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HomeMy WebLinkAboutPermit L06-067 - DECKER BRAD - SC5 RETAIL BUILDING DESIGN REVIEWSC5 RETAIL BiJILDING BRAD DECKER 17305 SOUTHCENTER PY L06 -067 Cizy of Tukwila NOTICE OF DECISION TO: Brad Decker, Applicant King County Assessor, Accounting Division Washington State Department of Ecology I. PROJECT INFORMATION Project File Number: L06 -067 Public Hearing Design Review Applicant: Brad Decker, Decker Development Location: 17305 Southcenter Parkway II. DECISION Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Associated Files: L06 -068 Special Permission — Covenant Parking E06 -018 SEPA Environmental Checklist Comprehensive Plan Designation/Zoning District: Tukwila Urban Center and Low Density Residential December 18, 2006 This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Project Description: Approval of design for a 26,000 square foot one story retail building with associated site and intersection improvements. SEPA Determination: The City SEPA Responsible Official has determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). Decision on Substantive Permit: The Board of Architectural Review has determined that the application for a new retail building complies with applicable City and state code requirements and Type 4 Permit Page 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • has approved that application based on the findings and conclusions contained in the staff report subject to the following condition: 1) A landscape island shall be added to the row of parking directly adjacent to the front (east) facade of the building. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the City Council of the Board of Architectural Review Decision is permitted. No administrative appeal of a DNS or an EIS is permitted. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of this Decision, that is by January 8, 2007. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. V. APPEAL HEARINGS PROCESS The City Council hearing regarding the appeal shall be conducted as a closed record hearing before the Council based on the testimony and documentary evidence presented at the open Type 4 Permit Page 2 record hearing conducted by the Board of Architectural Review. The City Council decision on the appeal is the City's final decision. Any party wishing to challenge the City Council decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. Type 4 Permit • • VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Nora Gierloff, who may be contacted at 206 -433- 7141 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. mm uni evelopm Department of Co ent City of Tukwila Page 3 W40 01Y DESCRIPTION LAMP MANUFACTURER & JAMBER SA 3 POLE YOIWTFD SHOEB0X TYPE W/ SINGLE ARM ON 30' CONC. BASE, TOTAL WIGHT OF 28' -6' 400 IAN CARDOO 102411NG - QIC0 ECA18- 1- SN- 400MH- 120 -BHP 58 4 POLE MOUNTED 5104800 TYPE W/ DOUBLE ARM ON 30' CONE amt. TOTAL NEOHT OF 26' -6• 400 MH CARDCO U61RING - 0140 ECA16- 1- 344- 400W1- 120 -6RP IN 8 WALL SCONCE - 440U4TID AT 8' -0' AFT. ON EAST SIDE tUMI4AS 8631 -4450 -0L2 WP 12 51CFBOI TYPE W/ SINGLE ARIA 40XIN1EO AT IF -0' 400 MN (.480 O UO471110 - _CO ECW10- 1- F14-4CONH CO 0 5C 0) 0 .D N � 1 Z 1 PROJECT TEAM OWNER: ARCHITECT: LANDSCAPE ARCHIECT: LEGAL DESCRIPTION REVISED LEGAL DESCRIPTIONS APIA 16231149424 T IAT PORTION OF THE SOUII (FAST QUARTER OF THE SOLID INVEST QUART }R OF SECTION 76. TOWNSIDP 23 NOR 114 RANGE 4 EAST. W.M.. BEGINNING AT TI48 SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE N 87°4158 W, 481.05 FEET TO TILE WEST MARGIN OF SOUTHCENIER PARKWAY; THENCE N 11°5933" W MAN(: SAID MARGIN. 63038 FEET; THENCE CONTINUING ALONG SAID MARGIN ALONG A CURVE T0T(E RK7R HAVING A RADIUS OF 99137 FELT. AN ARC DISTANCE OF 22718 FEET TI IROU(RI A CENTRAL ANGLE OF 1310808; THENCE N 1`08 E. 74.95 FEET TO 11 TRUE POINT OF BEGINNINCA THENCE, N 88°51^3• W.69 FEET; THENCE N 1°0531 E 12 FEINT; THENCE N 8!5121 W. 38 FEET: THENCE S I"011 W. 12 FEET; OUNCE N 88°51'13• W. 195.64 EDT TO THE CFNTFR OF A RAILROAD EASEMENT; THENCE. NORTHEASTERLY A11140 SAID RAILROAD FASF.MFNT ON A CURVE TO THE RKMMT. (INTER OF SAID CURVE BEARING S 56°1551', SAID CURVE HAVING A RADIUS OF 4(038 FEET. AN ARC DISTANCE OF 102 FEET THROUGH A CENTRAL ANGLE OF 14•If40": THENCE N 12•530' W. 3338 FEET; THENCE N 4°3426" W, 50.16 FEET; T &NCE N 1•41'39" F_ 54.76 FELT TO T LE NORTE MARGIN OF IE SOUTHEAST QUARTER OF SOUTHWEST QUARTER: IM9NCE s 87.5553• E 250 FlIT 101115 WEST MARENN OF SOUII IOENITR PARKWAY; TECE S I °0875" W. 21133 FEET TO THE TRUE POINT OF BEGINNING; ALSO KNOWN AS PARCEL B. CITY OF TUKWIlA BOUNDARY LINE ADJUSTMENT RECORDED GADDER KING COIMTY REOBRDING NUMBER 7811290697.1 TOGETHER WITH THAT PORTION OF PARCEL B. CITY OF'TUK WILA BOUNDARY LINT: ADJUSTMENT NUMBER 89.1043IA. AS RECORDED UNDER KING COUNTY AUDITOR FILE NUMBER 891227042 DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTB.AST CORNER OF SAID PARCE. D CITY OF TUC WILA BOUNDARY LINE ADJUSTMENT NUMBER 89.10-BLA; THENCE S I W. 54.740 THENCE S 17426 - F 50.16 FEET; THENCE S 1? 24830 E 3338 FEET TO 111E CENTERLINE OF A RAILROAD EASEMENT; 'THENCE SOUTHWESTERLY ALONG SATOCERFRLLNE ON A CURVE TO THE LEFT. CENTER OF SAID CURVE. BEARING 5 42°0191 "E AND HAVING A RADIUS OF 410.38 FEET. ALONG AN ARC DISTANCE.. OF 101.99 FEET TIROL C>H A CENTRAL ANGLE OF 119476"; THENCE N 88°51'23" W. 33.13 FE3.TTO A POINT ON A CURVE TO TF.. MITT. 30 FEET NORTHWESTERLY AND PARALLEL WON SAIDCENTERIAE OF A RAILROAD EASEMENT, SAID POINT BEARING S 5r4371 E SAID CURVE HAVING A RADIUS CV 44026 FUN; THENCE NK R11IEASTERLY ALONG SAID CURVE 114000011 A CENTRAL ANGLE OF 14 AN ARC DISTANCE OF 110.69 FEET TO A POINT 30 FEET WESTRLY AND PARA11F3. WTI TIE EASTERLY MARGIN of SAID PARCE, B CITY OF T:KWIIA BOUNDARY (LNE AMUSEMENT NUMBER 8410 -BHA; THENCE N 12°28•30" W. 4839 FFFT ;Tff.NCE N 4•34'26 W. 5317 FEET; THENCE 1 °41'39 56.60FF.F.TT TILE NORTH MARGIN OF SAID PARCEL B CITY OF TUKWILA BOUNDARY TINE AW11S1UENT NUMBER 8410 -BRA; THENCE S 87°55'53 E ALONG SAID MARGIN, RECO FYE1I0 THE 00(448 BEGINNING; SITUATE IN THE COUNTY OF KING. STATE OF WASI INGTON. PARKING LANDSCAPING FRONT PARKIN IANDStlAN0 8(4805ED: 41 STALLS a 15 S.F. - 615 Sr. PROPOSED 626 SF. 8AC3X PARING LN40SCAPVN0; (10438ER 85TALL5 0 10 SF. - 80 SF. PROPOSER 303 S.F. 8(3 DISTANCE TROIA STALL TO LANDSCAPING IS 90' -0 •PARKING NOTE 5C -3 (17401 (OUOIGEN/ER PARKWAY) 6614 90 PAR4640 STALLS AND REDUIR(5 ONLY 66 STALLS SC -5 (17305 SOWHCENTER PARKWAY) WLL HAW A COVENANT PARKING ARRANGEMENT WITH SC -3 TO 115E THE 20 SPACES SHOWN. SITE & BUILDING STATISTICS USE ZONING: OCCUPANCY: COAST. TYPE: COIF STORY 01055 SF: ERRE LLG EVANS 10 I 4 SC 3 LIC All AS TENANTS N COWNIN BRAD DECKER, YNAGER 117 E. LOUISA 5T. SURE 230 SEATTLE, WA 98102 (206) 545 -4964 (206) 545 -4952 CONTACT: BRAD OECKER DIAL LANCE MUELLER & ASSOCIATES 130 (380581 SUITE 250 SEATTLE. WA 98122 (206) 325 -2553 (206) 328 -0554 FAX CONTACT: BOB WELLS 0830 plen0lmw.Mr.com SIZE DEVELOPMENT SERVICES 310 208714 ST. SE. 901401. WA 98012 (425) 481 -9687 (425) 485 -7199 CONTACT: DAVE DOLUGHOITY NOR: one.sdsOconro>Iset LAUOSIN R OE1HUNE ASSOCIATES P.O. BOX 1442 MAPLE 9ALLEY. WA 98038 (425) 432 -9877 CONTACT: UNO611 BETHUNE E1)NL• 16.1huneOn dspri iq.com 9uu1 RETAI. REGULAR RETAIL & 5TaWGE TUC VB, 019540(10 25.814 SF. EXTERIOR LIGHTING LEGEND L ELEG 6ETER5 3 GAS METERS BRIE RACK FOR (3) EMS F.F. ELEV. ° 27.00' RE140VE EAST. TONY ROWS BLDG. USE: ZONING: OCCUPANCY: COAST. TYPE: ONE STORY GROSS SF: NET SF: PROPOSED RETAIL BUILDING ' —5 25,814 S.F. 23.881 S.F. PAWING RE0'0.. BULK RETNL 19,87604 0 1/400 50 REGULAR RETAIL 4,00501 0 1/250 - 16 STORIGE 1,046 0 1 /1000 - 1 MMHG 5HONNt 49 STALLS • - 5514 69 STAGS T• AL 14 COMPACT 2 53 STANDARD SITE AREA 61.509 SF. /- 117305 SOUIIICENTER PARKWAY BILK RETAIL OULAR RETAA & STORAGE TUC M EXISTING ETWW ALLEN FURNITURE STORE (RETAIL) SOUTHCENTER PARKWAY F RE DEPT. ACCESS 1 l •ICINITY MAP N.T.S. ETNA! ALLEN PROPERTY E7 WW ALLEN - PARKING ING • • b sheet A1.0A Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION S i As HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non- Significance Project Name: be Via,,, �,� I l' Y , � tw1 Notice of Public Meeting Mitigated Determination of Non - Significance .g>'(-0 4-- Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other /al� Was mailed to each of the addresses listed on this 1 D day of beC, in the year 20 to a PA ADMINISTRATIVEFORMS \FORMS\AFFIDAVITOFDISTRIBUTION Project Name: be Via,,, �,� I l' Y , � tw1 Project Number: LXQ — DLC1 Mailer's Signature: .g>'(-0 4-- Person requesting mailing: Ain( Gi Was mailed to each of the addresses listed on this 1 D day of beC, in the year 20 to a PA ADMINISTRATIVEFORMS \FORMS\AFFIDAVITOFDISTRIBUTION City ©f Tukwila Department of Community Development 6300 Southcenter Boulevard • Suite 100 Tukwila, WA 98188 -2599 .... ., .. ............,....,. 4.00.1LAMLI (SI u - Jul tC fV Tukwila, WA 98188 -2599 City of Tukwila Department of Community Development 6300 Southcenter Boulevard • Suite 100 Tukwila, WA 98188 -2599 • • Brad Decker Decker Development 117 E. Louisa., #230 Seattle, WA 98102 K.C. ASSESSOR'S OFFICE ACCOUNTING DIVISION 500 4 AVE — RM 709A SEATTLE, WA 98104 Department of Ecology NW Regional Office 3190 - 160th Ave. SE Bellevue, WA 98008 HEARING DATE: NOTIFICATION: FILE NUMBER: APPLICANT: REQUESTS: ASSOCIATED PERMITS: LOCATION: COMPREHENSIVE PLAN /ZONE DESIGNATIONS: STAFF: ATTACHMENTS: • City of Tukwila Department of Community Development Steve Lancaster, Director STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW December 14, 2006 Steven M. Mullet, Mayor On 10/9/2006 Notice of Application was mailed to surrounding properties and posted on the site. Notice of Hearing was posted and mailed to surrounding properties and sent to the Seattle Times for publication on 11/29/2006. L06 -067 Public Hearing Design Review Brad Decker, Decker Development Approval of design for a 26,000 square foot one story retail building with associated site and intersection improvements. L06 -068 Special Permission — Covenant Parking E06 -018 SEPA Environmental Checklist 17305 Southcenter Parkway Tukwila Urban Center and Low Density Residential SEPA DETERMINATION: Determination of Nonsignificance Nora Gierloff A. B. C. D. E. F. G. Applicant's response to Design Review criteria DNS Covenant Parking Decision Light Fixture Details Photomontage Plan Set Materials Board (to be presented at the hearing) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 = 431 -3670 • Fax: 206 = 431 -3665 VICINITY /SITE INFORMATION Project Description The proposal is to demolish an existing Tony Roma's restaurant and construct a new 26,000 sf retail building with associated parking and storm drainage on the 1.4 acre site. The adjacent intersection of Minkler and Southcenter Parkway will be modified to improve safety, allow left turns out of the site and provide queuing lanes. The proposed mix of bulk retail, regular retail and storage uses will require 67 parking spaces while only 49 will be provided on site. An additional 20 off-site spaces will be made available to customers of the project through a covenant parking agreement, see Attachment C. To the west of the building there are slopes up to 50% which will be left undeveloped, except that a retaining wall will be extended to push back the toe of the slope. The LDR zoning starts 10 feet higher in elevation than the toe of the slope. The toe is at approximately a 30 foot elevation, so the zoning line is at elevation 40. A ten foot wide landscaped buffer is required between commercial and residential zones, see site plan in Attachment F. Surrounding Land Uses • • FINDINGS The site is located on Southcenter Parkway at Minkler Boulevard in an area that is known for its auto oriented commercial businesses and character. The subject site was previously occupied by Tony Roma's restaurant and is surrounded by one story retail, restaurant and commercial services such as Ethan Allen to the south, strip malls to the north, and Parkway Supercenter and future Southcenter Square development to the east. Directly south of the Ethan Allen is a trapezoidal strip of land developed with 20 parking stalls that will be made available for the customers of the new development. PUBLIC COMMENT No public comments were received on the proposal. DESIGN REVIEW CRITERIA Each design review criterion is listed below with staff's analysis. The applicant's response is listed at Attachment A. 1. Relationship of Structure to Site. Staff Report to the 2 L06 -067 Board of Architectural Review Q: \SC5 \L06- 067BAR.DOC a. The site should be planned to accomplish a desirable transition with streetscape and to provide for adequate landscaping and pedestrian movement; Five to nine foot sidewalks are proposed adjacent to the front of the building. Some obstructions will intrude on this width including entry doors, car overhangs and the main entry feature, however the applicant has confirmed that it will satisfy ADA accessibility requirements. Concrete pedestrian paths will be provided from the SC -3 development and the existing public sidewalk through the parking lot to the building. A four foot wide required pathway to the parking in the rear is shown along the south side of the building. b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas; The proposed building sits back approximately eighty feet from Southcenter Parkway and the majority of the on -site parking is located between the street and the building. This is consistent with the development pattern on the adjacent properties. A few stalls are located at the west edge of the site against the retaining wall. Loading spaces, recycling and garbage collection are also located behind the building. No mix of tenants with parking requirements higher than that currently proposed (such as restaurants) will be allowed to locate in the SC -5 building under the terms of the covenant parking agreement. c. The height and scale of each building should be considered in relation to the site. The building varies in height from 22 to 34 feet, similar to the Ethan Allen and SC -3 building heights, see Attachment E. It sits back approximately even with the adjacent buildings which will help to create a consistent street edge. 2. Relationship of Structure and Site to Adjoining Area. a. Harmony on texture, lines and masses is encouraged; The building is horizontal in orientation, similar to many of the adjacent one story structures, see photomontage at Attachment E. The building has an irregular shape to maximize the leasable area. b. Appropriate landscape transition to adjoining properties should be provided; There will be a shared drive aisle along the north property line to allow both properties access to the intersection. A 2 '/2 foot wide landscape strip along two thirds of the north wall is proposed to soften the adjacent blank unmodulated wall from view of the drivers and adjacent property. This is similar to the treatment approved for the adjacent SC -3 building. An eleven foot wide bermed landscaping strip is proposed along the south building elevation. Staff Report to the 3 L06 -067 Board of Architectural Review Q: \SC5 \L06- 067BAR.DOC 0 • c. Public buildings and structures should be consistent with the established neighborhood character; d. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged; Shared easements on the properties to the north and south will allow customer, service, delivery and emergency vehicles to loop through the properties rather than back out of the site. The loading docks are located at the northwest corner of the building, away from the main pedestrian path. e. Compatibility of on -site vehicular circulation with street circulation should be encouraged. The proposed modifications to the adjacent intersection will allow customers to exit the site directly to Minkler or turn left onto Southcenter Boulevard. There will be internal connections to the parking lots to the north and south. The access road behind the building will also link customers to the Park Place development. 3. Landscaping and Site Treatment. a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced; The steep slope along the western edge of the site will be preserved, except for the retaining wall along the toe of the slope. The retaining wall will be constructed with piles to minimize the number of trees disturbed on the slope. The 14 significant trees removed will require 30 replacement trees, see landscape plan in Attachment F. b. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance; The eastern portion of the site is nearly level and no significant grade changes are planned. A level concrete pedestrian walkway will be provided from street to building within the front parking area. A slight downslope to the north will require three steps along the front building sidewalk. c. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade; Perimeter landscaping is only required along the Southcenter Parkway street frontage. The required 15 foot wide planting bed and number of trees, shrubs and groundcover all meet code. The City has adopted specific tree species for the urban center and identifies Red Oak as the street tree for Southcenter Parkway. The landscape plan specifies this tree, see Attachment F. Staff Report to the 4 L06 -067 Board of Architectural Review Q: \SC5 \L06- 067BAR.DOC • 615 square feet of interior parking lot landscaping is required for the parking area in front of the building, and the project provides 628. However there is a row of 21 parking spaces along the front of the building without a landscape island. 80 square feet of landscaping is required for the parking area behind the building and 303 sf is provided. d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken; All of the landscape beds are curbed or adjacent to buildings or sidewalks. e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged; Landscape islands as well as limited foundation planting beds have been provided. e. Screening of service yards, and other places that tend to be unsightly, should be accomplished by use of walls, fencing, planting or a combination; The recycling and trash areas are located along the west edge of the site. They will be screened by metal doors and concrete block walls that will match the building. f. In areas where general planting will not prosper, other materials such as fences, walls and pavings of wood, brick, stone or gravel may be used; Not applicable. g. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. The front parking area will be lit with 26' 6" pole lights. Utilitarian light fixtures are shown along the rear and sides of the building. Eight decorative sconces are located on the columns on the front of the building, see Attachment F. Two additional sconces are located on the north wall where the storefront wraps around, though they are not reflected in the lighting legend. See Attachment D for fixture descriptions. The proposed lights will provide the 3 foot -candle average illuminance recommended by the Police Department, see lighting analysis at Attachment F. 4. Building Design. a. Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to its surroundings; b. Buildings should be to appropriate scale and in harmony with permanent neighboring developments; Staff Report to the 5 L06 -067 Board of Architectural Review Q: \SC5 \L06- 067BAR.DOC • • The front facade of the strip retail center has been broken up into a series of storefronts using color, changes in roof parapet height, minor modulation and a variety of awning treatments. The overall height and scale of the building is similar to surrounding buildings, see the photomontage at Attachment E. b. Building components such as windows, doors, eaves, and parapets should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure; The building will be constructed primarily of concrete block. A combination of smooth and split face block will be used to provide interest to the blank north, south and west elevations. There will be large areas of stucco along the front (east) facade. Two false windows will provide an accent to the largest storefront. The cornice will be constructed of metal coping. Metal awnings of different shapes are proposed over the display windows. The glass storefront system will have clear glass and metal. The columns along eastern facade will be made of smooth and split face concrete block. c. Colors should be harmonious, with bright or brilliant colors used only for accent; The main building colors are smooth concrete block in "sandstone" and "Mesa Tan" and split face block in "Burgundy Red" and "Mesa Tan", see the materials board at the hearing. The stucco will be painted a variety of earth tones. The metal awnings, roof and coping are proposed to be royal blue, maroon and bronze. d. Mechanical equipment or other utility hardware on roof ground or buildings should be screened from view; Mechanical equipment is proposed to be located on the roof and would be screened by the parapets of the building. Electrical and gas meters will be located at the southeast corner of the building and screened by landscaping. The water meter and standpipe will be located near the low visibility southwest corner of the building. f Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design; The sconces along the eastern facade are decorative, the lighting used in the remainder of the site is utilitarian. h. Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form and siting should be used to provide visual interest. The building has an irregular shape to allow room for the loading dock and maximize the building footprint. The varying thickness of the storefronts along the eastern side of the building provides some modulation. The applicant proposes metal canopies and stucco Staff Report to the 6 L06 -067 Board of Architectural Review Q: \ SC5 \ L06- 067BAR.DOC • • entry features to provide detail and interest along the front facade. The detailing along the side and back walls is limited to decorative trellises and varying between split and smooth face block. The southern wall will not be very visible due to the landscaping and adjacent building, however a significant amount of pass by traffic is expected along the north and west facades. The roofline is unvaried along the sides and back of the building. Along the front of the building the parapet varies from 26 to 34 feet in height. S. Miscellaneous Structures and Street Furniture. 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 only miscellaneous structure proposed is a bicycle rack at the southeast corner of the building. Proposed signage for the site is conceptual. A freestanding sign is located within a landscape island in the front parking lot, see Attachment F. Wall signs above the three tenant spaces are also expected. Every business may have two signs, one on a wall and one on a freestanding sign or if the business has two outside walls it may have two wall signs instead of a wall and a spot on the freestanding sign. Sizes will be subject to the Tukwila Sign Code. b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. No lighting in connection with miscellaneous structures is proposed. In addition to the specific criteria of the Board of Architectural Review, proposed development must show consistency with adopted plans and regulations (TMC 18.100.030.) Below are the specific policies from the adopted Comprehensive Plan that relate to the location of the proposal. 6. Comprehensive Plan Policies a.. All Commercial Areas Goal 1.7: "Commercial districts that are visually attractive and add value to the community, are visitor and pedestrian friendly, are designed with pride and constructed with quality workmanship, are secure and safe with adequate lighting and convenient access, are uncongested with smooth-flowing traffic patterns, are well - maintained with adequate streetscape landscaping, and are wholesome and in harmony with adjacent uses". 1. The design includes consideration of features that reflect characteristics of Tukwila's history (1.2.4). Staff Report to the 7 L06 -067 Board of Architectural Review Q: \SC5 \L06- 067BAR.DOC • • The building reflects current trends in strip retail design. 2. The development provides adequate parking and lighting (1.7.3). A traffic report was prepared that states that traffic generated by the proposed 26,000 square foot retail space will be less than generated by the Tony Roma's restaurant. The intersection improvements will improve access for this site and the one to the north. The applicant has provided a lighting analysis showing that the recommended average of 3 foot - candles will be met across the site. 3. In areas of concentrated commercial and retail activity, the development is connected by pedestrian facilities to the City's trail network, where feasible (1.11.4). The applicant will provide a pedestrian connection from the site to the public sidewalk system and adjacent properties. b. Tukwila Urban Center (TUC) Goal 10.2 "Encourage and allow a central focus for the Tukwila Urban Center, with natural and built environments that are attractive, functional, and distinctive, and supports a range of mixed uses promoting business, shopping, recreation, entertainment, and mixed use residential opportunities: " 1. Wherever possible, the development provides an interior vehicular connection between adjacent parking areas (10.2.4). Internal circulation between the site and adjacent properties is provided both in the front and rear of the property. 2. The development should be designed with an appropriate scale and proportion; pedestrian- oriented features and streetfront activity areas, such as ground floor windows, modulated facades, rich details in materials and signage; quality landscaping; an appropriate relationship to adjacent sites; an overall building quality; and with sensitivity to important features such as Green River and Tukwila Pond (10.2.7). The proposed building maintains the street edge established by a row of existing structures along the west side of Southcenter Parkway. Transparency, a mix of materials and minor modulation have been provided along the most visible eastern facade, though the rest of the walls are starkly different. Staff Report to the 8 L06 -067 Board of Architectural Review Q: \SC5 \L06- 067BAR.DOC (1) Relationship of Structure to Site. 1 • 3. Parking areas should be designed with appropriate screening, landscaping and corner site /parking relationships (10.2.6) Landscape area requirements will be met or exceeded. One row of 21 parking stalls will not have an intermediate landscape island. 4. The development should achieve a high - quality design; contribute to the creation of hospitable pedestrian environments through site design techniques, such as integration of architectural /site design/landscape elements and co- existence of auto /transit /pedestrian traffic; should be designed to maximize pedestrian safety and convenience; and should incorporate physical and natural elements that enhance the area's overall aesthetic, including street orientation (10.2.3). The proposed building type, auto oriented strip mall, does not lend itself to creating pedestrian friendly environments. However pedestrian circulation has been provided. CONCLUSIONS The Board of Architectural Review, pursuant to Tukwila Municipal Code (TMC) Section 18.108.040, and upon finding of the facts above, hereby makes the following conclusions under the city's Design Review Criteria (TMC 18.60.050) and Determination of Consistency with Adopted Plans and Regulations for type 4 approvals (TMC 18.100.030.) The building will be set back from the street to allow for one double loaded aisle of parking. This is consistent with the adjacent structures and appropriate in an auto oriented environment. Adequate pedestrian access has been provided to the public sidewalk and through the site. The building size is maximized for the developable area of the site with little allowance for modulation or high quality pedestrian amenities. (2) Relationship of Structure and Site to Adjoining Area. The height and scale of the building is similar to other structures on the Southcenter Parkway corridor. The intersection improvements and the shared easements with the properties to the north and south will improve circulation in the area. The loading docks are not screened and though they are not visible from the public street the private drive will continue past them to the Park Place development and the additional parking area. A narrow landscape strip (2 1 /2 feet after allowing for a curb) that is not required by code is proposed along the north wall to soften the blank unmodulated wall. The proximity of the Ethan Allan building to the south of the site and the bermed landscape bed conceal the utilitarian Staff Report to the 9 L06 -067 Board of Architectural Review Q: \SC5 \L06- 067BAR.DOC appearance of the south wall. A narrow landscape strip provides some screening of the blank western wall and the decorative trellises should provide some interest. (3) Landscaping and Site Treatment. An area of steep slope on the western edge of the site will be preserved, and the retaining wall will be built in accordance with City code. Tree loss will be minimized and replacement trees will be provided per code. The minimum perimeter and parking lot landscape requirements have been met and the correct street trees have been specified. Adding a landscape island to the row of 21 parking stalls along the front of the building would break up the expanse of asphalt. The recycling and trash collection areas are located in the least visible areas of the site and adequately screened. The utilitarian retaining wall is in a lower visibility area but will not be screened. The proposed lighting will meet the illuminance standards recommended by the Police Department. (4) Building Design. • • The building is designed as a single sided strip retail center, even though the public can circulate around all four sides of the building. The scale of the structure is in harmony with surrounding structures. The materials proposed for the building, concrete block, stucco and metal, will be of sufficient quality to be durable and functional. The awnings are 4 foot deep which will make them functional and substantial in appearance. The scale and detailing of the cornice gives the building a sense of substance. The proposed building body, canopy and cornice colors are muted and varied. Mechanical equipment will be screened by the rooftop behind the building's parapet. (5) Miscellaneous Structures and Street Furniture. A conceptual freestanding sign design is shown in Attachment F. All tenants not identified on the freestanding sign may have two signs if they are located in a corner of the building and therefore have two walls facing in different directions. Wall signs will be administratively approved for the original as well as subsequent tenants. (6) Comprehensive Plan Policies. The parking needs for the building will be met through a combination of on and off -site parking areas per the covenant parking agreement. No change to a more parking intensive use will be allowed unless additional parking is provided. The intersection improvements will significantly improve safety and convenience for vehicular traffic. Staff Report to the 10 L06 -067 Board of Architectural Review Q: \ SC5 \ L06- 067BAR.DOC • • RECOMMENDATION Staff recommends that the Board of Architectural Review approve the design with the following conditions: 1) A landscape island shall be added to the row of parking directly adjacent to the front (east) facade of the building. Staff Report to the 11 L06 -067 Board of Architectural Review Q: \ SC5 \ L06- 067BAR.DOC September 14, 2006 • LANCE MUELLER & ASSOCIATES A R C H 1 T EC TS Job: SC -5 RETAIL BUILDING 17305 Southcenter Parkway, Tukwila, WA (LMA #05 -112) • A I A SC — 5 RETAIL BUILDING PROJECT DESCRIPTION This project consists of demolition of the existing Tony Roma's Restaurant and construction of a new 25,814 s.f. bulk retail building and related site work. Lay -Z -Boy Furniture will be moving into this building. The site ingress and egress is by an existing common driveway from Southcenter Parkway at Minkler and there is also access via the Ethan Allen parking lot to another driveway to the south. Parking for ±50 cars is provided on the site, plus 20 cars off -site. Two truck loading spaces are provided. The building will be constructed of integral color concrete masonry with stucco finish on the main entry facade. The east or entry roofline will be modulated with steps in the parapet forms and formed cornice detailing. Three types of metal canopies over entry storefronts will add shelter, color and projecting elements to the wall plane. The east wall has six steps in the plan which will further provide modulation on the front of the building. The side and rear elevations of the building are predominately CMU masonry in integral color and texture creating a facade pattern for interest and texture. Painted metal grids and trellises will be mounted on the west wall to provide additional form, texture and shadow patterns. The highest wall will be approximately 34 ft. Rooftop HVAC equipment will be screened by parapet walls. The stucco will be painted with several complimentary light earth tone colors. The columns at the storefronts will have integral color split face and smooth CMU masonry bases that will be recalled in masonry elements around the other walls of the building. Wall sconces will provide accent light along the front sidewalk. The rear and side walls will have wall mounted downlights with glare reduction lens or shields. Pole mounted lights will illuminate the parking area along the street. Landscaping will consist of 15 ft. along Southcenter Parkway, 10 ft. along the rear yard zone change, and front, side and rear yard planting areas that meet or exceed the area ratio required for parking areas. At the request of the City of Tukwila, we add an additional landscaping island along the street side of our front parking lot strip. Trash receptacles and recycle storage areas will be enclosed in 8 ft. high CMU walls to match building, with painted metal gates. Tenant signage will be wall mounted as required. There will also be one 22 ft. high freestanding sign on a pylon with a face area of 75 s.f. per side. All signage will comply with the City Sign Code. Attachment A September 14, 2006 Job: SC -5 RETAIL BUILDING PROJECT DESCRIPTION Page Two • • The project complies with the City of Tukwila's Comprehensive Plan, Development Regulations and other applicable laws, policies and objectives based on meetings with City staff, review of Codes. Construction is expected to begin in early 2007 with completion in summer 2007. NK -CD -1 /SC- 5 -RETAI L- BLDG -PRJ -D ESCRI PT. doc description of Proposal: iC5 Bulk Retail Building File Number: E06 -018 Appl ied: 09/27/2006 Issue Date: 11/07/2006 Status: APPROVED • • City of Tukwila Department of Community Development / 6300 Southcenter BI, Suite 100 / Tukwila, WA 98188 / (206)431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) \pplicant: BRAD DECKER Lead Agency: City of Tukwila .ocation of Proposal: Address: 17305 SOUTHCENTER PY TUKW Parcel Number: 2623049024 Section/Township/Range: the City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental mpact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed ! nvironmental checklist and other information on file with the lead agency. This information is available to the public on request. rhis DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by AJc' i' .27, 6 1.006, the lead agency will not act on this proposal for 14 days from the date below. NOq . 1 200(4 Steve Lancaster, Responsible Official Date City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) doc: DNS E06 -018 Attachment B TO: Brad Decker, Applicant/Owner King County Assessor, Accounting Division Washington State Department of Ecology NOTICE OF DECISION Location: 17305 Southcenter Parkway Comprehensive Plan Designation/Zoning District: II. DECISION Associated Files: L06 -067 Design Review E06 - 018 SEPA Environmental Checklist Tukwila Urban Center and Low Density Residential December 4, 2005 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L06 -068 Special Permission Director for Covenant Parking Applicant: Brad Decker, Decker Development Project Description: Approval of a covenant parking agreement to provide off - site parking spaces for the new SC - 5 26,000 square foot retail building. SEPA Determination: The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). Decision on Substantive Permit: The Community Development Director has determined that the application for a covenant parking agreement complies with applicable City and state code requirements and has approved that application, subject to the following conditions based on the findings and conclusions contained in the staff report. 1) Internal information signs shall be installed in accordance with the Tukwila Sign Code to inform SC -5 customers of the availability of the off -site parking area. Q: \SC5 \•ODCovPark.doc - 1 - 12/01/2006 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3 Attachment C • • 2) No mix of tenants with parking requirements higher than that currently proposed (such as restaurants) shall be allowed to locate in the SC -5 building. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code § 18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Council of the Decision on the Permit itself is permitted. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the City Council decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by December 18, 2006. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the City Council based on the testimony and documentary evidence presented at the open record hearing. The City Council decision on the appeal is the City's final decision. Any party wishing to challenge the City Council decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. Q: \SC5 \NODCovPark.doc - 2 - 12/01/2006 Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Nora Gierloff, who may be contacted at 206 -433 -7141 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. VI. INSPECTION OF INFORMATION ON THE APPLICATION Steve Lancaster Department of Community Development City of Tukwila Q: \SC5 \NODCovPark.doc • • - 3 - 12/01/2006 MB 4T1 1RPITP704 LAW 111443. 11 R 1R41u 7 P U MUM vDmm TIT R/ AC" TV u a' Lao. 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TO LROY/•i P R -0' TAISSISUISIM (17401 00.114111 54101() MS 00 PM. 51015 KO 200.111 04. 00 STK13 1C (17501 00 ) 1 6 - 1 1001111) 4( . 01 a mow AWOL apemen WI, Y 19 IH AS A 72.143 DOW SITE & BUILDING STATISTICS 1 WIN PP( OW Sim MSS A SU. A1WPfR11 35.014 V. EXTERIOR LIGHTING LEGEND VICINRY MAP N.TS. J J W CC W VIVO A1.OA REOVED LUMINIS sEp 25 2006 COMMUNITY DEVELOMM W638 with Semi -oblong shade Less shade Mounting __I Wall: mount:. Separate I.E.S. Formatted data is available. Mounting: ; .; Max. weight: 32 lbs. Installation: Mounts over a standard 4 "octagonal box with 3 1/2" c/c mounting holes. Additional mounting holes are • provided with wall plate. UL. Wet Location Specifications • 1- Pure aluminum copper free ballast housing. (356 Cast aluminum alloy with a copper content of less than 0.1%) 2- High pulse porcelain socket, where applicable. 3- Cast aluminum top cover with removable center panel for quick access to lamp. 4- High power factor ballast for H.I.D. or electronic ballast for compact fluorescent sources. 5- Selection of shielding accessories W631: Single cast aluminum louver blade. W632: Set of three cast aluminum louver blades equally spaced from center of luminaire. W634: White translucent acrylic diffuser. W636: Set of five cast aluminum louver blades equally spaced from center of luminaire. W638: Semi - oblong 1/4" thick aluminum flat shade. Louver blades are factory assembled. They can be adjusted to other desired positions along the diffuser on site. 6- White translucent high impact acrylic diffuser with sealed back. 7- All stainless steel hardware. LUMINIS [ USA ] - 3555 NW 53rd Court, Fort Lauderdale, FL.33309 LUMINIS [ Canada ] - 87 C Brunswick D.D.O. Q.C. Canada H9B 2J5 'Mounting variations;::11Vfi3t; . W632 . W634.. W636' W638 W632 With 3 cast aluminum bla des Fran MH (ED17)'. ❑ M50 ❑ M70 ❑ M100 FS In line fuse protection Base Light model source W636 W631 W638 With Semi oblong aluminum shade • With 5 cast With 1 cast aluminum blades aluminum blades Light source selection: :• (Lamps by Others) HPS (ED17): Two Lamps ❑ F226 ❑ F232 ❑ F242 ❑ F257 ❑ F270 Additional Tamp sources may be available. Please consult factory. ❑ H35 ❑ HSO ❑ H70 ❑ H100 ❑ 120 V Standard factory prewired ❑ 208 V - 240 V - 277 V - 347 V To be specified with catalog number. Add selected suffix to catalog number W632 - M100 - GRT P1-11 -120V DL1 PH2 - 277/347V 12V /50W MR16 Photoelectric cell Downlight with integral 120/12v electronic transformer. other input voltages on request. Color (Refer to general listing) W634 Less cast aluminum blades 13 1/4' F-111-1 0 Side view ® Front view CF (G24q) CF (G24q): ' Single Lamp ❑ F132 ❑ F142 ❑ F157 ❑ F170 DL2 Open sealed top cover allowing up- lighting BR3 Set of 3 brushed and clear lacquered aluminum struts. (Factory installed) Luminaires may be altered for improvements or discontinued without prior notice ECLIPSE Incandescent ❑ A100 DLC DL1 / DL2 Combination. .'Catalog ordering information - 277 - DL2 Voltage Options (If other than 120V) Tel: 954.71.4155 Fax: 954 .717.4157 Web: www.luminis.com Attachment D ARM MOUNT Prepared By: � j SeaTac'Lighting & Controls, 1.1.0 • Ph: (206) $75-6855 ECA18 RETAIL BUILDING A GARDCO. LIGHTING 14 "s" ECA18- 1- 3H-400MH- VOLT- FINISH c ARM MOUNT ECA14 ECA18 ECA23 A 14 "s" 18 "s" 23 "sq B 7" 10" 14.5" C Arm Length 6' 9' 12" D Arm Height 5' 5" 8" E Drop Lena 2' 4" 6.5' ECOLUME ECA /ECW GENERAL DESCRIPTION: Each EMCO Ecolume Is a sharp cutoff luminaire for high intensity discharge lamps. Internal components are totally enclosed, rain- tight, dust - tight, and corrosion resistant. No venting of the optical system or electrical components is required or permitted. Lamping requires no lifting or hinging of the luminaire housing, disturbing wiring or exposing uninsulated live parts. HOUSING: The housing wrapper is one -piece dieformed aluminum. The housing has an integral reinforcing spine and no welded corners. Silicone seals provide a weathertight seal at all points of material transition. LENS: A mitered, extruded anodized aluminum door frame retains the optically clear, heat and impact resistant tempered flat glass in a sealed manner using hollow section, high compliance, memory retentive extruded silicone rubber. A non - yellowing drop acrylic lens is provided standard on 14" and 18" vertical lamp and a sag glass Tens is provided on 23" vertical lamp luminaires. A single flush 114 tum captive fastener permits easy aocess to the luminaire. DIMENSIONS Ecolume EPA (Effective Projected Area) Ft 14' units 18' units 23" units Single Fixture Single Arm Turin 180° Quad Weight 1.1 1.9 3.6 EMCO 2.2 3.8 7.3 2.7 4.8 8.8 30 Ibs 50 Ibs 90 Ibs WALL' MOUNT ECW14 ECW18 B 7 " 1 0" C 8" 11" OPTICAL SYSTEMS: The segmented reflector system consists of two levels of highly specular aluminum facets precisely aligned to achieve specified photometric distributions. The entire optical system is field rotatable in 90° increments. The position- oriented mogul base socket is glazed porcelain with a nickel plated screw shell. A Tamp stabilizer Is standard on 3H and OH 400W MH units. ELECTRICAL: Each high power factor ballast is the separate component type, capable of providing reliable lamp starting down to -20° F. The ballast is mounted on a unitized tray and secured within the luminaire, above the reflector system. Component- to•component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 150 °C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. FINISH: Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally -cured polyester powder finish after fabrication. LABELS: All fixtures bear UL or CUL (where applicable) Wet Location labels. 4' • 0 1 2661, Alvarado Street, San Leandro, CA 94577 800.227.0758 (CA) 510.357.6900 FAX 510.357.3088 http://wwv LIGHTING A aenryte Company 0 Copyright EMCO Lighting 2001.200x. All Rights Rest EMCO Lighting reserves the right to change materials or modify the design of its product without notification as pan of the company's conti u4q product improvement program • Pole Shaft Specificat o`ns The shaft is extruded from all new 6063 alloy'aluminum tubing and heat - treated to produce a. T6 temper. The standards may be drilled to accept side arm mounted luminaires. Advise mounting orientation. An aluminum tenon may also be supplied as standard. Vrbratbn damp are suggested lot poles 30 feet and above. .EPA is Ui'gs include a, l3 gu §flacla.. • :.. 5)0 05 Square Strajgh Aluminum Po1.e "5. f»'L .,t �.: f1'> • It °tip i t£� 2 MO a :rot pa re ug:- .Ttt - +, f � AN > � 3 '`zy Lfd s 9 re y � 0 _ lig t (ft4 8 ` '} D' . ota7„ W. e (l T cRrless t FE-.9391. L P x a1 t rzyn =� Y� i 3w ail ,, `mo a h+gau 't aw l r .c`..tw - r a nt f:r.i ''n '_' / kj. A b 125 a t T b Anchor. Base Cast from A356 alloy aluminum, the anchor base shall be heat - treated to produce a T6 condition. The shaft shall be inserted 'into the'anchor base casting. The anchor base casting and shaft shall be joined by a •continuous circumferential`weld at the outside top and inside bottom . of:the anchor,_, base. The anchor bolt and nut recesses in the .anchor base casting shall; be flush, covered by four tamper - resistant aluminum nut cover discs. s Prepared By: • L)� :: Sea lac Lighting 9 Controls, tic Ph. (ZO6) 575 -6665 ` ' : RETAIL BUILDING , ' _ LYTE POLE 105- 5018 -25 " • Pole Shaft Specificat o`ns The shaft is extruded from all new 6063 alloy'aluminum tubing and heat - treated to produce a. T6 temper. The standards may be drilled to accept side arm mounted luminaires. Advise mounting orientation. An aluminum tenon may also be supplied as standard. Vrbratbn damp are suggested lot poles 30 feet and above. .EPA is Ui'gs include a, l3 gu §flacla.. • :.. 5)0 05 Square Strajgh Aluminum Po1.e "5. f»'L .,t �.: f1'> • It °tip i t£� 2 MO a :rot pa re ug:- .Ttt - +, f � AN > � 3 '`zy Lfd s 9 re y � 0 _ lig t (ft4 8 ` '} D' . ota7„ W. e (l T cRrless t FE-.9391. L P x a1 t rzyn =� Y� i 3w ail ,, `mo a h+gau 't aw l r .c`..tw - r a nt f:r.i ''n '_' / kj. A b 125 a t T b Anchor. Base Cast from A356 alloy aluminum, the anchor base shall be heat - treated to produce a T6 condition. The shaft shall be inserted 'into the'anchor base casting. The anchor base casting and shaft shall be joined by a •continuous circumferential`weld at the outside top and inside bottom . of:the anchor,_, base. The anchor bolt and nut recesses in the .anchor base casting shall; be flush, covered by four tamper - resistant aluminum nut cover discs. ®> 101 101 EM 101EMC 101EMR 50MH 70MH ..—>100MH 150MH 175MH 35HPS Notes: Job: Type: 100 LINE 101 PERFORMANCE SCONCE The Gardco 101 Trapezoidal Wedge high performance sconce offers an excellent alternative to unsightly wall mounted fixtures. These architecturally refined luminaires are designed to integrate naturally to wall surfaces. The 101 luminaires are available with three (3) different distribution patterns - a wide throw, a medium throw and a forward throw. Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent sources up to 42 watt. Housings are sealed throughout, completely excluding moisture, dust, Insects and contaminants. O R D E R I N G 101 Luminaires installed in the normal downlight position with no uptilt meet IESNA Full Cutoff criteria BRP BLP WP NP BOP OC PREFIX Ester the order code 1010 the appropriate box above Note: Garda, reserves the right to refuse a configuration. Not all combinallons and configurations are valid. Refer to notes below for exclusions and i Ingations. For questions or concerns, please consult the factory. J,AMPNOLTAGE CHART -101 Voltage; 120 2.01 240 70CMHE' 100CMHE' Trapezoidal Wedge Emergency Sconce Emergency Sconce Cold Temperature Remote Emergency Sconce Bronze Paint Black Paint White Paint Natural Aluminum Paint Beige Paint Optional Color Paint Specify RAL designation ex: 0C- RAL7024 SC Special Color Paint Specials Must supply color chip DISTRIBUTION 277 agz 480 F PCB OS WATTAGE Refer to configuration chart below for FT available combinations WT VOLTAGE 5OHPS 70HPS 100HPS 15OHPS 5OCMHE' 26QP 226QF' 32TRF' 42TRF' 232TRF' 242TRF' UNIV UNIV UNIV UNIV UNIV UNIV UNIV UNIV CONFIGURATION CHART - 101 EMR Distribution Q ACC MT 12Q asatErant 226QF 42TRF 242TRF EW2D1222.01 226QF Fusing 120V through 277V only Button Type Photocontrot n/a vd480V Quartz Standby HID only, N/A with CMHE Ballasts or In 4801. 100w Ouariz maximum. Q924 Quartz Emergency WT Optic only 150w Hf0 maximum. 100w Quartz maximum 012V Quartz 12V Emergency WT Optic only. 150w HO maximum. t00w Quartz maximum SL Sotitee Diffusing Lens UT 5• Uptlh GaNOo Lighting reserves the right to lunge materials or modify the design of as product without noOtoaaon es pan of the company's continuing product Improvement program Seale Is a Registered Trademark of AFG Industries. *Copyright Gordon Lighting 2001 -2006. Al Rights Reserved. International Copyright Secured. A Genlyre Company VOLTAGE DISTRIBUTIONI Forward Throw Not Available with Ruorescant Lamps Wide Throw Not Available wan Faroreacent Lamps MT Medium Throw CONFIGURATION CHART - 101EM or 1Q1EMC Distribution Voba3e Et MI 1222.01 2Q 272;34Z4114 Combinations marked with a dot are mailable for ordering. MH - Metal Halide CMHE • Ceramic Metal Halide will Electronic Ballast HPS • High Pressure Sodium OF - Ouad Fluorescent TAF • 711ple TLbe Fluorescent 1. Fluorescent and CAME luminaires feature electronic ballasts they accept 120V through 2771, Net 10 280hz. Input. Specify SINN' voltage for 120V through 2771 WLU ws WSNT WG POLY 'Erne with Gardco 1611 CI San Ma FINISH EMR Luminaires OnN: B30' Bodine Remote Emergency Pack Full Light Output In emergency mode 884CG• Bodine Emergency Battery Pack B94C -CAN• Bodine Remote Emergency Pack Canada OPTIONS Wet Location Door for Inverted Mount N/A with WG option Wag Mounted Box for Surface Conduit Rear entrypermitted WS Option w/5• Uptltt Rear entry permitted Wire Guard Nor available with WLU option Polycarbonate Sag Lens tOewHID madmen Prep By SeaTae &Control s, 1.LC • -• �� ✓, Pht (206) 575 -6865. - . liETAIL BUILDING `, GARDC LIGHTING 101- WT <100MH- VOLT - FINISH • .;: •':! ; .'' ®> 101 101 EM 101EMC 101EMR 50MH 70MH ..—>100MH 150MH 175MH 35HPS Notes: Job: Type: 100 LINE 101 PERFORMANCE SCONCE The Gardco 101 Trapezoidal Wedge high performance sconce offers an excellent alternative to unsightly wall mounted fixtures. These architecturally refined luminaires are designed to integrate naturally to wall surfaces. The 101 luminaires are available with three (3) different distribution patterns - a wide throw, a medium throw and a forward throw. Each luminaire is designed to accept HID sources up to 175MH, and Compact Fluorescent sources up to 42 watt. Housings are sealed throughout, completely excluding moisture, dust, Insects and contaminants. O R D E R I N G 101 Luminaires installed in the normal downlight position with no uptilt meet IESNA Full Cutoff criteria BRP BLP WP NP BOP OC PREFIX Ester the order code 1010 the appropriate box above Note: Garda, reserves the right to refuse a configuration. Not all combinallons and configurations are valid. Refer to notes below for exclusions and i Ingations. For questions or concerns, please consult the factory. J,AMPNOLTAGE CHART -101 Voltage; 120 2.01 240 70CMHE' 100CMHE' Trapezoidal Wedge Emergency Sconce Emergency Sconce Cold Temperature Remote Emergency Sconce Bronze Paint Black Paint White Paint Natural Aluminum Paint Beige Paint Optional Color Paint Specify RAL designation ex: 0C- RAL7024 SC Special Color Paint Specials Must supply color chip DISTRIBUTION 277 agz 480 F PCB OS WATTAGE Refer to configuration chart below for FT available combinations WT VOLTAGE 5OHPS 70HPS 100HPS 15OHPS 5OCMHE' 26QP 226QF' 32TRF' 42TRF' 232TRF' 242TRF' UNIV UNIV UNIV UNIV UNIV UNIV UNIV UNIV CONFIGURATION CHART - 101 EMR Distribution Q ACC MT 12Q asatErant 226QF 42TRF 242TRF EW2D1222.01 226QF Fusing 120V through 277V only Button Type Photocontrot n/a vd480V Quartz Standby HID only, N/A with CMHE Ballasts or In 4801. 100w Ouariz maximum. Q924 Quartz Emergency WT Optic only 150w Hf0 maximum. 100w Quartz maximum 012V Quartz 12V Emergency WT Optic only. 150w HO maximum. t00w Quartz maximum SL Sotitee Diffusing Lens UT 5• Uptlh GaNOo Lighting reserves the right to lunge materials or modify the design of as product without noOtoaaon es pan of the company's continuing product Improvement program Seale Is a Registered Trademark of AFG Industries. *Copyright Gordon Lighting 2001 -2006. Al Rights Reserved. International Copyright Secured. A Genlyre Company VOLTAGE DISTRIBUTIONI Forward Throw Not Available with Ruorescant Lamps Wide Throw Not Available wan Faroreacent Lamps MT Medium Throw CONFIGURATION CHART - 101EM or 1Q1EMC Distribution Voba3e Et MI 1222.01 2Q 272;34Z4114 Combinations marked with a dot are mailable for ordering. MH - Metal Halide CMHE • Ceramic Metal Halide will Electronic Ballast HPS • High Pressure Sodium OF - Ouad Fluorescent TAF • 711ple TLbe Fluorescent 1. Fluorescent and CAME luminaires feature electronic ballasts they accept 120V through 2771, Net 10 280hz. Input. Specify SINN' voltage for 120V through 2771 WLU ws WSNT WG POLY 'Erne with Gardco 1611 CI San Ma FINISH EMR Luminaires OnN: B30' Bodine Remote Emergency Pack Full Light Output In emergency mode 884CG• Bodine Emergency Battery Pack B94C -CAN• Bodine Remote Emergency Pack Canada OPTIONS Wet Location Door for Inverted Mount N/A with WG option Wag Mounted Box for Surface Conduit Rear entrypermitted WS Option w/5• Uptltt Rear entry permitted Wire Guard Nor available with WLU option Polycarbonate Sag Lens tOewHID madmen co ca U) -.4 0 01 CD 0 CD CD 1Z) n) n) cc) gfOtii.5! • , '.',1,::: , ,;;V:141.0-N.;.,cf; V111 r 11:gtb IYR! OTT DESORPTION LAMP 3 atop 3 POLE MOUNTED 910EBOX TYPE W/ SINGLE ARM ON 30' CONC. BASE, TOTAL HEIGHT OF 26'-8' 400 1114 GAR000 UGMOIG - 0400 ECA18- 1- 311- 400LN- 120 -BOP M3lA321 NOUVOrlddv SNOISN3a •A3a lddv UoISMOJ POLE MOUNTED 9IEM TYPE W/ DOUBLE ARM ON 30' CONC. BASE, TOTAL HOW OF 26' -6' 400 NH GARDCO LIGHTING - E11C0 ECA78 -1 -91- 4006H- 120 -8RP 81 '".- 0 C ou qo Zll-SO PM drown checked atop 9-1t-S SHOEEIOR TYPE W/ SINGE ARM MOUNTED AT 18-0' 400 YH C*IROCO LIGHTING - ENCO EDITS-1-91-403W SC -5 RETAIL BUILDING 17305 SOUTHCENTER PARKWAY, TUKWILA, WA. G ERRE LLC SITE PLAN - ALTERNATE r = 20' .ANCE MUELLER & ASSOCIATES sheet A1.0A IYR! OTT DESORPTION LAMP MANUFACTURER & NUMBER SA 3 POLE MOUNTED 910EBOX TYPE W/ SINGLE ARM ON 30' CONC. BASE, TOTAL HEIGHT OF 26'-8' 400 1114 GAR000 UGMOIG - 0400 ECA18- 1- 311- 400LN- 120 -BOP S8 4 POLE MOUNTED 9IEM TYPE W/ DOUBLE ARM ON 30' CONC. BASE, TOTAL HOW OF 26' -6' 400 NH GARDCO LIGHTING - E11C0 ECA78 -1 -91- 4006H- 120 -8RP 81 6 WALL SCONCE - MOUNTED AT tr AEA. ON EAST SIDE 1WINUS W631- 1450 -92 WP 12 SHOEEIOR TYPE W/ SINGE ARM MOUNTED AT 18-0' 400 YH C*IROCO LIGHTING - ENCO EDITS-1-91-403W PROJECT TEAM ARCHITECT: COAL ENGINEER LANDSCAPE ARCHITECT: LEGAL DESCRIPTION REVISED LEGAL DESCRIPTIONS APN 2623044024 ERRE LLC. EVANS 10 U.C. 8 SC 3 LLC ALL AS TENANTS IN C01010N BRAD DECKER. MANAGER 117E LOUISA ST. SUITE 230 SEATTLE. WA 98102 208) 545 -4964 (206) 545 -4952 MNTACT: BRAD DECKER ELME LANCE MUELLER & ASSOCIATES 130 LAKESIDE, SUITE 250 SEATTLE, WA 98122 (206) 325 -2553 (206) 328 -0554 FAX CONTACT: BOB WELLS FLAB: pken0rtKefer.cam 911 OEYELOPVENT SUMS 310 208TH ST. SE. BOTHELL, WA 98012 (425) 481 -9687 (425) 485 -7199 CONTACT: DAVE DOUGHFAtt DINE Erne.WsOcomroal.ral LAUCHUN R. BETHUNE ASSOCIATES P.O. BOX 1442 MAPLE VALLEY, WA 98038 (425) 432 -9877 CONTACT: CNJ00JN BETHUNE EMAIL Ibethuna0mindspring.wm THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 24 TOWNS! UP 23 NORTH, RANGE 4 FAST. W.M. B06INNING AT THE SOCID WASTCOR)ER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUAR1E 0 THENCE N 87.455T W, 481.05 FEET TO THE WEST MARGIN OF SOUHCENTER PARKWAY; THENCE N 1 1°543? W ALONG SAID MARGIN, 830.58 FEET; THENCE ALONG SAID MARGIN ALONG A CURVE TO THE EMIR HAVING A RADIUS OF 99137 FIEF. AN ARC DISTANCE OF 227.28 FEET THROUGH ACINIRAL ANGLE OF 13°0808^, THENCE 14 191835' G 74.95 FAT TO THE TRITE POITF BEOI NINGt THENCE NCE N 887 W.69 FEET; THENCE N 1^087? 0,12 FEET; THENCE N 88 W, 38 FEET; THENCE S 1 W, 12 FEET; THENCE N 88 IV, 195.64 FEET TO THE CEN1032 OF A RAILROAD EASEMENT; THENCE NORTHEASTERLY ALONG SAID RAILROAD F.ASEMEMQN A CURVE 13 THE RIGHT. CEDER OF SAN CURVE BEARINGS 76 SAID CURVE HAVING A RADIUS OF 410.28 FEET, AN ARC DISTANCE OF 102 FEET THROUGH A CENTRAL ANGLE OF 14.1440 ; THENCE N 12'29'30' W, 3338 FIEF; IHETNCE N 47426' W. 50.16 FELT; TII11°YE N 1 4179' (.54.76 F4T TO THE NOR11I MARGIN OF THE SOUI1EASTQUARITR OF SOUTHWEST Q6ARH 3L: THENCE S 878513' 0, 250 an TOME WEST MARGIN OF SOUTHCENTER PARKWAY: HENCE S 1°0835' W, 21133 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS PARCEL CTIY OF TUKWILA BOUNDARY UNE AADAJSIDENF I RECORDED UNDER KONG COUNTY RECORDING NUMBER 781 1290697.) TOGETHER writ HEAT PORTION OF PARCEL. B. CTIY OF TUKWILA BOUNDARY LIE ADBSEMENFNUMBER 89.1042., AS RECORDED CINDER KING COUNTY AUDITOR FILE NUMBER 8912270422, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST MINER OF SAID PARUEL BCITY OF TTACWILA BOUNDARY LINE ADJUSTMENT NUAB3FA 89- I081A; 11IIINCE S 11114' W. 5434 THENCE S 4'3426" E.50.16 FEET; THENCE S 12°28'30' 6 3338 FFE11O THE G]NT17UINEOF A RAILROAD EASEMENT; THENCE SOUTHWESTERLY ALONG SAID CFNTEIUJNE ON A CURVE TO THE 1888. CENTER OF SAID CURVE. BEARINGS 42 EAND HAVING A RADIUS OF 410.28 FEET, NAND AN ARC DISTANCE OF 10199 FEET THROUGH A CENTRAL ANGIE OF 14 1436'; THENCE 1488°51'25' W, 35.13 FEET TO A POINT ON A CURVE TO DIE RIGHT, 30 FIEF NORTHWESTERLY AND PARALLEL WITH SAID CENTERLINE OF A RAILROAD EASEMENT, SAE) POINT BEARINGS 58' 4377 E. SAID CURVE HAVING A RADIUS OF 440.28 FIEF; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH ACQNIRAL ANGLE OF 14•2417', Al ARC DISTANCE OF 110.69 FEET TO A POINT 30 FELT WESTERLY AND PARALLEL WT1E 111E EASTERLY MARGIN OF SAID PARCEL B CITY OF 11KWM BOUNDARY U.°E ADRSFMBNF NUMBER 89- I0.81A; 11ENLE N 12°22'30" W. 1839 FFEP. THENCE N 47476" W.53.87 FEET; THENCE N 111'39" F. 56.60 FEET TO THE. NORTH MARGIN OF SAID PARCEL B CITY OF TUKWIA BOUNDARY LINE ADJUSTMENT NUMBER 89- 10-BHA; THENCE S1175513" E MIND SAID MARGIN. 3000 FEET IOTHE POINT OF BEGRNNINCK SITUATE IN THECOIINIY OF KING, STATE OF WASHINGTON. PARKING LANDSCAPING FRONT PARKING LUl00C*PING REQUIRED: 41 STALLS 4 15 S.I. 615 S.F. PROPOSED 628 S.F. 8A1C PARKING LANDSCAPING: WARRED BSTALLS 4 10 SF. • 80 S.F. PROPOSED: 303 S.F. W% DISTANCE FROM STALL TO LANDSCAPING S 90' -0' 'PARKING NOT. 5C -3 (17401 SOUTHCENTER PARKWAY) HAS 90 PARKING STALLS AND REWIRES ONLY 66 STALLS. SO -5 (17305 SOUTHCENTER PARKWAY) WILL HAVE A COVENANT PARKING ARRARODIOCT WON SC -3 TO USE THE 20 SPACES SHOWN. SITE & BUILDING STATISTICS USE: ZONING: DGCUPANCY: CONST. TYPE ONE 5110*? CROSS SF: BULK RETAIL REGULAR RETAC & STORAGE HNC 80 5PRI40.800 25,814 S.F. EXTERIOR LIGHTING LEGEND L fRE DEPT. / "-ACCESS / I EXISTING ETHAN ALLEN FURNITURE STORE (RETAIL) 3 CAS METERS BIKE RACK FOR (3) BOSS F.F. UV. 27.00' 1,046 0508 ZONING: OCCUPMELY: C949. TYPE: ONE STORY GROSS SF: NET SF: PROPOSED RETAIL BUILDING BMX RETAO. TUC VH, 25,814 5F. PARKING RE0'D: 8181( 8E740 19,8784( 0 1/400 REGULAR RETAIL 4,005.1 0 1/250 STORAGE 1,048 0 1/1000 e 1 PARKING SHOWN 49 STALLS 69 STALLS 14 COMPACT 2 53 STMIARD 61,509 S.F. 117305 SOUTFKE1RER PARKWAY SOUTHCENTER PARKWAY CC g DEAN ALIEN PROPERTY TCINITY MAP NOUN ALLEN PARKING 1 1 1 l t - J- ■ • (.1 0) • Attachment F 1 FLOOR PLAN 3/32' -1.- C - 5 R ETA I L BUILDING 17305 SOUTHCENTER PARKWAY, TUKWILA, WA. ERRS LLC I 05-112 job no. LANCE MUELLER & ASSOCIATES A R C H I T E C T e • A I A 130 LAKESIDE • SEATTLE, WA 98122 • 206 325 2553 P10 drawn � ' Checked 10-11-06 2 APPL REV. REVISIONS 1 APPl1CAlI0N REVIEW 9 -27 -06 5 o f -6 dote no. revision date 10-11-06 _..JS/0ECKER /A2 -0 + zret: BASE.dwg O O O O H 15' 44' 1 j 137' 122-4( . P1 Z O 37. 37. 37. 8 1 l - - � e4DO - .,, � 9 x )t 'Y - �(. �� ' � :'�:; }4f ih � .., 1:::;.... �{ ..1,r St(` Y.v .. � "� "} .. rt 6 1 5 {{ ,y . #J�d k 5' - ~ i r + °_u �t' F la �c ac sa w of s. sr . �"a., t fl J" �r . �.. . �' ` ti ?Mr t N: , Y T # CO ®-L^ , 't } ' .r� -`-5 .. d rt t x 1 1� `7k• frt� .. � ( w , Jew ' �} ; F� :+ yf R. 4 l2 r {(d} c� w ®h � �rdf'�• tip ? � b (ti ,., m k .�''' �.,, 'f" ® i�T �' i + rl��+ �o` ' t l ,. 1 r S " > sx;y it k '3` 1j "n ■.� rt f' r , >CS.' - 2`y" s. r` ''T` Wit`4 tLwi %" ' ''� - rc- •S"i}' L- r'fr� .. .= k r-... ' `h' "..�ty ...- a; -.:. e . 1- ' t 0 ": ' e�`o .}�.. L.- '3 iti, i ')`t "'•i { rya . . y: • t dl ''..tv.�.: -3. .'. , fw a • 'j� f t ! . 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ALL GLASS ABOVE CANOPIES TO BE SPANDRAL GLASS. N 0 R T H SOUTH WEST E L E V A T I O N 711,1111E 1 b . \..YY�Y�t•ta■ .. 1111111 11111 111111 E L E V A T I O N T%: 3-: ftg�' i!' �f3AY'. '- '_Y'i.,.x�i.1€'�`ksi�S'�`ais 'k•"�/&`>w�.�S+���'1w.: E L E V A T I O N • 1 b--. 9 6c 1a 3b. c 111111111111111 ■77-' f'0: r�irV ( 1 a, 3b. I(Ik 1 �l�l (I 11�'l�ll l ijlj1 1 1jl l l l l l l l i(� 1 1 1 1 1 1�1i1�1 I�l< 11.1 1�11111 11 1�1 1�111.1 -I�Ii 1.1�1 -1 1 1 1 1 -1 -1�1 1 1 1 1 6a, 2a. 1b 9: • • 3b. co Exterior Reich 6 Color SdIedlde I a. Metal ecca g, roofing 5hermal Weans 5W2019 and carepes 'June Bug" 1 b. Metal cope.. rectum Sherman Wilms 5x2020 and canopies 'Adlrq,dad.' 2a. CMU bast fidd Mutual Marcnals 'Burgundy Red' n splt- lace tawne 2b. 0.111 bus $ field Mutual Matrnals 'Mesa Tan' n spit -far. texture 2c. CMU wainscot Mutual Matenals 'Mesa Tan' in smooth- face terbare 3a. Stucco n fuse texture Sienna, Wroans 5W2023 - pact 'Threshold Tape 3b. Stucco n hne torture Sherman Wroane SW2024 - pant 'Gobi Base 3c. Stucco in Me texture Stoma, Wroane SW2022 - pant 'Dry Dock' 4. Storefront and glee Clear amimd stcre6wt WI, dear ..land slabs 5. Metal sem. $ M. M. Siena, Wroaro 5x2022 doors pant 'Ay Dock' Ca. Camay Colors Shaman %roams SW2940 6b. Canopy Colas Nu-ray Metal M1ed cts. Fc Dark Brace' Co. Cinpy Cows Sherman Woars 5x2802 •Roolam od Red' 7. Shame h40 future (see lightmg future schedule) 6. 0411 5.00 h Cap MAUI Moterub •sardsccne ^,V face 9. keel T,be Trees - . Wroars 5W2020 �OaCRETE BASE PYLON SIGN =VG ID RATa1 MC. ELEVATION 6 sa put lux) Y 1911 COLOR 3/4" PLYWOOD CAP CONT. RESILIENT TUBE 2- TREATED 2x4'S METAL COPING - SHERMAN iu WILLIAMS SW2019 "JUNE BUG" m LAY -IN SUSP. ACOUS. CLG N 8 "x8 "X16" DARK SPLIT -FACE CMU SOLDIER COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X12" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X16" LIGHT SMOOTH -FACE CMU RUNNING COURSE - MUT. MAT'L. "SANDSTONE" 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE MUT. MAT'L. "BURGAND RED" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. soKe vr•r.c• WALL SECTION @ EAST WALL T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET ONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 12 ' R -10 PERIMETER RIGID INSULATION ., - :�eee.!xt;r,:Tur; ^::.:•: e•. a',::,,.• :: ,• ::. v::.�s; :; v:: a:. :,y::x,::1,:.,•a:• • IF A 3/4" PLYWOOD CAP CONT. RESILIENT TUBE — - - - iv METAL COPING - SHERMAN WILLIAMS SW2019 "JUNE BUG" FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS TYVEK' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT SHERMAN WILLIAMS SW2022 "DRY DOCK" LAY -IN SUSP. ACOUS. CLG 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" SCONCE LIGHT 8 "x8 "X16" LIGHT SMOOTH -FACE CMU RUNNING COURSE - MUT. MAT'L. "SANDSTONE" 8 "x8 "X16" DARK SPLIT -FACE M iv CU RUNNING COURSE MUT. MAT'L. " BURGAND RED" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION © EAST WALL SCOLD 1/r.rd T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1 4' PER 12" R -10 PERIMETER RIGID INSULATION N 3/4" PLYWOOD CAP CONT. RESILIENT TUBE METAL COPING - SHERMAN WILLIAMS SW2019 "JUNE BUG" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. 1 4 PER t 2" FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT SHERMAN WILLIAMS SW2022 "DRY DOCK" CLR. ANOD. ALUM. STOREFRONT W/ 1" INSUL. CLR. GLASS - T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK R -10 PERIMETER RIGID INSULATION e +op T T1 APPL REV. REVISIONS IJOISI AQJ •ou qof z I Fix drawn checked 04op 90 -u-ol s 1 1 ; A `L SC -5 RETAIL BUILDING 17305 SOUTHCENTER PARKWAY, TUKWILA, WA. ERRE LLC t EXTERIOR WALL SECTIONS 1 / 2 ' _ 1'— .ANCE MUELLER & ASSOCIATES — J { sheet A4.0 3/4" PLYWOOD CAP CONT. RESILIENT TUBE 2- TREATED 2x4'S METAL COPING - SHERMAN iu WILLIAMS SW2019 "JUNE BUG" m LAY -IN SUSP. ACOUS. CLG N 8 "x8 "X16" DARK SPLIT -FACE CMU SOLDIER COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X12" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X16" LIGHT SMOOTH -FACE CMU RUNNING COURSE - MUT. MAT'L. "SANDSTONE" 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE MUT. MAT'L. "BURGAND RED" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. soKe vr•r.c• WALL SECTION @ EAST WALL T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET ONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 12 ' R -10 PERIMETER RIGID INSULATION ., - :�eee.!xt;r,:Tur; ^::.:•: e•. a',::,,.• :: ,• ::. v::.�s; :; v:: a:. :,y::x,::1,:.,•a:• • IF A 3/4" PLYWOOD CAP CONT. RESILIENT TUBE — - - - iv METAL COPING - SHERMAN WILLIAMS SW2019 "JUNE BUG" FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS TYVEK' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT SHERMAN WILLIAMS SW2022 "DRY DOCK" LAY -IN SUSP. ACOUS. CLG 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" SCONCE LIGHT 8 "x8 "X16" LIGHT SMOOTH -FACE CMU RUNNING COURSE - MUT. MAT'L. "SANDSTONE" 8 "x8 "X16" DARK SPLIT -FACE M iv CU RUNNING COURSE MUT. MAT'L. " BURGAND RED" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION © EAST WALL SCOLD 1/r.rd T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1 4' PER 12" R -10 PERIMETER RIGID INSULATION N 3/4" PLYWOOD CAP CONT. RESILIENT TUBE METAL COPING - SHERMAN WILLIAMS SW2019 "JUNE BUG" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. 1 4 PER t 2" FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT SHERMAN WILLIAMS SW2022 "DRY DOCK" CLR. ANOD. ALUM. STOREFRONT W/ 1" INSUL. CLR. GLASS - T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK R -10 PERIMETER RIGID INSULATION L FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT KELLY MOORE CRESTED BUTTE" (KM565 —L) 8 "x8 "x16" LIGHT SMOOTH —FACE CMU BONA BPAM — MUT. MAT L. SANDSTONE" 4 1/2" ANOD. ALUM. MULLION CLR. ANOD. ALUM. STOREFRONT W/ 1" INSUL. CLR. GLASS CLR. ANOD. ALUM. STOREFRONT . W/ 1" INSUL. CLR. GLASS 4 1/2" ANOD. ALUM. MULLION N 3/4" PLYWOOD CAP CONT. RESILIENT TUBE METAL COPING — NU —RAY METAL f N PRODUCTS, INC., "COPPER PENNY" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION @ EAST WALL sale L/r•r -o• T -1 -11 OVER 2 LAYERS 'MEW COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1 4 PER 12" R -10 PERIMETER RIGID INSULATION w Zo N 3/4" PLYWOOD CAP CONT. RESILIENT TUBE METAL COPING — NU —RAY METAL PRODUCTS, INC., "COPPER PENNY" FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS 'MEW COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT KELLY MOORE m "CRESTED BUTTE" (KM565 —L) T METAL CANOPY 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION @ EAST WALL SOLE qr.r -o• T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1 4" PER 12 R -10 PERIMETER RIGID INSULATION m N METAL COPING — NU —RAY METAL N PRODUCTS, INC., "COPPER PENNY" m a V METAL CANOPY 3/4" PLYWOOD CAP CONT. RESILIENT TUBE FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT KELLY MOORE CRESTED BUTTE" (KM565 —L) 4 1/2" ANOD. ALUM. MULLION CLR. ANOD. ALUM. STOREFRONT W/ 1" INSUL. CLR. GLASS 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION @ EAST WALL SOLD L/r.no' T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1 4' PER 12 R -10 PERIMETER RIGID INSULATION 3 slop SNOISN3tl 'AM 1ddJ °1 C uols!AoJ •ou o4 ap 90 —tl —OL •ou qo au —so voc drawn pe1ae4D 4 41 40 , SC -5 RETAIL BUILDING 17305 SOUTHCENTER PARKWAY, TUKWILA, WA. ERRE LLC 1 EXTERIOR WALL SECTIONS 1/2' ° i' .ANCE MUELLER & ASSOCIATES sheet A4.1 L FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT KELLY MOORE CRESTED BUTTE" (KM565 —L) 8 "x8 "x16" LIGHT SMOOTH —FACE CMU BONA BPAM — MUT. MAT L. SANDSTONE" 4 1/2" ANOD. ALUM. MULLION CLR. ANOD. ALUM. STOREFRONT W/ 1" INSUL. CLR. GLASS CLR. ANOD. ALUM. STOREFRONT . W/ 1" INSUL. CLR. GLASS 4 1/2" ANOD. ALUM. MULLION N 3/4" PLYWOOD CAP CONT. RESILIENT TUBE METAL COPING — NU —RAY METAL f N PRODUCTS, INC., "COPPER PENNY" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION @ EAST WALL sale L/r•r -o• T -1 -11 OVER 2 LAYERS 'MEW COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1 4 PER 12" R -10 PERIMETER RIGID INSULATION w Zo N 3/4" PLYWOOD CAP CONT. RESILIENT TUBE METAL COPING — NU —RAY METAL PRODUCTS, INC., "COPPER PENNY" FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS 'MEW COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT KELLY MOORE m "CRESTED BUTTE" (KM565 —L) T METAL CANOPY 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION @ EAST WALL SOLE qr.r -o• T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1 4" PER 12 R -10 PERIMETER RIGID INSULATION m N METAL COPING — NU —RAY METAL N PRODUCTS, INC., "COPPER PENNY" m a V METAL CANOPY 3/4" PLYWOOD CAP CONT. RESILIENT TUBE FINE TEXTURED STUCCO OVER METAL LATHE OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP OVER 3/4" PLYWOOD, PAINT KELLY MOORE CRESTED BUTTE" (KM565 —L) 4 1/2" ANOD. ALUM. MULLION CLR. ANOD. ALUM. STOREFRONT W/ 1" INSUL. CLR. GLASS 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION @ EAST WALL SOLD L/r.no' T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1 4' PER 12 R -10 PERIMETER RIGID INSULATION 3/4" PLYWOOD CAP CONT. RESILIENT TUBE 2- TREATED 2x4'S • • METAL COPING - SHERMAN iu WILLIAMS SW2019 "JUNE BU zik G" 8 "x8 "X16" DARK SPLIT -FACE CMU SOLDIER COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X12" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" 2x2 STEEL TUBE TRELLIS ANCHORED TO CMU W/ 1/2 "0 x 9" PARABOLTS LAY -IN SUSP. ACOUS. CLG 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X16" LIGHT SMOOTH -FACE CMU RUNNING COURSE - MUT. MAT'L. "SANDSTONE" 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE MUT. MAT'L. " BURGAND RED" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION @ WEST WALL SCALD inw-cr s we r3.. ill= lama .14% rig Iiii ims lid 1 1* LAI B ri a I lig WE } la T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1/4" PER 12 R 10 PERIMETER RIGID INSULATION q Z e ;op SNOISIA321 7021 iddY 01 c uotstnei •ou Glop 9O - l1 - 01 ..a •ou qo Zll -SO PIK drawn checked 8C -5 RETAIL BUILDING 17305 SOUTHCENTER PARKWAY, TUKWILA, WA. ERRE LLC 1 EXTERIOR WALL SECTIONS fir a .ANCE MUELLER & ASSOCIATES L■/\/\/ R C M I T E C T E • A I A 130 LAKESIDE • SEATTLE. WA 98122 • 206 325 2553 sheet A4.2 3/4" PLYWOOD CAP CONT. RESILIENT TUBE 2- TREATED 2x4'S • • METAL COPING - SHERMAN iu WILLIAMS SW2019 "JUNE BU zik G" 8 "x8 "X16" DARK SPLIT -FACE CMU SOLDIER COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X12" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" 2x2 STEEL TUBE TRELLIS ANCHORED TO CMU W/ 1/2 "0 x 9" PARABOLTS LAY -IN SUSP. ACOUS. CLG 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE - MUT. MAT'L. "BURGANDY RED" 8 "x8 "X16" LIGHT SMOOTH -FACE CMU RUNNING COURSE - MUT. MAT'L. "SANDSTONE" 8 "x8 "X16" DARK SPLIT -FACE CMU RUNNING COURSE MUT. MAT'L. " BURGAND RED" 4" PERFORATED PVC FOUNDATION DRAIN SET IN FREE DRAIN MATERIAL PER SOILS REPORT. WALL SECTION @ WEST WALL SCALD inw-cr s we r3.. ill= lama .14% rig Iiii ims lid 1 1* LAI B ri a I lig WE } la T -1 -11 OVER 2 LAYERS 'TYVEK' COMMERCIAL WRAP CONT. G.I. REGLET CONT. TREATED CANT CLASS 'A' B.U. ROOF W/ MINERAL CAP SHEET OVER SHEATHING OVER R -19 RIGID INSULATION OVER METAL DECK 1/4" PER 12 R 10 PERIMETER RIGID INSULATION 30' NEW CONC f.■. RETAINING WALL POINT OF CONNECTION (SEE DETAIL) VERIFY WATER METER LOCATION PRIOR TO CONSTRUCTION LANDSCAPE IRRIGATION PLAN 10' 20' 40' SCALE: 1 "= 20' -O" 23.14-0 1" N. • 80' J NORTH z BASE MAP FROM LANCE MUELLER AND ASSOCIATES, SEATTLE, WA SgUTIICENTER P / • • CT I I i _ � tllllhlllll .� : upu r I 1 IRRIGATION LEGEND SYMBOL MANUFACTURER PSI RADIUS GPM LOCATION NOTE: PLACE ALL LAWN HEADS IN LAWN, MIN. 3" AWAY FROM PAVING OR REDLINE RAIN BIRD 1804 W/15F-LA MPR PLASTIC NOZZLE 30 15' 3.70 LAWN RAIN BIRD 1804 W/I51I -LA MPR PLASTIC NOZZLE 30 15' 1.85 LAWN RAIN BIRD 1804 W/ISQ -LA MPR PLASTIC NOZZLE 30 15' 0.93 LAWN 9 0 D Ea O • • O • RAIN BIRD 1804 W/12F MPR PLASTIC NOZZLE RAIN BIRD 1804 W/12H MPR PLASTIC NOZZLE RAIN BIRD 1804 W/12Q MPR PLASTIC NOZZLE RAIN BIRD 1804 W/10F MPR PLASTIC NOZZLE RAIN BIRD 1804 W/10H MPR PLASTIC NOZZLE RAIN BIRD 1804 W/10Q MPR PLASTIC NOZZLE RAIN BIRD 1804 W/9SST MPR PLASTIC NOZZLE 30 9'x18' 1.73 RAIN BIRD 1804 W /15SST MPR PLASTIC NOZZLE 30 4'130' 1.21 RAIN BIRD 1804 WISEST MPR PLASTIC NOZZLE 30 4'05' 0.61 NOTE: USE 6" POP -UP HEIGHT HEADS ADJACENT TO HEAD IN PARKING STALLS. USE 12" HEIGHT POP -UP HEADS IN ALL OTHER LOCATIONS. DO NOT CONNECT INTO SIDEPORT OF 12" POP -UP HEADS. RAIN BIRD 1812 W/15F MPR PLASTIC NOZZLE 30 15' 3.70 RAIN BIRD 1812 W/15H MPR PLASTIC NOZZLE 30 15' 1.05 RAIN BIRD 1812 W/15Q MPR PLASTIC NOZZLE 30 15' 093 RAIN BIRD 1812 W/12F MPR PLASTIC NOZZLE RAIN BIRD 1812 W/1211 MPR PLASTIC NOZZLE RAIN BIRD 1812 W/12Q MPR PLASTIC NOZZLE RAIN BIRD 1812 W/10F MPR PLASTIC NOZZLE RAIN BIRD 1812 W/1011 MPR PLASTIC NOZZLE RAIN BIRD 1812 W/10Q MPR PLASTIC NOZZLE RAIN BIRD 1812 W/15SST MPR PLASTIC NOZZLE 30 RAIN BIRD 1812 W/15FST MPR PLASTIC NOZZLE 30 DRIP LINE: MAXIMUM 18" WIDTH BETWEEN DRIP LINES ._ RAIN BIRD DRIP LINE AND REQUIRED AIR/ 30 TBD 130 VACUUM RELIEF VALVES, IN-STEM FILTERS, DIFFUSER BUG CAPS AND OTHER REQUIRED EQUIPMENT TO PROVIDE COMPLETE COVERAGE OF PLANT MATERIAL. RAINBIRD PEB SERIES AUTOMATIC CONTROL VALVE, SIZE PER PLAN AND PROVIDE AMTEX CONTROL BOX & MIN. 2 CU. FT PEA GRAVEL RAINBIRD PEB SERIES AUTOMATIC CONTROL VALVE, SIZE PER PLAN AND RAINBIRD DRIP LINE VALVE • PER MANUFACTURE SPEC. PROVIDE AMTEX CONTROL BOX & MIN. 2 CU. FT PEA GRAVEL. O WATER PRESSURE REDUCING VALVE - WATTS SERIES U5, USB, SIZE PER P.O.0 DETAIL e MUELLER BRASS ISOLATION VALVE, SIZE PER P.O.C. DETAIL, INSTALL IN ROUND 6" AMTEX CONTROL BOX B'-4 FEBCO DBL CHECK VALVE, SIZE PER P.O.C. DETAIL, INSTALL IN LARGE AMTEX CONTROL BOX PER DETAIL l RAINBIRD QUICK COUPLER VALVE 44RC, ASSUME 1" UNLESS OTHERWISE NOTED ON PLAN. PROVIDE HOSE SWIVEL INSTALL PER DETAIL RAINBIRD ESPSMC • it STATION AUTOMATIC CONTROLLER. PROVIDE CONDUIT TO POWER SOURCE AND CONNECT TO POWER SOURCE L GLEN HILTON MC MINI CLICK I RAIN SENSOR WTL'H BY -PASS SWITCH. INSTALL PER OWNER. 2" MAIN SCHEDULE 40 PVC MAIN LINE, SIZE PER PLAN. MIN. DEPTH 18" BELOW FINISHED GRADE. Y4" 2" SL CLASS 200 PVC LATERAL LINE, SIZE PER PLAN, MIN. DEPTH 12" BELOW FINISHED GRADE SCHEDULE 40 PVC SLEEVING, SIZE PER PLAN, MIN. DEPTH 18" BELOW FINISHED GRADE FOR MAIN LINE. SCHEDULE 40 PVC SLEEVING, SIZE PER PLAN, MIN. DEPTH 12" BELOW FINISHED GRADE FOR LATERAL LINES. BED LINE VALVE KEY VALVE NUMBER 00 -VALVE GPM (GALLONS PER MINUTE) ( "S" Indicates Shrub Zone, "L" Indicates Lawn Zone) 1 1/2" - VALVE SIZE NO SCALE ALVE PSI (OPERATING PRESSURE) 1.01109 01 Maw aM .• nom MCI I 1:0117t 4-1011 MOM 01 = O LOOT* aMm 1 Manna a .MEET El/ sal n TM won ORME RC r com RR 10 MEM VOL OM 1.000 M mwMwr .110 BRIO/ : 1 MT ®ma.a n D ETAIL, 4UI•K- COVPLIN6 VALVE 30 30 30 30 30 30 30 30 30 30 30 30 12' 12' 12' 10' 10' 10' 12' 12' 12' 10' 10' 10' 2.60 130 0.65 1.57 0.78 0.39 130 0.65 137 078 039 4'130' 1.21 4'x15' 0.61 LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN SHRUB SHRUB SHRUB SHRUB SHRUB SHRUB SHRUB SHRUB SHRUB SHRUB SHRUB SHRUB 00110/01010 TCP Or 0001 V.= R MO ■ 10no•. pow MR (ax n� Im ' " OF ICAO NINEJNE EWE DO Nan. RE • RICE All 1AWN 8FA011 M LAWN AREA MIN. 4AREA MN. 4 FROM EOGE OPEOOE A PAVING OR 8101.010. N PPACE ALL SHAW HEWS M SHRUB BEDS. •00 C NCR DI(G SIDE M POORT OF HEAD SIR ALL kIC1URE5. DETAIL, POP-VF BRAY SPRINKLER NO SCALE IRRIGATION NOTES 1. Irrigation design and layout assume. minimum 80 lbs. static water preeure 65 GPM at point of comedioo. Verify PSI and GPM, Idscrepancy .data report to Landscape Architect and owner before proceeding. 2. The Landscape Contractor shall toped the site and verify existing conditions and dimensions pri to bidding and coostructon 3. Irrigation plan is d(aprammaBC Adjust pipe, valves and irrigation beads according to field condition and plant locations. Report any discrepe ldea to Landscape Architect 4. Coordinate irrigation poles of connection and location of automatic controller with General Contractor. 1 -1/2" Water Meter by General Contractor. Coordinate W work with other trades involved- 5. All valves will be placed in valve boxes Ina manner which fadlitates access for maintenance. Locate valves In shrub and ground corer beds unless approved by Landscape Architect. No vase boxes In lawn eons. 6. All components of irrigation .•stem shall be Installed and adjusted to provide adequate coverage and no over ir pray onto buildings, windows, or paved areas. Contractor s responsible for providing a complete working rigation system. 7. Contractor s responsible for any damages to bedding and infrastr ..ro, during landscape construed*. 8. Bury control wires below mainline and tape to mainline every 10' oe. 9. Floss mainline before Installing valves. Flush cone Bees before Installing noxoks Test entire system before backfdling trenches 10 Electric Vases and Backflow prevention assembly to be placed in blow grade vase boxes and Installed In shrub beds. Verify that valve boxes are not placed where plant materials are to be Installed Provide slaving under all paved surfaces. 11. Provide full coverage to all lawn and shrub beds. Install additional irrigation heads as necessary to achieve soil coverage and water to all plantings. 12. 120 AC Electrical power mu. at controller location shall be provided by General Contractor. The landscape Contractor shall make the final connection from the electrical sauce to the controller. AO wiring per L & I Codes 13. All irrigation heads to be Installed perpendicular to finish grade unless otherwise specified. Place .0 lawn beads In lawn areas, 4" from edge of paving or bedfne. Place all shrub beds In shrub beds, min. 4" from bedlioe and min 10" from all structures. DO NOT CONNECT 12" POP -UP HEADS INTO SIDEPORT. 14. Winterising the system: The irrigation contractor shall install • manual drain valve assembly. Draining the mainline shall be accomplished by (ntrodudog compressed air Into the system through the quick coupler valve at the point of connection. 15. Demonstrate working system to building maintenance manager upon completion and acceptance. 16. Loos all chillies before digging. Call 14800)4245555. 17. Install Irrigation system in accordance with all applicable codes and ordinanns. 18. Mount Rain Sensor near top of building Place in approved location with Landscape Architect 19. From controller install one .pare yellow wire to each valve box. AU wire spline to be for wire connections: DBY -Diced Bury Splice by 3M. 20. Contractor to provide reprodudble myiar As -butt drawings to Landscape Architect prior to closeout of job. 21. Bedded 1 control wires to be spliced in control bonzes only. 22. Asphalt and/or concrete to be removed 2" from behind extruded curb or ddewa(k In planter. 23. Install rock outcrops and/or dry creek beds prior to Installation of Irrigation. 24. Provide one (1) year warranty for parts, materials and workmanship opoo final acceptance date from owner for work completed per Irrigation Plan. 25. Verify onsls underground vault location per CIA Engineer prior to construction. All mainlines to be buried min. 18" depthbdow glade; lateral Roes to be buried min. 12" depth below grade. POINT OF CONNECTION DETAIL INN tJ /T 1' Cal. CHECK ASSEMBLY 1 1/4' MAN UNE MANUAL DRAIN VALVE QUICK COUPLER'. 1 1' WATER METER BY OTHERS (WATER PRESSURE REDUCING VALVE - WATTS) 1 STOP VALVE - MUELLER SCHEDULE BO PVC UNION 4 NO SCALE DETAIL, BAGKFLON PREVENTER NO SCALE aeon EINEM LOOM 01 sans. roam weer CONNECTION toe HC.•OLK RE 50140 TEE 01 ill 9YC fbi b IMO RORER sae 4CMaL RE rIlnl Wan 000 ' 110021 DETAIL, REMOTE CONTROL VALVE al i�ut�nl "y9n; :i ".I NOM I. MOLL MOOIA P0EVENTG as REOURM R LOCAL ernes 10 WOO Coassmrt. WOW LO CM amUOmRa MON TO 1110m1RMOL L MOLL MO= REO EO 01 as 11 01 sass MR CONTROL CORD D M ON TEO ROR TO RIUTON OF Menem. RC MO WPM FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE Wki Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple Vdley,Wasbb.Rton 98038 phone: (425) 432-9877 fax: (425) 432 -9878 e maI : lanch(gbethmxea.sodateoeom www.bethanea.sodates.eom STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LSUC®ON R Bs7'BUNE CERTIFICATE No. 462 REVISIONS Revived per Corner Email • WW(e/06 1 LRB 102406 City /x \H Pe x: 11/1/06 from.B Darer: Mavager, Era Limited ILblmy Co. LRBA/I.H. - 110606 SC -5 RETAIL SOUTHCENTER PARKWAY TUKIWILA, WASHINGTON LANDSCAPE IRRIGATION PLAN JOB NO. 826179 SCALE: I ".20'." 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IE N 17.26 40' IE E 15.78 56' E 5157856' E 5 24' 19.46 112' 8AceordF9 to the ar161nd WpF6WN9 P ons. Wore 14 o second WW1 66. to IN West. No 211 SENN vs.. Awn. GE 2203 E NE 19.43 12' Otieo. 173312' E W 15.14 4 12 E M sake 16. Elton Coleco 13.13 E5mod 12' GE 2236 N 14.66 12' E 5 14.66 16. E SE 17.76 12' 88' 14.66 4903 Two GE 2235 E NW 17.95 16. E S 17.75 12' Stet 10.35 ( CO Two 1 GE 2232 E N *892 *2' E 5 13.92 12' 8tm 17.42 4903 Two 1 GE 22.10 10 N 19.75 12' Biro 15.10 18151:4411 GE 24.20 E N 135048' E 5 1150 48' E s 19.45 12' C8 Two 1 GE 22.2 1E-19.5 ®03 T 6 -2 2 .4 1 IE 245 49 49 T1p 1 GE 21.1♦ E E 19.29 8' 1E IT 19.29 6' 8*m 17.74 1® G6 T. 1 GE 21.27 E E 19.37 8' E NW 19.426' E W 19.32 8' 13. 17.67 1003 T,p. 1 OE 2397 E 6 21.12 8' E SW 21.32 8' 814n 2002 ®G 26.52 ENE 23.928' Sim 2252 46. saw LE 24.74 E 62*34 412' E E 21.29 12' 8Ln 18.99 ® •6. saw Q 38.36 EN 27.388' E NE 25.06 12' E SW 32.71 16' B ON 23.96 Co 46. 55161 ROn 22.66 E W 17.23 6' E N 17.23 6' E E 17.13 8' SWY4, SEC 26, TWP 23N, RGE 4E SAMTARY SFNiR MAW. GC. CONSTRUCTION SEQUENCE: 1. ARRANGE A140 41225 PRECONSTRUCTION MEETING 111111 OTT CC TUNISIA INSPECTOR. 2 FLAG CLEARING OATS 5 INSTALL CONSTRUCTION EN1RANCE (NOT USED) 4 CLEAN OUT CB'S & &STALL MSC C8 FILTERS ANO CLEAR AREA OF PROPOSED WON. 5 &STALL SEDIMENT CONTROL SYSTEMS. AS SPEOFdD. 6 PERFORM GRAONC, &STALL UTILITIES. & INSTALL PAVEMENT. 7 SEED OR SURFACE DISTURBED AREAS & CLEAN OUT 51'000 DRAIN SYSTEM. S REMOVE SEDIMENT CONTROL MEASURES AFTER 511E HAS BEEN STABILRED AND THE OTT'S INSPECTOR HAS APPROVED THE REMOVAL 1 2 3 4 5 6 SHEET INDEX CALL 2 DAYS BEFORE YOU DIG 1-800- 424 -5555 LOCATE ALL UTILITIES PRIOR TO ANY WORK. VICINITY MAP LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST WARIER OF SECTION 28. TOWNSHIP 23 NORTH, RANGE 4 EAST. W.Y., BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE N 87'45'57' W, 481.05 FEET TO THE WEST MARGIN OF SQITHCENTER PARKWAY; THENCE N 1159'33' W ALONG SAID MARLIN. 830.58 FEET; THENCE CONTINUING ALONG SAID MARGIN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 991.37 FEET. AN ARC DISTANCE OF 227.28 FEET THROUGH A CENTRAL ANGLE OF 1398'08'; THENCE N 1'08'35' E 74.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 8851'25' W. 69 FEET; THENCE N 198'35' E, 12 FEET; THENCE N 6851'25' 5, 38 FEET; THENCE 5 1'08'35' W, 12 FEET; THENCE N 8851'25' W, 195.64 FEET TO 111E CENTER. OF A RAILROAD EASEMENT; THENCE NORTHEASTERLY ALO116 SAID RAILROAD EAS ON A CURVE TO THE RIGHT, CENTER OF SAID CURVE BEARING 9 5671315'51', SAID CURVE HAVING A RAOIUS OF 410.28 FEET, AN ARC DISTANCE OF 102 FEET THROUGH A CENTRAL ANGLE OF 1414'40'; THENCE N 1228'30' 5, 33.38 FEET; THENCE N 4'34'26' W. 50.16 FEET; THENCE N 1'41'39' E. 54.76 FEET TO THE NORTH MARGIN OF THE SOUTHEAST QUARTER OF SOUTHWEST QUARTER; THENCE S 8755'53' E. 250 FEET TO THE NEST MARGIN OF 5031HCENIER PARKWAY; THENCE 5 198'35' W. 211.33 FEET TO THE TRUE PONT OF BEGINNING; SITUATE IN THE COUNTY OF KING STATE OF WASHINGTON. (ALSO KNOWN AS PARCEL B, an DF TUKWILA BOUNDARY LINE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 7811290697.) SURVEY NOTES SURVEY BY EMERALD LAND SURVEYING CONTOUR INTERVAL - 2 FOOT VERTICAL DATUM - NAVO 88 BENCH MARK: 'Top SE Boll of Bova of Light Standard' ROS 22 -140. Der. 24.02. TESC PLAN GRADING PLAN SECTIONS DRAINAGE PLAN WATER/SEWER PLAN NOTES & DETAILS 11/8/06 REVISED FRONT PARKING LOT GRADING AND DRAINAGE DATE: 9/22/06 5CAL7: 1' -20' 310 706TH ST SE BOTIELL, 481 WA 96012 (475)461-9587 (425)485 -7199 (FA) /I RETAIL BLDG, SC -5 17305 5OUTHCENIER PKWY DES: DW DWN: Da) TESC PLAN DECKER DEVELOPMENT & CONSTRUCTION, INC 117 E LOUISA ST. /230 ` SEATTLE, WA 58102 PHONE: 205-545-4964 EXPIRES 5/14/ 1 of 6 20 0 10 20 10 110 5 - 20 0. Prep. repwo6 t99 Lino RE r6 WALL SSCO O, 26.50 Top of Dirt 24 RIO, 27.01 so �y 12 Wp2 )0 BER 000N REPG WALL TOE: 9.0 BEGIN RE PG WALL TO NCR , WALL TO EAST MATCH EXST : 13 Rem WALL T $I XI q • REPG WALL �( 7.510..11 NEW ( yb19 a TOE: 27.5 Y EXST 'P/L PP QI L P p 1 OPENING IN CURB EXST Woe Box OR S 88511 2S9 RUNOFF TYP 28. EXS CURB MATCH EXST GRADE EXST AD,A15T TO SW1, SEC 26, TWP 23N, RGE 4E t MATCH - EXST • 5 -: - �• ^_ rapt' REPG WALL 216, MAX • 6' c Culvert 0 N 19.62 12 SE 20.50 12 56 CP 3: 0 EARTHWORK QUANTITIES: FILL 691 CY CUT: 1512 CY QUANTITIES ARE APPROXIMATE. CONTRACTOR IS REQUIRED TO PERFORM ALL WORK NECESSARY TO BRING 9TE 70 GRADES AS SHOWN GN THIS PLAN AND TO MEET FIELD CONDITIONS. 1 EXPIRES 5/14/ 1 SITESITE OEVHfIPNS 5�5 RV 310 208TH ST SE BOD6iM, WA 98012 (428) 481 -9667 (128)460.7199 (FAX) 11/6/06 REVISED FRONT PARKING LOT GRADING AND DRAINAGE DATE: 9/22/06 SCALE: 1' ■20' RETAIL BLDG, SC -5 17305 SOUTHCENTER PKWY DES: DCD DWN: DCD GRADING PLAN DECKER DEVELOPMENT 6: CONSTRUCTION. INC 117 E LOUISA ST, 1230 %SEATTLE. WA 98102 PHONE:206- 545 -4964 2 of 6 20 0 10 20 IN W 1. 1. 1 Inch - 20 MOTOR) 1 Mee - 0 a(YERY) 40 35 RECONSTRUCT EXST RET'T WALL 30• 25 20 1 +00 30 — 25 20 1 +00 2 +00 SECTION A -FF ∎27.0 2 +00 SECTION B SW1, SEC 26, TWP 23N, RGE 4E 3 +00 LANDSCAPE. 214: IV, UAX- EXST DRIVEWAY IUSLE EXST dT 4 TOREYAIN ---" .. 20 3 +00 EXST CURD, SOUTHCENTER PKWY — a l 40 30 2H: IV, MAX •• 25 f DATE 9/221/08 SCALE; AS NOTED SRE OEV90PMENT S17NX3'S 310208TH ST SE R0H81, WA 98012 (425) 48149887 (425)185-7199 1420 RETAIL BLDG, SC -5 17305 SOUTHCFNTER PKWY DES: DCD DWN: DCO SECTIONS DECKER DEVELOPMENT & CONSTRUCTION. INC 117 E LOUISA ST. 1230 %SEATTLE. WA 98102 PHONE 208 -545 -4964 EXPIRES 1/14/ 3 of 6 99 0 50 20 S 1 100E - 20 IL 1 141. 40 ROOF DRAIN 0 1% 119,4 • T (3E4) Ce V0At , t.. 24.15 •• 31164 1... 1 1) .P G0. 2195` : TE -2 elm 19.75 .10 -23.5.5 2 y • 12 O 0.511[ a I • • ® ®a ' a 219 IE W 2141 4 ", r J 3AI3' / / / t .1 IILF 1250 0 0.55X 1N(TYPE 2 -48) TE.27.4 IE.23.79(ALL 8•) 10- 21.79(ALL 12) CONN TO EXST C8 IE- 21.3(MATCH EXST. 'w '�` _- 'i/ '. /. ( -• • 885125 E 195.84' SW1, SEC 26, TWP 23N, RGE 4E PIM 61 e cP r N •/IE(TYPE 1) • - TE -23.3 I ) IE: MATCH EXS Sa ro EAST 1' • wRAP CURB AR ND GRATE -19.45 (MATCH EXST) t. y 1 111` (REMOVE) 2 1 109LF 12 0 1.06% ...MU. IN SCALE) AD.XJST TO FG /PKWY -1 IE.22.4 IE 20.6(MATCH / EXST) 20.50 1 S • XST CB TO REMAIN. ADJUST TO FD PLUG EXST SD. NEW / IE -20.71 (MATC9 EXST. VERIFY) m YI 50 CP S 1 55 7: 2; 3 EXISTING TOPOGRAPHY NOTE: VERIFY EXISTING TOPOGRAPHY IN AREA OF PROPOSED CONSTRUCTION PRIOR TO ANY WORK. NOTIFY ENGINEER IF CONFUCTS ARE IDENTIFIED. EXISTING UTILITY NOTE: VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES (WHETHER OR NOT SHOWN) IN POTENTIAL CONFUCT W/ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. ROOF DRAIN NOTE: CONNECT NO ROOF DRAINS TO THE STORY DRAIN ON THE WEST SIDE OF THE BUILDING (UPSTREAM OF CB/1N). DATE 9/22/05 SCALE: 17305 SCUT110EN1ER PKWY DES: DCD OWN: DCD DECKER DEVELOPMENT R CONSIRUCRON, OIC 117 E LOUISA ST. 1230 %SEATTLE, WA 98102 PHGNE206- 545 -4964 E5PIRE2 5/H/ 511E OEV9DRIBlT SQN� 310 705111 ST SE 5011€1, WA 95012 (45) 481 -9557 (425)485-71990'AX) / 11/6/06 REVISED FRONT PARKING LOT GRADING AND DRAINAGE RETAIL BLDG, SC -5 DRAINAGE PLAN 4of6 20 0 10 20 1 Inch - 00 ft. 00 S4d/4 1E = 29.3 . 0- 23.3(69) 1E- 23.2(OUT) • P•4Pe90 Let Line _ 23(5 rss GE EXST DOCV, PTV, & FDC WITH 6' SYSTEM. EXST FH TO REMAIN • - 23.42 PLUG E METER DETAIL NTS • ( S 8851'2 VERIFY EXST WY SIZE & REPLACE WITH 1' 6 REOUIRED. INSTALL PER DETAIL, THIS SHEET. 195.64 0315 e'ss 0 1.765 SWY4, SEC 26. TWP 23N. RGE 4E 4) SSMH/2 • IE017.23 • TE -27.7 (VERIEYTNAT EXST Ia IE =21.0(15) IE =17:13 PRIOR _TO IE=20.9(OUT) CONSTR urrusr cipo �z- Scan Ie.) TE -22.4 IE- 17.32(IN) IE =17.22(3UT) sr Y e• co ss Culvert IE N 1052 12' 20.60 12 se cP 0 d 0 M C S se EXISTING TOPOGRAPHY NOTE: VERIFY EXISTING TOPOGRAPHY IN AREA OF PROPOSED CONSTRUCTION PRIOR TO ANY WORK. NOTIFY ENGINEER IF CONFLICTS ARE IDENTIFIED. EXISTING UTILITY NOTE: VERIFY DEPTH AND LOCATION OF ALL EXISTING UTIUTIES (WHETHER OR NOT SHOWN) IN POTENTIAL CONFUCT W/ PROPOSED CONSTRUCTION PRIOR TO ANY WORK. NOTES: 1. INSTALL A REDUCED PRESSURE PRINOPLE ASS/34 T AND FREEZE PROTECTION ON THE BUILDING SIDE OF THE WATER METER 2. BACKFLOW PREVENTER MODELS OOCV FOR FIRE: WATTS 7746 00C FOR IRR: AMES 200055 RPPA FDR DOMESTIC WATTS 00914207 3. PVC PIPE SHALL BE PER AS1M 03034. STIR 35. 4. KEEP ONE SET OF APPROVED PLANS ON STE. 5. KEEP PUBUC TIOR(S DEVELOPMENT 04DEUNES AND DESIGN & CONSTRUCTION STANDARDS ON SITE OATS 9/22/06 SCALE. 1 '-20' 17305 SOUTHCENTER PKWY DES: DCO OWN: DCD DECKER DEVELOPMENT & CONSTRUCTION, INC 117 E LOUISA ST, /230 ! SEATTLE. WA 98102 PHONE:206- 545 -4984 EXPIRES 5/14, I STFE OEVHOP I 90T SI7 4535 310 MR ST SE BOTLHL, WA 99012 (425)461 -9687 (425)425.7199 0519 RETAIL BLDG, SC -5 SEWER & WATER PLAN 5 of 6 Locations shown for existing utilities are approximate. Prior to starting construction, contact ONE -CALL (1 -800- 424 -BBB) for utility locations. 1. Project Manager BRAD DECKER 2. De1I r Engineer 3. Owner: FailigNERUCRON 4. Other _ 1. AL N0 1. Notify the Ullible Disputer at 206 - 433.0179 at lust 48 hours before ataltln8 project site work 2. Request a PUblk Works Willy Dupetlon at Wan 24 hours In advance by calling 206433-0179. 3. The Contractor assume sole responsibility for worker safety, and damage to structures and Improvements resulting from construction operation. 4. The Contractor shall have the permnit(a) and conditions, the approved plane, and a current copy of City of Tukwila Infrastructure Design and Construction Standards available at the job slta. 5. All work shall conform to Thee approved drawings. Any changes from the approved plans require pre- approval from the owner, the engineer, and the City of Tukwila. 6. All methods and materials shall meet Clty of Tukwila Infesbuturo Design and Construction Standards, unless otherwise approved by the Public World Director. 7. Contractor shall maintain a current et Of record drawings on -alb. 8. Contractor shall provide record drawings prior to project final approval. 9. Contractor shell provide traffic control and street maintenance plan for Public Works approval before Implementation. 10. An surveying for public fadlltles shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVE; 1988. Horllontal datum shag 5a NAD 83/91. For Wolcott! within a fio06 control tone, the Perml5ae shall provide conversion calculations to NOVO 1929. 11. The Contractor shall replace, or relocate all signs damaged or removed due to construction. 0RADIND AND BR05000 0ONTR01 NOT93 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requlremenb. 2. Before boolnpglg em. rnnentthl03 3'M303, establish the dealing limbs and Install consbuwon entrance. 3. 34000.110500036653110.323330101. all downstream median prevention end sediment control measures (ESC) must be concocted and N operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measure, Including all perimeter 01mtr01., shall remain In place until final site construction I Completed and permanent stabilisation h established. 5. From Hay 1 through September 30, provide temporary and permanent cover measures b protect dlabtrbed areas that will remain unwaKed for seven days or more. 6. From Oerober 1 t11r0.0h April 30, provide temporary and permanent Cover measures bo protect disturbed area that will remain unworked Tor two days or more. In addition to cover measure, the Contractor shall: • Protect stockpiles and steep cut and EU slope If uncorked for more than 12 hours. • 000dcplle, on 1Re, enough cover materials to Dover all disturbed areas. 7. By October 8, seed all areas that will remain uncorked during the wet season (October 1 through April 30). Mulch all seeded areas. yno. 11Y NOTFB 1. AI trench excavation operations shall meet or exceed all applicable shoring laws for Denote over 4 deep. All trench safety system, than meet WTSHA 2. Pone, able, tiler optla, and telephone Iona Mull be In trench with a 5' minimum horizontal separation Dorn other underground utlllUas. 3. Adjust all manhole, catch basins, and valve tat public rights Or easement, after asphalt paving. 970014 DRAINAGE NOTE 1. All methods and materials shall meet CRy of Futrell* Innestruture Design and Conabuctlon Standards, and the current King County Surface Water Design Afanual, unless dhen/Ise approved. 2. Mark MI st010 dram Inlets with `Dump No Waste' and either - Mfrs to Streams', `0,a0. to Wstlends', or `Drain to Groundwater', as applicable. 3. Orlveway Culverts shall be of suffldent length to provide a minimum 3:101092 from the edge Of the driveway to the bottom of the ditch. Culverts Mall have beveled end 1e01o1 that match the tide Mope. 4. For single family construction provide one of the following Totes: • dingle hilly residences 003500000 on lots gated by subdNtdpn neat Dravida downspout bmReis n .cadm3 to the approved subdivision. OR, • abga fanny residences constructed on ooh mated by subdivision mist owe:* downspout d4gnlon.yatams Nmreng to the yenned OR, • Bola faintly l tld .ta m m constructed on lob creme by met et Mrl provide br stub - out co.m to approved ectaroml t approved subdivision. !. Caordlnab Mal stub -out season with the 0 Inspector. Provide a win w other 44 n drew and mat eu out location with • 3 -foot 1514' Raw, burled 814 4-hat and labeled `Rome of 'ODD'. WAT.A N5.LY N01ae 1. The Contractor Nail IMO corporate Rope, water sank Snits, end mem. The City of T0b3ea will Inman the mac". 1. Primo. tuo all water new and appurtan.ncas. 3. Rush end disinfect new, Caned, or repabed wRC mNN. 4. WWI restrained Joints R a0 bends, UM, and other direction charges. 6. Acosta maps NW haven blw- ofnewel* R taw point and a N swum relief Wye R high point of main. 6. Install an hydrant assanbty w 0 stands plumb and ao mR the Iowan outlet Is n tY Own m.mnWtl grade. The .wmbly.h.e Mv.. dear suns around hydrant of R fart Str end the pumper port.ha6 hw them R Me .mew. 7. The instiller of. en M. badRUw prevention drum msb0.d meRea the b ed tion ca flO, Ro h.v.. 1.3.101 the n ef m mp.bnnt car. h ▪ WU, lowNeu a nMub of then t ansy . 11ns 0tatm.b0rb usn me D.aMn prevantbn a desl the the mu stamp, n, cu date ed dais the pan., m .ddaMn b the d.Ypna.'. stamp, ROnabaa, .red 4.3.. 1. AD methods and materials shall mast City of TLkw0. 10Mseumin &sign and Cpp05Sb1 Sbndanh, mime otherwise etera0. 3. The Centocor Rog mark the and of the side neer, Inside the property line, sum a 4 foot pressure bested 3 R 4, burled in tat pound • hat The boded FILTER MEDIA FOR OEWATERING MAINTENANCE STANDARDS O0a110 or mu 'AMC 91A1L BE SPLICED AT POSTS USE STAPLES. TAM RINGS, OR EOUVNENT TO ATTACH FABDC TO POSTS 6' MAK MS SPACING MAY E INCREASED TO a IF TARE 6A0ONG 0 USED NOTE: FRIER FABRIC FENCES SHALL E NSTALLED ALONG CONTOUR 1NENELD2 POSSa1E SILT FENCE NTS 3•u' 01 to Ca oRE OR (Omura; IF STANDARD STRENGTH iaaWC USED T11.1ER FABRIC 1R4MM 4 1MN01 BACIDII TRENCH TAM NATIVE SEAL OR 3/0 -1 .6' 0AS11E0 GRAVEL 2'M• owe POSTS, STEEL FENCE POSTS. MBAR 011 EOIPVAIENT R ,= 15' MIN. INSTALL DRIVEWAY CULVERT IF THERE 15 A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4` -8 QUARRY SPACES SOLID WALLS GEOTEXTILE 12' MIN. THICKNESS CONSTRUCTION ENTRANCE NTS CATCH BASIN GRATE POROUS BOTTOM INSTALL IN ALL CATCH BASINS KONG FRONTAGE AND DO6NSTREAM OF SITE. INSTALL IN NEW CATCH BASINS UNTIL SITE IS STABILIZED. PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT 15 ALLOWED THAT HAS A MIN. 0.5 CE. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT. AN OVERFLOW, AND CAN BE EASILY MAINTAINED. 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER. AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF STE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE -THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE 15 CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION 1140 FAIL GRADUALLY. CATCH BASIN PROTECTION DLL FAIL SUDDENLY AND COMPLETELY IF 1407 MAINTAINED PROPERLY. CATCH BASIN FILTER NTS SW SEC 26, TWP 23N, RGE 4E DATE: 9/22/06 SCALE: AS NOTED CONTACT: BRAD DECKER 117 E LOUI5A ST. 9230 R. SEATTLE. WA 08102 501E DEVDOP SQN1 3m 20(1111 Sf SE BOTH ELL, WA 98012 (425) 481 -9• (SMUG-7199 (FAY) RETAIL BLDG, SC -5 17305 SOUTHCENTER PKWY DES 000 DwN: DCD PHONE: 206- 545 -4984 1 EXPIRES 5/14/ NOTES & DETAILS 6 of 6 CITY OF TUKWILA NOTICE OF PUBLIC HEAPING PROJECT INFORMATION Decker Development has filed applications for a new 26,000 square foot retail development and associated retaining wall at 17305 Southcenter Parkway (former site of Tony Roma's Restaurant). As part of the project the western side of the intersection of Minkler and Southcenter Parkway will be reconfigured to provide turn and stacking lanes. Permits applied for include: Design Review Approval Other known required permits include: Sign Permits Building Permits FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the counter at the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. Project Files include: OPPORTUNITY FOR PUBLIC COMMENT You are invited to comment on the project at a public hearing before the Board of Architectural Review, scheduled for 7:00 PM December 14, 2006 at the Tukwila City Council Chambers, 6200 Southcenter Boulevard. To confirm this date call Nora Gierloff at the Department of Community Development at (206) 431 -3670 or email to ngierloff @ci.tukwila.wa.us. For further information on this proposal, call or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Application Filed: 9/27/2006 Notice of Completeness Issued: 10/6/2006 Notice of Application Issued: 10/9/2006 Notice of Hearing Issued: 11 /29/2006 Q: \ SC5 \ Hearing_Not.DOC L06 -067 Design Review L06 -068 Special Permission for Covenant Parking E06 -018 SEPA Environmental Checklist Covenant Parking Agreement — ELEC. METERS 3 GAS METERS — BIKE RACK FOR (3) BIKES' MAIN ENTR REMOVE EXIST. TONY ROMAS BLDG. CONC. PAD :veal airAi COL CONC 15' UTILITY EASMEN L.S. RECYCLE CONC. CURB (TYPICAL 71' 22' HIGH PYLON SIGN LDR 7JJ�E 't)gS ING A L / L.S. L.S. 1112 S 3' HIGH SPOT —FALL • RFTAINING WALL 4.0.w. 32.0 B.0 W. 29 C:',. • rnl ITUrCI\ITF PARKWAY m XISTING CONC. 0 (3) NLW PROPERTY. UNE 1 SITE E NORTH 0 10 I mmor Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION .r, 6 HEREBY DECLARE THAT Notice of Public Hearing Determination of Non- Significance Project Name: Dec*f \ f . p Notice of Public Meeting t � Mailer's Signature: c/t/f2424-, Mitigated Determination of Non - Significance ( -Q p Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this 1 ofry V' in the year 200(Q PA ADMINISTRATIVEFORMS \FORMSSAFFIDAVITOFDISTRIBUTION Project Name: Dec*f \ f . p Project Number: UQ, '"` OLti LI:2Q —O ,g f t � Mailer's Signature: c/t/f2424-, Person requesting mailing: /\)1 ( -Q p Was mailed to each of the addresses listed on this 1 ofry V' in the year 200(Q PA ADMINISTRATIVEFORMS \FORMSSAFFIDAVITOFDISTRIBUTION • s 7 E , • / A. /1 c .) ? • c 262304 9024 SC3 LLC, ERRE LLC, EVANS 10 LLC 3302 FUHRMAN AVE E., SUITE 110 SEATTLE, WA 98102 262304 9067 CLPF - TUKWILA 14900 INTERURBAN AVE S., #210 SEATTLE, WA 98168 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9117 WIG PROPERTIES LLC 4811 134 PLACE SE BELLEVUE, WA 98006 262304 9136 CLPF - TUKWILA 14900 INTERURBAN AVE S., #210 SEATTLE, WA 98168 262304 9071 TAKUMI- YOSHIE LLC 999 3 AVE., #2525 SEATTLE, WA 98104 262304 9081 WIG PROPERTIES LL -C -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0390 CATHERINE A. MOCK 8706 183 AVE SW ROCHESTER, WA 98579 262304 9069 MIKAMI MASAO TRUST 999 3RD AVE, #2525 SEATTLE, WA 98104 262304 9067 CLPF- TUKWILA 14900 INTERURBAN AVE S., #210 SEATTLE, WA 98168 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9134 RAMOS PROPERTIES LLC 133 SW 158 ST BURIEN, WA 98166 812520 0410 MBK NORTHWEST 4949 MEADOWS ROAD, #675 LAKE OSWEGO, OR 97035 262304 9071 TAKUMI- YOSHIE LLC 999 3 1LD AVE., #2525 SEATTLE, WA 98104 262304 9117 WIG PROPERTIES LLC -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0400 CATHERINE A. MOCK 8706 183 AVE SW ROCHESTER, WA 98579 262304 9066 WAIKIKI GRAND PARTNERS LP 250 KAWAIHAE ST. #20E HONOLULU, HI 96825 262304 9096 CASTELLO LAND CO INC. PO BOX 40629 BELLEVUE, WA 98015 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9135 MBK NORTHWEST 4949 MEADOWS ROAD, #675 LAKE OSWEGO, OR 97035 262304 9070 PHOENIX INS & CENTER PLACE 2801 ALASKAN WAY, #200 SEATTLE, WA 98121 262304 9080 WIG PROPERTIES LLC -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0360 CHEN TING -WEI 4894 BEACON AVE S. SEATTLE, WA 98104 262304 9120 SC3 LLC, ERRE LLC, EVANS 10 LLC 3302 FUHRMAN AVE E., SUITE 110 SEATTLE, WA 98102 Pet Smart 17585 Southcenter Parkway Tukwila, WA 98188 Borders JoAnn Fabrics 17501 Southcenter Parkway, Suite 200 17501 Southcenter Parkway, Suite 100 Tukwila, WA 98188 Tukwila, WA 98188 Recliner Land 17197 Southcenter Parkway Tukwila, WA 98188 Golden Indian Curry 17155 Southcenter Parkway Tukwila, WA 98188 Money Tree Subway Platos Closet 17115 Southcenter Parkway 17105 Southcenter Parkway 17095 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 National Bedroom 17065 Southcenter Parkway Tukwila, WA 98188 Car Toys 16901 Southcenter Parkway Tukwila, WA 98188 Lamps Plus 16839 Southcenter Parkway Tukwila, WA 98188 • • Linens & Things 17501 Southcenter Parkway, Suite 400 Tukwila, WA 98188 The Tux Store 17185 Southcenter Parkway Tukwila, WA 98188 KJC Nails and Spa Oreck 17145 Southcenter Parkway 17139 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Futon 123 17025 Southcenter Parkway Tukwila, WA 98188 Mens Wearhouse '` Grazie Silver Platters 16971 Southcenter Parkway 16943 Southcenter Parkway 16935 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Lazy Boy 16875 Southcenter Parkway Tukwila, WA 98188 K &G Superstore 17501 Southcenter Parkway, Suite 300 Tukwila, WA 98188 Ethan Allen 17333 Southcenter Parkway Tukwila, WA 98188 Happy Teriyaki 17165 Southcenter Parkway Tukwila, WA 98188 Mayflower of China 17005 Southcenter Parkway Tukwila, WA 98188 Seattle Kareoke 16831 Southcenter Parkway Tukwila, WA 98188 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , (4 HEREBY DECLARE THAT Notice of Public Hearing Determination of Non•Significance Notice of Public Meeting Mitigated Determination of Non - Significance Project Number: L-• ®(Q, Board of Adjustment Agenda Pkt (Q 7 Determination of Significance & Scoping Notice ,(, Bo rd of Appeals Agenda Pkt Person requesting mailing: I\JFY113( c'j -1'\, ( y'q'(_ Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this year 20 �( PA ADMINISTRATIVEFORMS \FORMS\AFFIDAVITOFDISTRIBUTION Project Name: DeAce. ,b i fi v i e 4 4- Project Number: L-• ®(Q, (Q 7 Mailer's Signature: ,(, �(/,� b , \\mo� e )4-.. Person requesting mailing: I\JFY113( c'j -1'\, ( y'q'(_ Was mailed to each of the addresses listed on this year 20 �( PA ADMINISTRATIVEFORMS \FORMS\AFFIDAVITOFDISTRIBUTION October 27, 2006 Brad Decker Decker Development 117 E. Louisa Street #230 Seattle, WA 98102 • City of Tukwila Department of Community Development Steve Lancaster, Director RE: SC -5 Retail Building L06 -067, L06 -068, E06 -018 Dear Brad: I routed your application for a new retail building located at 17305 Southcenter Parkway to the other departments. The only one with substantive comments was Police but I think that their lighting issues are likely to be addressed in the changes you have already made. I will review your revised lighting diagram for lighting levels and uniformity. I would like to share with you a discussion I had with the Board of Architectural Review last night regarding parking lot landscape islands. Though we deliberately wrote the landscape ordinance to allow some flexibility it is their strong preference that for parking areas adjacent to and visible from streets landscape islands be provided at least every 10 stalls. The SC5 site plan shows a row of 21 stalls with no landscape break and a row of 20 with just an 18" strip of landscaping directly adjacent to Southcenter Parkway. This is likely to be an issue during your design review hearing so you may wish to consider adding landscape islands to those rows. If you have any questions feel free to call me at (206) 433 -7141. Sincerely, Nora Gierloff Planning Supervisor NG Q: \SC5\ 10- 27Comments. DOC • Page 1 10/27/2006 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 • City of Tukwila Police Department An Accredited Agency • Steven M. Mullet, Mayor David W. Haynes, Chief of Police MEMORANDUM TO: /Jar FROM: C G2re. y /1- /J 7L s DATE: /0/2-4/04,' l SUBJECT: S i "c /o Ve r-e,s Q,t4 1 T tra i s i a f2 TLc� cop) • 6. % �.. e �•-t s ✓k , 4-7/14_ ,5-4/ 1/ 440 p2 / / —c a/ wt 0v • e. L, h' a s O roan d -/ 4'1 d, a p d �� �' ' "�t S wl��� •�2 tit. ' 47 44-424 - � � i��tts� ad 0 s4Ai�sh-4 74 sue -i 2- 41, i1o. " X 6 ,14 4 7 2 T4 p-40 o • 'dam. /.�c A-A h4 c: 7 7c7 e SJ*4_ A./E C rxe,r fY5 227 ' Orin 4.444/ `may Qum � u l; 4%.,11 7 frt. c 2-4 44 -AVA / ' Ili 7 el / l �0 l/• t 7‘2 , 4XC sii 74 - 1G Gera/ 7< /cam e-LS 6200 Southcenter Blvd. • Tukwila, WA 98188 • Phone: - (206)433 -1808 • Admin. Fax: - (206)244 -6181 • Invest. Fax: - (206)431 -3688 Nora Gierloff - FW: SC 5 Retail Building,hetict's changes Page 1 ; From: "Brad Decker" <brad @seattleforrent.net> To: "'Nora Gierloff" <ngierloff @ci.tukwila.wa.us> Date: 10/26/2006 10:12 am Subject: FW: SC 5 Retail Building Archetict's changes Nora, See below for changes to the architect's plans. Thanks Brad Decker Decker Development & Construction, Inc. 117 E. Louisa, #230 Seattle, WA 98102 (206) 545 -4964 Fax (206) 545 -4952 Original Message From: Patrick Kerr [mailto:Pkerr @Imueller.com] Sent: Thursday, October 26, 2006 9:56 AM To: brad @seattleforrent.net Subject: FW: SC 5 Retail Building From: Brad Decker [mailto:brad @seattleforrent.net] Sent: Wednesday, October 11, 2006 10:18 AM To: Patrick Kerr Cc: Lance Mueller; Brad @seattleforrent.net Subject: SC 5 Retail Building Pat, Thanks for the help. Please make the following changes: 1) Exterior lighting a) Revise Exterior Lighting Legend i) Revise Quantity SA from 2 to 3 ii) Add - 120 -BRP to Manufacture to SA iii) Revise quantity WP from 11 to 12 iv) ADD SB to legend SEE ATTACHED PDF b) Plot Plan and A 2.0 Nora Gierloff - FW: SC 5 Retail Building hetict's changes i) Add 2 SB to the west side in the landscaping area one north side and one south side ii) ADD SB notation to the 2 lights on the East side iii) Add SA Notation to 1 Tight along South center Parkway iv) Remove 1 WP on the west side next to new SB v) ADD 2 new WP - 1 south side above gas meters & 1 west side next to women's bathroom vi) South side Move WP's to provide 1 candle foot coverage. c) Elevations i) Show WP (Shoe boxes) lighting on elevation A 3.0 2) Dimensions east sidewalks plot plan a) Show dimensions on 3 location specified 3) Change notation to colored concrete North connection sidewalk Plot plan 4) Plot plan review compacts question 5) Canopies a) Show canopies on sheet A2.0 i) North side should be 3' 6" ii) East side all should be minimum 4' - 0" and maximum 6' - 0" iii) Lower canopy on North side next to loading dock to 10' - 0" b) Show canopies on North and south elevations sheet A3.0 c) Provide details of the canopies 6) Sheet A3.0 a) Revise all 4 trellises to be 3 boxes by 3 boxes b) Provide a detail for the trellis c) Add # 9 to point to trellis d) Fix printing so that the arrows cross over windows, walls and points to the item. Specifically East and West Elevations e) Remove # 9 from North elevation f) Revise # 8 to be a CMU smooth, not a concrete pre cast. Page 2 I Nora Gierloff - FW: SC 5 Retail Building1hetict's changes 7) Pylon Sign a) revise pylon sign to meet code b) Remove pylon sign from Plot plan and keep it on A 3.0 If you have any question please let me know. Thanks Brad Decker Decker Development & Construction, Inc. 117 E. Louisa, #230 Seattle, WA 98102 (206) 545 -4964 Fax (206) 545 -4952 Page 3 MARK QTY DESCRIPTION LAMP MANUFACTURER & NUMBER SA 3 POLE MOUNTED SHOEBOX TYPE W/ I SINGLE ARM ON 30" CONC. BASE, TOTAL HEIGHT OF 26' -6" 400 MH GARDCO LIGHTING - --- ECA18 -1 -3H -400 - JZ ° - '3RP W1 8 WALL SCONCE - MOUNTED AT 8' -O" A.F.F. ON EAST SIDE LUMINUS W631-- M50 -DL2 WP )4 1 t. SHOEBOX TYPE W/ SINGLE ARM MOUNTED AT 18' -O" 400 MH GARDCO LIGHTING - EMCO ECW18- 1- FH- 400MH-- izo-- 8RP m CONST. TYPE: ONE STORY GROSS SF: VB, SPRINKLERED 25,814 S.F. 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A A n. ___ R R A R .\ I r M1 \ 1 I , : A . A , n R ^ A R R R • ! R A A .-�. A A A ., �� _ r • _ sue__ \ �'ri�_�= . A A R R A 01��Y� M R R \' R R •t A , I r n. R I ^. 't 1 �--� r h. am ..w...• ndere3 ....AM.= o ••ewwwrJ. . .. MIT T .....o. NIK ■ .. TNT/T.....Tww. =rT 1 r f t - wrr-..w • .,. .,. .n ..n .n • .-.-• .. .r, ... T l , •..w rwr r r r ...r ...... r m — . .., r.. row ...r.... r ....r. 113113N MIAMI* rinat110S aaanow1l Message • • Nora Gierloff - SC 5 Retail Building - Utilities changes From: "Brad Decker" <brad @seattleforrent.net> To: "'Nora Gierloff" <ngierloff @ci.tukwila.wa.us> Date: 10/26/2006 10:19 AM Subject: SC 5 Retail Building - Utilities changes Nora, These are the changes we have made on the utility plans. Dave, Please review the attached requested corrections: Water: 1) Rotate the Fire sprinkler vault 90 degrees. (See attached Pictures) 2) Show water line heading west 3) Show water line heading North of Fire hydrant and South behind Ethan Allen Brad Decker Decker Development & Construction, Inc. 117 E. Louisa, #230 Seattle, WA 98102 (206) 545 -4964 Fax (206) 545 -4952 Page 1 of 1 Sewer: 1) Redesign North portion of Sanitary Sewer: a) Move SSMH # 2 south so that it is on SC 5's property, but right on the property line. b) Move SSMH #1 South and East on the property line and just east of the existing CB. c) Extend the Sanitary Sewer onto our other property 2) Remove connection to SC 4 Retail Building. We have already installed sewer per the SC 4 Retail Building Plans. Storm Sewer: 1) Add the 2 CB's on the North East per survey 2) Change the final connection: From connecting to CB to connecting to pipe (See attached marked up survey) 3) Move CB #1N south to allow sewer to work. 4) Revise Pipe size on the East side from 12" to 48 ", my error. 5) East Side — Remove existing drainage swall and connect 12" pipe to continue run. 6) Add (3) 6" Roof drain connection to the West side (see attached) 7) Add (4) 2" Canopy drain on the East Side (See attached) 8) Remove Note East side Roof Drain connection file: / /C: \Documents and Settings \Nora. SIERRA \Local Settings \Temp \XPGrpWise \45408... 10/26/2006 Min ULM INV94W" HaK&s32,9sit •11, Mum Cntlx f°1.e ®° iFu ..6106 r °Y' raal: IV n LEn ft: - : w ,m wD 11 4: CC Mel as Itz n9 war/AV E1•17 HA16r.n SRS., SEC 26, TWP 23N, RGE 4E CONSTRUCTION SEQUENCE: I. A A 1.151 W41Fata MN CM rc S. rs L >Ealm1r mNma M.S. p ES ® nr.R .w o 000001 ..‘K. n R r 9� .EP M • 4 FA,4N4NT. RPM. IILLIOM7 CWT. .nuato ono Tc ` aTrro9N Srtml w .RNm,m PK MEND/4. N 2 4 5 6 SHEET INDEX CALL 2 DAYS BEFORE YOU DIG 148O0-4245555 LOCATE ALL UTILITIES PRIOR TO ANY WORK. LEGAL GesCRm,CM THAT 1,01 OF THE SWMEAST 104 OF MI SOUTHWEST MAR.ER D< SECTOI 26, 0. TO0NS7 23 23 NORM. RANCE 4 EAST, W.Y., IEGMANG AT DE SOUTHEAST CCWlER OF ME ST aMTER OF ME SC OIARTER: 95r W, 431.03 FEET WEST MARGIN OF SWIIKE P 10 133 1 PARKWAY; THEME N TSWST W ALONG SUO MARC.. 630 56 ALONG A DAVE TO M O E THEME CONDMIRC ALORG 6.10 RIGHT HAVING ARA0US OF 991. C ]) FEET, N! ARC STANCE OF 227.20 FEET MRWGH A CENTRAL ANDS OF 1]90 4 "00': THENCE N 19935' E 74.95 FEET TO ME TRUE POINT Cr BEG 12 1 TIERCE 11 603 T: 1'25" W. 69 FEE E THENCE N 19915' 12 FEET: MPKE N 6951'25" W, 30 FEET: ME1 S 19915' W. 12 FEET: THENCE 11 60S1IS" W. 19564 FEET TO DE OMEN 6 A RAILROAD EASOEINT: RAILROAD LASID ENT ON A CURVE TO TRE nto.. CENTER OF SAO CURVE BEARING S SEMI SAO CURE HAMM A RADIUS IT 410.31 FEET, AN ARC DISTANCE 1 3. CE OF 102 MET 33 H A CENTRAL ANGLE OF l4'4C: 1MICE N 12Z9 W. SIM MEL THENCE 11 • FEET; TEN N w' SA 20 ET TO 11E NORTH ¢ E M 11 0)431 1 CF THE SCUTEIS5 QUARTER CF TO THE SOUTHWEST FE CF w4 PARKWAY; THENCE 901715 19915' W, 21131 FEET TO DIE TRUE POW CF 0(422134: SITUATE 1R THE COURT, OF 41 60. 51.1E Or WASH116106 (ALSO KNOWN AS PARCEL B. OM OF NNW. BOOOARY LSE ALLMSDEIR RECORDED UNDER ME COUNTY IECORDUC NUI®ER )61129009] ( SURVEY ROIL{ SURVEY pv 0•134.40 WO SUIT LNG - FOOT OMMUR VERTICAL w 031µ 1UY0 00 BENCH WARN: "Tap B6911 41 Bur .2 25*) S .*, Y. ROS 22 -140. EY 244 .02 TESC PLAN ORADDNO PLAN SECTIONS DRAINAGE PLAN WATEPI EWER PLAN NOTES & DETAILS 00141 4/22/00 5621.41 1'. V I CADRES Lem/ mECAMLO14o1a6,m 0111579E MST 060 L42fnm OR) RETAIL BLDG, SC-5 11105 69111140CNTER PAW TESC PLAN DECTER DEVELOPMENT 6 0019TRNG101, RK 110 E L0U5A 6; 030 * 02511LF, WA 60102 PHOC 545 -4904 lof6 j SW , SEC 26, TWP 23N, RGE 4E EARTHWORK QuANTmES: FELT 581 CY CUM 1512 CY MARMITES TO fREMS ALL WORK NECESSARY i0 BR/N RE WINED TO GRADES A5 5NO. ON SAS PLAN ARO TO MEET NE. coNITITICNS OAT_ 9/22/OW 17305 S0UT10ENiEN PEW DES OLD DANT ow GRADING PLAN CEESER LOU. S RJU CCY15mUCTRI, !C A SEAifLL WA 55102 RIME: 208-545-4954 [10009 5/14/ 315 =TN RE 1011644 IOW 0751451400 (WT0621.a RETAIL BLDG, SC-5 2of6 0 10 00 40 ROM) d5 E W.I...„ 05 0*57 REY7 wAu 20 zo i ii r-EXST GRADE SECTION A SECTION B SW/., SEC 26, TWP 23N, RGE 4E DIST DRIVEWAY AISLE 00 ° o R 00 ERST WRB. SOUTICENTER PKWY DATE 9/22//105 NOTED SULD RETAIL BLDG, SC-5 17505 SDANCENTER PKWY DM; DCD SECTIONS DECKER 117 E /0D5A 5T, /2]0 � � nC k WA 913102 0110951200 -545 -4904 00 *ES 5/14/ I >m5Q9BaRWT ILO 20111110 SE n_ Wpms-nc W.0 3of6 lesh. CO fl m(TSPE l) 1E-27.1S E 24.0d(E16T) 1 117 n CONN DIST 50 (ROM NW 41F 1210 S W Y., SEC 26, T W P 23N, R GE 4E EXISTING TOPOGRAPHY NOTE: VERIFY EXISTING TOPOGRAPHY IN AREA OF PROPOSED CONSTRUCTION PRIOR TO ANY WORK. NOTIFY ENGINEER IF CONFUCTS ARE IDENTIFIED. EXISTING UTILITY NOTE: VERIFY DEPTH AND LOCATION OF ALL EXISTING UTUTES (WHETHER OR NOT SHOW) IN POTENTIAL CONFLK:T W/ PROPOSED CONSTRUC0ON PRIOR TO ANY WORK. ROOF DRAIN NOTE: CONNECT NO ROOF DRAINS TO THE STORM MAW ON THE WEST SIDE OF THE BUILDING (UPSTREAM 00 CB /IN). i RETAIL BLDG, SC-5 DATE 0/22/00 SCAM 1 1 7303. SOUTNCEN2R PKWY OES. Dm DAN: DE0 DEORR DEVELOPMENT • CONSTHUC110N. HO 117 E LOUTA 51, rya ...SEAMS WA 50101 PHONE200 -045-4004 CPWES 5110/ SITIMILOM11701,1171 1I0S111ST M 0100 ®l (40D4Ei (AT)EF>IfOWO DRAINAGE PLAN 4of6 NNE . E"yt)y . 04, :;o1(CEY1£:3':14WR;SD:i96_(t:. Crum 5500,4 IS -u3DN) IE.2a20.n1 • TO MILAN I DOMESTIC RPP TO IRA SYSTDE AE PR PLANS 1 R51,W, SVC METER DETAIL NTS SRN DEDUCT ICIER S 0611'25 F 155 .04' PI (001 WN S2E RnnN r R REaLRNEO. INSTALL PER MTN, MS SHEET. -}21 E•21.0(1X) OPO0E0 6 e SWy, SEC 26, TWP 23N, RGE 4E (NDIE..TN 1 E -17.13 PROM TO CDNSTR •Atl E-11.4G( E- 11.]O(OU OUn EXISTING TOPOGRAPHY NOTE: VERIFY EXISTING TOPOGRAPHY IN AREA OF PROPOSED CONSTRUCTON PRIOR TO ANY W00. NO117Y ENGINEER IF CONFLICTS ARE IDENTIFIED. EXISTING UTILITY NOTE: VERIFY DEPTH AND LOCATION Cr ALL EXISTING UTILITIES (WHEIHER OR NOT SHOWN) IN POTENTIAL CONFLICT W/ PROPOSED CONSTRUCTION PRIOR TD ANY WORN. NOTES: ARO REDUCED PRESSURE PORE As {R AMORE PROTECTION ON RS 91ADNG 5OE OF TM WATER METER. 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OF 3703ACE. 111E YEA/13. agmi E i.:n w_RF1014 err3 CYI Q La11 O T 1110119040. 3 9/72/00 SCALE: � �ED FP. E 00.130 ST 4733 4 SEATRE 711 98102 pwOtE: 203 - 343-43.4 I coma an./ I 317pRanmoraamm .DI.n1 t0, N RETAIL BLDG, SC -5 NOTES & DETAILS 6of6 Project: GC-- S 2 . i d 3c);I S Address: `.7 3 v S S J, ."-Ats P 7 ( l vnv i�-- c�n��,.4) Date transmitted: � V � � � � ! Response requested by: /0/0 I a 6, Staff coordinator: id o r'G.. Date response received: City of Tukwila OCI 0 6 2006 Department of Community Development RECEIVED TUKVWILA PUBLIC WORKS File Number Z_v & -06 - LUG 068 L�d(� c2/0 LAND USE PERMIT ROUTING FORM TO: Building Planning Public Works !' Fire Dept. 'X Police Dept. ! _Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: i 6 Comments prepared by: Update date: Project: 6 C, S TZ \- ( 3o;1 Address: l-7 3 v S S J Date transmitted: V � � v � / Response requested by: / / 060 Staff coordinator: Kl o r'c Date response received: • City of Tukwila Department of Community Development TO: {g Building Planning A Public Works R Fire Dept. File Number 2_O&-o6*7 1_,vC- O6 ea(-- ol LAND USE PERMIT ROUTING FORM Police Dept. Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. Plan check date:10 r(.• COMMENTS (Attach additional comment sheets and/or support materials as needed.) IQ() O f C t I/` CO (M ry e,4- a4- 4k L( (Mre i Comments . re•ared b [Update date: Project: SC,- S 2e,-\-c..;1 3 ();) A !�^C Address: i -? 3 v S S .), e" - P 7 (, 1 o n 2c�n��,�, Date transmitted: /6 v/ v Go Response requested by: /0/a 7 / 0 6v Staff coordinator: KI 0 e (� Date response received: TO: Building • City of Tukwila Department of Community Development LAND USE PERMIT ROUTING FORM Planning x Public Works Fire Dept. File Number Lv & -o 6"7 Lod- 068 6 o/2 Police Dept. Parks /Rec REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. 1' ■rL CAzi - rovr S vlic6 Jkb O 5' (fi-c FD Plan check date: La z1.Vo\ COMMENTS (Attach additional comment sheets and/or support materials as needed.) Comments prepared by: Update date: CITY OF TUKWILA NOTICE OF APPLICATION PROJECT INFORMATION Applications have been submitted for a new 26,000 square foot retail development at 17305 Southcenter Parkway (former site of Tony Roma's Restaurant). In conjunction with the development to the north the project will reconfigure the western side of the intersection of Minkler and Southcenter Parkway to provide turn and stacking lanes. Permits applied for include: Design Review Approval Covenant Parking Other known required permits include: Sign Permits Building Permits Boundary Line Adjustment Studies required with the applications include: Traffic and Parking Assessment Geotechnical Engineering Study Technical Information (Drainage) Report A SEPA Environmental Checklist has been submitted with the studies identified above. FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. To view the files, you may request them at the counter at the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. Project Files include: L06 -067 Design Review L06 -068 Special Permission — Covenant Parking E06 -018 SEPA Checklist OPPORTUNITY FOR PUBLIC COMMENT Your written comments on the project are requested. They must be delivered to DCD at the address above or postmarked no later than 5:00 P.M., October 24, 2006. Opportunity for additional oral and written public comments will be provided at a public hearing before the Board of Architectural Review, tentatively scheduled for December 14, 2006. To confirm call the project planner Nora Gierloff at (206) 431 -3670. APPEALS You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at (206) 431 -3670. For further information on this proposal, contact Nora Gierloff at (206) 431 -3670 or visit us at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Application Filed: 9/27/2006 Notice of Completeness Issued: 10/6/2006 Notice of Application Issued: 10 /9/2006 1St La 11.1. mar 1011■11Er • 130 LAKESIDE • Cr _ C .0-A SITE P 0I LANCE MUELLER & ASSOCIATES m • O A A 001-1 T B O T B • A l A SEATTLE, WA 98122 • 206 325 2553 n SC -5 RETAIL BUILDING 17305 SOUTHCENTER PARKWAY, TUKWILA, WA. ERRE LLC 06-112 lob no. P10 wn checked 5-31-6 date no. revision F37-Ob IPPIl01I110N 8?YIEW date Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION -. . /, EE r • - i :n - R, k,_, h , HEREBY DECLARE THAT: Notice of Public Hearing Project Number: 1 1D O L - 1 , L O L' ` 0 L ' 2 ' , E- d LP- p le, Determination of Non- Significance • Mailer's Signature: . Notice of Public Meeting, Mitigated Determination of Non= Significance • Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action - Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda ‘,/ Notice of Application . Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other • P:GINAWYNETTA /FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Was mailed to each of the addresses 7 i s ted on this 101 o f ocyi-: i n the year 20 0 L • Project Name: S C sR -1 I ►3 CI On CI Project Number: 1 1D O L - 1 , L O L' ` 0 L ' 2 ' , E- d LP- p le, • Mailer's Signature: . Person requesting mailing: 1 o r 1 ` c 1 O'— P:GINAWYNETTA /FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Was mailed to each of the addresses 7 i s ted on this 101 o f ocyi-: i n the year 20 0 L 262304 9024 SC3 LLC, ERRE LLC, EVANS 10 LLC 3302 FUHRMAN AVE E., SUITE 110 SEATTLE, WA 98102 262304 9067 CLPF - TUKWILA 14900 INTERURBAN AVE S., #210 SEATTLE, WA 98168 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9117 WIG PROPERTIES LLC 4811 134 PLACE SE BELLEVUE, WA 98006 262304 9136 CLPF - TUKWILA 14900 INTERURBAN AVE S., #210 SEATTLE, WA 98168 262304 9071 - "TAKIIMPY6 `4 11 'ILLC 999 3 AVE., #2525 SEATTLE, WA 98104 262304 9081 WIG PROPERTIES LLC-SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0390 CATHERINE A. MOCK $706 183 AVE SW ROCHESTER, WA 98579 262304 9069 MIKAMI MASAO TRUST 999 3RD AVE, #2525 SEATTLE, WA 98104 262304 9067 CLPF- TUKWILA - : • .. 14900 INTERURBAN AVE S., #210 SEATTLE, WA 98168 262304 9110 TUKWILA KIR 301 MINKLER BLVD MAMMA, WA 98188' 262304 9134 RAMOS PROPERTIES LLC 133 SW 158 ST BURIEN, WA 98166 812520 0410 MBK NORTHWEST 4949 MEADOWS ROAD, #675 LAKE OSWEGO, OR 97035 262304 9071 - TAKUMPYOSH1EL C 999 3 AVE., #2525 SEATTLE, WA 98104 262304 9117 WIG PROPERTIES LLC -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0400 CATHERINE A. MOCK 8706183 AVE SW ROCHES WA 98579 262304 9066 WAIKIKI GRAND PARTNERS LP 250 KAWAIHAE ST. #20E HONOLULU, HI 96825 262304 9096 . = CASTEL O LAND CO INC. PO BOX 40629 BELLEVUE, WA 98015 262304 9110 TUKWILA KIR 301 MINKLER BLVD . TUKWILA, WA 98188 262304 9135 MBK NORTHWEST 4949 MEADOWS ROAD, #675 LAKE OSWEGO, OR 97035 262304 9070 PHOENDC INS & CENTER PLACE 2801 ALASKAN WAY, #200 SEATTLE, WA 98121 262304 9080 .. • :WIG. ROPERZ :id.0 -SS 4$11134' PLACE BELLEVUE, WA 98006 812520 0360 CHEN TING -WEI 4894 BEACON AVE S. SEATTLE, WA 98104 262304 9120 SC3 LLC, ERRE LLC, EVANS 10 LLC 3302 MERMAN AVE E., SUITE 110 SEATTLE, WA 98102 Pet Smart 17585 Southcenter Parkway Tukwila, WA 98188 • Borders - JoAnn Fabrics • • • . " • Ethan Allen • - 17501 SoutheenterParkway, Siiite 200 ' I''175O1lS, WA o�hcenter vay, She I00 : ' `' 173 w 8 y Tukwila, WA 98188 Recliner Land 17197 Southcenter Parkway Tukwila, WA 98188 Car Toys 16901 South:center Tukwila, WA 98188 Lamps Phis 16839 Soutli enter Parkway Tukwila, WA 98188 • Linens & Things K&G Superstore 17501 Southcenter Parkway, Suite 400 17501 Southcenter Parkway, Sane 300 Tukwila, WA 98188 Tukwila, WA 98188 r , The Tux Store Happy Teriyaki 17185 SouthcenterParkwaq • 17165 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 • " Lazy Boy 16875 Southcenter Parkway Tukwila, WA 98188 Golden Indian Curry KJC Nails and Spa Oreck 17155 Southcenter Parkway 17145 Southcenter Parkway 17139 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Money Tree Subway Platos Closet 17105 Southcenter Parkway 17095 Southcenter Parkway 17115 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 • Naticaial-13cdroom Futoii 123 Mayflower of China .... 17055 SoulhcenterParkway • 17025 Sow Parkway 17005 StaxthcenterPazkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Mens Wearhouse r . ' Grazie Silver Platters 16971 Southcenter Parkway 16943 Southcenter Parkway 16935 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Seattle Kareoke 16831 Southcenter Parkway ,WA 98188 ( ) U.S. ARMY CORPS OF ENGINI,,FRS () FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE OFFICE OF ARCHAEOLOGY TRANSPORTATION DEPARTMENT DEPT NATURAL RESOURCES OFFICE OF THE GOVERNOR ) DEPT OF COMM. TRADE DEPT OF FISHERIES WILDLIFE L DEV. ECONOMIC KING COUNTY AGENCIES () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 () K.C. WASTEWATER TREATMENT DIVISION () K.C. DEPT OF PARKS & REC () KC. ASSESSORS OFFICE () TUKWILA SCHOOL DISTRICT () TUKWILA LIBRARY () RENTON LIBRARY () KENT LIBRARY () CITY OF SEATTLE LIBRARY () QWEST () SEATTLE CITY LIGHT () PUGET SOUND ENERGY () HIGHLINE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES ( ) KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBLIC WORKS () FIRE () POLICE () FINANCE () PLANNING () BUILDING () PARKS & REC. () MAYOR () CITY CLERK ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM () FISHERIES PROGRAM ( ) WILDLIFE PROGRAM ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:\ADMIN ISTRATIV E \FORMS \CHKLIST. DOC FEDERAL AGENCIES WASHINGTON STATE AGENCIES () U.S. ENVIRCNTAL PROTECTION AGENCY () U.S. DEPT OF H.U.Q. () NATIONAL MARINE FISHERIES SERVICE () DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV (DEPT OF ECOLOGY, SEPA DIVISION' ( ) OFFICE OF ATTORNEY GENERAL • SEND CHKLIST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION SCHOOLS/LIBRARIES UTIUTIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA () HEALTH DEPT () PORT OF SEATTLE () K.C. DEV & ENV!R SERVICES-SEPA INFO CNTR ( ) KC. TRANSIT DIVISION - SEPA OFFICIAL ( ) KC. LAND & WATER RESOURCES ( ) FOSTER LIBRARY () K C PUBLIC UBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL VUE SEWER DISTRICT () WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS () BRYN MAWR- LAKERIDGE SEWERIWATER DISTRICT () RENTON PLANNING DEPT () CITY OF SEA -TAC () CITY OF BURIEN () TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS () CITY OF SEATTLE - SEPA INFO CENTER - DCLU () STRATEGIC PLANNING OFFICE' • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. () DUWAMISH INDIAN TRIBE () P.S. AIR POLLUTION CLEAN AGENCY () SOUND TRANSIT () DUWAMISH RIVER CLEAN -UP COALITION •SENO NOTICE OF ALL APPUCATIONS ON OUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CLTUKWILA.WA.US.WWW 1(Z E. '3 SP.A- k-14_, lZ,A 9E /(-g P IC NOTICE MAILINGS FOR P TS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record • send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attomey General 'Applicant •Indian Tribes 'Other agencies as necessary (checked off on attached list). • Any parties of record • send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMI's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline — Grading Plan — Vicinity map ` SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P :W DMINISTRATIVE FORMS\CHKLIST.DOC Message Brad Decker • • From: Brad Decker [brad @seattleforrentnet] Sent: Thursday, October 19, 2006 2:31 PM To: 'Lauchlin Bethume (ibethune @mindspring.com)' Subject: SC 5 Retail Building Contacts: Lauchlin Bethume Page 1 of 1 Lauchlin, Could please make the following corrections: 1) Remove the (6) Sunset Red Maple in the front along Southcenter Parkway and replace them with (6) Red Oaks Per City of Tukwila standards. 2) Add Red Oaks to the Plant Material Legend. 3) Add SAL to the Plant Material Legend 4) Revise the West face along the building so it will not compete with the decorative trellises. The trellises are not for plants to climb on, they are decorative only. See attached elevations. The only thing I was looking for is the plants, shrubs or trees taller than 3 feet should go in front of the trellis, but on the sides. If you have any question, please let me know. Thanks Brad Decker Decker Development & Construction, Inc. 117 E. Louisa, #230 Seattle, WA 98102 (206) 545 -4964 Fax (206) 545 -4952 10/19/2006 October 6, 2006 Brad Decker Decker Development 117 E. Louisa Street #230 Seattle, WA 98102 Dear Brad: Sincerely, Nora Gierloff Planning Supervisor Q: \SC5 \COMPLETE.DOC • Ciz of Tukwila Department of Community Development Steve Lancaster, Director RE: SC -5 Retail Building L06 -067, L06 -068, E06 -018 NOTICE OF COMPLETE APPLICATION Steven M. Mullet, Mayor Your application for a new retail building located at 17305 Southcenter Parkway has been found to be complete on October 6, 2006 for the purposes of meeting state mandated time requirements. The project has been tentatively scheduled for a public hearing before the Board of Architectural Review on December 14` The next step is for you to install the notice board on the site. Pick up the laminated copy of the Notice of Application and post it on the board and the comment period will start. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be coordinating a comment letter with the other Departments. If you wish to speak to me sooner, feel free to'call me at (206) 433 -7141. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 P: \Planning Forms \ Applications \SEPAAPP.doc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E mnil: tukplan@ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I herewith authorize the City of Tukwila or its representative to of the sign at the property owner's expense, if not remove (14) days of a Notice letter. SUBSCRIBED AND SWORN to before me this 5-M day of °Ghber , 20 d 6 GE D Fq ' 1.'I • : ��SS F .IA� • l o. / � J O , NOTARY P in and for the tate of Washington : 0 �O TAR y 9 N • v ...•••,... r residing at lP2nfvn , i, T •. 6. 4- My commission expires on 6'/6- DO 1,1 IF2F .= RECEIVED OCT 0 5 2006 COMMUNITY DEVELOPMENT State of Washington County of King City of Tukwila I Atrc d Decker, (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on /0 /..5/0 G the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at 17305 SouJ'1, c , kr Pkw so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number 2 - 06 . Applicant or Project Manager's Signature On this day personally appeared before me Brad DecKer known to be the individual who executed the foregoing instrument and acknowledged that he/he signed the same as his /.ter voluntary act and deed for the uses and purposes mentioned therein. to me April 4, 2006 TYPE SA SB W1 LUMINIS • MANUFACTURER EMCO LYTE POLE VENTURE EMCO LYTE POLE VENTURE WP GARDCO VENTURE FIXTURE SUBMITTALS SC 5 RETAIL BUILDING • CATALOG NUMBER W631- M50 -DL2 101- WT- 100MH- 120 -BRP MH 100W/U/PS RECEIVED SEP 2 5 2006 DEVELOPMENT ECA 18- 1- 34 -400MH 120 -BRP 105 - 5018 -25 MH 400W/U ECA 18- 1- 34 -400MH 120 -BRP 105 - 5018 -25 -DRILL 2 MH 400W/U " prapared 8v � Sea roc L ighting &Controls, LLc Cif: (10B) : . RETAIL BUILDING VENTURE LIGHTING .' MH 100W /U/PS UN1DFORMw PULSE START SYSTEM Lamp Type ANSI Designation 100 Watt Product S Bulletin PULSE START;: Product Number 27266 Performance Data Light Output (Lumens @ 100 Hrs.) Lamp Lumens Per Watt Mean Output (Lumens) Rated Life (Hrs. @ 10 Hr. /Start) Correlated Color Temperature K Chromaticity (CIE -X, Y) Color Rendering Index (CRl) Typical Warm Up Time (Minutes) Typical Hot Restart Time (Minutes) Burning Position M 90/E Physical Data / Requirements Base Designation MEDIUM (E26) Bulb Designation ED17 Bulb Diameter 2 118" Max. Overall Length (MOL) 5 7/16" Light Center Length (LCL) 3 3/8" Effective Arc Length 12.7 mm Max. Base Temperature ( °C) 210 Max. Bulb Temperature ( °C) 400 Luminaire Type ENCLOSED Socket Pulse Rating (KV) 4 Socket Style MEDIUM Electrical Data 1 Requirements Lamp Wattage 100 Operating Voltage (Nominal) 100 Operating Current (Amps) 1.1 Min. Open Circuit Voltage (RMS) 210 Min. -Max. Starting Pulse (Peak V) 3000 -4000 Min. Pulse Width At 2700 Volts (u sec) 1 Min. Pulse Rate Per 1/2 Cycle 1 Pulse Position (Min. % OCV Peak) 90 Revision: 6/20/2003 1483 -7 Notes ► Nominal color temperature rating is based on vertical (115°) operation of the lamp. Off vertical positions wilt result In higher color temperature. THIS LAMP CONFORMS TO FEDERAL STANDARD 21 CFR 1040.30 Warning: This lamp can cause skin burn and eye inflammation from shortwave ultri' broken or punctured. Do not use where people will remain for more than a few min precautions are used. Lamps that will automatically extinguish when outer envelope 9000 V / 8100 H 90 5900 15000 V / 11250 H 4000 .385 .390 65 1 -2 2-4 UNIVERSAL Clear - 4K Medium - Enclosed Luminaire SINGLE ENDED METAL HALIDE UNIVERSAL 100 LINE 101 PERFORMANCE SCONCE SPECIFICATIONS GENERAL Each Gardco 101 luminaire is a wall mounted cutoff luminaire for high intensity discharge or compact fluorescent lamps. Internal components are totally enclosed in a rain- tight, dust -tight and corrosion resistant housing. The housing, back plate and door frame are diecast aluminum. A choice of three (3) optical systems is available. Luminaires are suitable for wet locations (damp locations if inverted). HOUSING: Single -piece soft trapezoidal housings are dlecast aluminum. A memory retentive gasket seals the housing with the doorframe to exclude moisture, dust, insects and pollutants from the optical system. A black, diecast ribbed backplate dissipates heat for longer lamp and ballast life. DOOR FRAME: A single -piece diecast aluminum door frame integrates to the housing form. The door frame Is hinged closed and secured to the housing with two (2) captive stainless steel fasteners. The heat and impact resistant 1/8' (.32cm) tempered glass lens and one -piece gasket are mechanically secured to the door frame with four (4) galvanized steel retainers. OPTICAL SYSTEMS: Reflectors are composed of specular extruded and faceted components, electropolished, anodized and sealed. Reflector segments are set in are tube image duplicating patterns to achieve the wide throw, forward throw or medium throw downlight distributions. ELECTRICAL: Standard Luminaires: Each high power factor HID core and coil ballast is the separate component type, capable of providing reliable lamp starting down to - 20 °F /-29 °C. Component -to- component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 150 °C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. Standard fluorescent units have a starting temperature of 0 °F / -18 °C. Standard fluorescent ballasts are high power factor electronic solid state. A G°Nyle company Gardco lighting reserves the right to change materials or modify the design of its product without noli0CSeon as pan of the companys co:tenting product improvement program Solite is a Registered Trademark of AFG Industries. O Copyright Gardco Lighting 2001 -2006. All Rights Reserved. nternationel Copyright Secured gM and EMC Luminaires: In the event of power interruption, integral battery pack will power (1) 42W or (2) 26W compact fluorescent lamps at reduced light levels for a minimum of 90 minutes. Maintenance free battery is rated for ambient temperatures down to 32 °F /0 °C (EM) or 0 °F / -18 °C (EMC). Indicator light is visible through the lens. A test switch is accessible through the door assembly. EM and EMC units do not bear CUL label. ):MR Luminaires: A 7.572.29m, 12 wire, quick disconnect assembly Is provided for wiring through conduit (by others) to a Bodine B30, B84CG or B94C -CAN fluorescent emergency battery pack. The fluorescent emergency battery pack MUST be supplied by Gardco. The 1330, B84CG or B94C -CAN option is required to be on the order to the factory. In the event of power interruption, the B30 remote battery pack will power (1) 42W or (2) 26W compact fluorescent lamps at full light levels; the remote battery pack (884CG or B94C -CAN) will power (1) 42W or (1) 26W compact fluorescent lamp at reduced light levels; for a minimum of 90 minutes (630 or B84CG) or 30 minutes (B94C -CAN). Maintenance free battery is rated for ambient temperatures down to 32 °F /0 °C. Minimum luminaire starting temperature is 0 °F /-18°C. Indicator light Is visible through the lens. A test switch is accessible through the door assembly. NOTE: B30 and B84CG do not bear CUL label. LAMPHOLDER: Pulse rated medium base sockets are glazed porcelain with nickel plated screw shell. Fluorescent sockets are high temperature PBT with brass contacts. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), natural aluminum (NP) and beige (BGP). Consult factory for specs on custom colors. LABELS: All fixtures bear UL or CUL (where applicable) labels, except as noted. Lens down application is Wet Location and lens up is Damp Location, except when using the optional inverted Wet Location components. DIMENSIONS Gardco Lighting 1611 Clovis Barker I San Marcos, TX 78€ Mooting Plata Mounting Sol Pattern Note: Mounting plate center is located In the center of the luminaire width and 3.518.89cm) above the luminaire bottom (lens down position). Splices must be made in the J-box (by others). Mounting plate must be secured by max. S/16' (.79cm) diameter bolts (by others) structurally to the wag. SeaTac Lighting &' Contriolsi LLC.' OW (106) 575-6861 - ` : ! :' RETAIL BUILDING` GARDCO LIGHTING.. . 101- WT- 1 00MH-VOLT- FINISH 1 E - luoti MON } . r NIP§ 011 Ncioltill wow a'S = ' I z r WON sg 'M ibm am NM II r Mb � f 1 ' 'Q O , "41 pl •e ‘,) O 1 1 lil h. INNUM 1! `4t 11 CY 415 Is I. 8 Ittis csl d . \Lbw A IM 1' r, b 1 a es -- r 262304 9024 SC3 LLC, ERRE LLC, EVANS 10 LLC 3302 FUHR.MAN AVE E., SUITE 110 SEATTLE, WA 98102 262304 9067 CLPF - TUKWILA 14900 INTERURBAN AVE S., #210 SEATTLE, WA 98168 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9117 WIG PROPERTIES LLC 4811 134 PLACE SE BELLEVUE, WA 98006 262304 9136 CLPF - TUKWILA 14900 INTERURBAN AVE S., #210 SEATTLE, WA 98168 262304 9071 TAKUMI- YOSHIE LLC 999 3 RD AVE., #2525 SEATTLE, WA 98104 262304 9081 WIG PROPERTIES LLC -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0390 CATHERINE A. MOCK 8706 183 AVE SW ROCHESTER, WA 98579 262304 9069 MIKAMI MASAO TRUST 999 3 RD AVE, #2525 SEATTLE, WA 98104 262304 9067 CLPF - TUKWILA 14900 INTERURBAN AVE S., #210 SEATTLE, WA 98168 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9134 RAMOS PROPERTIES LLC 133 SW 158 ST BURIEN, WA 98166 812520 0410 MBK NORTHWEST 4949 MEADOWS ROAD, #675 LAKE OSWEGO, OR 97035 262304 9071 TAKUMI - YOSHIE LLC 999 3 RD AVE., #2525 SEATTLE, WA 98104 262304 9117 WIG PROPERTIES LLC -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0400 CATHERINE A. MOCK 8706 183 AVE SW ROCHESTER, WA 98579 262304 9066 WAIKIKI GRAND PARTNERS LP 250 KAWAIHAE ST. #20E HONOLULU, HI 96825 262304 9096 CASTELLO LAND CO INC. PO BOX 40629 BELLEVUE, WA 98015 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9135 MBK NORTHWEST 4949 MEADOWS ROAD, #675 LAKE OSWEGO, OR 97035 262304 9070 PHOENIX INS & CENTER PLACE 2801 ALASKAN WAY, #200 SEATTLE, WA 98121 262304 9080 WIG PROPERTIES LLC -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0360 CHEN TING -WEI 4894 BEACON AVE S. SEATTLE, WA 98104 262304 9120 SC3 LLC, ERRE LLC, EVANS 10 LLC 3302 FUHRMAN AVE E., SUITE 110 SEATTLE, WA 98102 Pet Smart 17585 Southcenter Parkway Tukwila, WA 98188 Borders JoAnn Fabrics Ethan Allen 17501 Southcenter Parkway, Suite 200 17501 Southcenter Parkway, Suite 100 17333 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Recliner Land 17197 Southcenter Parkway Tukwila, WA 98188 Golden Indian Curry KJC Nails and Spa Oreck 17155 Southcenter Parkway 17145 Southcenter Parkway 17139 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Money Tree Subway Platos Closet 17115 Southcenter Parkway 17105 Southcenter Parkway 17095 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 National Bedroom 17065 Southcenter Parkway Tukwila, WA 98188 Car Toys 16901 Southcenter Parkway Tukwila, WA 98188 Lamps Plus 16839 Southcenter Parkway Tukwila, WA 98188 Linens & Things 17501 Southcenter Parkway, Suite 400 Tukwila, WA 98188 The Tux Store 17185 Southcenter Parkway Tukwila, WA 98188 Futon 123 17025 Southcenter Parkway Tukwila, WA 98188 Mens Wearhouse Grazie Silver Platters 16971 Southcenter Parkway 16943 Southcenter Parkway 16935 Southcenter Parkway Tukwila, WA 98188 Tukwila, WA 98188 Tukwila, WA 98188 Lazy Boy 16875 Southcenter Parkway Tukwila, WA 98188 K &G Superstore 17501 Southcenter Parkway, Suite 300 Tukwila, WA 98188 Happy Teriyaki 17165 Southcenter Parkway Tukwila, WA 98188 Mayflower of China 17005 Southcenter Parkway Tukwila, WA 98188 Seattle Kareoke 16831 Southcenter Parkway Tukwila, WA 98188 pet smart Linens and Things K &G Superstore Borders Jo Ann Fabrics Ethan Allen Recliner Land The Tux Store Happy Teriyaki Golden Indian Curry KJC Nails ; spa Oreck Money Tree Subway Platos Closet National Bedroom Futon 123 Mayflower of China Mens Wearhouse Grazie Silver Platters Car Toys Lazy Boy Seattle Kareoke Lamps Plus 17585 Southcenter 17501 ste 400 17501 ste 300 17501 ste 200 17501 ste 100 17333 Southcenter Parkway Tukwila, Wa 17197 Southcenter Parkway Tukwila, Wa 17185 Southcenter Parkway Tukwila, Wa 17165 Southcenter Parkway Tukwila, Wa 17155 Southcenter Parkway Tukwila, Wa 17145 Southcenter Parkway Tukwila, Wa 17139 Southcenter Parkway Tukwila, Wa 17115 Southcenter Parkway Tukwila, Wa 17105 Southcenter Parkway Tukwila, Wa 17095 Southcenter Parkway Tukwila, Wa 17065 Southcenter Parkway Tukwila, Wa 17025 Southcenter Parkway Tukwila, Wa 17005 Southcenter Parkway Tukwila, Wa 16971 16943 16395 16901 Parkway Tukwila, Wa 18188 Southcenter Parkway Tukwila, Southcenter Parkway Tukwila, Southcenter Parkway Tukwila, Southcenter Parkway Tukwila, Southcenter Southcenter Southcenter Southcenter Wa Wa Wa Wa Parkway Tukwila, Wa Parkway Tukwila, Wa Parkway Tukwila, Wa Parkway Tukwila, Wa 16875 Southcenter Parkway Tukwila, Wa 16831 Southcenter Parkway Tukwila, Wa 16839 Southcenter Parkway Tukwila, Wa 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 18188 262304 9024 1 er J5235 SEATTLE, WA 98+41" - '7 262304 9067 CLPF - TUKWILA 3 LOS ANGEL iT 4 9110 WILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9117 262304 9136 CLPF -TUK ILA CA 90071 LOS ANG ; ES, CA 90071 262304 9071 TAKUMI - YOSHIE LLC 999 3RD AVE., #2525 SEATTLE, WA 98104 262304 9081 WIG PROPERTIES LLC -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0390 CATHERINE A. MOCK 8706 183 AVE SW ROCHESTER, WA 98579 ( 14. 4A --4 Sew 26230vBS3' /di/ MASAO MIKAMI PO BOX 256 DUBLIN, OH 430 262304 9067 CLPF -TUKWI A /0 3 -'- . 5 LOS A 'lam' S, CA 90071 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9134 RAMOS PROPERTIES LLC 133 SW 158 ST BURIEN, WA 98166 2623 1 TAK I- YOSHIE LLC 999 3 AVE., #2525 SEATTLE, WA 98104 262304 9117 WIG PROPERTIES LLC -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0400 CATHERINE A. MOCK 8706 183 AVE SW ROCHESTER, WA 98579 812520 0410 NORTHWEST MBK �/ ,•� 4 ., ST US✓O 262304 9066 WAIKIKI GRAND PARTNERS LP 250 KAWAIHAE ST. #20E HONOLULU, HI 96825 262304 9096 CASTELLO LAND CO INC. PO BOX 40629 BELLEVUE, WA 98015 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9135 NORTHWEST MBK 62 262304 9070 PHOENIX INS & CENTER PLACE 2801 ALASKAN WAY, #200 SEATTLE, WA 98121 262304 9080 WIG PROPERTIES LLC -SS 4811 134 PLACE SE BELLEVUE, WA 98006 812520 0360 CHEN TING -WEI 4894 BEACON AVE S. SEATTLE, WA 98104 D 26230 FRED 9523 WA 2630 9067 WF- TUKWILA 50 S GRAND AVE #25TH LOS ANGELES, CA 90071 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262304 9117 J C PENNEY CO INC PO BOX 10001 DALLAS, TX 75301 2623 4 F-TUKWILA 350 S GRAND AVE #25TH LOS ANGELES, CA 90071 262 262304 9 dticG4.4 .11010 SA• I I KAMI 0 BOX 256 DUBLIN, OH 4301 26 i ' 4 9067 PF- TUKILA 350 S GRAND AVE #25TH LOS ANGELES, CA 90071 '� vIb 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 ROPERTIES LLC 1 158TH ST BURIEN, WA 98166 8125 0410 NP ' THWEST MBK 690 SW MOHAWK ST TUALATIN, OR 97062 _5 --- p k 262304 9066 WAIKIKI GRAND PARTNERS LP 250 KAWAIHAE ST #20E HONOLULU, HI 96825 Q 6 • 262304 9096 CA PO BEL TELL• AND CO INC 0629 VUE, WA 98015 262304 9110 TUKWILA KIR 301 MINKLER BLVD TUKWILA, WA 98188 262 9135 • RTHWEST MBK 7690 SW MOHAWK ST TUALATIN, OR 97062 • : MetroScan /King (WA) Owner :Liu Alfred B /Ellen Y Trustee Site :17305 Southcenter Pk ". wila 98188 Mail :PO Box 95235 e Wa 98145 Use ,'estaurant,Lounge arm: Bath: TotRm: YB :1992 : MetroScan / King Owner :Waikiki Grand Partners Lp Site :17333 Southcenter Pkwy Tukwila 98188 Mail :250 Kawaihae St #20E Honolulu Hi 96825 Use :101 Com,Retail Store Bedrm: Bath: TotRm: Owner :Clpf- tukwila Site :17405 Southcenter Pkwy Mail :14900 Interurban Ave S Use :096 Com,Retail Strip Bedrm: Bath: TotRm: Owner :Clpf - tukwila ite :17405 Southcenter Pkwy 2 Mail :14900 Interurban Ave S Use :096 Com,Retail Strip '�Bedrm: Bath: TotRm: wner :Mikami Masao Trust ite :17151 Southcenter Pkwy Tukwila 98188 - Mail :999 3rd Ave #2525 Seattle Wa 98104 Use :309 Vacant,Commercial Bedrm: Bath: TotRm: YB: Pool: * : MetroScan / King (WA) Owner Phoenix Ynsur Place Site x 17047` Southcenter ::Pkwy Mail 428 1 aA lask'ar Wa ##t2 .wat "e'Waaa98 2.1 Use :060 Com,Shopping Center,Neighborhood Bedrm: Bath: TotRm: YB: Pool: * : MetroScan / King (WA) Bedrm: Bath: L`Yc Owners Takumx .;yos u. Site >17047 `Southcenter Pkwy Tukwila 98188 Mail1709 'mAve 2525 a x Seatttq W,98 0 Use 1 060tCom';'Shbpgzng' Gerier,- Nei'ghhorhood Bedrm: Bath: TotRm: YB:1982 Pool: * : MetroScan / King (WA) Owner Takumi; yo 1?ic Site y1.7047 Pkwy Tukwila - .98188 Maitla Y 9.99 :�3r3 Ave: -„ #25254 Seattle ; 9 Use 060`�Com Shopping Center,Neighborhood Bedrm: Bath: TotRm: YB:1982 Pool: * 4 MetroScan / King (WA) Owner llig �Properties`7� ss Site 7.'7200 Southcenter Pkwy Tukwila 98188 Mai71- x4'811 34th Pl `SE- . ,(+• No MaTil )'1Belzlevue Wa' 98' User - 309 V Co m rc'ial ' Bedrm: Bath: TotRm: YB: Pool: * : MetroScan / King (WA) Owners W.1 9perties, Llc s h te 1,7 S ,200 Southcenter Pkwy Tukwila 98188 Mai- 114 +�:48111'?3 h P1 s E - ? § No Ma i t BelleyuepWa 950'0;6 Wa Use :195 Ind,rehouse z t ?•.-, TotRm: YB :1968 Pool: * : MetroScan. / King (WA) Owner :Kir Tukwila Site :301 Minkler Blvd Mail :301 Minkler Blvd Use :062 Com,Shopping Bedrm: Bath: Tukwila 98188 Tukwila Wa 98188 Center, Regional TotRm: YB:1972 Pool: (WA) YB:1977 Pool: MetroScan / King (WA) Tukwila 98188 #210 Seattle Wa 98168 YB ;1996 Pool: MetroScan / King (WA) Tukwila 98188 #210 Seattle Wa 98168 YB:1996 Pool: MetroSean / King (WA) Pool: Parcel . Xfered . Price Phone B1dgSF: Parcel . Xfered . Price Phone BIdgSF:19,992 262304 9024 12/27/2000 $1,820,000 Full 6,100 Ac:1.4I 262304 9066 04/01/2002 $4,450,000 Parcel :262304 9067 Xfered :12/31/2003 Price :$38,455 Phone . B1dgSF:26, 980 Information complied frwn various sources. Real Estate Solutions makes no representatavns or warranties as to the accuracy or completeness of information contained in this repeo ?, * Ac:1.04 _ Ac:11.85 Parcel :262304 9067 Xfered :12/31/2003 Price :$38,455 Phone . B1dgSF:136,649 Ac:11.85 Parcel :2E2304 9069 Xfered :08/09/2004 Price Phone B1dgSF: Parcel :262304 Xfered Price Phone B1 dgS F : Parcel :262304 9071 Xfered :12/31/2002 Price Phone B1dgSF:2 - ',840 Ac:3.71 * Parcel :2t52304 '9951 Xfered :12/31/200-' Price Phone : B1dgSF:1 840 Parcel :262304c97676 Xfered :02/07/2005 Price :$15,100 Phone B1dgSF: Ac 9.72 Parcel :2!2304X90,Bip Xfered :02/07/200`/ Price :$15,100,000 Phone B1dgSF:2 %2,000 Ac:5.89 Parcel :262304 91:10 Xfered :02/04/2003 Price :$:18,323,800 Phone B1dgSF:283,203 Ac :1.43 * Ac:2.69 * Ac:3.71 Ac:16.41 • •# Owner :Kir Tukwila Site :301 Minkler Blvd Mail :301 Minkler Blvd Use :062 Com,Shopping Bedrm: Bath: * Owner Site Mail :Fir :301 :301 Use :062 Bedrm: Owner Site Ma`i Tukwila Minkler Blvd Minkler Blvd Com,Shopping Bath: Tukwila 98188 Tukwila Wa 98188, Center, Regional TotRm: YB 11999 Pool: } $ . MetroScan / King (WA) Pr' L = s 12,200 Southcenter P,4y Tukwi1a ' ' 1> 3',A1 P1; SE•!' ( N o'-•Ma l,) Be10.,evue MetroScan / King (WA) Tukwila 98188 Tukwila Wa 98188 Center, Regional TotRm: YB ;1999 Pool; MetroScan / King (WA) 116T66' 9:8'0':06 Use :161 Pub,Automotive,Retail Bedrm: Bath: TotRm: YB:1968 Pool: * — : MetroScan / King (WA) Owner Sc3Ll +c; Site 1740 1 Southce y Tukwila 96188 4 Ma 3302r*- 1 } O sI t1 9_8102 Use :183 Pub,Restaurant,LoUnge Bedrm: Bath: TotRm: YB:1980 Pool: * : MetroSCa.n / King (WA) Owner :Mbk Northwest Site :17301 Southcenter Pkwy Tukwila 98188 Mail :7690 SW Mohawk St Tualatin Or 97062 Use :300 Vacant,Residential Bedrm: Bath: TotRm: YB: Pool: * : MetroScan / King (WA) Owner :Clpf - tukwila Site :17555 Southcenter Pkwy Tukwila 98188 Mail :14900 Interurban Ave S 4210 Seattle Wa 98168 Use :300 Vacant•,Residential Bedrm: Bath: TotRm: YB: Pool: * : MetroScan / Ring (WA) wa Owner Chcn Ting wei Site *no Site Address* Tukwila Mail 489 ;aeac�n Av� ipe Tu attleW Use . 300 Vacant, Residential Bedrm: Bath: TotRm: * : MetroScan / King (WA) Owner Moc�ck cather.ine Ann Site : = *no Site Address* Tukwila Mail VPC19222LicLAySWNtla511T2TRE2hes,teratWa 986579 Use 300 Vacant, Residential Bedrm: Bath: TotRm: * MetroScan / King (WA) 4=_. Owners Mock Catherine Anil Site :*no Site Address* Tukwila Mail 7,06- 163rd, , ez. S Ma'il'1^ )T7Rochester Wa 9853759 Use :30 Vacant, Res`1 ( N,9 dentiai Bedrm: Bath: TotRm: * : MetroScan / King Owner :Mbk Northwest Site : *no Site Address* Tukwila Mail :4949 Meadows Rd 4675 Lake Oswego Or 97035 Use :300 Vacant,Residential Bedrm: Bath: TotRm: YE: Pool: YB: Pool: YB: Pool: YB: Pool: (WA) Parcel :262304 9110 Xfered :02/04/2003 Price :$813,323,800 phone BldgSF:8, '752 Parcel ;262304 9110 Xfered :02/04/2003 Price :$8 ?,323,80() Phone B1dgSF:8, :00 Parcel :2630 4 i91i Xfered :02/07/2005 Price :$15,100,000 Phone ]31dgSF:22,626 Ac:3.16 -* Parcel • :2,6,23 Xfered :04/14/2005 Price Phone : BldgSF: 9, 483 Parcel Xfered Price Phone BldgSF: Parcel :2E2304 9136 Xfered :12/31/2003 Price :$23,455 Phone BldgSF: Parcel :87.2520 x;03 @0' Xfered :01/27/2004 Price Phone Ac:.18 Parcel :8'_2520 "03!0 Xfered :0E/12/1986 Price . Phone BldgSF: Parcel ;8125204070V Xfered :00/12/986 Price : Phone ; BldgSF: Ac:.23 * BldgSF: Information compiled from various soreces. Real Estate Solutions makes no representaacrns or warranties as to the accuracy or completeness of information contained in this report. Ac:16.41 Ac ;16.41 Ac:1.08 :262304 9135 :11/25/1997 :$56,000,000 Full Ac:3.55 * Ac:4.29 Ac;.17 * Parcel :812520 04:.0 Xfered :11/25/199" Price :$:6,000,000 Full Phone . BldgSF: Ac:1.02 • . CITY OF TUKWILA REcEI Eo PUBLIC Department of Community Developme � HEARING 6300 Southcenter Boulevard, Tukwila, WA 98S 27 200 Telephone: (206) 431 -3670 FAX (206) 431- 36OMMU I)E SIGN E -mail: tukplan@ci.tukwila.wa.us ut vELOPb aT NAME OF PROJECT/DEVELOPMENT: SG 5 Re /mJ g0; ld -s49 E -mail: se f!/c icy "e A./ /Ve Signature: P: \ Planning Fiirms \Applications \newBAR.doc Date: 9//e/o4 REVIEW APPLICATION LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 17305 Svuihce•,k PA, k 7 T� ,F ,74 , w4- 913 as R R/ AgAia LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). ANY : 24 a 3oy- /0 ay DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Brad De e" Ala el Address: J/ 7 t 1f iCov•j4 SI 0 0230, .e4// 4, G/4 75/0 Phone: 2.00 S`1 c- N5 FAX: (Lo() S YS a/9SZ April 4, 200 FOR STAFF USE ONLY Permits Plus Type P -DR Planner: File Number: L O (' - 06 7 Application Complete (Date: ) Project File Number: Application Incomplete (Date: ) Other File Numbers: e 06, - 0 / & l L 06-C; • . CITY OF TUKWILA REcEI Eo PUBLIC Department of Community Developme � HEARING 6300 Southcenter Boulevard, Tukwila, WA 98S 27 200 Telephone: (206) 431 -3670 FAX (206) 431- 36OMMU I)E SIGN E -mail: tukplan@ci.tukwila.wa.us ut vELOPb aT NAME OF PROJECT/DEVELOPMENT: SG 5 Re /mJ g0; ld -s49 E -mail: se f!/c icy "e A./ /Ve Signature: P: \ Planning Fiirms \Applications \newBAR.doc Date: 9//e/o4 REVIEW APPLICATION LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 17305 Svuihce•,k PA, k 7 T� ,F ,74 , w4- 913 as R R/ AgAia LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). ANY : 24 a 3oy- /0 ay DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner /applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Brad De e" Ala el Address: J/ 7 t 1f iCov•j4 SI 0 0230, .e4// 4, G/4 75/0 Phone: 2.00 S`1 c- N5 FAX: (Lo() S YS a/9SZ April 4, 200 STATE OF WASHINGTON EXECUTED at 5 ec // /. SUBSCRIBED AND SWORN TO BEFORE ME • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tukplan @ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. Ad statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 1 730S Soofbcrn fer P r ALJay for the purpose of application review, for the limited time necessary to cofnplete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. (city), Wq (state), on /ha g rccl -1)cckei (Print Name) // 7 01.Jf Lov.i4 S7 3o� Scoff /t Wh9H /dZ, (Address) (Signature) On this day personally appeared before me `� 2 i"^ to me known to be the individual who executed the foregoing instrument and acknowledged that he/she sign e same as his/her voluntary act and deed for the uses and purposes mentioned therein. LIC 'n and for the State of Washington gat dre /1'hi fo r My Commission expires on /—/ //D -' 02 RECE1VED SEP 2 7 2006 D C �L u �N T ZOO G 20 010 Check items submitted with application Information Required. Re ceno May be waived in unusual cases, upon approval of both Public Works and Planning SEP 7 , COMmu APPLICATION MATERIALS: a EVp V 1. Application Checklist (1 copy) indicating items submitted with application. 13p 2. Completed Application Form and drawings (5 copies). Z. ic,► &-J. LoicG 3. One set of all plans reduced to 8 1/2" by 11" or 11" by 17 ". ,a,., cc 4. Application Fee $1,590. 80 v''' 5. SEPA Environmental Checklist if required (see SEPA Application Packet). /30 PUBLIC NOTICE MATERIALS: /' v „,.... .,..-.^ / 6. King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. 40 7. Two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings - -e.g. apartments, condos, trailer parks - -must be included (see Public Notice Materials section) 8. A 4' x 4' public notice board will be required on site within 14 days of the Department determining that the application is complete (see Public Notice Materials section). e4.e. PROJECT DESCRIPTION AND ANALYSIS: N/A 9. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). J/ 10. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. . /' V 11. A written discussion of project consistency with decision criteria, see application. This is your opportunity to highlight the design features of your project. V 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at www.ci .tukwila.wa.us /dcd/dcdplan.htm) for additional information. SURVEY: 13 (a) The survey must include a graphic scale and north arrow. It shall be drawn with black ink in record of survey format. This shall be stamped by the surveyor. (b) An existing and proposed boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all structures, easements, encumbrances and right- f' \Planning Forms\ Applications\ new BAR -d,r: COMPLETE APPLICATION CHECKLIST KLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 - 431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). April J, 200 ED c oos Check items submitted with application • Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning of -way width. Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. (c) Existing and proposed building footprints. (d) Fire access lanes and turn- arounds per Fire Department standards. (e) Dash in required setback distances from all parcel lot lines. SITE PLAN: 14 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36 ". (b) Existing and proposed building footprints. (c) Vicinity Map with site location, does not have to be to scale. , - .. , -17' (d) Fire access lanes and turn- arounds per Fire Department standards. (e) Parking lots with dimensioned stalls and drive aisles. (f) Loading and service areas. (g) Fences, rockeries and retaining walls with called out colors, height and materials. (h) Street furniture such as benches and bike racks. (i) Pedestrian connections between the building entrance(s) and the sidewalk/public street. (j) In MDR and HDR zones provide a development coverage calculation (maximum 50 %). LANDSCAPE PLAN: 15 (a) Landscape planting plan that meets the standards at TMC 18.52 by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: 16 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 15 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36 ". (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Existing and proposed building footprints. CIVIL PLANS: 17 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci.tukwila.wa.us/pubwks/bulletins/floodcontrol.pilf for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of P.\ Planning Forms\ Applications\ new BAR..f�x April 4, 21R1, Check items submitted with application Information Mired. May be waived in unusual cases, upon approval of both Public Works and Planning of -way width. Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. (c) Existing and proposed building footprints. (d) Fire access lanes and turn- arounds per Fire Department standards. (e) Dash in required setback distances from all parcel lot lines. SITE PLAN: 14 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36 ". (b) Existing and proposed building footprints. (c) Vicinity Map with site location, does not have to be to scale. (d) Fire access lanes and turn- arounds per Fire Department standards. (e) Parking lots with dimensioned stalls and drive aisles. (f) Loading and service areas. (g) Fences, rockeries and retaining walls with called out colors, height and materials. (h) Street furniture such as benches and bike racks. (i) Pedestrian connections between the building entrance(s) and the sidewalk/public street. (j) In MDR and HDR zones provide a development coverage calculation (maximum 50 %). LANDSCAPE PLAN: 15 (a) Landscape planting plan that meets the standards at TMC 18.52 by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: , 16 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 15 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36 ". (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Existing and proposed building footprints. CIVIL PLANS: 17 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See www.ci.tukwila.wa.us /pubwks /bulletins /floodcontrol.pdf for further information (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of P \ Planning Forms\ Applications \newBAR.doc April 4, 2006 Check items submitted with application Information Reed. IP May be waived in unusual cases, upon approval of both Public Works and Planning purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to www.ci. tukwila. wa. us /pubwks /pwpermit.htm #techinfo. (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross - section for any right -of -way improvements. (j) Show planned access to buildings, driveways, fire access lanes and turn- arounds. OTHER: 18. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. 19. Color and materials board accurately representing the proposed project. 20. A rendering or photo montage showing the project in context is recommended. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). 21. Luminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot - candles), and measures to shield adjacent properties from glare. 22. All existing and proposed signage with sign designs and locations. P: \Planning Forms \ Applications \ne vBAR.doc April 4, 2006 WRK ON DESCRIPTION LAMP MANUFACTURER & NUMBER SA 3 POLE MOUNTED SHOEBOx PIPE 9/ SINGLE ARM ON 30" CONC. BASE, TOTAL HEIGHT OF 26' -13' 400 MN GAROCO LIGHTING - DACO ECA18- 1- 3H -400MH -120 -BRP SB 4 POE MOUNTED S1-I0805 TYPE 9/ DOUBLE ARM ON 30' COW. BASE. TOTAL HEIGHT OF 26' -6' 400 UH GARD20 UGHRNG - MO ECA18- 1- 3H- 400101- 120 -BRP 91 8 WALL SCONCE - MOUNTED AT 8' -0" AF.F. ON EAST SIDE LUYINUS *631 -650 -01.2 WP 12 SHOE90x 130E W/ SINIXE ARM MOUNTED AT 18' -0' 400 811 GARDCO UGHTOIG - ENCO ECW18- 1- FH -400MH w CD 40 T. o PROJECT TEAM ARCHITECT: CML ENGINEER: LANDSCAPE ARCHITECT: LEGAL DESCRIPTION REVISED LEGAL DESCRIPTIONS APN 262304 -9024 ERRE 11C, EVANS 10 RC, & 5C 3 TLC ALL AS TENANTS IN COMMON BRAD DECKER, MANAGER 117E LOUISA ST, SUITE 230 SEATTLE. WA 98102 (206) 545 -4964 (206) 545 -4952 CONTACT: BRAD OECNER DIAL LANCE MUELLER R ASSOCIATES 130 LAKESIDE, SUITE 250 SEATTLE. WA 98122 (206) 325 -2553 (206) 328 -0554 FAR CONTACT: BOB WELLS EMAIL pkerrOlmueller.com SITE DEVELOPMENT SERVICES 310 208111 ST. S.E. BOTHELL. WA 98012 (425) 481 -9687 (425) 485 -7199 CONTACT: DAVE DOUGHERTY EMAIL: dore.edsOcaecwt.net LAUOIUN R BETHUNE ASSOCIATES P.O. BOX 1442 MAPLE VALLEY, WA 98038 (425) 432 -9877 CONTACT: LAUCNLIN 8079080 EMAIL: IbeU uneOmindspring.com THAT PORTION OF THE SOUTHEAST QUARTFA OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH RANGE 4 EAST, W.M. BEGINNING AT 111E SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUIIIWEST QUARTER; THENCE N 87°453r W, 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE N I 1°5913" W ALONG SAID MARGIN. 830.58 FEET; THENCE CONTINUING ALONG SAID MARGIN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 991.37 FEET. AN ARC DISTANCE OF 22732 FEET T102OU411 A CENTRAL ANGLE OF 13°0808"; THENCE N I°0535" E. 74.95 FEET TO TILE TRUE POINT OF BEGINNING; TI HENCE N 86°5175' W. 69 FELT; THENCE N 1 E. 12 FEET; THENCE N 88°5 P25" W. 38 FEET: THENCE S 1 1 3 5 , 1 2 1 79 1 1 1' ; THENCE N 68°5173" W. 195.64 FEET TO.TILE CENTER OF A RAILROAD EASEMENT: THENCE NORTHEASTERLY ALONG SAID RAILROAD FASEMENT ON A CURVE. TO THE RIGHT. CENTER OF SAID CURVE BEARING S 5695'51". SAID CURVE HAVING A RADIUS OF 410.28 FEET, AN ARC DISTANCE OF 102 FEET THROUGH A CENTRAL ANGLE OF 1494'40"; THENCE N 12°2830" W. 3338 FEET; THENCE N 4°347.6" W, 50.16 FEET : 'TIIF7CE N 1 °4179" F'. 54.76 FEET TO THE NORTH MARGIN OF THE SOLJIHEAS r WAR'I'ER OF SOUTHWEST QUARTER: THENCE S 87°55 E. 250 FEET TO THE WEST MARGIN OF SOUITICENTER PARKWAY: THENCE S 1°0835' W. 21133 FEET TO THE TRUE POINT OF BEGINNING: (ALSO KNOWN AS PARCEL Q CITY OF TUK WILA BOUNDARY LINE ADJUSTMENT RECORDED UNDER KING CUUNIY RL:CORDING NUMBER 7811290697.) TOGETHER WITH THAT PORTION OF PARCF3. B, CITY OF TUKWIIA BOUNDARY I.LNE ADJUSTMENT NUMBER 8940411A AS RECORDE3) UNDER KING COUNTY AUDITOR FILE NUMBER 8912270422, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNEA OF SAID PARCEL. Bari OF T UK WIIA BOUNDARY LINE ADJUSTMENT NUMBER 89.10 -BLA: THENCE S 1 °41'39" W. 54.76; THENCE S 4 °3476" E. 50.16 FEET: THENCE S 12'2810" E. 33.38 FEET TO THE CEN ERUNE OF A RAILROAD EASEMENT; THENCE SOUTHWESTERLY ALONG SAID CEN1ERLINE ON A CURVE 10111E LEFT. CENTER OF SAID CURVE BEARING S 42°01'11" E AND HAVING A RADIUS OF 410.26 FEEL, ALONG AN ARC DISTANCE OF 101.99 FEET THROUGH A CENTRAL ANGLE OF 14 °1416': THENCE N 86°5125 W. 35.13 FEET TO A POINT ON A CURVE TO THE RIGHT, 30 FEET NORTHWESTERLY AND PARALLEL WITH SAID CENTERLINE OF A RAILROAD EASEMENT. SAID POINT BEARING S 58°43'35" I: SAID CURVE HAYING A RADIUS OF 440.28 FELT; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CI TIRAL ANGLE OF 14°241 r. AN ARC DISTANCE OF 110.69 FEET TO A POINT 30 FEET WESTERLY AND PARAIJ.E1. WITH THE FASTERI.Y MARGIN OF SAID PARCEL B CITY OF TJKWII BOUNDARY LINE ADJUSTMENT NUMBER 89- 10 -BLA; THENCE N 12°28'30" W. 18.39 FEET; THENCE N 4°34'26" W. 53.87 FEET: THENCE N 1°41'39" E, 56.60 FEET TO THE NORTH MARGIN OF SAID PARCEL B CITY OF TUK WILA BOUNDARY LINE ADJUSTMENT NUMBER 8410 -BLA; 'THENCE S 87°5513" E ALONG SAID MARGIN. 30.00 FEE1' TO THE POINT OF BEGINNING; SITUATE IN TIE COUNTY OF KING. STATE OF WASHINGTON. PARKING LANDSCAPING FRONT PARKING LANDSCAPING REQUIRED. 41 STALLS s 15 S.F. - 615 S.F. PROPOSED: 628 S.F. BACK PARKING LANDSCAPING REWIRED: MALLS 8 10 SF. - 80 S.F. PROPOSED: 303 S.F. MAX DISTANCE FROM STALL TO LANDSCAPING IS 100' -0' °PARKING NOTE• SC -3 (17401 SOUTHCENTER PARKWAY) HAS 90 PARKING STALLS AND REQUIRES ONLY 66 STALLS SC -5 (17305 SOUTHCENTER PARKWAY) WILL HAVE A COVENANT PARKING ARRANGEMENT WITH SC -3 TO USE THE 20 SPACES SHOWN. SITE & BUILDING STATISTICS USE ZONING: OCCUPANCY: CONST. TYPE ONE STORY GROSS SF: BULK RETAIL, REGULAR RETAIL R STORAGE TUC V& SPRILO(IERED 25,814 S.F. EXTERIOR UGHTING LEGEND L I h\ \ N, \. I \t t I r _- • • USE ZONING: OCCUPANCY: CONST. TYPE: ONE STORY 6Ml b SF: NET SF: PROPOSED RETAIL BUILDING " -5 PARKING REIM: BULK REIN!. 19,8768} 0 1/400 50 REGULAR RETAIL 4,00581 0 1/250 - 16 STORAGE 1,046 0 1/1000 - 1 PARKING SHOWN: 49 STALLS 0 -SITE SITE AREA 61,509 S.F. /- /17305 SOUTHCENTER PARKWAY BULK RETAIL, GULAR RETAIL 4[ STORAGE TUC V8, SPRINKLE s, 25,814 S.F. 23,881 S.F. 69 STALLS T 14 COMPACT 2 ACCESSIB 53 STANDARD 00I50N' TRANSFORLr01 EXISTING ETHAN ALLEN FURNITURE STORE (RETAIL) RELOCATE EXIST. LIGHT POLE CONC. CURB (DECAL) F.F. ELEV. 27.00' INITY MAP a. K l e 1 nKw Ndp A Y.; siUd e 81 .A a U9 ISO 0089 A PARKING SOUTHCENTER PARKWAY NORM SITE ' LAN 0 10 • 40 60 1 `N--4 1 d Y' Lem ` J Asa. { L n 85 o 51 rc 15 0 c . u' 0 sheet A1.0 FLOOR PLAN 3/32 " =1 J V 5 RETAIL BUILDING 17305 SOUTHCENTER PARKWAY, TUKWILA, WA. R ER LLC job no. s heet A2.0 LANCE MUELLER & ASSOCIATES A R c M I T 8 C TS A I w 130 LAKESIDE • SEATTLE. WA 98122 • 206 325 2553 daw • •6 e;a , av 7 ' 0 ' ,, r. yy 1, orwamMmmi cr - checked 2 APPL REV. REVISIONS 10 -17-06 1 APPLICATION REVIEW 9-27-06 s -6 date no. revision date 10-11-06 ,.,...;S /DECKER /A2 -0 + xref: BASE.dwg T 14 }' . -r 4 a 0 0 0 o 15' -4 K' — 66' 42' -8 166' -4• 42' -8• 166' -19 122•x[ -8• 166' -1 1411 137' 42'-8 37. 37 37 .%O g • • NYld 8001i a. ss , e40p APPL REV. REVISIONS APPUCAIION REVIEW 0 C' UO1SIAOJ '0U 9 4Dp 9 —W '1 ... "�' ;L ;, ° F'•>l= ni"s�`•M 0 - — 'ou QO[ ZLL- O PM drawn 1 - checked r _'$. �t "14� 7 ®: kl r . .. :.S4 b ?i •Z N..v is :: 1 IT : ' SC -5 RETAIL BUILDING 17305 SOUTHCENTER PARKWAY, TUKWILA, WA. 6 ERRE LLC IONS 1 /8' _ - O _ANCE MUELLER & ASSOCIATES .491 t 0 t i 1 ta, �'➢ �? a` is Co s .�y s- . 4 ® li - . y � c y e c =' . "1 . , sheet A3.0 a. 1 b -, . ^' � '4t ` .,. R s• '` .zg. _a- .F ! :fifc �.', .4r >: ' '1 ... "�' ;L ;, ° F'•>l= ni"s�`•M 0 - . "Z; ®w - v�f`'' •t .tit' ,' if :ft" � l„ a - � a . � 1 a, r _'$. �t "14� 7 ®: a :' xi F ,, 1 AT ra= h. �9 k itl;- r r� �x�nirs;ac7 r . .. :.S4 b ?i •Z N..v is :: 1 IT : ' A�t tg�{ L O� f, ,...: } t � Oi tun ,Y ®; / o . o �i` - 1?Sp1'ist'w', Al ; 4. . r a xe4°°` -ma> i on f� p O 1:1 o ? - lyy.-. o �RZ %itCS �ocR° .491 t 0 t i 1 ta, �'➢ �? a` is Co s .�y s- . 4 ® li - . y � c y e c =' . "1 . , n a. ; ii *w. M Y k y �� ' ,rt 7. > >; �? o. "- ..,, t w .Y i t SF j , A4ii m ! . a n et .. '>1}.. +�z' ;r r ya tr' -. >i bYd3 cur '`ya'"`s.�x - .3:• :.` ?. � , ��� th ... ..,�, r 3 f` a_*+: ` ' .� ' «.• ; ". �.. AYa ' _• ���° ... ��S'�. °�. ..:73t i ; •. a u-- .� rS 'e to ;:: c - � 1�c �*` ....... , .i: - $ :. a' r ' L_ 3 6 w' 1;1144. art. D.'.7 OC. 1 a iTitI! 844 1111111111111111111 --- 7=7 4' URNITURE GALLERIE E A S T E L E V A T I O N NOTES: 1. ALL GLASS ABOVE CANOPIES TO BE SPANDRAL GLASS. N O R T H 2a 2a. 2b. 2a 2a 5. 8. 2a SOUTH WEST E L E V A T I O N E L E V A T I O N E L E V A T I O N ti t .t 11- VI.(•,.L,., 6.1.1 l.i.lfl 1 ! 1 1 1 11 1 Lt 1111 I -t'1 $ Exterior Finish & Color a. Metal cepng. roofing and canopy I b. Metal coping. roofing and canapes 2a. CMU base 4 fled 2b. CMU base 4 Field 2c. CMU wainscot 3a. Stucco in fine torture - pant 3b Stucco in fine torture - psm 3c. Stucco in fine texture - Pant 4. 5torehrnt and glass 5. Metal seance 4 M. M. doors pant 6a. Canopy Colas 6b. Canopy Cans 6c. Canopy Colors 7. Scarf fight future 8. CMU Smooth Cap Sehedtde Shams; Wllurns 542019 Sherman Witham 542020 "Adirondack' Mutual Matenals 'Burgundy Red' in spat face texture Mutual Matenals `Mesa Tan" m spfit -fare texture Mutual Matuhb "Mesa Tan' in smooth - face texture Sherman Mums 542023 - TMe9o4d Taupe" Sherman WBarro 5W2024 "Gob Beige" Sherman Williams 5W2022 'Dry Dock' Clear armed storefront with dear insrdat 4 glass Sherman Witorro 542022 - Dry Dock' Sherman VA.,. 5W2940 4o-ray Metal Products. Inc. 'Dark Bronze" Sherman WNarmr, 5W2002 •Roolmocd Red" (see fighting fixture Mutual Matuhls • t/dseA \v e ei' `f'.j(tc 4'�`rtSn POINT OF CONNECTION (SEE DETAIL) VERIFY WATER METER LOCATION PRIOR TO CONSTRUCTION NEW CONC 4 411■an 1 co" R WALL RETAINING p1 4 LANDSCAPE IRRIGATION PLAN 14" 11 U4 "MIL III 10' SCALE: 1 "= 20' -0" 40' 80 NORTH BASE MAP FROM LANCE MUELLER AND ASSOCIATES, SEATTLE, WA SqUTHCENTER PARKWA tip /yV' � - ■ 1 1 1 1 1 4 IRRIGATION LEGEND SYMBOI. • RAIN BIRD 1812 W /I5SST MPR PLASTIC NOZZLE 30 O RAIN BIRD 1812 W/15EST MPR PLASTIC NOZZLE 30 DRIP LINE: MAXIMUM 18" WIDTH BETWEEN DRIP LINES RAIN BIRD DRIP LINE AND REQUIRED AIR/ 30 TBD VACUUM RELIEF VALVES, IN-STEM FILTERS, DIFFUSER BUG CAPS AND OTHER REQUIRED EQUIPMENT TO PROVIDE COMPLETE COVERAGE OF PLANT MATERIAL 9 RAINBIRD PEB SERIES AUIOM \TIC CONTROL VALVE, SIZE PER PLAN AND PROVIDE AMTEX CONTROL BOX & MIN. 2 CU. FT PEA GRAVEL = • RAINBIRD PEB SERIES AUTOMATIC CONTROL VALVE, SIZE PER PLAN AND RAINBIRD DRIP LINE VALVE • PER MANUFACTURE SPEC. PROVIDE AMTEX CONTROL BOX & MIN. 2 CU. FT PEA GRAVEL () WATER PRESSURE REDUCING VALVE - WATTS SERIES (15, USB, SIZE PER P.O.C. DETAIL e MUELLER BRASS ISOLATION VAI YE, SIZE PER P.O.0 DETAIL, INSTALL IN ROUND 6" AMTEX CONTROL BOX a.-& FEBCO DBL CHECK VALVE, SLZE PER P.O.0 DETAIL, INSTALL IN LARGE AMTEX CONTROL BOX PER DETAIL. ( RAINBIRD QUICK COUPLER VALVE 445C, ASSUME 1" UNLESS OTHERWISE NOTED ON QC PLAN. PROVIDE HOSE SWIVEL INSTALL PER DETAIL 0 a m 0 O • • • 0 • NOTE: PLACE ALL LAWN HEADS IN LAWN, MIN. 3" AWAY FROM PAVING OR BEDLINE. RAIN BIRD 1804 W/15F4A MPR PLASTIC NOZZLE 30 15' 3.70 LAWN RAIN BIRD 1804 W/15II.LA MPR PLASTIC NOZZLE 30 15' 145 LAWN RAIN BIRD 1804 W/15Q -LA MPR PLASTIC NOZZLE 30 15' 0.93 LAWN RAIN BIRD 1804 W/12F MPR PLASTIC NOZZLE RAIN BIRD 1804 W/1211 MPR PLASTIC NOZZLE RAIN BIRD 1804 W/12Q MPR PLASTIC NOZZLE RAIN BIRD 1804 W/10F MPR PLASTIC NOZZLE RAIN BIRD 1804 W/1011 MPR PLASTIC NOZZLE RAIN BIRD 1804 W/IOQ MPR PLASTIC NOZZLE RAM BIRD 1804 WA/SST MPR PIASTIC NOZZLE 30 9418' 1.73 RAIN BIRD 1804 W/ISSST MPR MASTIC NOZZLE 30 4'x30' 1.21 RAIN BIRD 1804 W/ISEST MPR PLASTIC NOZZLE 30 4'•15' 0.61 NOTE: USE 6" POP -UP HEIGHT HEADS ADJACENT TO HEAD IN PARKING STALLS. USE 12" HEIGHT POP -UP HEADS IN ALL OTHER LOCATIONS. DO NOT CONNECT INTO SD)EPORT OF 12" POP -UP HEADS. RAIN BIRD 1812 W/ISF MPR PLASTIC NOZZLE 30 15' 170 RAIN BIRD 1812 W/15H MPR PLASTIC NOZZLE 30 15' 145 RAIN BIRD 1812 W/ISQ MPR PLASTIC NOZZLE 30 15' 0.93 RAIN BIRD 1812 W/12F MPR PLASTIC NOZZLE RAIN BIRD 1812 W/1211 MPR PLASTIC NOZZLE RAIN BIRD 1812 W/12Q MPR PLASTIC NOZZLE RAIN BIRD 1812 WOOF MPR PLASTIC NOZZLE RAIN BIRD 1812 W/1011 MPR PLASTIC NOZZLE RAIN BIRD 1812 W/1OQ MPR PLASTIC NOZZLE RAINBIRD ESP-8MC - 8 STATION AUTOMATIC CONTROLLER, EXTERIOR MOUNT. PROVIDE CONDUIT TO POWER SOURCE AND CONNECT TO POWER SOURCE L GLEN HILTON MC MINI CLICK 11 RAIN SENSOR WITH BY -PASS SWITCIL INSTALL PER OWNER 2" MAIN SCHEDULE 40 PVC MAIN LINE, SIZE PER PLAN. MIN. DEPTH 18" BELOW FINISHED GRADE L4" CLASS 200 PVC LATERAL LINE, SIZE PER PLAN, MIN. DEPTH 12" BELOW FINISHED GRADE. 2" SL SCHEDULE 40 PVC SLEEVING, SIZE PER PLAN, MIN. DEPTH 18" BELOW FINISHED GRADE FOR MAIN LINE. SCHEDULE 40 PVC SLEEVING, SIZE PER PLAN, MIN. DEFTH 12" BELOW FINISHED GRADE FOR LATERAL LINES. BED LINE VALVE KEY VALVE NUMBER �� -VALVE GPM (GALLONS PER MINUTE) (S" Indicates Shrub Zone, "1." Indicate, Town Zone) - VALVE SIZE 1 1/2" MANUFACTURER W ICA VOA ONO! 0-1.01 AOC Wanli CODA OF aw10 awn o w41 As marars) WNW SAPS DA W S a� 40 ON OA WU 40 AVICEI DA a WILMA PPS W A 40 nt. ✓ aped red• wo an M.m WIFO I. m mall NW ADM .pawn .no MAYA VD DMA COMA, wan Nn 6 DETAIL. f2UIGK- .OUPLINB VALVE NO SCALE ALVE PSI (OPERATING PRESSURE) awwvvWWII PSI RADIUS GPM LOCATION 30 30 30 30 30 30 12' 12' 12' 10' 10' 10' r - • 2.60 1.30 0.65 157 0.78 0.39 NO SCALE LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN LAWN SHRUB SHRUB SHRUB 30 12' 2.60 SHRUB 30 12' 130 SHRUB 30 12' 0.65 SHRUB 30 10' 157 SHRUB 30 10' 0.78 SIIRUB 30 10' 0.39 SHRUB 4'00' 1.21 SHRUB 4415' 0.61 SIIRUB 150 SHRUB aaurAA.w f.w e4 v v NASA • f?Y WM 01.4 CAI u>mw co MN OWN. ARO MC- IOW OF ILW Walla TS •RILE ALL LAWN 95905 M IAWM S AREA. 169. 4 FROM 5895 Of L TA AR titt/ Rom ALL EN MR& STRICT{. FROM_I w W Ctana.O Wm NCI Mot bed ,18", 14Y DETAIL, POP-UP SPRAY RPRJ NKLER • IRRIGATION NOTES 1. Irrigation design and layout assumes minimum 80 Ibs static water pressure 65 GPM at point of connection Verify PSI and GPM, If discrepancy exists report to Landscape Architect and owner before proceeding. 2. The Landscape Contractor shall inspect the site and verify existing conditions and dimensions prior to bidding and eomteudba 3. Irrigation plan is diagrammatic. Adjust pipe, valves and Irrigation beads according to field conditions and plant locations. Report any discrepancies to Landscape Architect. 4. Coordinate irrigation points of connection and location d.ntamatte controller with General Contractor. 1.1/2" Water Meter by General Contractor. Coordinate all work with other trades Involved. 5. MI valves will be placed in valve boxes In. manner which facilitates .Am for maintenance. Locate valves In shrub and ground cover beds unless approved by landscape Architect No valve boxes In lawn areas. 6. Al components of irrigation system shall be installed and .dlusted to provide adequate coverage and on over spray onto b.Bdiop, windows, or paved areas. Contractor 1. responsible for providing • complete working irrigation system. 7. Contractor Ls raponslhie for any damages to building and infrastructure during landscape construction. 8. Bury control wires below mainline and tape to mainline every 10' nc. 9. Flub mainline before taer.ilh valves Flush nine tines before Installing males. Test entire system before barkfliEng trenches. 10. Electric Valves and Backflow prevention assembly to be placed in blow grade valve boxes and installed In shrub beds. Verify that valve boxes are not placed where phut materials are to be installed. Provide deeving under all paved surfaces. I1. Provide boil coverage to ail lawn and shrub bed.. Install additional Irrigation heads as necessary to achieve hail coverage and water to all plantings 12. 120 AC Electrical power source at controller location dull be provided by General Contractor. The landscape Contractor .hall make the thud comedian from the electrical source to the controller. All wiring per L & I Codes 13. Al irrigation heads to be installed perpendicular to finish grade unless otherwise specified. Place all pawn heads h lawn areas, 4" from edge of paving or bcdllne. Place all shrub heads in daub beds, min. 4" from 6edllne and min. 10" from all structures DO NOT CONNECT 12" POP•UP HEADS INTO SIDEPORT. 14. Winterizing the system: The irrigation contractor .hall Install • manual drain valve assembly. Dr.idng the mainline shall beaccomplished by introdudng compressed sir Into the system through the quid coupler valve at the plot of connection. 15. Demonstrate working system to building maintenance manager upon completion and acceptance. 16. Locate all utilities before digging. Call 1 .(800) 424.5555. 17. Install Irrigation system In accordance with all applicable codes and ordinance 18. Mount Rain Sensor near top of building. Place In approved location with I.todscape Architect 19. From controller install one spare yellow wire to each valve bon All wire spline lobe for wire connections: DRY-Direct Bury Splice by 3M. 20. Contractor to provide reprodudbie mytar As -built drawings to Landscape Architect prior to doseout of Jai,. 21. Electrical control Ma to be collard in control boxes only. 22. Asphalt and/or concrete lobe removed 2" from behind extruded curb or sidewalk in planter. 21 Install rod outcrops and/or dry creek beds prior to Installation of hriptlon 24. Provide one (1) year warranty for parts, materials and workmanship upon final Acceptance date from owner for work completed per Irrigation flan 25. Verify -site underground vault location per CIA Engineer prior to construction. All mainlines to be build min. 18" deptbbdow grade; lateral lines to be buried min. 12" depth below grade. POINT OF CONNECTION DETAIL 1" WATER METER BY 0111ER5 (WATER PRESSURE REDUCING VALVE - WATTS) 1" STOP VALVE - MUELLER SCHEDULE BO PVC UNION IuI eD = 1 001 CHECK ASSEMBLY) 1 \ 1 1/4' MAIN UNE MANUAL ORAN VALVE / QUICK COUPLER 1" DETAIL. REMOTE CONTROL VALVE NO SCALE NO SCALE r x '. R10 faces CIA FT. ilASWO I Y OUSEL Lt. 1 81=4...Ia0pDI0M SWAM AC NOM I. .e.ml aaaNw r1a7n1En1 A AMMO R LWN. Ln00 No WALTZ LOWDIFEN. Anwr cma WosWa•M6 sMa m .6TAt1Ara L sms9 B10s7a .Enos wan.% Al 1.Lr8xMw PC* NOW MAIM CLWISC7 f1A wxT rw0. m 06411n1011 Y oYiW RC aW MGM DETAIL. BAGKFLOW PREVENTER PAM Caws WNW CAN SAW FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE v Leta - 51r+2 Cad Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple VaHry,Washington 98038 phone: (425) 432-9877 fa:: (425) 432-9878 e-mail : laueb a@bethmeauodates.eom www.bethuneaasoelates.eom STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 1AUC®Di R BETHUNE CEli11YU. N0. 482 REVISIONS R.,bed per Owner Em.8 - 10/1996 1 LRBMJL • 10.24416 Revised y ass d Tukwila a: 2 B, Ea1 per from Brad Bader, Massager, Erre Llmbd Liability En LRBAAJL • 11A16A16 5 Revbed per d Tukwila Request 3 1212/11/06 12/11/06 Nom Brad Decker, LRBA/IJL - t2/22A6 SC -5 RETAIL SOUI'HCENTER PARKWAY TUKIWILA, WASHINGTON LANDSCAPE IRRIGATION PLAN JOB NO. 626179 SCALE 1 ".20'.0" DATE 9/26/06 DRAWN: L1L CHR: ERB COPYRIGHT 806 SHEET L 1.1 • 2 a F a t t 1 1 1 1 1 1 1 1 1 1 11 t 1 r 0 z 0 W a H 0 a iii 1 i 822 g Y 6 q E !di h II r• • 0' 10' 20' SCALE: 1 " =20' -0" 40' SWALE PER CIVIL ENGINEER SOUTHCENTER PARKWAY rn TREE REPLACEMENT PLAN 80' J 3' HIGH SPLIT N . " \ \ \ - / / - FACE RETAINING N WALL:TOW 32.0' � .' - \ BOW • A' '� .. .\ - \ ` — � _ j j % \ - PROPERTY LINE HDEEERTx.&RCE NORTH BASE MAP FROM LANCE MUELLER AND ASSOCIATES, SEATTLE, WA EXISTING TREES OVER 4" CAL. 4-1-1-TREES TO BE RETAINED- PRESERVE AND PROTECT ED TREES USED FOR TREE RETENTION CALCULATIONS 0 TREES TO REMAIN- OUTSIDE TREE RETENTION CALCULATION AREA TREES OUTSIDE RETENTION AREA-NO REPLACEMENT DUE TO SIZE, TYPE, OR LOCATED IN PROPOSED BUILDING TREES SIZE VARIETY COND. NOTES TI m 12" ALD OK IN DRIVEWAY- REMOVE T2 12" ALD OK IN DRIVEWAY- REMOVE T3 14" ALD OK IN DRIVEWAY- REMOVE T4 8" ALD OK IN DRIVEWAY-REMOVE T5 7" ALD OK IN DRIVEWAY-REMOVE T6 6" ALD OK IN DRIVEWAY-REMOVE T7 7" ALD OK IN DRIVEWAY•REMOVE 18 10" ALD OK IN DRIVEWAY-REMOVE T9 9" ALD OK IN DRIVEWAY-REMOVE T10 0. " ALD OK IN DRIVEWAY-REMOVE T11 12" ALI) OK IN DRIVEWAY- REMOVE T12 9" ALD OK IN DRUVEWAY•REMOVE T13 7" ALD OK IN DRIVEWAY- REMOVE T14 ■ 11" ALD OK IN DRIVEWAY - REMOVE, OUTSIDE REPLACEMENT AREA T15 ,.■9" ALD OK IN DRIVEWAY - REMOVE, OUTSIDE REPLACEMENT AREA T16 —8" ALD OK IN DRIVEWAY - REMOVE, OUTSIDE REPLACEMENT AREA T17 —6" ALD OK IN DRIVEWAY-REMOVE, OUTSIDE REPLACEMENT AREA T18 ■ 10" ALD OK IN DRIVEWAY-REMOVE, OUTSIDE REPLACEMENT AREA Tl9 —6" DF OK IN DRIVEWAY-REMOVE, OUTSIDE REPLACEMENT AREA T20 46" DF OK IN DRIVEWAY - REMOVE, OUTSIDE REPLACEMENT AREA T21 —8" ALD OK IN DRIVEWAY - REMOVE, OUTSIDE REPLACEMENT AREA +++T22 10" BLM OK IN BUFFERSAVE +++I23 (2) 8" BLM OK IN BUFFERSAVE +++T24 (2) 6" BLM OK OUTSIDE BUFFER -TO REMAIN +}}T25 ❑ (2) 6" BLM OK OUTSIDE BUFFER -TO REMAIN +++T26 ❑ (2) 8" BLM OK OUTSIDE BUFFER -TO REMAIN TV ■60" BLM STUMP DEAD ABOVE WALL - REMOVE T28 m(4) 50" BLM OK ABOVE WALL- REMOVE T29 ■ 8" DF DAMAGED FROM ADJ. CONST. SITE - REMOVE, OUTSIDE REPLACEMENT AREA T30 —8" DF DAMAGED FROM ADJ. CONST. SITE - REMOVE, OUTSIDE REPLACEMENT AREA T31 X10" WRC OK IN DRIVEWAY - REMOVE, OUTSIDE REPLACEMENT AREA TREE REPLACEMENT CALCULATIONS SYM. TREE REPLACEMENT CALCULATIONS: m TREES IN PROPERTY LINE ADJUSTMENT DIAMETER OR EXISTING TREE REMOVED CALIPER QTY. OF REPLACEMENT TREES REQUIRED 6 1 = 6 6 2 = 12 1 0 4 = 4 l8 " - 24" 0 6 = 0 2• "< 1 : 8 = 8 TOTAL REPLACEMENT TREES 30 TREES SEE LANDSCAPE PLANTING PLAN; 9/26/06 - SHEET L 2.1 FOR TREE REPLACEMENT •NOTE.: HYDROSEED FOR EROSIONCOOTRO ALL FILLED OR GRADED AREAS HAND EXCAVATE ALL WORK WITHIN DRIP LINE OF TREES) TO RET SEDIMENT FEN EXISTING GRADE EXPOSED GRADE DETAIL: TREE PROTECTION NO SCALE EXISTING TREE TO REMAIN, PRESERVE & PROTECT • DO NOT STORE MATERIALS OR EQUIPMENT UNDER DRIP LINE OF TREE DRIP LINE • ESTABLISH DRIP LINE BY MEASURING TREE DIAMETER AT 4 FEET ABOVE GRADE FOR EACH 1" OF DIAMETER OF TREE ADD 1' 41 OF DRIP LINE EXAMPLE: U" DIAMETER OF TREE= =18' 4" RADIUS OF DRIP LINE SEDIMENT FENCE EXISTING GRADE • EECU".2RIY. TREE LEGEND ALD BLM DF WRC ALDER BIG LEAF MAPLE DOUGLAS FIR WESTERN RED CEDAR EX'G TREE LEGEND EXISTING RETAINED TREE: PRESERVE AND PROTECT WITH FIVE -FOOT DRIP -LINE SETBACK SEE DETAIL EXISTING TREE: TO BE REMOVED, REMOVE OEM .Teew - BRANCHES, TRUNK AND ALL DEBRIS rom2Pa ,k04, FROM SITE. GRIND STUMP, FILL HOLE W/ TOPSOIL FROM APPROVED SOURCE. NOTE: • SEE LANDSCAPE PLANTING PLAN; 9/26/06 - SHEET L 2.1 FOR TREE REPLACEMENT FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE fad Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.O. Box 1442 Maple VaUey,Waahington 98038 phone: (425) 432 -9877 Tax: (425) 432-9878 e-mail Ianeh ®bethmeauoelatea -com www.betbnaeaawclatea.eom SCALE: 1 "=20' -0" DATE: 9226/06 DRAWN: LIL CHK: LRB COPYRIGHT 2004 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT IAUCIHHI R BETHUNE CERTIFICATE NO. 482 REVISIONS Revised per Owner Email - 10/1906 1 LRBAILJL • 10/24/06 Revised per City of Tukwila Requal. 2 Br Fn. 11)186 from End Pecer. Manager, Errs I.iodMd LlabOiG Co. LRBAAJL • 118686 � Revbed per CIl n Tukwila Request, 3 12/1106 from d Decker, LRBA/W L - 178286 SC -5 RETAIL SOUTHCENTER PARKWAY TUKIWILA, WASHINGTON TREE REPLACEMENT PLAN JOB NO. #26179 SHEET TR 1 20 0 10 20 Propose (9t24 . • ' 1 Inch - 20 fL T,•• 1 ®T 22.28 E W 20 53 6' Sim 17.28 © 4R - DMH S 2 Rim 24 IE N 17 12' 12 6172412' sr/ O.W.S. IE W 1789 12' Btm 1744 Oca 24 1 IE N 20.69 B' IE W 20.71 8' Btm 19.34 (I CR hoe 1 Q 22.94 2 W 21.09 4' E 521148' 810. 19.59 40 NM - STORM 0 A ILSDOIGIUR S 1.144• 5 CB Trp 1 CE 26 70 E N 23.70 6' IC NC 23.15 6' C E 22 90 8' 81'.1 21.55 �C B 1 1 CE 25 77 iE 5 24.07 6' Earn 23.52 40 Locked , \111 1 i� ;1 I �1, \ \ I I I I I l I I I , I I I w 1 \ \ ` \ 1 \ \ . \ • ` \ \ \ 1 11) \ � . , 11 • STORM GRAIN STRUCTURES-NORTH. 16•.5.7 50MN GE 22.88 1E N 17 28 40' E E 15.78 56' 1E W 15.78 56' ts/ 24' CP 4445 IE S 79.48 12' ®According to the or 4mol 9ineeru4 plans, there Is a d SCUM 6't to the West. No 204 50470 tsos found GE 22.93 IE NE 19.43 12' Overeats Rt., 17.33 12' IE W 751± 12' 1E ress7 12' Btm Orals. 13.13 IE S .....T 12' 5D11H 66 22.38 IE N 14 12' 12 5 14.66 12' 2 5E 17.76 T2' 8tm 14.66 Moe C41 GE Type 5 1 IE NW 17.95 12" IE 5 17.75 12' 6tm 16.35 ®CB Type 1 GE 22.52 IE N 18.92 12' IE 5 18.92 12' BUT. 17.42 ®C8 Type 1 GE 22.10 1674 19.75 12' BUn 1810 ®50MH CE 24.20 IEN 135048' IE S 13.50 48' IE 5 19.45 12" S 8851'25' V E as Type 1 GE 22.2 16 -19.5 CB Type 1 GE 27.3 IE -22.45 ® CB Type 1 GE 21.14 1E E 19.298' IE W 19.29 8' Btm 17.74 iN CB Type 1 GE 21.27 IEE 19.378' IE NW 19 42 8' IE W 19.32 Btm 17.87 195.64' DD WT OF CLEARING: Building /1 /3,MoulM1center Porkway CB Type 1 GE 23.97 IEE 21.128' IE SW 21.32 8' Ban 2002 CB Type 1 GE 28.52 IE NE 23.92 8' 8(0, 22.52 ® 48• SEAM GE 24.74 IE SW 21.44 12' IE E 21 29 12' B lm 1899 48' 50471. GE 3836 IE N 27 38 B' E NE 25.88 12' IE 5W 32.71 10' Btm 23.98 T FENCE AT OMIT OF C0ISTR .011 8'S0 SANITARY SPYFR MANHOIF9. Q 48' 55479 Rim 22.88 IE W 17.236' IEN 17.238' IE E 17.13 B' SW', SEC 26, TWP 23N, RGE 4E 1 No Porkirq ` Eire Lone CONSTRUCTION SEQUENCE: Culvert iE N 19.82 12' -Sus Sto2 SILT FENCE ARING UWT: BACK OF WALK verl IE SE 20.60 12 15.30' m m n a CB FILTER AT ALL DOWNS C9'S CE 28 FIL AT ALL DOWNS CB's 1. ARRANGE AND ATTEND PRECONSTRUCTION MEETING WTH OTY OF 1UKWLA INSPECTOR. 2. FUG CLEARING OMITS. 3. INSTALL CONSTRUCTION ENTRANCE. (NOT USED) 4. CLEAN OUT CB'S R INSTALL TESL CB F1LTDIS AND CLEAR AREA OF PROPOSED WORK. 5. INSTALL SEDIMENT CONTROL SYSTEMS, AS SPECIFIED 6. PERFORM GRADING. INSTALL UTIUTIES, R INSTALL PAVEMENT. 7. SEED OR SURFACE DISTURBED AREAS 8. CLEAN OUT STORM GRAIN SYSTEM. 9. REMOVE SEDIMENT CONTROL MEASURES AFTER SITE HAS BEEN STABIUZEO ANO THE OTYS INSPECTOR HAS APPROVED THE REMOVAL AM S 1 2 3 4 5 6 SHEET INDEX CALL 2 DAYS BEFORE YOU DIG 1 -800- 424 -5555 LOCATE ALL UTILITIES PRIOR TO ANY WORK. VICINITY MAP LEGAL DESCRIPTION SURVEY NOTES SURVEY BY EMERALD LAND SURVEYING CONTOUR INTERVAL - 2 FOOT VERTICAL DATUM - NAVD 88 BENCH MARK: 'Top SE Bolt of Bose of Light Stondord ROS 22 -140, Elev. 24.02. TESL PLAN GRADING PLAN SECTIONS DRAINAGE PLAN WATER/SEWER PLAN NOTES & DETAILS DATE: 9/22/06 SCALE: 1 - .20' 17305 SOUTHCENTER PKWY DES: OCD OWN: DCO TESC PLAN DECKER DEVELOPMENT & CONSTRUCTION, INC 117 E LOUISA 5T, /230 ` SEATTLE. WA. 98102 PHONE: 206 -545 -4964 SITUATE IN THE COUNTY OF KING. STATE OF WASHINGTON. THAT PORTION OF THE SOUTHEAST OUARTER OF THE SOUTHWEST OUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., BEGINNING AT T116 SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE N 87'45'57' W, 481.05 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE N 11'59'33' W ALONG SAID MARGIN, 830.58 FEET; THENCE CONTINUING ALONG SAID MARGIN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 991.37 FEET. AN ARC DISTANCE OF 227.28 FEET THROUGH A CENTRAL ANGLE OF 13'08'08'; THENCE N 1'08'35' E. 74.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 88'51'25' W. 69 FEET; THENCE N 1'08'35' E. 12 FEET; THENCE N 88'51'25' W, 38 FEET; THENCE 5 1'08'35' W. 12 FEET; THENCE N 8851'25' W. 195.64 FEET TO THE CENTER OF A RAILROAD EASEMENT; THENCE NORTHEASTERLY ALONG SAID RAILROAD EASEMENT ON A CURVE TO THE RIGHT. CENTER OF SAID CURVE BEARING S 5672015'51', SAID CURVE HAVING A RADIUS OF 410.28 FEET, AN ARC DISTANCE OF 102 FEET THROUGH A CENTRAL ANGLE OF 1414'40'; THENCE N 12'28'30' W, 33.38 FEET; THENCE N 4'34'26' W. 50.16 FEET; THENCE N 1'41'39" E, 54.76 FEET TO THE NORTH MARGIN OF THE SOUTHEAST QUARTER OF SOUTHWEST QUARTER; THENCE S 8755'53' E. 250 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE S 1 '08'35' W. 211.33 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS PARCEL 8, CITY OF TUKWILA BOUNDARY UNE ADJUSTMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 7811290697.) EXPIRES 5/14/ 1 .SU 507E DEVELOPMENT SERVICES 310 208TH ST SE 80THEL, WA 98012 (425)481-9687 (425)485-7199 (FAX) 11/6/06 REVISED FRONT PARKING LOT GRADING AND DRAINAGE RETAIL BLDG, SC -5 1 of 6