOO • REFERENCE PERMT NO. UDR RETAIL 91ELL 1 SRE WE 100,110 1 120 ELM a PO -tin ie•Lnol SCROLOS 00 *00 IRoiaMOTT, Sure 1140 .4111 51011100" 5110E .50 IWYMOSNORT) OLO6 a SML.Tr PO -OR 1.1.111 SAIS-14,0 RECEIVED APR 0 5 2910 COMMUNITY DEVELOPMENT asopv A-0.0 KEYNOTES O osser.emen,ft noes 0 LB. C• NORM V•••••.{SE 4,B •TOVE. en.. NA FLOOR PLAN NOTES LEGEND FLOOR PLAN Moses KEYNOTES ROOF PLAN NOTES RECEIVED APR 05 2910 COMMUNiTi DEVELOPMENT ROOF PLAN EXTERIOR MATERIALS & FINISHES EAST ELEVATION EXTERIOR ELEVATION NOTES EAST ENTRY ELEVATION SOUTH ENTRY ELEVATION 6 PARTIAL NORTH ELEVATION H 3 RECEIVED ED APR 0 5 2010 COMMUNITY DEVELOPMENT DEVELOPMENT CANOPY WADI. PARAPET HOLD. CURTAIN n41 WANT. ACRITONTAL MULLION NNP SILL KEYNOTES WALL SECTION NOTES CURTAIN YMl1 RR' MITSIDC CORNE. ENTRY SECTION RECEIVED APR 0 6 2319 COMMUNITY DEVELOPMENT MEL AMMAN • • 5 2910 MUNITY DEVELOPMENT Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 PROPOSED REDEVELOPMENT SEAFOOD CITY RENDERING SEALE NTS 030 042 DATE 29 MAR 2010 2 SHEET r , 4 I /4 7-1 (I REFIEcnt/E BV METRt. dR TURK &NM OUR NE19 STOREFRONT NEW AU1COPOND colrAN OMR PROPOSED EXTERIOR FACADE o ot CANOPY Nd taftNeEk OMTt! 90292M221210, 2009 won 0209: 09299 SEAFOOD CITY SUPERMARKET SOUTH CENTER MALL, TUKWILA, WASHINGTON tl 1.4.1amO. 001.11M fir 4011.0.Ca .CAR .11 .41.4 .0,100•4..0 .4.1. 1.1.11.10.010 * M MP 0113X=1"..0•• - IPSI 410W10 00AC 1,, siONSFRM tl 000101.111 lXio .oz2 MAIM .50A11 ARcN112CTS. UP 1990 C1Jx y Oa.. POU201 R002 106 AN02113. CA, 90025 T.110.826.2100 P.]10.826.0102 .0014 ER SEAFOOD CITY - TUKWILA, WA • • ,r 1 '. F, G r `PRELUDE' PIERIS JAPANESE SKIMMIA `STELLA D'ORO' DAYLILY `MOUNTAIN FIRE' PIERIS CREEPING SARCOCOCCA PLANT PICTURES i:oo c22. 'SKY PENCIL' HOLLY Jit&( NDER&AssoaATrs,PLLC Landscape Architecture site Planning til 4th Alms C Opmpo. WA 1006 Plgnbn 1 18 'STELLA DE ORO' DAYLILY (2 LOOS.) 8 -'MOUNTAIN FIRE' PIERIS (4 LOGS.) 22 -'GULF STREAM' NANDINA (3 LOCS.) 17 CREEPING SARCOCCOA (2 LOCS.) 3 -'PRELUDE' PIERIS (2 LOOS.) 8 -'STELLA DE ORO' DAYLILY 4 -'SKY PENCIL' HOLLY (2 LOOS.) EXIST TREE GRATES TO REMAIN EXISTING TREE TO REMAIN-TYP PLANTER '14 4 B' 10 CREEPING SARCOCOCCA 14 -'PRELUDE' PIERIS (4 LOCS.) 29 -'STELLA DE ORO' DAYLILY 1, -JAPANESE- SKIMMIA EXIST `CATCH BASIN EXISTING TREE GRATES TO REMAIN —4 -'MOUNTAIN FIRE' PIERI (2 LOCS.) 8 'GULF STREAM' NANDINA PLANTER 'C 4 D' ............................ 11 CREEPING SARCOCOCCOA O — 5 -'PRELUDE' PIERIS O r ihmk. r Ar ifell IINWMPTIV ter. 100` 9-.GULF'STREAM'. NANDINA (2 LOOS.) B -'MOUNTAIN FIRE' PIERIS (2 LOOS.) 12 JAPANESE SKIMMIA (4 LOCS.) (2) TREE It GRATE TO BE REMOVED 12 'STELLA" DE ORO' 'DAYLILY 11 IT C X L 4 -'SKY PENCIL' HOLLY EXISTING ARBORV TO, REMAIN 3 -'PRELUDE' ,PIERIS AE yye • 19`1 SE �FCOD �L.a\'..c G15„ tt _�PLANTE4 7;t:',;:ummx'=:;;;• PLJNms's:9 5 IE`U'R.�NEFeUi � SEAPOOS% CITY NOT N =WRAC, u'►1r,f1t��. S[TE PLAN nalo••e K�'Gq .0..00 PLANT MATERIAL LIST SCALE I'.40-0' QTY BOTANICAL NAME COMMON NAME SIZE 4 SPACING 4 AGER RUBRUM 'BLL HALL' -BOUIHALL' MAPLE 2'2" CAL. 12.14' HT., BOB 2 CHAMAEROPS HUi'1IL15 MEDITERANNEAN FAN PALM 5 GAL. CONT. 41 HEMEROCALLIS STELLA DE ORO STELLA DE ORO' DAYLILY 1 GAL CONT a 2. O.0 12 ILEX CRENATA 'SKY PENCIL -SKY PENCIL' HOLLY 4' HT., B4B OR CONT. a IVT' O.C. 58 NANDINA DOMESTICA GULF SIREA71 GULF STREAM' NANDINA 2 GAL CONT a 2' O.C. 10 OPN10PCX.ON PLANISCAFUS NIGRE5CEN5' BLOCK MONDO GRASS 4" POT 25 PIERIS JAPONICA MT FIRE' MOUNTAIN FIRE' PIERIS 3 GAL. CONT a 2'42' OC 32 PIERIS JAPONICA 'PRELUDE' 'PRELUDEPIERIS 3 GAL. CONT. a 2' O.G. 55 SARCOCOCCA HOOKERANA 14511IL15 CREEPING SARCOCOCCA 1 GAL CONT. 0 2' OC 41 SKIMMIA JAPONICA JAPANESE SKIMMIA 5 GAL. e 2'.7. 00 EXISTING ...RHODOENDRONS...TO........_ .. REMAIN-TYP 11 -CREEPING SARCOCOCCA 6 -CREEPING SARCOCOCCA 5 -JAPANESE SKIMMIA ..4-'GULF,STREAM' NANDINA EXISTING RHODODENDRON .REMAIN., 6 -'PRELUDE' PIERIS PLANTER 'E, F 4 Cs' 'I1 GULF`ST,REAM' NANDINA (2 LOCS.) 5 -JAPANESE SKIMMIA O 2 'SKY PENCIL' HOLLY 5-JAPANESE''SKIMMIA 5-'MOUNTIAN'FIRE' PIERIS (2 LOCS.)' LIMIT OF WORK SI-IEET NOTES / RET -65 70 DE74/L 5 450 SPEGFCA TV* FOR ADLY7/QVAL /AFORPATCN. 2 AC RAM SLfx717UT10,6 5/ALL BE PERMITTED 7W77OU7 FRCR APPROVAL C5 LAM'SCAPE ARCLVEC7/OP ER 3. ALL MORX 'MALL 55 FERfCA'AED 70 TIE 5A7/S0AC npN CF TIE LAADSCAF5 ARCN77ECT.C►VER 4 PLANT 5157 GUANn7/E5 ARE 5/CIw FOR REFERENCE 0 5 f CONTRACTOR /5 RES.CASIBLE FOR VER/FrIM5 ALL 541NTi755 M 5/67 MM ACTUAL PLAN CALL-Ci/75 AIC /Id7Atone. RANTIN55 PER 71E LAA2'5CAFE RAN 6PCZACY-OvER CUAN7711E5 9LAL1 BE AC15759 A5 RE42'FRED FOR F/15050/7777/558 AT Of 5FECFIED 5PAC/K 5 6LL RANTS /157 BE AFFFOVEr BY 5M85CAPE ARCH/TEi 7 OR OW(55 R.=PRE55N7A77hE PRIOR 70 /A6TAL LAn05/ F. 5X/5/755 /RR/44 /754 5 ALL 8505 96455 REMAIN CR 7mFR7v ED /N GIPCER 70 PROV/CE LEN PLAN77/05 507N RAL COv5PA55 7 5X/5756 TREES A//I' 5463.85 70 REMAIN '.MALL BE PROTECTED NV FRE5EYEREr, NO ROOT CHER 94455 BE 55/7 HA/5' 7005/7 POTN/N ALL ROY! .0655. P 7REE5 RE712VED 70 FROVlLf V7E.P6 70 Q4LCYA5 56KA65 quo -on STATE OF WASHINGTON REOSTERED LANDSCAPE ARCHITECT Jeffrey B. Clander c_nO_. Na 4c4 NORTH o® SCALE 7/4•=1' 0 0 c O m O C F0 O 00 O V 0 0 0 TUKWILLA, WA LANDSCAPE PLAN `4 sheet L-1 of 2 V 0 0 0 0 0 1 BOWHALL' MAPLE PLANT 34 EXISTING -.BED.. - t- P1NALL' MAPLE PLANT IN EXISTING BED LrI-'BOWHALL' MAPLE IN LAWN WITH 3' DIA. BARK RING I-'BOWHALL• MAPLE PLANT IN EXISTING --BED - ANDOVER P,4RI<UJAY ENTRANCE LANDSCAPE SPECIFICATIONS I. Raw. ro LETAL5 FOR AMTILN& 17FORNATEN 2 REPROVE FROM SITE EMSRNS PLANT IAIERAS LANKML2N'6EEDS NO VSSETATKWIrr SICKTO RENNIN ON FLANS. 3 FTE MALE ALL LA4OSG51E 8E05 MON rO RAM O CFSNATIO6 4 NO RAM SLB501NTCN6 562 BE FiWFRLD 15 5 MON 5 1'AL ON LNOS'.Nf5 AP 619TENNER 5 ALL PLAINS 50LLCCTFOR4 TO DE LATEST EXTON OF IFE.V624.NN STMOCSPD FOR NRSENT STOOK 6 ALL FTN? MATERIALS AND RANT LOGAT1o69ALL 46046D81' TIE 2405606E AAEMTEGr MON TO NSTALLA/ION Nl RNR' 546.2 HE /NORGWKY IWTER® IMEOA7ELr 5619[ RN1758 MMNASCA FEN FERTILIZER SOLUTION 7. 521 A11910.EN7FCR SOL 42I5PARA7ION AAP RAM96 MCNEIL 961 EEA 5O2982 MN NNW N IZIPED IGD AES'L56L 6c. 0STKWL 10 A YGMftST ZEUS' MVO GLPPOST 075 A✓AMBLE FROM SCAN 5aNO 5025 0E42 154 (360/ 273-0862 5 V%GYO'SPAIOYCCRFi25r A5A✓A1LaE soon sorcaTsassy ca, 9612EIM(.'06)622.43i10e&PEA,/E8aB45Ft1.1,, CLYIHA. FA/MW 0.8-3727. G. RREPLRI C041125r ASAVALAEE PUC4 RNLELSSAND AO GRAVEL. 116.. N1N1IP NS 120/591-4626 tl 9 M. 5. Aa 64 20 SOIL FREPARATION - (ALL LAIOX.AfE ARENS! 5AEA0 01.1 OF 5EC/FE0 5O1L Alb'LTE5r m 0005f. (ENRON 3'LENINI0` AREA 54E540 r.0 L55/000 SF. OF A.4.2,4 ISRAL 6YP314 A/O 15 LBSAKGV SF. OF 16d6 CofERYJK FERIIL/2L4 AER SON N43OTE0I IWOGLTNATE ALL OP NNE ABOVE 10 A 4.13EPIN AM SRAM S 0017(G?`PALTTIS AS RB34E0 AND R@tlMIS ALL RL'YR5 *LCOS AP OEMS.. IO RW/5 LARSER I40N 1' SWLL ff CUT 80215 M93919G MMR XIN:3 0'8407.06 04 PERUSE, LORIS .51 OVATION NAW ARE LESS THAN 2' WU LE OTT CLENLr fR;M NWT 13.412- ALL TREES E0519K TO NEWT 9041. fffRESERVE0 NO FROTEGIIDLTRA6 LOWIREITCTI a IP PERSON 1441' GLVCIGT ACTIVITY MOON 7IE MELEE OF ANY EX/5TP5 TREE TCLI 6EV/IIOTLM/EP TO FAROEBaFRBV1, 4ANGNS 5CL07135/0RT5 scams214107157401101414110501046541301111615441. CQGRETENAV GL7 NO /MATINS 5RNIL'LE5 LI ARNE GOI606GTE4 A0 PEITION SALL ARAN AT esEG1 rO MO' EM5795796 • 57A(L FIZOOBII EXCAVATION OP CO`PAGTSCN LE EARTH 07 0776U FPIEMLKLr 080606 ALTMTES MTIIM 015 OOP 0E5 OF EX67951FS`a BELIZE NOT ANY LA/05C46156 LUTE MIMI TIE LRP Loa ff ACCOR/SED MM LICMMYAP6PY OR /WO LABOR LMT ALL ITIS IN LAPIN NiEA5 SMALL LE PLANNED RA 3'OW£1ER CaNCIf OF TIED HACK BAOTO * MX FGR ALL RANTS SHALL lE5 MVO OF IB EV 579651E SOIL! B L040647 S460, BO 23 SOO.BB'GTB/I 5446®07476 AFR6094X016166-40 4 M?ONYM RB.EASE Rii211ER OVEN TIE S96ACE OF ALL RANT RTS AT TIE FO LLW6 RAZES 796504134ACF 1054727 26*11' 7REE6420401E6E711 IOP ALL 9.1605 EAr8716ALL06, NOP I6AL2CNPLANTS. V4 aP BROM:107 RS. V4 CLP 153717L081 TA6EIS FOR ALL RAMS 544LL EEAERFORIV20 0-SI16461 GR O CRAM TABLETS LKPIENTID A510..106 ALL TINS 4-1! 60.6 r060T5 ALL 99603 EIC8T 1OVIDI61: 5-276RANI TALLEIS ALL I6NL06 I-2I6RAN TABLET, ALL 721'80 4'PoT 6!646 COMM 7 06RNI TAELEr EAN sot FAS. ET 5 LRE6 R r lO s' TO 17007541.1 - ALL SERB NO 6RQI0 COLS! Ef05 EMU RECENT A 2'WIN $GY. FER POO SF/ CP PTE MEW 1055P/R EIRE MLLE A5 TOP RBiS16 AFRrA 6RANLARREBBdbVT IEiDG&E TO ALL 947113NO6R]9LGOVI3l®' Al TE COW21.6040' 0EI9VRlaWGE F9602 00 NOT LEE GtS4NOU GR 800946460704 ALL TURN' L BF96o6®TO DE 5N12YAG11714GP RE LNOS'.APE IRCI TELTt2EE1R ALL RANTS 54411 ENWANTEED NCR OE FALL YEAR FRPOAE OPROBOT ACCEPTANCE ALL REPLACED RANTS SNL EE REENARANTEE0 AL/. RFIACEIEh7SS6L EE MNLEI'9ONN2/MI5 Crt RESE/LD6 KNIT& WINE MEM 11150PER GONTRAGTGR SAL 42r or RE 806x2 FGR FLAN* DY95 OE ro OVER IE0LEGr OP VANDAVSL ANTE? RE740947614E R37OD. RAM LST CI1NO E5 ORE 5E911 FOR REFB:Me alr. C NTENG 04/ 15 RP573682 EGE V8LP1716 AL21NN/ITR5 01 LIST KM AGRML RANGV.LG.OS NO 116TALLN5464/965 FEN TIE LNO'.LAFE FAN ffGIIXANER NOM MSS 5460o2440TE59E11 BE 5DJ5lO AS REQOIED FOR FELD( 81T045AT OE 5cc6E09'AG915. 60741. 464EGTIOW 962 OCCUR AT TIE GOC112044 CP A MDAYFPMELVCE 1797C0 IAMBLVCE FEE00962 G01BM5E LP24CC0RE/LON OF ALL L.MPS'.AIE 960ALLA NON AGONIES AA0 96411 MOVE NE FQ15N45. A REL2V1 AL PEWS 049[ r0715616. 5 12EP4AGELEA004UNEAL04'RAMS G SEINE FRR37 Form"t or ERR.6ATION SYSTEM O &EWEALEGIA7EM251AE es/MACE/2 W AL2,69.54E BEDS SEWN; AON-T626ATE0 AREAS TREE REMOVAL 4 REPLANTING P 16.54./30 - FEPMIT APPROVAL CRITERIA 3 7REE REPLACEMENT - TIF 517E 544LL EE RANTED M771 TREES TO TET TIE 000L13816 FENIMMRG99RIDEDS a 61ON EX157N5 5/61660 WT 7REE RiM2YID SHALL. EE RERACE12 KIN 404 7RETS2 BASED ON 71E SW OF 71E 54757145 TREE AS SAGTW BELLT( LP 70 A 10/089'1 DENSITY OF 70 ION IREES 662 ACTS 15 TREE REH.KCE434TRADO5 DIM£16! OF EXSDIS 10 OF REPLACCE6O77 Igag0g2032 afallE4EINI2 B-DMIES 2 G. PRIOR 70 ANY WEETA1/08 REMOVAL 71E APPLICANT STALL GEM.l1717A76 77006611 A LA05CAFE RAN SENSITIVE AREA /5776477041 FLAB CR 017627447ERLLL5 RECURED PER 77E RSILRE 8575 LP 785 GRAPIER INA/ ✓E6ETATION RfR.ACE7®47 MEL FEET DE FLLLOE6 MN/M14 57ADAR9.S N 4/167461 5/115 91022 BE 25-64!4 CALIPER FGR DEG/0701- 74$s 6 TO 6 FEET IN 41617 FOR EVEN 1REE4 24 O61E5 IN /EA5N7 FOR SYdb; AND /6ALL0V FGR GPO/CYOVER (1/ REMAGEE5T RAN75 5441 FEET QM:1 T A#ERGAN ASSMA TIAICF1LF5ERMEN STANDARDS FOR M 5' 5!X4/ /3/ RANI7N5 AD MANTBVAACE OF REG99R® 80.46EO.7 VESETATION SMALL LSE N ACCO®A0E 54171 EE57 444NF6 ,13IT MAC TEES PLR LA4)SGAP/45 MIG/ E75RE 17E PEESTAT/ONS LGw6-TERM WALT I4 S.RVVA.. 0 20' 40' 60' SCALE: 1".--20"-0" I -MEDITERRANEAN FAN PALM 5 -BLACK MONDO GRASS I -MEDITERRANEAN FAN PALM 5 -BLACK MONDO GRASS PLANTER POTS PROVIDED BY OWNER, INSTALL 501L AND PLANTS PER DETAIL SE14FOOD CITY ENTR74NCE-PLAINTER POTS o Yle SCALE 1/4'-1' PLANTING RT SHALL BE A AIN. OF 1102E THE RDDI0ALL DEPTH SITE PLAN 1' CHANLOCK TREE TIES MULCH RAMROD BASIN BERN FERTILIZER TABLETS, Y-6' DEPTH PEEL BURLAP BACK FRO/ 70P HALF OF ROOT BALL AFTER RAMC SHRUB IN RANTING HOLE (REMOVE COMREITLE P FIBERGLASS DR TREATED) BAIXF1L SOL MIK d TING PIT SHALL BE A NNINUN R 1010E 172E ROUTBAU. WIDTH TREE PLANTING AND STAKING DETAIL NTS (2)- BVC 10000 TREE STAKES (B' HT.) 2' MULCH IN BASIN 3' wATER RETENTION BASIN ON SHRUB AND GRDU00(0/1 R AREAS ONLY) FER11U2ER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL BACKFILL SOL MIR NOTES. 1. REMOVE TREATED OR 5TNTHE01. BURLAP COMPLETEL, 2. INSTALL 24' DEPTH ROOT BARRIER AT THE EDGE OF ANY PAVING 10THIN a FT. OF TREE IRIAN NTS SCALE I' -80'-O' NOTES 1. LANDSCAPE ARC5TECT/ 001NER TO APPROVE POT LOCATIONS PRIOR TO PLANTING OPERATIONS 2. POTS 81TH DRAINAGE 0045 SHALL BE FILLED TO BE LEAN FREE, CONSULT MANUFACTURER FOR PROPER PRODUCT EXTERIOR PLANTER DETAIL PP AREA FOR SPACING ADJU5TYCNT NTS 20610005 MDR POW 56 PLEN ANTS SPACED 'f 0 C1E0 D SET BACK FROM 772E RANTING BED EDGE 2/3 't 2/3 Y (054 of PLANM0 BED TRIANGULAR 500000 WTIRN- PLANTING BED SP000ED RANT SPACNG5'Y NPMOUAI PLANTS REPRESENTED A5:4 - 3 'Y PLANT SPACING DETAIL STATE OF wASNINGTON REGISTERED LANDSCAPE ARCHITECT Jeffrey 8. 0001der 0!111181. Na AW NTS NORTH @'022 0 0 O .5 0 O C N U uJ 0 N N J LLJ w U Q J d LLJ UJ W shee L-2 of 2 10 -'STELLA DE ORO' DAYLILY ' 5 -'MOUNTAIN FIRE' PIERIS I2-'5TELLA DE ORO' DAYLILY 3 JAPANES SKIMMIA (2 LOOS.) 4 'SY PENCIL' ROLL (2 LOCS.) PLANTER_ 'E 4 F' 14 -'STELLA DE ORO' • DAYLILY 11 -JAPANESE SKIMMIA (3 LOCS.) 2 -'SKY PENCIL' HOLLY 2 LOCS EXIST CATCH BASIN 3 -'GULF STREAM' NANDINA (2 LOCS.) /ik G C O C G c \ rneirip PAW "1 vv. -N NI'VW1F•i9' I► 'Mr B -'MOUNTAIN FIRE' PIERIS (2 LOCS.) " 3 -'PRELUDE' PIERIS (2' WC5.) BtI�TIN� AR@9RVITA€ TO REMAIN 5 -'PRELUDE' PIERIS 6 -'GULF STREAM' NANDINA 12 -JAPANESE SKIMMIA (5 LOCS.) SCALE: I'.40-0 l6 HEMEROCALLIS STELLA DE ORO' 'STELLA DE CRO' DAYLILY - 1 GAL. CONT. a 2' O.C. 13 ILEX CRENATA 'SKY PENCIL' 'SKY PENCIL' HOLLY 4' HT., 545 OR CONT. a II'S' OC. 40 NANDINA DCI"IESTICA 'GULF STREAM' 'GULF STREAM' NANDNA 2 GAL. CONT: • 2' OC. 12 PIERI5 JAPONICA MT. FIRE' MOUNTAIN FIR!' PIERIS 3 GAL. CONT. a 211' OG. 24 PIERIS JAPONICA 'PRELUDE' 'PRELUDE' PIFRIS 3 GAL. CONT. a 2' O.C. 40 5ARCOCOCCA. WOOIERANA WL•IILIS CREEPING S.RCOCOCCA 1 GAL. CONT. a 2'. CSL. 41 SKIMMIA JAPONICA JAPANESE SK,MM14 5 GAL a 21,2' OC. SHEET NOTES kEFaz TO De -TAPS AAD 5FECEICATICC6 FOR ADO/IILNf4L Df' 4411GM . Ab RAM 5.195771Z/I1016 544LL EE fffl'4T1HJ M17CDT PRIOR AFF¢OV L OFL4I05GAFE N2CHTIELTit.7052 ALL NOOK 544I1 HE FH2F913W TO ITE S4175FALTXW LP DE LANO.X.AFE AFY-NTECT,t3f PLANT LIST Ql4M1T1B ARE 5 MN FOR AYE aLY" COIFIRAZTCR 5 RE5R9I515LE FOR I•SZFY@K ALL dNNTl15 NT LIST PITH ACTUAL RAN ext. -a0 A59 POTALLPSS KAM0455 FSP RE LMDSCAiE FLAK 6ROISC'.01'St OL4NRTE5 S' MLL 1£ADJ51ED A5 RSSURED FOR FIH.D CCNOITL9A6 AT TTE SVGIRED 5PAGP45 dLL PLANTS MST 1£ AFFR7VH7 BY LAA05CAFE ARCATTEGT OR 34575 REFRIffeNTATNE MICR TO 55TALLA110TL EX511115 IRR15AT1a4 N ALL 5595 SIPVJ. R5•4404 OR PFROVED W 9R1757 TO FR7VEre ?434 RANTP455 MTN RLL GOVERN£ EX15755 TREES AAD 94205 TO 4O15/W1 >E PROTECTED AMT FRTHEVERE17,Ib ROOT OVHP 7' .:HALL 6E CUT. /MAD 1R8CH NITRIC ALL RO7TZOTL-5 - TREES R8f0VH7 TO FROVILE 456 TO 9.¢12415 546446E ' PLANTER 'C 4 D' 11 CREEPING SARCOCOCCOA (3) TREE t GRATE TO BE REMOVED 13 'GULF STREAM' NANDINA (3 LOCS.) II 'STELLA DE .ORO' DAYLILY • 4 -'GULF STREAM' NANDINA EXISTING RHODODENDRON 6 'PRELUDE' PIERIS PLANTER 'E -4 F' 5-'MOUNTIAN FIRE' 7 -'SKY PENCIL' HOLLY (2 LOCS.) 10 JAPANESE SKIMMIA (2 LOOS.) 5 -JAPANESE SKIMMIA EXISTING R4-1000ENDRONS TO REMAIN-TYP NORTH o r .r it SCALE 1/4•_1• 5 4-4 V 0 .5 c 5 12 �r LANDSCAPE PLAN shee L-1. of 1 Jettu 0 0 PROPOSED EXTERIOR RAGAS[ b b 1+1 it s� IOP. m. th t 1 tD u TOP. TTP. EXTERIOR MATERIALS z FINISHES METAL CORNICE 00108 TO MATCH'CHA/TARN! METALLIC. 514MT SETA/ FACIA DOLOR TO MATCH •01AMPA&IE METALLIC' C: RTAIN PIAL 6LAZINS SYSTEM NOT IN SGOPE - TENANT SIDWGC LICER SEPARATE F61M,T. PROVIDE GO.T.NDOVS 9LOCKIW POR 516NA6C ATTAGMCR9 AWLOSOND PAM- OVER EX STIRS CANOPY COLOR TO MATCH •CHAWA61! METALLIC• FALLG05010 PAIEL TRIM DOOR TO MATCH 'GHAYA6I! METALLIC' ▪ RE4CCTNE SLAW PANE. -9 M ALIMITLM STOREFRONT BDOOR AIM POOR FLAN AND 561.014E 10 NALL MOORED DECORATIVE LO645140 01X11.4[ - MVADOR OUTDOOR NALL SGOKC. TJO0T� (SEE ELEGIRIGA4 D4AK405) C PALL MONIED LIMO N6 PATINE - OTT,. 500X250 D014. 116HT Al TYPE A NERREGTOR DOOR - Alt MAT MET. A•RIRAGITE /01 ALL/COMO COWAN DOVER A10 CAPITAL COLOR TO MATCH "64000 SNE METALLIC' ON EXI5TIN6 CONCRETE BASE R,TRE 51649 FOR SUBTENANTS, LOCATOR 5LB2CT TO PLAHN1416 APPROVAL (SEE ELEGTR:GAL DRANN69) 1X.1+7446 MATERIALS 4 FINISHES TO RaMAINI • DLA50 FIBER RE0POROO CEMENT COFINO ❑B 4' BRICK VENEER NTH 0440 110 1=1 A• BRICK VENEER BAMDIN0 - (5) COURSES 1)15' PROFSTION • BRC% REVEAL 6 COLREC1 CEI D. 01456.0500046407! 14640110 CPI D'AD• PRECAST CONCRETE MEDALLION 05• PRO.ECTION) Cr('1 MASONRY CONTROL JOINT u� NOLLON METAL DOOR AMD FRAME L SECTIONAL OVERHEAD DOOR L EXISTSN6 MATER'A0 AMD FINISH TO REMIAN RECEIVED APR 0 5 nig COMMUNITY DEMELI: ENT NADEL 108#: MARCH 31,2010 09293 SEAFOOD CITY SUPERMARKET SOUTH CENTER MALL, TUKWILLA, WASHINGTON NADEL STUDIO ONE, INC. 1990 S. BUNDY DR., FOURTH FLOOR LOS ANGELES, CA. 90025 T.310.826.2100 F.310.826.0182 W W W.NADEWK.COM RH EL EXISTING PHOTO SITE PLAN Westfield Design 11601 Wilshire Blvd. 11th Floor Los Angeles, CA 90025 PLio .ca.'2 PROPOSED EIFS WALL ON 6" METAL STUD. PROVIDE AN 3" HIGH STONE TILE BASE FOR THE WHOLE LENGTH OF NEW WALL. FLAT VENEER BRICKS ON WONDER BOARD • BACKUP. ALIGN AND MATCH WITH EXISTING STRIPING/BANDING OF EXISTING WALL, TYP ON BOTH SIDES. 6" METAL STUD FRAMED TIGHT AND CLEAR FROM EXISTING STEEL COLUMN TO CREATE NEW WALL. 0 , O .1 .+5I -8 2" x 2" PAINTED STEEL TUBING LATTICE/GRILLE WITH CLIMBING VINE 1 �-0.' g' ti M L. (E LANDSCAPE AREA, SHRUBS WITH ORNAMENTAL GROUNDCOVERS & PERENNIALS (Crimson Pygmy Barberry; Pacific Aster; Salal.).CLIMBING VINE ON LATTICE WORK i — COLUMNAR EVERGREEN TREE, TYP (HOGAN CEDAR, 12-15 FT HT., POTTED) FLOOR PLAN RECE VEL art 0 2910 COMMUNITY DEVELOPMENT PROPOSED REDEVELOPMENT SEAFOOD CITY PROPOSED WALL COVER FLOOR SCALE: NTS 0 3103,1/4" DATE: 29 MAR 2010 esfiie([ Southcenter 1 SHEET Westfield Design 11601 Wilshire Blvd. llth Floor Los Angeles, CA 90025 PROPOSED REDEVELOPMENT SEAFOOD CITY RENDERING SCALE: NTS 0 30 X 42 DATE: 29 MAR 2010 RECEIVED 'APR 0 5 2010 COMMUNITY DEVELOPMENT 'estfiefd Southcenter 2 SHEET DJ Mg OC MCHC UPLL\gC ��� 0l__ ; _IMLE)_11*ClIV/ LAMB C h i M .M` -u-',=', M A 1141-1 L JMMMMD11-1 A D We 2,n - 0110_JCoJ ij AMMO 0)M.o:MM7o),0,1M APPLICANT: OO 0 6[14n7 OMPEN glgr-PglEVCDR 07. gZL\ 09700 CEDED gig 5 0 0 IZ CODED EffEr9gOq ./7417k1 1731EV LnO@KDGJ MARKET CONSULTANTS: • ILD EL.TAN RLE. COM RACE MIR CPEO CIVIL ENGINEER: 1.A4 12.0 ISM MEM/. AVG SOT 505 SCAT. DA NO. MEIN 5742-4510 MOW CO -011. PAM ATT. ELL PORvuro 5TRUCTURAL ENGINEER. ➢..ECTRICAL ENGINEER: Me .. AVE. RATE 6 MMT - CAL PTJI DSO) 3940-0L0.1 9.00 • 6w. ROD LO! /x64 CA..O'b ARIL LIEN MIRO. SHELL d SITE REFERENCE FERMT •: ELDG. E SAFETY - DIO-02O ELECTRICAL - - - ELIO-0056 LEGEND VICINITY MAP APPLICABLE CODES SUMMARY GENERAL NOTES SFC GENERAL NOTES SHEET INDEX a414. Mem. SECTION 4Y.ETE REFERENCE M56ER MALL A s®Mwie m. .LAA A APDEDP.I ORVAL RO'EmCE CXTERIOR NARIM- OLOR RIET.A4Crro E ®air AL QOM COMPLY /MR M PELa 3.N6 REM . PROMO TR A40060. I. DOC. nrtep4Tlc.lK SALONS COLE • 2009 PITERNA/1001A. *5400 I ATFA w.ACCIDOOLE lo�~ AD MAC. DCN onnounwAL reawrx COM 5 Doc. 0120104 FUND.. CODE • DOM 0410411NOTON WAREN.. GOOD T 06 MA RPOTON STATE wTRATDM MO ROTOR MR MAU. CODE S. Daae NATIONAL EECTRMx CO= T 41 0J R. DSO .TE I ATDNA. PIC. • Ox CEDE ABBREVIATIONS PROJECT ADDRESS DIFFERED SUBMITTAL NO'. ATR COIDITMM AEP Auw CONCRETE APP. ABOVE AMP, MOOR ELIC BLOCK eL.Os. 111.01. CA GEARS 23. CON•AO< JINNT CL Cam LOD Cu: COC. OONLIER CENT. CENTNLOLNI C CONN. TIE DS. DOT. SPENT NO. INACRMRT MIR ACTOR OPEN. 0. NOTRAACT Mn NOT TO OCAaE a CRAM • ON COO. OD. 07750.1.01. ORAN OD. ovenrcan KL4ra OPOPPOSE! P. PO •POINT OP IEPERT LiteC. CORRECTION ROOF N SM. aM.AR • TOP OP coK.4Te EEE. neva G PLONO. PO ADA.L EXPANSION JOMT TAT TOP OP PA AT Eu. ELECT. PATO coma T.TM•A• EXP. E1P05152 O AO. ALMS .TED MEN A MATER NATER rim PATER VJP. won A FRIO n. PLO. LRAM PROM .RAPE PP PRE ODIRANT M44. CONCRETE PCH, PACE• A. OP MEMO FOS FACE OF STO PS. MO RPM. A MOOR MC 0.1. 111ALYNUSO IRON 1368 SOUTHCENTER BLVD. TUKWILA, WASHINGTON KIN6 COUNTY APN: 9202470010 • M4 LPTOMALeR • RACK •OIOOLA ANCRa CT.. • 0961.11 TAO COM ORONO • CONSTIM NON SPE . TYPE rw MLLE eRRA43O® ,, .. OCCUPANT LOAD ANALYSIS PER TABLE 100E 1.1 2006 LBC 51,5 mom of OmD4MWien Ea Sr les5 el SSD•a Cc SONS• 0.v:Pes. ST Mom. n Pew oAc.a.a Marrs e.m* 103 SNC MIN 0Cm GOON JOU. 654 500 Sar volon Poo ... ,. am 05* 1:0 Raw-Pco Com IP l20 RRa-Ocie 4vo Al IRO Rao IRRPM06•*- Occe 01.1.4 MO Pm TED IVOMV- 0600 Goo .2 CUO49 I 150, A•wI M'MO Marv,• RTO 0Omen EM L.MMr. - Mv+.. ... Aar cOnmm Totals 1 301 2154 1.506 }59 565 T54} 3.9'26 .9 TO 010 6 412 080 969 557 33 200 ILO 200 te 200 656. 12R 434 na 1AR PR .I. M4 50 Rep Er•r 26R ,9 P0e•m.a 1155 144 SCOPE OF WORK I. REAMM MOM CANOPY NO COMM 2. ADD •OAS• MEMO AT EAST EERY CANOPY MO MOVEN MU. ENTRANCE 5. AW OGORATIVE MOMS ueMM. 4. MOR ST! IM ROMPOOS COMM* Or MAMMA e� �AJD CONNECTIONS MIN T} IN MM. M = ETRE MOM* �M DOOR IN MARL PARR. LOT. - RIMMED u eRAOESrwMT MANCE OP MSS. •RO6D CORER MCAS EMT ELLYATION - 01,2 RECTO TOMEI MUMS PER TABLE 2R2T 200113C M STATE 4JENCYEMT5. mom uPma •r T49 •r v FAN.. ORAN. OA.. .E ... IAC too 0465 Sr.01 Co. forum Orme rm..:4&74I NM.M.P.010..aM0. 94r.a�, VINCI6P015005P M..rnaOM.4.IM MP, Mr 015021 4 POM ONo Prom 0e®4.0.P MI Mot Ern DARN { ,.r.E155EIr5 Mru nr 01502, L 05.6 PN 4P M MNr AIERI..5. PI, ETC, SHALL woos. Te AALL 00•454.145 IL ..EKED. MONO COPES. c1mNMMxa. 6000.A.TIEE RE ROCRAL a VERT. LLonvel caaTwe nmw: ABEFORE NI, /PR mnarnAL moms TO TLC MOOR. NYCO TO MOCLEOPIS 5 MOM* moa MELD INEPECTCR5 MALL TEMPORART DICTATE � PORTA.in MO LOCA.. OP uMO PT0W ♦ COLIN OR MALL M EOERK CONTIALTOR ACC., PA65l ON ALCM, OM* J M RIMPRECI 410500010 *MOM 1•003 AIR CONNITICMS. P UMP* TM woman. NO 6CINIC . MMET *NOME SEV - CONON =VICES M ORE IV ROA RATED CONSTMCTIOL EC rorEOTEP ATA APPROVED FIRE ASSONSLIES. A* 90'*/PCP/ OR ANIM REMPRARY rAS PEDDRED OP RC LOCA. AAu111Lwme a Aa Aerm.RT FOR PECe!wGO,NM CAPE*. ENO. REEF /ATM V. ORREC.. EMIL EE NORDEP 109. RI ..IAN w• •� Aw AAr LMOT •• PRINCIPAL MCRLI. OP NOT LG. O Orly COMM TO COM, MD A OR MPLwrae RUATNw. 5 TACTILE OPT MN MALL SE PROPOM AT ALL CIT DME, MT 'MRS COT MEM ME OCT ROOM x MEM= ST PS unrao4, ORD. CCK • EVERY IEM DOOR SHALL EC 01.15.15LE PROM rme INSICE TODM MC OF ACCP OR M' SPEGAL 100.20.E OR EPRORT. OMEGA. LC.. MACES MALL RE PR AN ^PAROLED T.E. EN ALLEOLT5 OR 4 . DOLTS ARE 0 •wr:oe A LEAD. YAM! CORM.CA 5ANA OONi OR A0IAC0O TO DOOR 5.1.5111 10R9• M.ETEE NOT LESS TIAN I RCN MINT • CONTNS BACMMM aAT ALL Ey01ED W 1.1 11 CDT EARL OPEN OMER A LA. .NOT MORE TAN VY • M TRONOO. u A. e.nSE15ED 160. 1.1105. 7.2 ED MTN KN. N. COAMENT TS 'OPOP 74670 4 Re -ADJACET 0..44PAra. O CONTRACTOR ROLL CODIEMATE ALL ELE.. POR M MeEPK GS MO RCONTRACTOR MALL PROEM a43A1 M R MT MIMS PER CATE AM MIRE OM 6Y0d15 ADORMS / MEM OR MSIZE COLOR NO LOCATIONS PRIOR TO ▪ OISTAIN MARTS UTESMOS PT. CRITERIA ORAwR S AND A O ORM.. MDR ENACT LOCATION OP ETC NANO. 1241.01114AL AND ELECTRICAL ROMP* MOMS M MOOMPACTORRIOTAS MOD 0 ATIM PROM CO TEorPROVALFROM SLAP OM MIMSPOLO. . eEERAL CONTRACTOR E N.M. A PIRMAVM. Ce TIM TD R Mr *SPAM CIARMOR SERV. NSP. mo Ma R...ir*MR COMMROA MM FIRE OVARMaT APO OTTER RmnRm KR APEMMONS PROVAL. PRIOR TO INSTALLATION. T! 0004 TGT CONTRACTOR FALL GC RESM,EIELE POOR A COMPLETE ATE, Mop TDI1 a. a,e MATER MN TO I TAPDR IT ALL PIERER MATERALA Co.MT:41 *. ETO TC- AT 0O MCP *ET. I MOMS MENEIM C1T 05ACTO S A•D �T.A4TPRSI so.LL Toms., ATIC ARCMTECT5 PRAM. MD MALL NOTTY ARGIFIECT OP ANT PIY SMP 37.09991011. CLARPGATON ETO P ANT TION NEC.O.RTPORM cweEnTON OF Ana' •DLO. ALL LABOR EORRdT. MD AAOLD .P cnoICATM CR w�TE rem NECESSARY. EMMEN OR 3052.0000 OT AR A COM.= Aro MRCP. PIRO. JOS 5 ezmnrwaraa 14.01 TO SWM SA.L MM2 ALL AMMAN. EMMEN* ANNIMIE TO ALL 51.45119.9 TO . . ORME THAT T.L•T RAVE NCAALL NTD. 1lLOYRT TO coMME TOR 01005C. PS ISE rEE*02( EaDOM CONTRACTORS EO COMSTRCTIMEM* AARRA * PPO PROJECT A T MEGPIC TI S. • NM CONTRACT. MALL NONOniLL AwNicTT ALLATION OR rw[.vDe. ANT. PAIIAMEE TO 00 SO TAT q.L NECESSARY COOMME MASMIES WM. EC COO NT TM .lennaTwr50 Cavae AM NOWT ANNE TO 050 ▪ varn4N PP MPENT TM co5Twf 50 OmJ•d0 a TO 110E/rL a CBIMT*POIMI CAME AAD PROPER .191/61014 OP TIC IONE e.5.ar MATumCOPOR10e meuDM NEED YM PTIunes OP 5.106.4. Tee EK..1 FAD.1 RECORD OUreas PMCRm T 4.010W 00TFiS0J .MCN Pee TO VERA, EX5.0 camaroms MINOR TO Paremenms 1 ANY MEEMINS,ROT DETAILS ROLL ER M RAMC POQ MINS,R RPM MOM o.1 M DRAM. MOOR MO. COMM TO ACCEPTED STANDARDS OP PRA. e • MEN SIM Tp 0,100540145 ARE 1.2 NEMIMED AT M.OE SAND �2 EOMIM CONTRACTOR PRIOR ro PACROATNE OP M IMP ER0 CC OCLIZTED NS NONENATECI TuC% RURAL" OR IS+ OPM. MAY A cG snenrc..c mr1 44.. ML ITER MER 403118137 RESPONEMUTT .L .19 M M ODA COTRACTa Aro SANMLx A':; pros CNE., PI.; DLR : MO DRAMIC SALL EC CONTRACTEE O14(T.T T M CME. INE MIER* PAM. *0 TOR 5ARY MOM, ELL.. Mal N REEPMeELE POR CeoREINATIEM MN'OP. . CHAP as TRACTOR ADDITIONAL NOTES I. .RELIC LEALT• - SEATTLE 4 KR. COAT-, 11E1.EDTDN 4cARED a CORPLtnCN CP FORK ONION TO OPE•w. GENERAL: T-10 TITLE SHEET CIVIL: CV.0 DIEMOLTILON AND TS... RAN CAIDD OREARE INTERCEPTOR PLAN G-50 SARA. SNEER DETAILS ARCHITECTURAL: AR -ID OVERALL REPERCCE SHE FLAN _ NTE PLAN ROM ALM .LnmGAPe PLAN A-00 TEDRALL • FLOORPLANAµ ADO 14001. RAN MO OMEN* 6NATION5 ADO EERY RECTOR STRUCTURAL: STO .SEPAL NOTES sr POINVAT1C0 5T2 ROLF PRAWNS DLOAAL5 14.069,10015 ERIN. ODD MO MOOR PRAMS& FLAN SID 550 SAO O NKR PRMnM PLAIT ROOF *AP** FLAN STOREFRONT SECTION ELECTRICAL: • SIRE L. DAM.M MO ....124100 N ▪ POP. PLAN eT ee - N PMS 343.0 3E RECEIVED APR 0 5 2910 COMMUNITY DEVELOPMENT NHDEE RETRII NEON SLalo On• Inc. 1999 EaOL E10413 OM ENESI� LER PAM*G ICONS 7,11:211: oramftloccon 020940 09293 opou moms T1.0 0 0 v m- �•�-� O O O.°Ic I2 wNka1-e I., 24gr)_17��\• "•UnunES PIA9 N . 0 A PROVEMENT 'SJTE PLAN i CB 866,2282 E 6•CON 20.8 a - SOMH RI 2 7 10 24 CONCH 1 .2 10 ESIE MT 12-ROWCONC(NI66PR0 S 7.1 ENT t171y111ES REG i 2007061. 10339 IE 4-CONC(N).19.1 IE 12-CON6(E)-20.3 CB RIM -25.92 IE tYCON. 5 19. 1 )- .0 IE 32'... ,-..,. -_� >•..• - 0 FF -25.8 COLUMN 10' CONC (1YP) WALL DRAIN 14' CONC ( 5SMH RI6146.23 IE CL CHAN 10- NW/S/E-16.0 CONC. COLUMN 03 RIM27.54 IE 12-CONC(N)-23.2 10 10-CONC(S).23.2 YD 6166.2560 6. TRACTOR TO SHORE / PROTECT CC UTILITIES 811HN YD Rw.28.65 DEM(XJTICN4 AREA IE 8-P1.C(S)=2&3 CB RIM -27.50 IE 12-CONC(NW)•21° SEAFOOD IE 12-CONC(5)-231 CONC. COLUMN CITY SCUM RIM -27.45 IE 18-CONC(S)-233 CONTRACTOR TO SHORE / .28.8 PROTECT EX. 8,828UTILITIES WITHIN WALL UEUOUTION AREA CB R01.0-27.29 IE 12-CCNC(9)-24.3 • 1NOtl116Y,610MEY1WwIwJrlw•WC uL✓IW10Y/116-111-11' m -.QOM GREASE TRAP 1 N89'40'24 -W • (TVP) CONTRACTOR TO SHORE / PROTECT EX UTILITIES WITHIN DEMOLITION AREA 2&8 PLASTER ACCESS UDS COLUMN.( RIM -27.37 ]IAN 10 -PVC a'E/SW).17.5 RIM.27.50 IAN 10 -PVC /E/W).17.5 SSMH 8166.27.28 IE CL CHH! 10- (N/W).16.7 FF -2&9 NEW LOT A PENDING BINDING IMPROVEMENT SITE PLAN GENERAL DEMOLITION NOTES XXX SF FTE 28.8 COLO TVP) FF.2&8 COLUMN (TVP) /3i Q 90 IE RMF.F2&z 870 '� kk E 8-PVC(W).26.5 •-�i,11rWam *WA V IMILSIL PCfrQ' ,a . J ; d AN, INLET ® ,• C(5)-22, �.i.1 1 6 +�j ALT O o �w RED RIBBON FF -2&8 FF -28.8 CB RW -27. IE 24-CONC(E)..2 IF. 18•CCP1C(S).2 NOTE: UNABLE TO DETERMINE IF RPE TAPERS (E) TO 12- DIAMETER. I CONC(E)-10.0 �i...'''.41M:1661, 1•p� -iwp '►-/ ...11,*-, 7'�r �Ct�t, in 11, .f H 8166.27.61 .6 '-ACTOR IQ,, �NI C( a/AN 10- 15 I PROIECTFWMITIt711ES111 O ( ; 0-(W)..14.1 DEMOLITION AREASOWN ky.i..57 \\\J I N..i,.\\\:\\\\\,\\ \\\\\.\:.a...._ 0 1 KCONC(N)-20.6 10 15-CONC(W)=16.7 j 10, 0 15 CONC(E)-20.4 IE 24-CONC(E).15.7 b 0 I CONC(S)20.7 10 12.1ANC(5).1&9 FF.2&8 BIKE RACK 881CK COLUMN 8 B 1. DEMOLITION 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-STE IMPROVEMENTS NECESSARY ID ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS THE PLAN DOES NOT REPRESENT A DETADED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED 9TEWOR( IMPROVEMENTS IF CONFUCTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE O M ER PRIOR TO INSTALLATION OF ANY PORTION OF THE 9TEWURK WHICH WOULD 8E AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN 014 THE PLANS, YATHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS 0WN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR 111E CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING URURES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD: THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT 0R COMPLEIE THE CONTRACTOR MUST CALL THE APPROPRIATE (MUTT COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTUTIES. IT SHALL BE 1HE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS 81.1101 CONFLICT WITH THE PROPOSED IMPROVEMENTS ON 111E PLANS 4. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE UNITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ION SITE STALL BE DISPOSED OF IN ACCORDANCE Po1H APPLICABLE STATE CODES 5. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 6. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF S COVER MAY BE DECOMMISSIONED Alm ABANDONED IN PLACE, PROVIDED.11AT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITININ 111E PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 7. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RMS DRAINAGE STRUCTURES, VALVE BOXES, VAULT UDS AND U1DJ1Y ACCESS STRUCTURES TO FINISH GRADE 81111N AREAS AFFECTED BY PROPOSED CONSTRUCTION. & CONTRACTOR SHALL COORDINATE CONSTRUCTION PHASNG N1TH SOUTHCENFER MALL MANAGEMENT. DEMOLf11ON KEY g ODIOUS -1 EXISTING CONCRETE CURB. DEMOJSHED CONCRETE MAY 8E CRUSHED ON-STE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. ® DEMOUSHH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. OS DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT 10 DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS DEMOLISHED ASPHALT MAY BE CRUSHED ON 91E AND REUSED AS FDL M PARING AREAS REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS C01(PLETED. ® SMUT, MATCH AND JON EXISTING PAVEMENT. SAWCUT LINES SHOWN ARE APPROXIMATE 11 PROTECT EXISTING BUILDING TO REMAIN C. PROTECT EXISTING UTILITY TO REMAIN 15 PROTECT EXISTING PAVEMENT TO REMAIN 3 PROTECT EXISTING TREE TO REMAIN 18 REMOVE EXISTING BOLLARDS 19 DEMOLISH EXISTING CONCRETE PAVEMENT TO NEARES JCINT. DEMCU9HED CONCRETE MAY 8E CRUSHED 014 STE AND REUSED AS FILL IN PARKING AREAS. REPLACE IN KIND WHEN GREASE INTERCEPTOR INSTALLATION IS COMPLETED. ® RE.110VE EXISTING SIGN. STORE FOR REUSE & REINSTALL SIGN WHEN CONCRETE SIDEWALK IS REPLACED. DRAINAGE GRATE •- RECTANGULAR GRATE SHOWN IEVAL SYSTEM (TVP.) BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TVP.) INLET PROTECTION DETAIL MOD: WSDOT DETAIL 1-40.20-00 NTS REV: 9/20/07 RECEIVED APR 0 5 gig COMMUNITY DEVELOPMENT LEGEND EXISTING UTILITY TO BE DEMOLISHED REMOVE EXISTING ASPHALT REMOVE EXOS1ING CONCRETE SAWCUT CATCH BASIN INLET PR0IECTIO4 OMITS OF CONSTRUCTION Know what's below. Can before you dig. F_A•4/•AAAAA:4 . .4 GRAPHIC SCALE ( to war ) 1 bash - 40 R :IRU. _ .. Date - BY -.. _.^ L .07:01i1,°*!!Odr, UC 3-18-2010 iiiiii �'.''' PERMIT UC 1to• 222- Voff ��r•.SS•sh+A t 4AY.Y1•r.r.rE... •t: 1505 Waft like Are N. 9/m 705 =./8•ro Sem15,WA9909 T (705) 924510 F (706) 928344 ww@Gro.o SEAFOOD CITY SOUTHCENTER MALL TUKWILA, WASHINGTON DEMOLITION AND T.E.S.C. PLAN D-1.0 CB RIM=24.21 _LE 2 'CONC(E)=17.9 IEiC(S)=I8.2 D- - -�-1 -1-GP- uGP VGA / C8 RIM -24.52 16; 24'CONC(W)-15.7 IE'44"CONC(NE)-15.7 IE \12'CONC(N)=15.7 IE \12' DISE)=17.2' -gym-- ua um I- - -�C8 RIM M ' IE 24'CONC(W 1 IE 24'CONC(E 24.14 16.7 =16.5 uW 6. 10" WYE NECTION E=16.09 T.---31CN GREASE INTERCEPTOR TABLE INTERCEPTOR MODEL C.O. /1 IE IE IN IE OUT C.O. /2 IE CONC CURB NEVb\LOT A CB IM=2Z.82 PENDING"•BINDING 16 12" NC(N)=19.9, IE 1l CONC(S)=19.1\ IMPROVEMENT \SITE PLAN C8 RIM= 22.82 E 6 CONC(SE)=20.8 0DMH R1M=23.47 �'\ 16 24-CONC(NW)=13.2 \ IE 1 2'CONC(N 1=17.1 tF-66SS-9' 6' SSCO IE = 19.89 Lo. SOMH 6I9-27. IE 12'DI(NW)= 9.3 JE_72DI(5Q-19.3 5598 RIM=27.65 CL CHAN 10' (W/5)=15.2 ASPHALT i4 HEAT TRACE REQUIRED 15 ESM'T ROW IMPROVMEITS 67IL11ES REG # 2007C619000339 \\ C8 RIM=23.46 / 1 \ IE 6'CONC(5E)=22.1 RIM=25.30 )NC(N)=19.1 NC(E)=20.3 NC(S)=19.3 NC(W)=20.1, C8 619=26.48 1 IE 12'CONC(V')=21.2 IE 12'CONC(SE)=220 CB RIM=25.92 IE 12-CONC(E)=21.0 -"-i 2 --IE4CONC(W)-21.0 RIM=27.22 'CONC(S)=21 5944 RIM=26.23 IE CL CHAN 10' NW/S/E=16.0 FF=28.8 COLUMN 10' CONC (TYP) WALL CB RI14=27.54 IE 12-"CONC(N)=23.2 IE 10'CONC(S)=23.2 \ L/ ■ 5SMN'RIM=26.57 6•X10• '61. CHAR 10'PVC '(NW/S)=17.6 CONNECTI IE = 16.7 CONC. COLUMN 22LF6• SS 0 15.6% RIM=27.50 IE 12'CONC(NW)=23.°SEAFOOD 6. 9>3CQ'coNc(s)=23.1 $DMH R -27.32 ; # ,IE 12'C C(W)=19.8 6'X10• WYE .�! IE 12-C NC(E)=19.7 CONNECTION IE 12' C(N)-19.5 IE 16.61 •I 0DMH RIM=27.24 1/1 16 16"GONG($)=-24:9_=V AN NO��,��/ 1114;,...4) ��� 8' GREASE IHJTERCEPTOR M '�y�. Ryj'.S_ ' © SI!" U 'D CAPA� T / � 111 G ON ss r•Fr%r o o NNECT GREA ,`• AP CCirUMN IM®2154P% CITY :1T_,i • 6(8)-23.3 IE = 21.32 25LF 6' GW 0 1&3% =28.8 6• GWGD BRIO( IE = 21.39 rbc+:i E OUT 21.43 68 IE RIM=27.28 ��4 EIN=21.63 11>• RminC SSMH RIM-27.28r..,� CL CHAN 10' (8 rr•rr aerLA 6LF 6 1 4LF 6•GW ' :RI, 6489.40.24‘1/15."89.40.24'®® W15.O% CO u N %,..� 6• SSCO 6• SS) 6® g% J 6 GWCOGWCO��-' IE = INTERCEPTOR M 17.70 0 gi NEW LOT A NDING BINDING DEMENT SITE PLAN 3 0 x y N IE = 21.95 CAU. 48 HOURS BEFORE YOU DIG 1-800-424-5555 O GRAPHIC SCALE SO IE = 20.56 6' SS00 IE=19.97)011 6' OGW 0 20% FFE 28.8 ORAIN 14' CONI,. 6' GWICB'-" IE = 22.80 YD RIM=28.60 13-PVC(S)=26.4 YD RIM=28.63 IE 13-PVC(S)=28.3 6' IE CB R1M=23.43 % E 12'CONC(E)=18.8 371E 6 0 \RIM=22.57 SSW" RLN=27.48 E�NC(W)=16.3 E 12'NC(E)=15.9 CL CHAN 10' 8'(NW)=14.9 (6 x&o.VDE 4 IE = 14.48 YD 619=28.67 IE B'FVC( W)=26.5 GREASE INTERCEPTOR 261E 6'GW 0 20.0% VENT POST. GREASE FF -28.8 VENT UNE TO RUN 6 $SCO UNDER EX. WALL �1EE• = l„ GWCO Q 28.64 5 6' GWCO IE = 19.44 1, My A.F.N. '391852 TELEPHONE / CO. EASEMENJ/ CONC CURB ASPHALT / CLEANOUT #1 z a ea (SAMPLE TEES% i IE IN IE OUT 70 0 0 0 6' 0 PIPE OUT CLEANOUT j2 (SAMPLE TEES) SECTION A# 1. REFER TO SWAMP OF MESE SYMM = 2 =MEM 23 DAYW80'RE8&VE SIRB401Hh•ISO PSI a REBAR: ASTIR A4115 ORME 6a 4. Af.9t AS711 M1.1 GRADE e11. 4. 0ESIO6 AC481833 SLIMING WOE ASTM G8A 18110!93 STRUCTURAL OESRM LOADING FOR/GNOUTHC ORBECICNAL PREC,ST CONCRETE WATERAa2WABIEWATER STRUCT1RES% 0. LOAD& HID TRUCK WHEEL WTIXSO%1MPACT PERM/AIM. 8. FILL WITH CLEAN WATER PRIOR 70 START UP OF SYSTEM. 7. CONTRACTOR TO SUPPLY 81NSTALL ALL P8'1(G 8 SIMPLDSVIEES. 0. ONLY GUY WATER. F70OSoT DISHWASHERS. BLACK WATER WW1 BE CARRIED SY SEPARATE SIDE /CB 811.1=23.65 IE iP'CONc(E''=10 0 261! 6•GW 0 20.0% 3OLF 6' 69 9.07GWZZ RED RIBBON N1 (Di FEU ) 1 inch - 40 !t GENERAL UTILITY NOTES 6' GWCO IE = FF C8 R19 IE = 1:CONC(S)=20.8 NOTE: UNABLE TO DETERM'= IF PIPE TqGRtASt .P -T 12'POLE DIAMETER T 2 OUTLET CENTER ON INTERIOR WALL 6•x8• WYE CONNECTION FF=28.8 IE = 14.11 BIKE RACK COWMN BRICK FF -28.8 BRICK • GW IE = 177.. 02 It = 14. 31 CO0 zcce .6 GWCO IE = 16.89 IES IN = 16.85 1E1 OUT = 16.6^4 T �StlF;6 6, GWCO x IEIm 16.61 - ),5 MH RIM=27.61 ; 5 8 (W))--14.1 I" S01411 RIM -27.57 IE 1K.CONC(N)=206 16 14 CONC(E)=20.4 IE 12FCONC(S)=20.7 EX. FI4 �A a • �• 91) e) SIZING CHART DESIGN Weber Of Mats x Wats flaw x RaaLYRO x Stange - FORiSLA P PI5 Han Roe 948 Foam li=e r'arraaiz-'a� `a' ii�ia`i-.`rairarca. .! iu•,la r• M-Ziirarra.a'arra. artaraaex-ar&TTa Err. a�.r �.aaca.tac;_icuaaca.uc �...a�arta ata CT�..1-..�7TiFL.iCLJF'.r4i! J©lTi4J[2'iF�i t2i City of Tukwila eOr10aHA GREASE INTERCEPTOR SINGLE YN .TWRH 005181.8 BAFFLE mum 81-04 Leas.. m.m I on mins SW 52 END. CA BRASS C.{(P 21' III 35 TELE. ESM'T11' .F (8212081832 - EASE INT13itEPe9V �ZE (>f4(114c0WEV '�� METER Box 5000 GALLON \\ 99 \ r� RCTO\R1 b-- RIM=24.12 IE 15"CONC(W)=16.7 IE 24'CONC(E)-15.7 IE 12'CONC(S)=16.9 30.,901, 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD 4. SPECIFICATIONS 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 SURVEY 5, PREPARED BY APEX ENGINEERING, RECOVER 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFI1NG FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED 6. SITEWORK IMPROVEMENTS IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK 7. WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL 8. HAVE MADE. AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED 5, LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR 10 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING U11UIIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UT1UTIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR MUST CALL THE APPROPRIATE U11UTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTIUTIES AND EXISTING IMPROVEMENTS WHICH CONFUCT WITH THE 11. PROPOSED IMPROVEMENTS ON THE PLANS CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTIUT1ES. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTIUTIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECT TO ANY EXISTING UNE. MINIMUM(GRE�ASE WAS AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. ALL MIMES SH LD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 111 VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY UNES, STORM UNES AND GAS UNE (EXISTING AND PROPOSED), THE SANITARY UNE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING. THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18' CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). ONES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKAWNG. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LIALMUIVRITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE GREASE WASTE AND SEWER UNES. 13. ASG 1V�Y INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTIUTY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE 14. CONTRACTOR SHALL COORDINATE WITH ALL UT1LITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS CITY OF TUKWILA UTILITY NOTES 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 WISHA REQUIREMENTS 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE UNES SHALL BE IN A A TRENCH WITH A 5 MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIUTIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. GREASE INTERCEPTOR DETAIL CROSSING TABLE CROSSING URL 1 URI 1 IE UTIL 2 URL 2 IE ( 6' GW 22.35 6• SS1 19.77 ® 12' SD 24.05 6• GW 17.48 ux 3 6' GW 22.8 10' SS 14.99 CD WA ±23.5 6' GW, 21.50 4 10• WA ±23.2 6• GW 20.29 CD 6• GW 19.3 8• SS 14.40 u(2.(2) 12• SD 21.63 6• GW 19.13 ux 6 10• WA ±23.2 6• GW 19.12 CD 6' GW 19.94 8' SS 14.16 12 SD 21.37 6' GW 19.30 (Si) 10• WA ±23.2 6' GW 18.48 ux 12 12' SD 21.20 6• GW 14.33 Tux 13) 10' WA ±23.2 6' GW 14.93 N.T.S. LEGEND SANITARY SEWER MAIN GREASE WASTE UNE GREASE VENT UNE GREASE VENT POLE LOCATION SS CLEANOUT TO GRADE GREASE INTERCEPTOR RECEIVED APR 0 No. Date By Revision Deectiption. DeolPod By. -Ian Dais 3-18-2010 PERMIT F1a1BGI Na.. DC Cron DC Chocked IV WFF PUC) Ift. O 1 3-29-2010 PACLAND CITY COMMENTS ,r ��--:>�3:'��u'�'Fii3:'ia-3'rx.�``.r^ a`�,'�FR1.:,"1.�-1:�:6 if �.::t�'�S^::.��'�`.:k tk;:(•�.sir: �r7=' ��7�.1c, w,. ,�wr.:ry*� SEAFOOD CITY SOUTHCENTER MALL TUKWILA, WASHINGTON 1nCLO�MMLJ • GREASE INTERCEPTOR PLAN C-3.0 NOTES: 2. STEPS SHALL BE LANE 1P-13038. REFER TO SS -13 FOR rcowlElewa STEP DETAIL NOTES: INSTALL GU MANHOLE BASE LINER, AVAILABLE THROUGH PREDL GU LINER SYSTEMS (ALDERGROVE B.C. CANADA (804)807-7755) sae PNvroPPE o GJMMICIE aME s oL OWaCl NSmE DAa' (Mal. ar AMC 1 D) 041.1111.0 ,r MCL CHANNELIIATION PRECAST ELSE MOTTO 94118 City of Tukwila IDEFFI MANHOLE • 6410 =ILL Reny=R 09.03 Ammo.. BOB GINERSON, CRY ENG City of Tukwila SANITARY SIDE SEWER CLEANOUT wawa a: Gam ArTwwoL. B. SNELTON S5-03 -1=1 -LI:.1111 NOTES: 1. IN PAVED MEAS AND RIGHTS-OF-WAY, BACKFILL WITH i'i• MINUS CRUSHED ROCK TOP COURSE COMPACTED IN MAXIMUM F LETS, TO90% MODIFIED PROCTOR PER ASTM 0-1667 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM IT UFTS TO 90% PERASTM 0.1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SCE GREATER THAN 1. WITHIN 8.OF THE PIPE EXTERIOR. 4. COMPACT PIPE W. CRUSHED ROCK BEDDING TO 9014 MOD1FED PROCTOR PER ASTM D-1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). IIOI TI:180 E City of Tukwila TRENCH BECCibieAIC BACIO91-YAYE 90ff REMORA seam ammo a: 0803 08-14/33 D8-1 I „sTA 9 A- 05 Boa GB II1SON, CITY ENGIN G C<alaG OlwT TYPICAL PATCH FOR RIGID PAVEMENT .swArmCn9a9vaae tom CUT 1,1511rell 451.6%,..T 11,11,106.13 0}1•1102.1 OTSIDATISS 0A01.0) Teal" NOTES: TYPICAL PATCH FOR FLECIBLE PAVEMENT 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT!APNA STANDARD SPECIFICATIONS FOR ) ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OFA ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS). CASES OF RECENT PAVEMENT OVERLAY, ORAS DIRECTED BY CITY ENGINEER ) 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN City of Tukwila AmTO=AL. PAVEMENT RESTORATION ) .nmCa: B. SHELTON ) WIC= N, 00.03 RS -03 RECEIVED ED APR 0 5 2010 COMMUNITY DEVELOPMENT NO. Date By Revision Description mewed reu DBr. er 3-18-2010 :i:Prq•d Moi'. WIT ?LiCppi. OQ• 1 3-29-2010 PACLAND CITY COMMENTS 1505 Westlake Ave. N. Ade 305 P— /o Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 SEAFOOD CITY SOUTHCENTER MALL TUKWILA, WASHINGTON SANITARY SEWER DETAILS C-5.0 , VICINITY MAP 6EA FlRSf-- STRANDER BLVD. SEA FIRST BANK OFFICE BUILD NC RECEIVED APR 0 5 2310 COMMUNiTY DEVELOPMENT NORDSTROM DEPT. STORE STORE FLOORS MALL 3 FLOORS SHOPS MALL SHOPS MALL SHOPS E MALL J.C.PENNEY FIRESTONE OVERALL REFERENCE SITE PLAN —A PARKWAY — — 41 N SEL FIRST BANK OFFICE BUILDING EA FIRST DRIVE I b } THRU 1 corm. Twee _ FNG1TYT M .,,CE PISMOST . G> AY, -TG n PPG b, PLEVATIONS PON AOONICK, 11412 • M;KAY, GOO. TO PKI>TAI. AMR POOP e. Fe,FANID. M. CPT CANON _ >Q A,G. ,GAS.. =STAN. .41:1Y MUCK PATENS TO MIKAN •12. OPIGN N M AN? SKYYLP PACK NT MANN ICYLPTACLP IV OW men CCPCKLIP MN. LANDSLAPP M ro PLAN 07.A G PASTAS W.. TO ROA. PAST. N! Q MST,. dT.R [APO, YOM CONK -PPR GAO / D LI APR O523,0 COMMUNITY -DEVELOPMENT 0 N 0 Ii' supe tr, o0, A.ion . UDR RETAIL Nadel Studio O.. 100030* 04110Yhl*. FP. Rae Ib MO.G P. T. 310.1233/1110 F. 010105-0110 pp.* .LART CORRAL TYPICAL 4 PLACES to M M 0cn ▪ I ▪ N N 0 co 2 2 W 0 0 2 N O , 0 _ EXI5TINS LOADING AREA 0 2 N SEAFOOD CITY MARKETPLACE PARKINS FIELD +/-250 STALLS MALL SHOPS B N W 0 6 a CC CLW CC PLIC) !mf fifl ENLARGED REFERENCE SITE PLAN HARDSCAPE PLAN KANN 0920 AR -1.1 1,1 Z1-1_ -f- C.= RAREHOUSE/STOR.A.SE I.E305 5F 0C4. PRODUCE LOACANS AREA 62.2. P PN.LG. EX STING MALL N.I WAREPOUSEASTORASE 4/60.3 SF 3 10 OCG. SEAFOOD/MEAT PREP ipaq SF 3 6 OC.4. PRAPAAALY SALES 1,501 SIT 45 OGG. CANINE. AREA ipiq SP 4 72 OGG. KITCHEN .214 SP 7 OCG. PREP AREA Resq SP 3 5 OCZ. EXISTINS PUBLIC. RESTROOMS NORTH 1101 E 6 PROJECT CRITERIA • EXISTIMS 1940 STORY BUILDIN6 • GONSTALGTION rrpE 5 TYPE II -V FULLY SPRINKLERED • TOTAL OCZUPANGY, 851 OGG. • TOTAL EXIT MOTH REOUIREDz 125. • TOTAL EXIT RIOT* PROVIDED. 144. • MAXIMA TRAVEL 01514908, 165' • RECYCLIN6 AREA REG:VIREO, 182 SO. PT. • RECYCLING AREA PROVIDED, 192 SO. FT. EXI5TIN6 FERVYN'S HAD (2) L0ADIN6 DOCK SPACES. n) COMPACTOR AT 610118.81A5T CORNER OF B3.06. SEAFOOD CITY WILL HAVE (2) LOADING DOCK SPACES AT NORTHEAST AND SOR(HINEST CORMOF MDR, . (I) COMPACTOR. REFERENCE PERMIT NO. 94E11 51TE ELM. I WETY - CAD -020 ELECTRZAL - - - EL1081050 WITE *100, 110 120 584/01:0 MARCET) OLD& 6 WETY -D10-022 ELECTRICAL - EL10-0056 HEALTH 818ISCCO5 WIlE *130 044•104/CJI11 8126. 6 SAFEIY - D10-023 MEOHNICAL - - - 1110-011 PLLPB1146 - - - - PE40-001 W17E *140 (POW 0605 13.06. SAFETY - 0108121 MELIVAICAL - - - M10-030 ELECTRICAL - - - ELIO-0055 lEALTH 58.I0706 91I7E *150 NAUMCS SNOW/ 6126n SAFETY -1:40-014 HEALTH 51801900 RECEIVED APR 0 5 231 COMMUNiTY DEVELOPMENT OVERALL REFERENCE FLOOR PLAN 1 viesimerm•••••••••••na umbe• ouse•womannig•••••.samera•••• sooner 0:••••••••••••••••••0•Man. M.1.•••••••••••• 21.1111•01TN: 01.01.,0 0.1110,1,,1/11.21 10 awl 6001•1110, 04.10 MI. 1ral 11.10.1111•TIAL 03.01.111 Srd0.0.1111J00TTA, /CAW. NHDEI RETAIL Nodel S6411e One. Inc IWO Be. Busly FasIll Roe Ar6Fea, CA NOB 7.316052300 Pramdelracen A-0.0 O O O 0 O 0 0 0 0 0 KEYNOTES LA P p CART TO R TOMI.KERiAl2 /TO FOR 1.12.01,1 FNMA LAP PIAT AMP MMMPP.PM ASO AMMO m,. Fu. LEP P POPO aIMRaPOMP PPP FOR CURT PLY MirxeaTaat a:atMOa1TM. 111114 PLASTER PP TO Fa PAPP. 11 nem PRIMP PAPS TO MVP 20., PE TO FOR PO O.FPO AAACmeaeomeTMO.ePFLOOR FUMPP •n PPM 2PTmTO1Inr:A IMPIPwMm ,aOWTM PVED see 09 P,•11710Twareteem = mcTm! PAD PPP Pa AMR PPM FUM AMC Iv vete MAL roma o mane my Na. TO eerie wow MP mos uoFa MT MTa S:1St 1 O MAcicmnlAmmo umeta0 O x. 101POLP N DELI P01MMAF mlAowe eta ere a&A n0 OM Powe ODOR PP WATCT FI®1000R 0 Oe 1R TLMT. 0 0.10W 221•102.PR 0CIPC. PFI01l COTACTOR O a TM WON. a 2s1rc.. C,M..P O Ivms TCAs over Mnxa muawllel AMMO O IDEM MEAD a 0 0 0 AMP t• FLIT.. FFeI AT MP Pm OF COMER MTNm MT PARLOR MAP TO AMP PPM 14•91•16 MIT PIP TO PTA MATE CaaaP 10 PET NO ATM MAI PM naPO Fm. emnT..aED TCPCM1rMLA MIO! 1r PM. MLC 1•172 area. PIMP AT PT OP caA FLOOR PLAN NOTES L POMP „Mar aerprtoce PRONTO A T. MI AM2 OM OATEN1a MMALL nr POPPY MT N MDOMO CSMA PPR par IMCDMIT MI MOP TIP FeeM 11aT IP IP RIP PTIP CAMP LP NOT TO . IMMED 40 IONS Al PIPPO ADM CAPP PM DIPLAP M F02.NMW TAM MALL LIE COMM PMILPpin DAM CPA A 5101 DMA, MOP TO MAP ELLE FPS F6 M aC1eTMT TOR POI • ALARM FOP ObrMaP FLIM • 00.Pune•. Wiz=^Y. P. POOP PPP oaarwcaARE TAMPA AT LEAPT aP MALL R A.M. RO.amFSanT. A PATO! stemmaCOMR• EPP OF PPM* MPG TOP CMDR. PLED APTCITE. IFI.Pew PC OPTS RTIMMTAIIPS PILL POP X "MA CP NOM IT. 11. PPR TO POM. Fwal Paaul MELT .TFL FOR MMP aceaml O. TAPP TweDP PIM MOM. CLOMP MPS• ALL CAP ani Ma. emmCIIMP ITP. 1. PCEMPLE PPM 001Pwwm DPPPO PE1a11`. 11141120. taxM».eMOM FLOOR AT RAPT OPOML EDP 10 PM FORP,ea1 CO PAao. PPR MLnem'AMMO Ten PAL ADM 1. MAP AU MOP PAL Au PMS PTT MP 0PED TO MAPSPU. ane P Pa n. MAW 11. FPwaP MIL ROMP AT COMM ELLMOT. PINETEATIMA OF PPP 71091•00 MUS FLAMP LMO w PCP POMP TMLee twat= re Melee a. MO ml ova P.. .Im MMS IMPIM T FLIP MAR RP MVP PTMPPPM TRAP. NM PPM AMOR AO mi CIF. Me PM. EIS. mal IED APO. tale ea OPALS M. PE ELECTRACIL IPmuww TANGO FOR ° 'iiomams Ad MPD! API ad MCP DAMS COMP T 1wLA Mao roo"c tale era 1..0.1a M. PE 14:0141•41. POPP POOR PPM. DAT LAMNP11 0Yel MEM a TTPATIMP OOL ml PW. PM WM ea were. CaIRPTM e.M1 CMPTMR e.Ki a 0P POF PFPFCAM w®1 Amo n ▪ Te MAMM. 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MLP FOR IAP MPMMTIOI LEGEND FLOOR PLAN 1 PALLISMI m11.022 Tee. nei wars TO REPAIR MSWMU. A/1 P. MVP MMI mrlu mer Deem Mu O,wlm Or WAIL GOMM IA RP. Mu ® 00 MO ParnAI Ma. 1•• PM. AM M TO PPP CALM LAE 1•1 TO I cT2 No mem, vow 2: P<r l.waFAma Mu 60 coaxal ME= KW. P7 04 COMM. RECEIVED irsa eoe..MTFOI RPMPT _:LI - .0. M PIM 1•L 0 5 2510 ®. MLA. PPPOMAIM. MIMMUNITy DEVELOPMENT M2.wT.TrM.T.110 PaaaPTTM:Dim p TAM. PAMPA, POET Fa NM DPPe.emARLA FLA• P.Pe.MP..,TALM.1.I0 NODEL RETRIL Node Sado Cre. Pw IWO Pa. Neees1M Fare As LP MTS.. CA 10015 T.310.0203100 F P10.@POIPi wleyre en FLOOR PLAN A-1.0 POOP ORR ROOF PLAN KEYNOTES ROOF PLAN NOTES ROOF PLAN T,. MR ROOM MOO. ATM..<ev=SO . POOP ROSA Mm104. aunwn..nw,wKww.a.FOR AZOITOl..w. CORIA.TOR TO OPOROPIATO LOCATION OI OR WO ROOM. MO MOM PRIPPOIT . COMPACTOR TO ROAR MO MT. COSMO OPPLJPOS POR ORM TO PlIOONT LOOM T. TROMATION OP TYPO 11040 MART MART OVAL Pe WORT., /V LOG THAN la ISZT NORISONTALLT PAM PART, Or Re We ORO:MOOD MAW PM 0 RR POI Nun A. RECEIVED APR 0 5 2310 COMMUNITY DEVELOPMENT ORPAFTTAL: MAORI RD. SUIPAITTI.M.1 molp. RIAPRITAL Oslo SOU. .08 OARRTTAL ONO. at ORRAITAL 0.1.10 NHOEI RETRIL NW. SUM On.. Inc. ONO Se. Bundy CNN. FORM Floe In Ma.O. G0000! T. 010.2.2100 F.310.OE0161 R-0....reew ROOF PLAN LO 09293 A-3.0 NBDEE RETAIL Nadel EXTERIOR MATERIALS & FINISHES . WALL WA.. OW ELECTRICAL PL.. Z01/61160014.11901=21210I 0 suss mot Re..vtm mama coFm. suss RT9Oyn [ fl o mama iOO 0 IF rm. rum am 0 .• am. meet .A.a.r-a tames rad Iv rao ma 0 sacs Ree.L n ca.eel or MR.. COCALlE o .,e. PRECAST comm.aPc me ean. oR ns• .Rase ow EXTERIOR ELEVATION NOTES EAST ELEVATION 1/WALE CO TRACTOR OW. WIC, ALL COMM MAWR.L. CCLOR. NO M.. RECEIVED APR 0 5 23 3 COMMUNITY DEVELOPMENT EAST ENTRY ELEVATION WALE ELEVATION SOUTH ENTRY ELEVATION PARTIAL NORTH .. RETAIL Nadel MIN 24 RAE ONE REAL v'moen...cr CORNICE. GER 140 PINE PARE - PEE ro EWE O4OG` - xG.e vO• nrrooO SI W 000 ont.. PRE ;ED MATO CLEAT m ® OTT I DAL. amE AT c SLOPE KEYNOTES 0 A ALLEN OR Don. ,A, OGEE, PAINT TO MATGAI ADY.ENT SERFAGE. O ONE METAL PACIA S OLEANe RE AATTAAC T3 51 PARROTT BLEND ALLELE (ACE COEN COVER A. CAnTAi RAE .IARPSPE EK S. B GR AM NALL PE+eT AIN RECAST ELITE PANEL EASE TO MATCH CNANP BLOCK REAREDM. CANOPY HIOLDIN6 ~A yI. ,,L PARAPET MOLDINb CONCRETE ERN. snr+ eE PLASTIC VAPOR MEER EMEC PAVE ON TARTER SETE Ma ERIE VEER ETN Lax TES - STO BEE PERE .200A LARTSU.Se MT. STD PRAM. AT b' OG. STEEL ESE NES ENT EETE T,reA.E ER EALVAMxLO TEAL EC ENTERICmum CONCRETE BRE. AST C LEER TEAL. ° ° MEAL ROOF DECK N„ R Ta, ERTEVEO N e UNDER 1.A. ETT OVULATION R -a BATT E 4• MEC VIER 02. MELTE EXTERIOR WALL SECTION NOTES L SS ,T1EKM/t LRAIi. FOR PRAeO., SETT. ALO CONCRTE PEELS ] CONSTRUCTION Er SE PROVIDE IN ALCORDANCE PEN SECTION 700 2 N TA FOu.OMw LO -CATION. A. IN EEL= SPACE/ OF STUD MAE MO PARTIES. IEEE MAE BN E K.eO O. OON E m RTOA A DN„O .T,O. s ROAR NO, AND CPT GELM c NCONCFxm' BOER CR _xArs BEE STA a SEERS AT TV Ta ANO PALLS L CSRRUN AND BEEN S,A STAIP'"LRS AaLAPINISIN LIE .' AM IN MESS .1,10.11.0 VENTS. PIE DUCT. CAPES PELEE .0 EILARL OPEESS T.. MEAD A PAEAN. ER TIRE AT CELINE O FLOOR LEL MTE NNO COPETOLe Lun,RI LS Aro TOP, IN AT TE CON>sEV ES SO THAT T. ARE OF nem PIC.E.LED ; IEEE oOES T E PE T. F., _ P. IN ATTE. WEVAIROS OJT IN ENERELED SIMILAR C.C.= LLED YnKOiw. GC®.Gq> >r. CR IN LICE ET NANAEI..PM,ENNERPER DEAL EINE IN PANT STOPS CO.TRe Tt9 err YlF CIO,Ntl E REEL, POR TV P E. REO APPROVER LB LIELATELT SET RECEIVED DEVELOPMENT SEE OVER 15. EXTOUTEt PACE CURTAIN PIALL LEAD, HORIZONTAL INTERIOR ELEVATOR PER FLAN EXTERIOR CURTAIN SIDE CORNER ENTRY SECTION 1 ql^, ul&'PyIppIIIIIIIIVIiIhm NOLDNIHSVM V1WUllll 11VW 1fiUN0HIl1OS 9q8 133149 31111 11'P1f iEr1i 00 0 J 7F1 f LcE rff U V ILLLJJJI ILI LOJ O O LJ M L. J nO "'o 11J g 0 s -g 4 3 a S0 W 1 Yfi E && .. I011il 1131dillill PikM V rdiii ry 0 -'1%11111111/Phig i iii €ll riiii gq..nq111171inw q, n g g q IN nnqH iltrlii 2 0 Q 0 0 a 6 § 4 R F $ " EYE 141 ; 6 @ ¢ 9 F1 11 11 11 11111 ;1 144 n $ Oi PI P`aip 11Yi e & 111 ga u sit 011111 d 4 11! Ile 11 Y 41 1P. 1160 NI Y ,11 11 ill illi a vil ! W 0 8 0 0 a 4 a 8 trig_ - a ;s s a$ R51RR Ril§o?gss 114'T 3 LL t8 mit . FIR? 'AR 7R mA 114 i 333! 3 F EPs 8 a u.3 0 a 0 1 W 0 0 4 a z 0 m >1 yy an.at .. 3 ffi :.ffi :g> lig P kN 1/211 DRIVE BUILD G THE BON NORDSTROM DEPT. STORE STORE FLOORS MALL 3 FLOORS SHOPS MALL SHOPS MALL FIRESTONE pOST OFFICE TREE INN OVERALL REFERENCE SITE PLAN d, 1 Nadel IND South &nth IMM Fourth Fbor CONSTRUCTION NOTES 1. OWNS Uro 8,6,116 - PROTECT N PLACE. 1 NEN GREASE INTERCEPTER PQ RETM. ABOVE PER CRY OFT31 65-1* - LOA GALLONS 3. NEN CREASE Wi6QP1E1 PRB RETM. MOW POE CRY CET. SS -41 - 6.000 CALLON& ♦ 1103 r EERMBAR AT a BM. RPG 0. CONECT TO MST. SERER LPE AER RPE - TERMINATE IN PLAINER ). NEN MANN. PER OT' CETAU SS -04 T 1 E (E/N1-18.9 EI20 VC( '40 1 PARTIAL ENLARGED PLAN FIRST BANK ICE BUILD NG NOTES: 1. MAS. PIPE DIAMETER MAY BE LIMITED BY PIPE CONFIGURATION ORAS DETERMINED BY ENGINEER. 2. RUBBER GASKET AND GROUT AT ALL JOINTS. 3. GROUT ALL LIFTING EYE HOLES. 4. SEE SS -08 FOR ACCESS AND CWW NEUZATION. 5 SEE SS -13 FOR STEP DETAIL. 5. INSTALL PER CHAPTER BOF THESE STANDARDS. • APPLIES TO 20 OR SMALLER DIAMETER PIPES MANHOLE DETAIL NAT CITY 6 MARRA RETA0. 35-91 PLAN VIEW SCALE CB RM.1130 IE 21Y3NC(N}19. E 12.CONC(E).4303 E 12.00NC(5}19.3 E 12.1703C(R).20. CB R15.23.18 E 6'E0111(3E)- 1 CB 5131.23.13 E ir00N0(E).13.8 CB RN.2192 IE 1r00RC(E}21.0 E 12'CORC(N0.21.0 55191 RM. E 0. OMAN 10 149/5/E.15.0 110 SCALE MOTET SECTION M 1. REFER TO CRAFTER 6 OF T 10.9E STANOAR08. 1 CONCRETE SS DAY COIPRE39NE SRiFNOTIM• 1500 P91 3. MBAR ASI74M16 GRADE 60. a. NE. ASTM MISS GRADERS 1. ESPOPJ: AC131643 BUROINO 000E ASTM WT WINOSIM 6TRUCIURIIL DESIGN LOA FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES. S. LON. H2O TRUCK WHEEL WTT1130N IMPACT PER AABHTU. CLEW WATER MOOR TO STARTUP 10 SYSTEM. T. COMPACTOR TO SUPPLY 3 INSTALL ALL PRNG•...RUNG TEES. l ONLY CRAY WATER ErEPT DISHWNDERS. SLAM WATER MWL BE CARRED ST SEPARATE SIDE SEWER. CONC. COLUMN GROUND FLOOR MALL SHOPS SITE UTILITY PLAN GREASE INTERCEPTOR Iro-EAND a.. 4 SITE UTILITY PLAN SCALE I 1 DESIGN 0000004 Ot MN. x W00t0 How xRRNIGMI x SINEW • 14108 FORMULA CONC. COLUMN GROUND FLOOR MALL SHOPS SITE UTILITY PLAN GREASE INTERCEPTOR Iro-EAND a.. 4 SITE UTILITY PLAN SCALE STING MALL SUITE MEM 25,1 50. FT. SUITE 252 50. FT. EXISTING PU5LIG RESTROOMS OVERALL REFERENCE FLOOR PLAN OVAL RETAIL One, Inc. 1090 South Day Or. NORTH FLOOR PLAN FLOOR PLAN NOTES MAIM PJ MGM.. oecicerwes. OCGRSTANI. NaACN12 V TNT. AMU OM COMM ISM CI VC 01.11AwN...0.MCOMA Male NOT [KEA* OMTM, S. /4.12. NM 1P Cr. CANTOR Lir NOT 10 1. 0.126.12 CIRCOSTCS9alLS MT. Or A S WART VISIM2 TO M. FNM 1. ATM STAKE. STM KIKC.PJR MPS• NC CAS.1 OWL 111111.01135-m. LEGEND ROOF PLAN MORM ROOF PLAN KEYNOTES ROOF PLAN NOTES Nadel Studio One, Inc. ROOF PLAN MEET SD..,al.TTA.a.o.6 ND..SANTTAL.1.0410 BD..USI.TTA:61.T.16 NADEL RETRII USN Swore On., Inc Inn 3011e1 BuN2.6,e FoS Rev T. 310.6203100 F 3100160162 STATICS "AMITTSI EXTERIOR ELEVATIONS 00.0040 09293 *ELI RAMP EXTERIOR MATERIALS & FINISHES 0 0 seer 1MTM. ,ANA 0 o .u6TAN.w,..LArne mare, EN o Pert A scam - SWF ew.ee woe* rmtr.re reo... o PETALS LOSTOOD aoww FOR MOMS rernwreen i o AILOOBPO,ANO P,e, mann. cr., o AWOOBaO,AM. mum EN D REPLEOTre MASS PAWS, o Ell Atom., WIGOOTntr? o ...n A.Aoscrew. DRAMS,/ 0 la RALL . ] S c F.G EL2OT.rrve NNIJBA 0 nALL KVrte. 4.unB. MOSS - Ln1ONA UOMMA n3. 0lTAL ANSE/ ZIN Me morm, memos, 11120412/161ERIALL.41211211121.1211316ft 0 .LAS MEEK RE a CED CFA COPS E6 . Berea worm porn vane nen © .•e16.awmLe,wNw-ru co. ,vn•.n..ecTw, mac m'e'1LB J 0 .• PRECAST ...erre BAOnn PRECAST OOre MEDALLMEDALLIONua0 Q. row Rw4 MEDALLION OV necn 0 x• wearer come. -B El SECTIONAL OVERMAD DOOR - --- - FMr 1 O _ — . tl• / PO Ott +'✓ ✓ 7 / yv. J re. c. ie 0 0 ❑ 0— 0 0 0 0 0 0 r----- r----- i r -i 0 0 0 0 0 4— 0 ---' I I L J L__— 1 1 1 __J L J i -fiT. 60^`--j ' - 8.-- e - a e 0 en.CCU...ovet CAPITA.. BPS Es 0 ` 0 0 0 e B E IJ o B B o EN 0 0 0 .o EXTERIOR ELEVATION NOTES EAST ELEVATION C.,SCAN-E. 1 EA $ a hi O© O O n 7, 1 1 '. MOWED MEGA ANCAL ea<6,rerT SHALL :..PLENEDFRC. MOUS. MS2. CONS.LAGTOR SMALL MRS, ALL STRIPS NATeuAL,COLO. AM nNNO TV TIM .AAVRECT. Ner DIS.r.INFAMAS NTS SMALL newertarrn. TO TM MS SWAM ATTAa.em. HICK ,. »e 15 ..uLL,R>wLrLeeit. A stmt. nraren e no , . SSW 0. S.COM.BnM."J.""FE 'FALL . : MSG, An ALSO mamma AT..nnae., mon ,Ace.,,A.A._._. .1. MEM TO P.M, OR STYLO COLDS COAT SENS APRS ME S A TIST FAT. ON TM INFECNJ-TS A"`.,,PRO Or TM AL T, O CTIOL .A. WEL !MOOETA N ASAN*, MPS BOUIPA T. ET.. TO MAT. A • ,,. A WI EN I . 0 8 L u u u q u B au 0 r ,— _ i 0 0 0 0 0 SCALE2 PARTIAL NORTH ELEVATION SD..,al.TTA.a.o.6 ND..SANTTAL.1.0410 BD..USI.TTA:61.T.16 NADEL RETRII USN Swore On., Inc Inn 3011e1 BuN2.6,e FoS Rev T. 310.6203100 F 3100160162 STATICS "AMITTSI EXTERIOR ELEVATIONS 00.0040 09293 *ELI RAMP A-4.0 PU6-0 NADEL RETRII 11 og RR 000003 03 FELT 110.41•EN A-5.0 0 O KEYNOTES 0 PARA,T PTO KN. 24 ...E wrov..I.,•mo CM CO.. (A• oeoad • PANT TO TT. ADJA00.1T AO. p 4.Tal°. CROAT PLASTER KKR COAT RR IRO PRE -COATED .RAM pGIRT AeRAL FAOIA SKEET ARAL PARAPET PATS M1. SAME p n" MALL 6, To MATCN p °.TAAI MALL 1144M6 SYSTEM p 4410846°. FA,e.t PAM Men. M., 0 MO N OGRE - TOM M TeaNT SRAM °ae1 term -47e re... ARCM= CONTIKOS MORNS PON SONARS ATTARFORS p 3044 C444440RnmRe eAM 6«wc p L1WT nOLNE - 12 GOCTRCAL ORAnI.O TIRE 24 MR •:a FM---- 0 O m o SLAMS REORTMENTS MO A-do.1 FOR WING, 6 GRe,mM DETAILS. o .'..F„M MALL toMm © ..... I.- tee taxoT=COLDO F441 o INANE, BROW 0;10:01.11220MM - ULEB MEnt .I'W-42 — — — - Ta.F A.Tc F . EN. k 4 0 •-..-;;;;;..=- .)—.--T-....4,- - - - — •- t—• C/ EF -- - t —'-- n 12 _— _ -.— al .• I 1 `. 1 ^ - - .. CO/CAM ORM m« ❑" 9 n.Asna VAPOR CAROM © OCR PAVERS CR MATAR YTTIN5 OO © 4' RIR V O@1 PER PM TR! O. ARAL !TIO CAMP AAAI! MTI OAT MOLLATOM O}% ALbMtl cILAL RP PRAWNS AT NV 0.. 9 • XNALI AeTAL SRA PRAMPO AT I•• OG. 0 6' mow L1Mrt0146! KU, ORO AMA. AT b' O. © t1T51.01413 0 NORMAL TORT CONCRETE TRANS OVER •ALFA.= ACTAL CRC 0 GRatR•RAIx MTNtw SCAT.. l 0 LA PRECAST CONCRETE aw. coven. cmMO CAR 0 erne rK O Y.O' PRECAST fMIQIO ItDMLIW A' AO.OGTOW 0FETAL 110.T OEM . na; .. _. .,w• 5••:.' 1r V. :• •' . • T ' •rv'J .:ccumi I • O 1 I I I 1 I I U b 4 b a 0MIL V 1041AAT CORMS MTM 0 1' RCA FORPLATER ACV. T1ON GAMOW lNtal SLAB O MOLATIW ov O nimcga term. 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OR .0 c OPIENNMM wSIRS EIS EDESO-P 450i DOORS%?ATIC T a TTT tTa NA NOT x Lm THAM lrr .T ANI BRAD. °SAY PL . RV OPE OR MICR SLALOMS 6 (G ten. d/ .i.me ,AM n Pj 17 H q ❑ . 1 0 - r— ' s -y-`[>•yw v' P4 i ---A, • i--.-2 'J .. A Iq ,•„ =' I7" ,,... ' r AAAA .. •(' - I ,P.. NONA .. zl ..e ... § II 1 5 1 :.t a y --- _ --+--- APPROVED MATRA. Anea,a.FT ARMPIT APPROVAPPROVED11' AT. eORTm. • = - I 1 0 i 1 O 0 j, 1 1 1 ii 1 k ."hTR FLR - 'Y.' 1_ - • - ,—R_N:• Com,-. tint T.1 • e3 _ 4. ii m: MRIIROIil 40.174241 ISIr:G;°u; '.-i .'a"' I I I 1 M6 i`M6tYR MRM.4 ? _ . i I I I L_L 1 q. .0.4• 1 1 1 1 , _! _ r ENTRY SECTIONi 1 NADEL RETRII 11 og RR 000003 03 FELT 110.41•EN A-5.0 tPui a gG ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ • WORE SAND TNN BRICK COLOR 1 ..Ila, WIN [•15T.I6 RCA. M.tm 14111111111 u] 100111)1111111)1111 I iI 1 u 1 u 1411 11111 1) u)1u(11j1)1 u)1p1)u[li)u 411 u 1 Mw Mux COLOR I MAT. fiXIETOE. MACK COLOR. TlXMQ atm P.WMERN 1.1NMOT. EXIGANY PRICK TL;;�APO ..TR1M TNN MRnc COLOR T . 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' ranTwCT1w -N Mwx .PEER TO -Ni bipE ♦LLlR TO RETAN EQ'MAR• PA wP�G pp, .46 COvER .£,.N M.TC z O ARCHITECT - PLANNER -18-09 P.M 11 P.M NOTE: NOTED [0s xwc nREMODEL WALL SECTION RCaLEr N• . T.O. Bum: JR t1m: JYDI A6.1 c1. ENLARGED REFERENCE SITE PLAN _ 1 ENTRY RA N I d HC 25 a�'R i$ = r r I = = = 25 4HC �� 31 ' w giIIrI '' 31 a � i•: �� '• I Ii� JJ IIIr $aylppt / v ='''''' trtr Sl �� // .. ISI J 30 29 a 2HC (N ;kyitirp .....r _ ,_�=a:�L;:-�i>,l'-7 `4N� 0`Y 3HC 26 Z � I �i' ,� ..v OD .0. .0 .a J, - ,�vlllll3,, . JIIII; ' �} qac ss V •OP R} tn. 0•111111O rV#11117; 6 11 pH. ; ." 'w a 9 12 13 14 17 17 17 17 18 20 p gv„. i 488E Co) a\ T K r \t 2HC 1HC L0?0 n 17 — � lid ---N CI a1 :.... , 9 —!of 0 O In 0 73 COVERED I 5 C F co D o- 0 II ,/ . v � n • c • v ` �/ e v • c + • • \\, \ -1C\\\� �‘2 . 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ALIGN AND MATCH WITH EIISTING STRIPING 'BANDING OF EIISTING WALL 186 ON \6.-8" 1' BOTH SIEES. 6* METAL STUD FRAME[ TIGHT AND CLEAR FEW E;ISTING STEEL COLUMN TO O� 2" x 2" PAINTED STEEL 128ONG LATTICE/GRILLE WITH CLIMBING VINE ‘L,;. 0" 6— CREATE [JEW WALL. FLOOR PLAN PROPOSED REDEVELOPMENT _ r oSLLIK.,:::A.1 _6 2V V el .,.L 1"iiy 1._.FF �-1 T-, 1) SEAFOOD CITY r\i LAND-SCAPE AREA. SHRUBS WITH ORNAMENTAL GROUNDCOVERS & PERENNIALS (Crimson Pygmy Barberry; Pacific Aster, Salal.).CLIMBING VINE ON LATT6;E WORK 2 – COLUMNAR EVERGREEN TREE. TYP (HOG4N CEDAR. 12-15 FT HT., POTTED) PROPOSED WALL COVER FLOOR 30X42 PLAN SCALE1 HTS 0DATE: 29 MAR 20] 1 SHEET