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Home My WebLink AboutPermit L95-0035 - CHARLIES DELI - ADDITION AND LANDSCAPE DESIGN REVIEWL95 -0035 PACIFIC ENVIR. SERV. 14805 .URBAN AV BAR ..:�,, , 4 DATE: APPLICANT: RE: ADDRESS: PLANNING DIVISION COMMENTS December 12, 2002 Olympic Associates Company PRE02 -036 15036 Tukwila International Blvd. SV- 1'1 ,4° 1 keiVTULY4,1 vl ei c¢wuext_ J The following additional comments are provided based on questions from the December 5, 2002 Development Review Committee meeting /If you have any questions, please contact Carol Lumb at 206 -431 -3661. � i°�`"� WA/ uw . The signage proposed exceeds the number and size of signs that is permitted under the City's sign code (TMC 19). A maximum of two wall signs or one freestanding sign and one wall sign is permitted. If the Taco Bell and Kentucky Fried Chicken (KFC) are considered two separate businesses, then you would be permitted to split the allowed wall area between the Taco Bell and KFC signs. The picture of the Colonel is considered a sign. 1. 2. This project would fall under the design guidelines for Tukwila International Boulevard; a copy is attached. There has been little new development along the highway since the adoption of these guidelines, due in large part to the current downturn in the economy. Based on these guidelines, we have the following concerns about the proposal as presented at the DRC meeting: U a) Building Design (pg. 46 -49 of TIB Design Guidelines): the architectural concept is not cohesive, with a consistent theme. Rather the two disparate architectural themes for each franchise are juxtaposed with no attempt at integrating the two. Each competes with the other for attention, which may meet marketing requirements but does not fit on TIB. Design Criteria #2 speaks to this issue where more than one structure is proposed; in this case one structure is proposed but it is trying to incorporate two franchises that would typically have their own building. The form, color and materials must complement each other b) Architectural Relationships: one of the major goals of the TIB design guidelines is, over time, to establish a new architectural context along the highway, changing the hodge -podge . Fast food uses are a common feature in most communities. Their design makes an important statement about the community in which they are c:\mydocs \general \DRC \PRE- 02- 036.doc ';,: :• i't: %;: Zi wl >^sr..:'s ripTha *X-viCrE ava+s, zGeViltdzbsliga ili mom ».., -..,,i 1— Z. O O0: co rnw± w =; LL w 0 °.. 2 u. =I 1 W: z�; Z uJ Lit D p: O Ni ,C3 I— V; — p, z City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director August 25 , 1995 Mr. Chong Hong 8056 SE 72nd Street Mercer Island, WA 98040 NOTICE OF DECISION FOR DESIGN REVIEW APPROVAL, L95 -0035 Dear Mr. Hong: As you aware, your request for Board of Architectural Review approval for the Jumbo Deli project was granted last night by the B.A.R.. The ten -day appeal period on this action ends September 5, 1995 at 5:00 P.M. The project was approved subject to the following conditions: 1. Outdoor trash and recycling collection areas shall be located within a trash enclosure consisting of solid walls on three sides painted to match the building and a solid door on the fourth side. 2. Prior to issuance of a building permit, the applicant shall submit a revised landscape plan which incorporates, the. following: a) Live ground cover and demonstrates that 90% of the landscape areas will be covered within three years. Additional landscaping, consisting of ground cover, shrubs and trees shall be located within the northwest and northeast corners of the parking lot (Attachment b) 11 C I, ) Landscaping shall be provided around the perimeter of the trash enclosure. 3. The new rooftop mechanical equipment shall not . be visible from the south, east or north property lines. If a screening 6300'Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 431-3665 nt device is used, its design shall be first submitted for review and approval by the Planning Division to ensure that it is architecturally integrated with the building. 4. The freestanding sign shall be consistent with the B.A.R. criteria and the Tukwila sign code. If you have any questions on this matter, don't hesitate to call me at 431 -3663. Sincerely, imerson iate Planner cc: Jack Weisenberger r.'. T 0 ,y' i :�,I.4''?:,. . s"� 'h' a , lI .l �. , I ;Cr 1 in r, ;; {;I,; .1 :'ai,!7. . • r!Il , : l,,:. ',): ! ,.�' n1!r� 11.. ; ,O YI — 1 EID — — N e•N L 71 ��lM'e , :. 'i!C1, JP " �1,j a "4k grt�ntr: �u�lt q q , r � ak • 1paq:,.r� �y� - IA1;:P ya i1 1 d r ;a, y1i ..11 d +'T " CS 1 n. ,r N ,pg�''��ix GM i, aar oi, ill i a ' �.;, a' ;k =a "IG � I' i !p ppp 9;g�l1lyp r+ 1 a'' .a•L i 4�aINa„ i.; +era G.!Iga., qa I" N'$ � 1 FF x J t I:' fiu: ��`' ppp ' �: 4 a �ai1 ;' .. ii Yea; yaa �". �y4Ay�YY� G : a,1 uA� g ?: „s'L Fn�Ix. } I �a uptryP a �I' x�1rm p aa W aF Hi y2.�. r Na,t. hh p c�L .klJ. f�]Np' , 51-011 i t ! �41N ' 1; a ONE DOUBLE ILLUMINATED DISPLAY. FORMED FIRST SURFACE. STANDARD WHITE 3 PRODUCT BACKGROUND ITSELF SERVE PRODUCT: BACKGROUND NUMERALS: BACKGROUND 3/8" ORANGE BACKGROUND FOOD BLUE BACKGROUND INTERNALLY OUTPUT REQUIRED. ALUMINUM HAVE OI�TE �� v v5 $ FACE GROUND WHITE "76" BACKGROUND. PRICE AND GASOLINE" CLEAR PLATES• CLEAR PLATE. EMBOSSED BLUE MART ON ILLUMINATED FLUORESCENT CABINET NATURAL BAIR. APPROVE >• -� c, �� Ct kd 5'r INTERNALLY MOUNTED LEXAN FACE PAINTED LOGO COLORS ON SIGN WITH BLUE WHITE COPY. 4" WHITE COPY. COPY ON BLUE NUMERAL ON BLUE STRIPES. WITH WHITE DRAW. SEPARATE CABINET. WITH WHITE COPY. WITH HIGH LAMPS AS AND POLES TO ALUMINUM FINISH. INITIALS 4x. C7 S � , 0 1 , . . y 4 �SiEgN�1 ^ 7 , N gu 7IIV Ifd ;„ 'ODR a a n lua4 ruaaa4Alxliaua !idaaaaN;uaaa:INiit" auaGnA &INVa,lau.aaaGaaaapa @nu0a c a . : l6 Self Serve'! Gasoline Unleaded Plus 1 190 R G High Performance VV 9 9 :. . N High Performance ! ^ f 00190 h f R :, ' p.q �' p4 7• I1 r��'IC 1 1 h1' , �yq' 'd, � , �P�,� „�� Iti ,; : :• p , .. j iN ; r 1 4 1° i!h d` 'u1 gpflq'1 ,I �. ' Ip : . ' p:yy iF r4 qIq .l . N . uLl � JgrOiestraffetkMMS.trtICM.1.1111IVIVIIISIMM.1111Mntenttronttlahromninigttimetum r E 4 i :§ mstarimrunrrxln2lapsla! 9:. a` N 1° aI I'rpI:le +.. ,4p 4 �' r . t r l L II •L' :Ngall21!PoG NMift:N4l riliKI M NIP.IUJ1I1 1 I,WP.YlbPllifil Food Mart.�,I rrP. aelacl! em: rsnmrrravmcdnl vrtxtrvrs :mllN!rllltn!tml!1nwMeN.nLrerxv ma -i aagi 1 lt f: i 1 P r `i« I rnr qp� t,IN' ' g4lj' l P ppF 1 s�: ., Irw'wIi,:b 1 d;: �i! I�! ymua :4 (Lnrmia ! rt k 4iiik, N . 19 S t .j rk� R J r,- u4,4 I !�p • 1n J 1 L M ' a AM ti iaa , 99 • •, I,,' • ;. r: r) 'L• ! ,E N u r y1I. un': r,A 11 L ,~{ !S4 h tt om 4 , .r'' r .rJry 1 . 4 � P a r, : n ,u,k 441 0 14I 9B.dro Iii N., VU, 'l , ■ ' 1.1 N I a.. , .l. ! Nti 4, u uG }' Ili. �' 1 !, • 1 Il i' �� I;�N 13190 STONE AVE. N SEATTLE. NA 98199 (206) 3650242 FAX 3650799 PROJECT NAME: UNOCAL- TUKWILA DESIGN 110695 -t5 DATES-22.95 DESIGNER: DIANA BRIDGES TV A Colima Ulw�lwco'occruc�tTto Ey SIB B10N mein. IT II guar= 10111DUI FngDIALUEE IN CONNEC110I WON A FIDIEDT Ina RANKED FOR YOU EV SSS SKIN COMPANY. IT IS NOT TO ME DEMI TO ANYONE OUTSIDE OF YOUR OSSAISLAT1011 NON IS IT TO IC CORSA grEW18TED IN ANY FAGIICS UNTIL =' i imisru sp K695 sea Sw1I G7 rmr. CUENT APPROVAL: DESIGN • MANUFACTURING • INSTALLA SALES • SERVICE •LEASING NEON • INDIVIDUAL LETTERS MESSAGE CENTERS • TIME • TEMP SCALE 12•.1'.* SHEEf:11_0F 7 8^ PERSON: JAY STARR FONT(S): REVISIONS: z F•■ W. ry W _1 00 Ch J 1— Wq 0: LL Q. co =W Z H, Z O U� 0 W W'. O' US Z 71N3Wf O0a 3H1 AO A.L lVf1O 3141013f10 SI 113 I10N SIH1 NVHI 0/310 $331 SI 3WVaA_SIH0: NI :33110N T TWO SINGLE FACE LOGO DISPLAYS. 2'-0" FACE TO BE FORMED AND PAINTED SECOND SURFACE. BACKGROUND TO BE ORANGE, 76 TO BE BLUE WITH WHITE OUTLINE. ALL COLORS TO BE STANDARD UNOCAL COLORS. ALUMINUM CABINET TO HAVE NATURAL ALUMINUM FINISH. 1" TRIM CAP TO BE ORANGE. ILLUMINATED AS REQUIRED. BgAR. RPPL�OVED DATE�S�NITIAI�.�+�- U CI� ylk(1 8.A!2 <j- Wgix(ret (Q Srd S&S SIGV ter, g O N 13190 STONE AVE N SEATTLE. WA 98133 (206) 365-0242 FAX 368-0739 DESIGN • MANUFACTURING • INSTALLATION SALES • SERVICE • LEASING NEON • INDIVIDUAL LETTERS MESSAGE CENTERS • TIME & TEMP PROJECT NAME: UNOCAL -TUKWI A SALESPERSON: JAY STAR DESIGN 1.00495.15 SCALE 1 5'=P -O• FONT(S): CUSTOM DATE 8-22-95 DESIGNER DIANA BRYDGFS SHEET: 1 OF CLIENT APPROVAL: REVISIONS: 'THIS IS AN ORIGINAL UNPUBLISHED DESIGN CREATED BY S&S SIGN COMPANY IT 15 SUBMITTED FOR. YOUR PERSONAL USE, IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY S&S SIGN COMPANY. IT IS NOT TO BE SHOWN TO ANYONE OUTSIDE OF YOUR ORGANIZATION NOR I5 RTO BE REPRODUCED, COPIED, OR EXHIBITED IN ANY FASHION UNTIL TRANSFERRED. 01994 SBS SIGN COMPANY AUC 2 3 1995 .„v,uNITY DEVELOPMENT UNOC4L SERVICE STATIONS - WESTERN DIVISION LIGHT & BRIGHT PROGRAM (1;5) NU76101 NU76106 NU76102 NU76103 SAFETY YELLOW SAFETY RED BLACK NU76104 NU76105 SAFETY GREEN SAFETY BLUE OASL APPROVED BUTE z Z �U O: , v)o; co w w =: Li.; w Of J. u_ <C. 9_ a: Z I-0: iO w w. . O: ,z`' LLI U N'; 0. City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director July 18, 1995 Mr. Charles Hong 8056 SE 72nd Street Mercer. Island, WA 98040 RE: B94 -0027 (Jumbo Deli) Dear Mr. Hong, At your meeting with Tom Carroll and Vernon Umetsu, you stated that the deli roof color would be cream and the canopy addition would be architecturally integrated with the same cream color. Upon reviewing the Board or Architectural Review (BAR) file, Vernon noticed that the approved design is for a blue mansard roof. ..During the building permit review, you were made aware of the need to be consistent with the approved BAR plans. This requirement was identified as a condition on the building permit which stated that "Board of Architectural Review approved colors and materials shall be applied as previously established." We have confirmed that the eastern roof has been built in a manner inconsistent with the BAR approved design. We cannot grant final approval and. building occupancy until this inconsistency is resolved. We have identified a couple of options that you may pursue to achieve resolution. The first is to return the eastern roof to the approved material and color. The second option is to request from the BAR approval of the modification. Since the BAR will be reviewing the project on August 24, 1995 with respect to the canopy, that would be an appropriate date to review the roof modification. If you wish to pursue this option, you need to submit eight sets of plans showing the revised roof design to DCD no,later than July 28, 1995. Please be advised that if the revised roof material and color is approved, to ensure the BAR criteria are met (e.g., "Colors shall be harmonious... "), the approval may require additional modifications to the colors and /or materials to the other elements of the building including wall paneling, canopy and glass frames. 6300 S wllaz.4l a bin M (f) W Z! W O' 2 u. Q. D. 4- O' Z UJ m D p. O N' 41 I-. wW, 1-- o; 'a: z U co; z If you pursue BAR approval, you may post a developer's warranty deposit to guarantee that the original blue roof will be restored if the BAR denies the revision. This deposit will allow you to receive final approval and occupancy of the building for the interim period while the design issue is being resolved. If you have any questions in this matter, don't hesitate to call me at 431 -3663. cerely, John flimerson Associate Planner 2 • • BAR.. 293.54 D • DATE iATF. A. 6" CURB GALV. VENT'RISERS “ 141AMEABADE, JUMBO IDIDLJC 14805 INTERURBAN AVENUE TUXWILA, WA 98168 OWNER: CHARLIE HONG TNO NEW 10,000 GA ST1P3 LIST,T t,a tr; 1 C8 82 ri--„ DOUBLEVIALL FIBERGLASS g PRODUCT PIPING ( 3"/2") // .fl EXIST. RETAIL BLDG. (2300 S.F.) SIDEWALK S/W FG STAGE II V.R. EXISTING OIL/MATER 'CHP: (EXIST.") EXIST. MANHOLE; INV.96.35 EXIST. 5" COOP EXIST. Bu DWI 1 CB 0 • CB 11 or"' gilEHO EXIST. CURB 11 1, • P4 NEW 6r REINFORCED CONCRETE ORIVE SLAB NEW 2L' X 40' CANOPY 4."••■• 40'---- II p .1 .1 mo Pi q 167.73 INTERURBAN AVENUE SOUTH Id uni 0 P fe044-C- -•• •••• - • • , s -r ATTACHMENT C EP/ • PROPOSED FUEL SYSTEM LAYOUT (2) 10,000 GALLON UST'S (2) TWO PRODUCT BLENDER MPD's (1) 24 X 40 STEEL CANOPY LEGAL DESCRIPTOR THAT PORDON Of TRACIS 22 AND 23 or rumen:tut roomer TO SEATTLE. As PER PLAT RECOROCO I4f .ONE 10 Of PLATS. PA= 33; RECORDS Of lariC COuNTY. AND Of VA:AITO STREET 1.21740 SEMEN SAID TRACTS. DEscRISED AS TELLONS: EIECNNANC AT THE piroesccoas a THE EASTERLY PRo.ccoort or Mc NORTH UNE Or SAO TRACT 50 *774 THE SOUDINESTERLY LINE Cf INTERURBAN AVENUE AS C040E1.01E0 IN ANC COUNTY SUPERIOR COURT CAUSE NO. 103004 THENCE SCUTNEASTERLY ALONC THE souno.tsratr ukt oesoo AvoniC Ito r(41: THENCE SOunmESTERty AT ARENT ANGLES TO SAIO AvENUE. 125 TEE% EHENCE SOuTNEASTEALY PARALLEL ro suo AKNUE. .30 14(1; THENCE SOU01454511417 AT RICHT ANGLES TO SAID AvENUE. 25 rCET: !NENE( NORTNAESILILY PARALLEL TO SOUDNKSTERLY UNE OE SAKI *WINE 10 TNE Wars: 1:A44 Or SA0 :RAU 22; cos1(5170: ••4111T tor BECNN.ANC: • . ['CERT MAT POAIICII LYING NORTHERLY Or THE fOLLOYANG DESCRIBED 1.04: BECNNANc AT A i47.IT 014 1144 KW LIN( Or VACATED RIK* STREET v•HICH 15 20 44(7 SounitRLY 47 0114 cAsrmr PROACTOR co RIC oloAno LINE Or TRACI 22; 1,141144 EASIERLy PARALLEL SAM NORTH UNE 107114 SOUDINC. SURLY UNE Or INTERURBAN AvENtiE ANO 114 TI,eceiv 5110*14 1* 71.4 CITY Or 1101.LA. COUNTY Or RING. STATE Of HASHINCIEN. jiir4 alg9fi COMPALIT`ii 07-VELOPMENT • I V.A.TSON CALE= 1/8" = L F.F. IOI ;50 JUMBO E , 1 14805 INTERURBAN AVENUE TUKWILA,WA 98168 OWNER: CHARLES HONG PROPOSED PUMP ISLAND CANOPY.04' SCALE= a. /E3•• - Z 0.*ttEA/dEJ)• (D!av(•77ivi3 ./- 0I INTERURI• AVENUE 3. F.. �r.' hr±-+ 1F'. ev `rV.Kti+R.Y+�.t.+r�.....�yarr.•O _.'�. +_ PL. RECEIVEQ :;Ut4 ! 3.1995 CUMMUNITy t)EVELOPMENT • City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster; Director • z STAFF REPORT , 1-z wal2, a, Prepared August 17, 1995 c.)0, • , co 0 cow • HEARING DATE: August 24, 1995 • IOD PROJECT: Interurban Convenience Store (Jumbo Deli) • BAR #L95-0035 g :3 • (nR, APPLICANT: Jack Weisenberger, Pacific Environmental Services 1-11.1 • „, F.. building and addition of fueling facilities ,,,,-4,4-, • - lkw PROPOSAL: Exterior modifications to an existing 1-C) z 1”' ea D to a convenience store, including underground Do tanks, pump islands and canopy. ()Um al-- LOCATION: 14805 Interurban Avenue South UJ u j I 0 ACREAGE: 0.79 Acres • z COMPREHENSIVE PLAN DESIGNATION: Commercial ZONING DISTRICT: C-2, Regional Retail v,,,..m.,<,.4-,04,',' TO THE BOARD OF ARCHITECTURAL REVIEW SEPA DETERMINATION: A Mitigated DNS was issued in 1994 for the • conversion of the site to a convenience store/deli. A DNS was issued on August 9, 1995 for these additional modifications. STAFF: John Jimerson ATTACHMENTS: A. Site Plan and Architectural Drawings B. BAR Application/Applicant Response to Criteria C. • Recommended Conditions of Approval L. Color Board* •E. Colored Building Elevations* F. Landscape Plan * To be presented at meeting. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 BAR Staff Report L95 -0035 Page 2 FINDINGS VICINITY /SITE INFORMATION 1. Project Description: The proposal includes: o installing a fuel sales system consisting of two 10,000 gallon underground storage tanks, two pump islands and . a canopy; and modifying the existing building by replacing a portion of the metal mansard roof with a stucco fascia and by painting the building. ▪ Existing Development: The site is improved with a building previously used as a gas station and as an office. A building permit application has been submitted for tenant, landscaping, parking and roadway improvements based on a 1988 BAR approval and a 1994 SEPA review. 3. Surrounding Land Use: Abutting the site is a tavern to the south, an office building to the east, a small utility building to the north and apartments to the west. 4. Terrain: The building pad is level. A vegetated hillside is. located immediately west of the building. 1 5.. Vegetation: Vegetation on the site is limited to the undeveloped hillside and existing conifer trees along 149th Street (which may be located in the right -of -way). There is no vegetation on the level portion of the site. 6. Access: The site abuts two public roads, Interurban Avenue South and South 149th Street. Vehicular access will be provided from Interurban only. BACKGROUND _. Y_...... A SEPA review was conducted in 1994 when the project was modified to become a convenience store. There were three mitigation measures attached to the previous SEPA review (L94- 0008): • Payment for proportional share of improvements to the Interurban Southcenter Blvd intersection, • Dedication of 5 feet of right -of -way along Interurban Ave., and w. • • U•. UO .0 U: W w: J •w •u. • Fw • z � zI- ,D w'W. z.. z:. ,. 1 -1 • BAR Staff Report L95 -0035 Page 3 • Use of auto - irrigation with at least 1 moisture sensor. Further SEPA review was completed for this application. No additional mitigation was required. Frontage improvements (curb, gutter and sidewalk) are required per the BAR approval (88 -6 -DR) and the sidewalk ordinance (TMC 11.64). The development received a building permit in 1994 for site and building modifications based on a previous BAR approval. Work under this permit included new paving, landscaping, and storefront, and infill of an exterior wall and interior remodel. The applicant has made progress on this permit. In doing so, he has exceeded the scope of the permit and BAR approval by changing a portion of the metal mansard roof to a stucco fascia. The applicant is requesting approval for this change after the fact concurrently with seeking approval of the fuel sales addition and the painting of the building with new colors. DECISION CRITERIA This project is subject to BAR review as required under TMC 18.60.060(3) due to the site being located within the Interurban special review area. Board review criteria are shown below in bold, followed by staff discussion. The applicant response to the criteria are included in Attachment "B ". 18.60.050: General Review Criteria. (1) Relationship of Structure to Site. a. The site should be planned to accomplish a desirable transition with streetscape and to provide for adequate landscaping and pedestrian movements. b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas. c. The height and scale of each building should be considered in relation to the site. The site is already developed with the principal building which will house the convenience store /deli. The building is centrally located on the site, about 55 feet from Interurban. There will be two modifications to the site affecting the transition from the street: Installation of a sidewalk with a 12 foot wide landscape strip along the frontage and fuel islands with a canopy between the street and building. There is no specific pattern of setbacks along this stretch of the Interurban corridor as building setbacks and massing vary BAR Staff Report L95 -0035 Page 4 from site to site. The distance from the street (sixty feet) and the separation of the parking by the building serve to moderate the visual impact of the parking. There are two areas north of the building that are proposed to be paved which do not appear to serve any parking or circulation needs (Attachment C). Additional landscaping in these areas will improve the transition from the street to the building and will moderate the impact of the paving. It will also compensate for the lack of landscaping along the south property line (See #2(b) below). The new fascia does not change the height or scale of the building. The canopy will be in scale with the building and site. Its 17'- 6" height is similar to the existing building and its 40 foot width is about 10 feet less than the building. (2) Relationship of Structure and Site to Adjoining Area. a. Harmony on texture, lines and masses is encouraged. b. Appropriate landscape transition to adjoining properties should be provided. 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. e. Compatibility of on -site vehicular circulation with street circulation should be encouraged. The canopy will fit within the massing of the existing building and is generally in scale with the low profile commercial buildings adjacent to the north, south and east. No new landscaping is proposed at this time, however new landscaping is being provided pursuant to a previous building permit. It will be located in a twelve foot wide planting area along the frontage and in a row of shrubs and trees north of the improved site, and west of the south parking area.. In addition, small planters are proposed along the front and south side of the building. No landscaping is provided along the south property line in anticipation of a shared access with the adjacent property. The previous building permit conditioned the applicant to provide an access easement to the owner of the property to the south. This easement allows for ingress and egress from the street, parking and maneuvering along the north side of the tavern and access to the rear of the tavern. The parking areas for the convenience store /deli are separated z 1 w' Jo 0 O: N O' u,w W J H CO u_ w 0: • ga J; LLQ; N d mow; z�' .z o, :2 D. U O' ;O N O• W' '1_., - CY AL z;. O ~' -z BAR Staff Report L95 -0035 Page 5 from the fuel pumps. Conflict between pedestrians and fueling vehicles should be minimal. A six foot wide sidewalk around the perimeter of the building and a new sidewalk along the street frontage provide for additional pedestrian safety. An asphalt path at the north end of the site will facilitate the safe pedestrian movement between the adjacent apartments and the site. The project will upgrade. the street improvements to current standards, thus improving access to the site. Provision for future shared access with the property to the south will reduce the number of curb cuts required along Interurban. (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. b. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance. c. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide. shade. d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged. f. Screening of service yards, and other places which tend to be unsightly, should be accomplished by use of walls, fencing, planting or . combination. g. 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. h. 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 steep vegetated slope behind the building softens and enhances the development. The applicant proposes to leave the slope in its present natural state. A landscape plan was approved for the remodel /change of use of the building with a building permit in 1994. That landscaping . included areas on the flat part of the site will compliment the slope with new trees and shrubs. This new landscaping represents a general upgrade to the site, on which landscaping is presently non - existent. z • 65! U O' Uo WI 1..H w o. J, v • �- i z� F- O z uj H U O. , N. • 0 . .. z BAR Staff Report L95 -0035 Page 6 A modest change to the approved landscape plan is proposed to accommodate the fuel islands. Two 10' x 6' landscape peninsulas located at either end of the front landscaping between the driveways have been eliminated along with the two parking spaces they helped define and protect. To compensate for this loss of landscaping, it would be appropriate to require a live ground cover to be planted in the landscape areas to complement the proposed trees and shrubs. Under canopy lighting will be provided. This lighting will be directed downward to provide customers fueling with adequate light. Most of this light will be screened from impacting the apartments to the west by existing vegetation and building and by the proposed canopy. (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. c. 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. d. Colors should be harmonious, with bright or brilliant colors used only for accent. e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. f. Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design. g. 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 proposal will result in relatively minor changes to the existing building. They include painting the wood siding on the north and south sides gray with 4" blue and orange accent stripes, painting the stone veneer on the east side in two tones of gray, and replacing about 90 lineal feet of the standing seam mansard roof (north and east elevations) with a stucco fascia. The 4.5 foot height of the fascia is roughly two feet higher than the mansard portion of the roof line. It will be painted a light gray with an orange accent stripe and would provide a location for an existing cabinet sign. The remaining portions of the mansard roof will remain blue. New mechanical equipment has recently been installed on the roof, BAR Staff Report L95 -0035 Page 7 and is visible from the south side of the building. This equipment appears to be a condensing unit as part of a walk -in cooler. A mechanical permit was issued for the cooler, but the approved plans did not include new roof top equipment. This condensing unit should be screened from view to be consistent with the BAR guidelines. (5) Miscellaneous Structures and Street Furniture Located east of the building will be the canopy. It will have a smooth metal fascia and will be colored gray with orange accent stripe to match the building. w0 The applicant has indicated that the dumpster will be located u. near the southwest corner of the improved portion of the site, =c1 although it has not been specifically identified on the site F-_; plan. The trash enclosure design and dumpster size have not been -E. ?t•-: submitted for review. It would be appropriate to condition the ` "` 1-0' BAR approval to ensure the trash enclosure is consistent with the . law building design and is appropriately screened with landscaping. D O c; The applicant has indicated an intent to provide a freestanding o �_ sign, but has not submitted details at this writing. If plans law are not submitted prior to the BAR's public hearing, the BAR may H require the sign be brought back before the Board for review. u-0, 18.60.060 - Interurban Review Criteria: "din, (a) Proposed development design should be sensitive to the z.. natural amenities of the area. (b) Proposed development use should demonstrate due regard for the use and enjoyment of public recreational areas and facilities. (c) Proposed development should provide for safe and convenient on -site pedestrian circulation. (d) Proposed property use should be compatible with neighboring uses and complementary to the district in which it is located. (e) Proposed development should seek to minimize significant adverse environmental impacts. (f) Proposed development should demonstrate due regard for significant historical features in the area. The river is the most prominent natural amenity in the vicinity. The site is 300 to 400 feet from the Duwamish River, the most prominent natural amenity in the vicinity. There is an office building between the site and the river. The project will not affect the river nor any related recreation facilities. Pedestrian circulation was discussed in 2(d). BAR Staff Report L95 -0035 Page 8 The use of the site for fuel sales is compatible with the permitted uses in the C -2 zone and with the neighboring uses. The project will contribute to eventual coordination of driveways with the adjacent tavern property. There are no known significant historical features in the immediate vicinity of the project. CONCLUSIONS Relationship of site to structure. The remodel and addition of the canopy /pumps will be accomplished in a manner that is compatible with the existing building. The proposed canopy is similar in height . and scale to the store. The installation of fuel pumps will increase the number of vehicles entering and exiting the site. Vehicular ingress and egress will be improved with new curbing and street improvements and through creation of a shared driveway with the abutting property to the. south. The separation of the parking from the fueling area will allow for safe and convenient pedestrian access to the .building. Landscaping and Site Treatment The project will not adversely affect the landscape plan or site layout. The addition of a live ground cover will ensure complete the landscape areas and ensure that the 90% coverage standard of the zoning ordinance is met. Additional landscaping will moderate impacts of paved areas. Increased vehicular traffic to the site will not significantly hinder pedestrian access to the building. Building Design The project incorporates a unified color scheme with a variety of materials. The use of neutral colors with bright accent stripes is consistent with the BAR criteria, and . will serve as a unifying element between the building, canopy and trash enclosure. The canopy will be in an appropriate scale with the building. Interurban Review The modifications to the site can be accomplished without ,l: i9M1l.mL/ 4iiN�' W4 {aatt4aDS+tL■24r z i :t -1 V U o'. • coo; cnw: to . WO:, ca-' z. Z Z w w. ;w W. • 0:.' • BAR Staff Report L95 -0035 Page 9 adversely affecting any natural, recreational or historical amenities in the vicinity. RECOMMENDATIONS The Planning Division recommends approval of the proposed project with the following conditions: 1. Outdoor trash and recycling collection areas shall beSo(J wail located within a trash enclosure consisting of wa-lls on three sides painted to match the building and a solid door on the fourth side. Prior to issuance of a building permit, the applicant shall submit a revised landscape plan which incorporates the following: a) Live ground cover and demonstrates that 90% of the landscape areas will be covered within three years. Additional landscaping, consisting of ground cover, shrubs and trees shall be located within the northwest and northeast corners of the parking lot (Attachment "C ) . Landscaping shall be provided around the perimeter of the trash enclosure. The new rooftop mec anical equipment shall not be visible from the south, or north property lines. If a screening device is used, its design shall be first submitted for review and approval by the Planning Division to ensure that it is architecturally integrated with the building. 5 kotd2d r-4-- j c_ 4. The freestanding sign shy be brought back to he ^.'.R. f - 3 S ¢9 , •'::'+oIS:XI.tihX. {'x Y 4vi zica .i 1• BOARD OF ARCHr' l:TURAL REVIEW .DESIGN... ,77 ;, RECEAAPLICA E iON CITY OF TUKWILA JIM 1 799;6300 Southcenter Boulevard, Tukwila, WA 98188 DEP.4RTMENT OF COMMUNITY DEVELOPMENT COMMUNi I "Y Telephone: (206) 431 -3680 DEVELOPMENT Planner: FOR STAFF USE ONLY Pc}'g - ©30 File Number: `fi S — OO2,S Cross - Reference Files: Receipt Number: 1. BRIEFLY DESCRIBE YOUR PROPOSAL: I n s t a 11 t w o (2) 10,000 GAL . UST's fi fuel service island w/ two pumps and a 24' X 40' steel canopy over.. 2. PROJECT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and sub- • division; or tax lot number, access street, and nearest intersection) 14805 INTERURBAN AVE. SOUTH, TUKWILA, WA S8168 Quarter: Section: Township: Range: (This information may be found on your tax statement) APPLICANT:* Name: PACIFIC ENVIRONMENTAL SERVICES CO. Address: P.O. BOX 2049 PORT TOWNSEND, WA 98368 -2049 Signature: * The Phone: (360) 385 -4221 JA. WEI ENBERGER/ ESTIMATOR• PESCO � bate: 5 -10 -95 plicant is th erson whom the staff will contact regarding the application, and • to whom all notices and reports shall be sent, unless otherwise stipulated by applicant. AFFIDAVIT OF OWNERSHIP 4. PROPERTY Narne: CHARLES HONG OWNER Address: • Phone: I /WE,[signature(s)] swear that I /we are the owner(s) or contract purchaser(s) of the property involved in this application and that the foregoing statements and answers contained in this application are true and correct to the best of my /our knowledge and belief. Date: ATTACHMENT B t. z F• z: UO o: w =: )•u- w o�.... id w. _- z F; z� • • w . 2 n: O = I H w W. =U • _ z. :iii N,. =, O. z C'Ji -khU Ur HHI411 1 Cl. 1 UrtiAL ` V ICVV DESIGN REVIEW APPLICA' : )N • Page 2 CRITERIA The following criteria will be used by the BAR in its decision- making on your proposed project. Please carefully review the criteria, respond to each criterion (if appropriate), and describe how your plans and elevations meet the criteria. If the space provided for response is insufficient, attach additional response to this form. 1. RELATIONSHIP OF STRUCTURE TO SITE A. The site should be planned to accomplish a desirable transition'with the streetscape and to provide for adequate landscaping, and pedestrian movement. B. Parking and service areas should be located, designed, and screened to moderate the visual impact of large paved areas. C. The height and scale of each building should be considered in relation to it site. RESPONSE: LANDSCAPE, STREET SCAPE, ETC. WILL NOT BE ALTERED FROM EXIST- ING CONDITIONS. CANOPY HEIGHT WILL BE 15' CLEAR FROM SLAB TO BOTTOM DECKING ALLOWING UN- OBSTRUCTED VIEW FROM STORE TO STREET. 2. RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA • A. Harmony in texture, lines, and masses is encouraged. B. Appropriate landscape transition to adjoining properties should be provided. 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. E. Compatibility of on -site vehicular circulation with street circulation should be encouraged. RESPONSE: EXISTING ON -SITE TRAFFIC' PATTERNS WILL NUT CHANGE, NOR WILL THEIR RELATIONSHIP TO STREET TRAFFIC. !mvn�ra�rrs�a�cc.r wrr trivkanw?mn�m. W r4 2 U O, N W, J I' o W u.?; co �..ui Zf-. ZO0 III a U0 O N' OI W W LL Z U -' 0 z_.. HIiU Ur HHCII l tl:1 UK/AL HtVItvv 'DESIGN REVIEW APPLICA'flN Page 3 3. LANDSCAPE AND SITE TREATMENT A. Where existing topographic patterns contribute to.beauty and utility of a development, they should be recognized and preserved and enhanced. B. Grades of walks, parking spaces, terraces, and other paved areas should . promote safety and . provide an inviting and stable appearance. C. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade. D. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. E. Where building sites limit planting,, the placement of trees or shrubs in paved areas is encouraged. F. Screening of service yards, and other places which tend to be unsightly, should be accom- plished by use of walls, fencing, planting or combinations of these. Screening should be effective in winter and summer. G. 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. H. Exterior lighting, when used, should enhance the building design and the adjoining land- scape. 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. RESPONSE: CANOPY LIGHTING WILL BE DOWNWARD DIRECTED AND IT'S INTENT IS FOR THE SAFETY OF PATRONS WHILE FUELING. 4. BUILDING DESIGN A. Architectural style is not restricted, design and relationship to surroun B. Buildings should be to appropriate developments. evaluation of a project should be based on quality of its dings. scale and be in harmony with permanent neighboring . 4: iLiSiL e' i. El: i' iT7; �L?`+' iSlt `idtnb•.D2t`i'L':ti ".4Lif. ",�k. I w. 6 00 CO U) Ur;. • w0 ga a :El a. Lu 1 z �. :Z i0•••• o ,o t-= •Wi w F U • o rz� = O• h.� c..JMnu VC' Mt1L flf 1 CL, 1 unrML VICvv DESIGN REVIEW APPLICI 7Iv Page 4 C. Building components - such as windows, doors, eaves, and parapets - should have good proportions and relationship td one another. Building components and ancillary parts shall be consistent with anticipated life of the structure. D. Colors should be harmonious, with bright or brilliant colors used only for accent. E. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. F. Exterior lighting should be part of the architectural concept. Fixtures, standards and all exposed accessories should be harmonious with building design. G. 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. RESPONSE: v a 5. MISCELLANEOUS STRUCTURES AND STREET FURNITURE A. Miscellaneous structures and street furniture should be designed to be part of the architec- tural 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. B. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. z JU' UO: U U war N LL. w g a; Z�;. Z w ;off' LU O, Z: O F"; yr Nnlirit I nL V ICVV DESIGN REVIEW APPLICP ;'"."`)N INTERURBAN SPECIAL REVIEW DISTRICT Page 5 The following six criteria are used in the special review of the Interurban area in order to manage the development of this area, to upgrade its general appearance, to provide incentives for compatible uses, to recognize and to capitalize on the benefits to the area of the amenities including the Green River and nearby recreational facilities, to encourage development of more people- oriented use, and to provide for development incentives that will help to spur growth. Please describe how your proposed development relates to the goals for this District. Use additional response space, if necessary. it The proposed development design should be sensitive to the natural amenities of the area. 2. The proposed development use should demonstrate due regard for the use and enjoyment of public recreational areas and facilities. 3. The proposed development should provide for safe and convenient on -site pedestrian circulation. • 4. The proposed property use should be compatible with neighboring uses and complementary to the district in which it is located. 5. The proposed development should seek to minimize significant adverse environmental impacts. ALL FUELING SYSTEM EQUIPMENT MEETS OR EXCEEDS DEPT. OF ECOLOGY GUIDELINES FOR REDUNDANT SAFETY FEATURES AND CORROSION RESISTANCE. 6. The proposed development should demonstrate due regard for significant historical features in the area. z • o o; no w W, W � u_<. , •a z' F= 0 Z I--, • D; • • ,W O . iii z. OF. D —O 70. NEW 10,000 GA rI -P3 UST'a e. N EP " "'S, OIL /WATER .8" 6" CURB 2 293.54 5,;m3.. -2" GALV. VENT'RISERS 12' II 2" S/W VENT - PIPING" .22' II H 11 27' 0 11 0 S/W FG STAGE II V.R 2 °— OOUBLEWALL FIBERGLASS J PRODUCT PIPING ( 3 " /2 ") JUMBO I7EL7C 14805 INTERURBAN AVENUE TUKWILA, WA 98168 OWNER: CHARLIE HONG EXIST. RETAIL BLDG. (2300 S.F.) SIOEWALK CB it Cl.)CMP (EXIST.1 ';ll. EXIST. MANHOLE INV =96.35 .' ors' 4OEMO o1 11 EXIST. CURB COW I L' E ' J N EXIST. 6" EXIST. B" CMP —1Q CB #1 NEW 6'• REINFORCED CONCRETE DRIVE SLAB NEW 24' X 40' CANOPY 4' 21 40' - - - - -+- Nil Q N .5 II it 167.73 INTERURBAN AVENUE SOUTH oN4 (T(CWS 0 P- ior• ?PeovOt... •• SITE PLAN ATTACHMENT C •i.' ?f'w':4iil:i',1:.;tJ1i t,:.+.M- �nsJ:4!:"tr •c>+k' "' 1.t \:< e- "- frt�leetttc%,i H�sI Y':., LAU.x 111 s 20' PROPOSED FUEL SYSTEM LAYOUT (2) 10,000 GALLON UST'S (2) TWO PRODUCT BLENDER INPD's (1) 24 X 40 STEEL CANOPY LEGAL DESCRIPTION THAT PORTION Of TRACTS 22 AND 23 Of INTERURBAN ADDITION TO SEATTLE. A5 PER PLAT RECORDED IN VOLUNC 10 Of PLATS. PACE 55; RECORDS Cr RING CCIINIT. AND Of VA :AIEO MAR STREET LYING B(T1KEN SAID TRACTS. OESCR,BE0 A5 1OLLC•K: UEGNNIN6 AT THE YITERSCCfQN Of THE EASTERLY PROJECTION Of THE NORTH UNC Cr SAID TRACT 22 *1111 THE SOUMWCSTERLY UNE Of INTERURBAN AVENUE AS CONOEYNEO 1N RNG COUNTY SUPERIOR COURT CAUSE N0. 109001: THENCE SCVIHEASTCALY ALONG THE 50U1"MSTCRLY.UNE OP'SAIO AVENUE 190 15(1; THENCE EOU7HIAESTERLY AT RIGHT ANGLES TO SAID AVENUE. 125 1(01: THENCE SOU7HCA51(.LY PARALLEL TO SAID AKHU(. 30 FEET: THENCE SOUTHKESTERLY AT RIGHT ANGLES TO SAO AVENUE. 25 FEET: THENCE NORIHMSILRLY PARALLEL TO SOUTHMSICRLY UNE Of SAID AN•IIUE TO THE NORTH LINE Of SA10 TRACT 22: THENCE EASTERLY 1: THE 1•011T Uf 016111N1N6: • EYCCP5 MAT PORRCN LYING NORTHERLY OR TH5 fOLLONIN6 DESCRIBED UNE: BCGRANG AT A P0911 ON THE NEST LINE Of VACATED RIVER STREET 9*1511 15 2TRACT 0 SCSI 22: 5WT/1CR15 Of 111E EASTERLY PROJECTION Of THE NORTH LINE Of 1"51155 ( *11(91.1 PARALLS1 IM1H SAID 909OH UNC TOME SOUIUMESI(RLY LR4E Of 1NTERVRBAN AVENUE AND 1)15 T5RY1/ }SiOf 13YSt5Y E `ES4RIP11o1: Yt1A15 IN THE 015 01 11M5ALA. COUNTY 001 811m.. STATE Of WA5Hw6T0N, J!�I? 1.1995 CU0.4rnLirt, 1 DEVELOPMENT • Z ; 1` W. 4c 1 9 (9i c.) 0; too J W c cy Z� W W ,. V G; co i0 .W W U. O WZ 0I-; TO: PAtIcEnvironme'ta1 S E R V I C E S C O M P A N Y DATE : 7 -RS" C/7/ T•ui -� ADDRESS: / See, 7e4e/!,// Ie■• NUMBER OF PAGES FAX # ( ) (inc. cover sheet) *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ATTN: FROM: JUL. 1995 ENCLOSURE(S) Quantity Item Description /75 /.f.~. __z : S.. 71/A-A;41 COMMENTS: (TRANSFAX) TNT SPECIALISTS 8585 Highway 20 • P.O. Box 2049 Port Townsend, WA 98368 -2049 360.385.4221 1800.222.9219 360.•379•9395(fox) • Contradoalcense.3 PACIEES1038ft—_k.w.,..,..., ..— z r- W U O' co 0 W= CD IL w0 u. ▪ °. • w. ILI Ili U Di !O — . ,0 1-' W 0. .z` 0 z For: JACK WEISENBERGER Of: By: KELLY MOLITOR Robin Sanford Anderson 1501 N Pott Rd Ellensburg, WA 98926 -8806 HONG CHONG HO & SEUNG IN 8056 SE 72nd St Mercer Island, WA 98040 -5321 U S WEST INC 6300 S Syracuse Way #7.00 Englewood, CO. 80111- 6727. 2,3 Mele Bogovich 14935 Interurban Ave S Tukwila, WA 98168 -4621 7 Young & Jae Kim 3422 166th P1 SW Lynnwood, WA 98037 -3240 HELEN ING INVESTMENTS LI 14903 Interurban Ave S Tukwila, WA 98168 -4621 B W & N J Solly P R Morgan 8009 S 180th St #104 Kent, WA 98032-1042 4 A"'". * 1 * : MetroScan /King : * Owner:ANDERSON ROBIN SANFORD Parcel # :359700 0021 08 Site :14801 INTERURBAN AVE S TUKWILA 98168 Sale Date : Mail :1501 N POTT RD ELLENSBURG WA 98926 Sale Price: Use :921 VACANT,COMMERCIAL,LESS THAN 1 ACRE Asd.V:$158,300 YB: Q:NE S:23 T:23N R:04E Lgl:LOT 2 INTERURBAN ADD TO SEATTLE Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:.72 Ph:509- 925 -1621 * 2 * : MetroScan /King : * Owner:BOGOVICH MELE ET AL Parcel # :359700 0445 06 Site :14935 INTERURBAN AVE S TUKWILA 98168 Sale Date :11/17/83 M Mail :14935 INTERURBAN AVE S TUKWILA WA 98168 Sale Price:$64,880 Use :425 PUB,RESTAURANT,LOUNGES Asd.V:$256,000 YB:1966 Q:NE S:23 T:23N R:04E Lgl:LOT 22 -23 INTERURBAN ADD TO Bedrm: Bth F3H: / / Stories:1 , B1dgSF:4,392 Ac:.51 Ph: * 3 * : MetroScan /King : * Owner:BOGOVICH MELE Parcel # :359700 0446 05 Site :14935 INTERURBAN AVE S TUKWILA 98168 Sale Date :11/17/83 M Mail :14935 INTERURBAN AVE S TUKWILA WA 98168 Sale Price:$64,880 Use :425 PUB,RESTAURANT,LOUNGES Asd.V:$26,300 YB: Q:NE S:23 T:23N R:04E Lgl:LOT 22 -23 INTERURBAN ADD TO Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:.12 Ph: * 4 * : MetroScan /King : * Owner:HELEN ING INVESTMENTS LIMITED PARTNERSHI Parcel # :359700 0422 03 Site :14903 INTERURBAN AVE S TUKWILA 98168 Sale Date :03/15/94 M Mail :14903 INTERURBAN AVE S TUKWILA WA 98168 Sale Price:$2,750 FULL Use :114 RES,APARTMENT,100 TO 199 UNITS Asd.V:$676,200 YB:1969 Q:NE S:23 T:23N R:04E Lgl:LOT 22 -23 INTERURBAN ADD TO Bedrm:1 Bth F3H:1/ / Stories:3 B1dgSF:15,120 Ac:4.13 Ph: * 5 * : MetroScan /King : * Owner:HELEN ING INVESTMENTS LIMITED PARTNERSHI Parcel # :359700 0020 09 Site :14903 INTERURBAN AVE S TUKWILA 98168 Sale Date :03/15/94 M Mail :14903 INTERURBAN AVE S TUKWILA WA 98168 Sale Price:$2,750 FULL Use :114 RES,APARTMENT,100 TO 199 UNITS Asd.V:$1,344,100 YB:1969 Q:NE S:23 T:23N R:04E Lgl:LOT 2 INTERURBAN ADD TO SEATTLE Bedrm:1 Bth F3H:1/ / Stories:3 B1dgSF:41,520 Ac:1.99 Ph: * 6 * : MetroScan /King : * Owner:HONG CHONG HO & SEUNG IN Parcel # :359700 0440 01 Site :14805 INTERURBAN AVE S TUKWILA 98168 Sale Date :12/06/93 Mail :8056 SE 72ND ST MERCER ISLAND WA 98040 Sale Price:$250,000 FULL Use :261 OFF,1 -3 STORY,LESS THAN 5K SQFT Asd.V:$202,000 YB:1963 Q:NE S:23 T:23N R:04E Lgl:LOT 22 -23 INTERURBAN ADD TO Bedrm: Bth F3H: / / Stories:1 B1dgSF:2,304 Ac:.78 Ph: * 7 * : MetroScan /King : * Owner:KIM YOUNG I /JAE K Parcel # :000320 0006 07 Site :14900 INTERURBAN AVE S TUKWILA 98168 Sale Date :04/25/91 M Mail :3422 166TH PL SW LYNNWOOD WA 98037 Sale Price:$2,800,000 FULL Use :922 VACANT,COMMERCIAL,1 TO 5 ACRES Asd.V:$259,200 YB: Q:NE S:23 T:23N R:04E Lgl:LOT POR GILLIAM W H D C #40 POR OF Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:1.18 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. (^) * 8 * : MetroScan /King : Owner:SOLLY B W& N J& MORGAN P R Site :14975 INTERURBAN AVE S TUKWILA 98168 Mail :8009 S 180TH ST #104 KENT WA 98032 Use :262 OFF,1 -3 STORY,5K TO 15K SQFT Q:NE S:23 T:23N R:04E Lgl:LOT 22 -23 INTERURBAN Bedrm: Bth F3H: / / Stories:2 B1dgSF:7,632 * 9 * : MetroScan /King : Owner:U S WEST INC Site :14851 INTERURBAN AVE S TUKWILA 98168 Mail :6300 S SYRACUSE WAY #700 ENGLEWOOD CO 80111 * Parcel # :359700 0420 05 Sale Date : Sale Price: Asd.V:$617,000 YB:1980 ADD TO Ac:.70 Ph:206 -251 -5000 * Parcel # :359700 0022 07 Sale Date : Sale Price: Use :622 IND,UTILITIES,PUBLIC,GARAGE /ELECTRI Asd.V:$66,100 Q:NE S:23 T:23N R:04E Lgl:LOT 2 INTERURBAN ADD TO SEATTLE Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:.28 Ph: YB: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. «..;..s+'n•' : k:d:,+.m,� r..c`•.:'t: ;�,i3ioL�i'�.�u "tub * 8 * : MetroScan /King : Owner:SOLLY B W& N J& MORGAN P R Site :14975 INTERURBAN AVE S TUKWILA 98168 Mail :8009. S 180TH ST #104 KENT WA 98032 Use :262 OFF,1 -3 STORY,5K TO 15K SQFT Q:NE S:23 T:23N R:04E Lgl:LOT 22 -23 INTERURBAN Bedrm: Bth F3H: / / Stories:2 B1dgSF:7,632 * 9 * : MetroScan /King : Parcel # :359700 0420 05 Sale Date : Sale Price: Asd.V:$617,000 YB:1980 ADD TO Ac:.70 Ph:206- 251 -5000 * Owner:U S WEST INC Parcel # :359700 0022 07 Site :14851 INTERURBAN AVE S TUKWILA 98168 Sale Date : Mail :6300 S SYRACUSE WAY #700 ENGLEWOOD CO 80111 Sale Price: Use :622 IND, UTILITIES ,PUBLIC,GARAGE /ELECTRI Asd.V:$66,100 YB: Q:NE S:23 T:23N R:04E Lgl:LOT 2 INTERURBAN ADD TO SEATTLE Bedrm: Bth F3H: / / Stories: B1dgSF: Ac :.28 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. PAClFlCEnvironmental S E.R V I C E S C O M P A N Y UST SPECIALISTS 8585 Highwoy 20 P.O. Box 2049 Port Townsend, WA 98368 -2049 360.385.4221 1800.222.9219 360.379.9395(fax) Contractor License # PACIFESIO3BR 'AGE I VAPOR RECOVERY MANHOLE 'ILL CONTAINMENT MANHOLE •SSSC1?S'r'� r ..: ' 1' AN3Z :•,;:'T'%TS�S�= T <�r' ?a•S�TaI�T, TANK MONITOR PROBE W/ 16" WATERTIGHT MANHOLE 6X6, 6 GAUGE WWF 5/8" MINUS.'. PEAGRAVEI. FILL .2" BALL VALVE• 3" F.G. STAGE II VAPOR RECOVERY FLEX LINE 30" MANHOLE ///rSUBMERSIBLE TURBINE TAWIC VENT riAN 4 -IDLE OPTIONAL. LOCATION • • %- 00131I .ENAr.I. FIB II ERGr SS PRODUCT PIPING P .`\2 `. C� � off y'', �•.. REINFORCED CONCRETE TANX ANCHOR .,..12" _SQUARE X LENGTE OF TANK ± 1' HOLD -DONN STRAPS f • • :Et 11, Ui U0. W=. • O. u. ¢. H 0 Z i— . ,0 'WW 1-- V 0: :Ail Z''• ii O 1- Z 2' . M/ ,TURNRuc KLEs !' :'+'' ' • � .;v • :`y%', J/ . \:. .' ;..\ \ter /% OVERALL PER NUMBER OF VENTS 5. 5• 5_ 5_ (4) 2 GALV. VENT RISERS 2• VENT RISER FRO) USED OIL TANK, W REO'D 3 /8- DIA. U -BOLTS VATM NUTS. OPW 53 -V Float Vent Valves The OPW 53 -V Series Float Vent Valves are designed to be installed in OPW 233 -V Series extractor fittings to form a system to help prevent product mixing, and to meet the Federal EPA technical standards for overfill prevention of petroleum UST's. The OPW 53 -V Series Float Vent Valves have a stainless steel ball which in an overfill condition, seats tightly against a specially designed valve seat, restricting the flow of va.ors back to the deliver trans ort, or tank ...r —may 1 FLOAT , .."BALL l VENT VALVE I �• I I - • II II DROP TUBE I d 12000 9S' IIDADC40 GAL 2d' I r-T— -m" • -m" I 1. 6400110 GAL 22' -m" I. i I I r, • P .`\2 `. C� � off y'', �•.. REINFORCED CONCRETE TANX ANCHOR .,..12" _SQUARE X LENGTE OF TANK ± 1' HOLD -DONN STRAPS f • • :Et 11, Ui U0. W=. • O. u. ¢. H 0 Z i— . ,0 'WW 1-- V 0: :Ail Z''• ii O 1- Z 2' . M/ ,TURNRuc KLEs !' :'+'' ' • � .;v • :`y%', J/ . \:. .' ;..\ \ter /% OVERALL PER NUMBER OF VENTS 5. 5• 5_ 5_ (4) 2 GALV. VENT RISERS 2• VENT RISER FRO) USED OIL TANK, W REO'D 3 /8- DIA. U -BOLTS VATM NUTS. OPW 53 -V Float Vent Valves The OPW 53 -V Series Float Vent Valves are designed to be installed in OPW 233 -V Series extractor fittings to form a system to help prevent product mixing, and to meet the Federal EPA technical standards for overfill prevention of petroleum UST's. The OPW 53 -V Series Float Vent Valves have a stainless steel ball which in an overfill condition, seats tightly against a specially designed valve seat, restricting the flow of va.ors back to the deliver trans ort, or tank 5 /8" MINOS. . PEAGRAVEL FILL • 3" F.G. STAGE II . VAPOR RECOVERY ' .2' BATS. VALVE FLEX LINE /-- D *YEL RICALL FIBERGLASS PRODUCT PIPING 2" t•RCDucr LINE 3" SE,:Of DARY • CONTAINI ENT alb , � REINFORCED CONCRETE TANK ANCHOR HOLD —DONN STRAPS ;: :.• -1+. 12• SQUARE X LENGTH OF TANK t I' - W/ TURNAOCKLES.. Y '.Y • .ti��a \�i.: \,� :•, \ \`,f ��iv'y / /.•, ,. �,.�•.•.:��.R\�/ �`, ✓% \`,: �'��\ \•ter /% i %\ \'vim s- OvERALL PER NUUBER OF VENTS ,5' ,5- ,5- ,5' 5- 1 I I PLAN VIEW G (4) 2- GALV. VENT RISERS 2" VENT RISER FROM USED OIL TANK, IF REO•D 3/8- DIA. U -BOLTS VATH NUTS. I/4- PROJECTION OF METAL FRAMING CHANNEL. 3- TUBE STEEL FRAME, 8' ABOVE FIN. YARD GRADE a A©Ovt FINISH CRAM[ VAPOR VENT CAP NOTE. VENT RISERS MUST BE 5• -0- MIN. DISTANCE FROM ANY PROPERTY LINE. PER UFC CODE. 1908 ED 3" ■ 3' : 1/8' TUBE STEEL FRAME SERIES 1200 -H 3-1/4" METAL FRAMING CHANNEL 2" GALV. RISER 2" GALV, COUPLING FINISH GRADE NIPPLE SWING JOINT ELLS - 2 -5 FIBERGLASS VENT LINE \ % \� 6- SQUARE N T. FIBERGLASS ADAPTOR CONCRETE FOOTING I VENT RISER SUPPORT BRACKET OPW 53 -V Float Vent Valves The OPW 53 -V Series Float Vent Valves are designed to be installed in OPW 233 -V Series extractor fittings to form a system to help prevent product mixing, and to meet the Federal EPA technical standards for overfill prevention of petroleum UST's. The OPW 53 -V Series Float Vent Valves have a stainless steel ball which in an overfill condition, seats tightly against a specially designed valve seat, restricting the flow of vapors back to the delivery transport, or tank vent. l he pressure created in the UST by this vapor flow restriction works against the head of liquid remain- ing in the delivery transport and hoses, to reduce the incoming flow rate. These valves are superior to other valves because of the stainless steel ball float and specially designed Duragard® coated seat which helps eliminate valve hang up due to corrosion. OPWA Float Vent Valves aro Covered Under Patent No. 3,736,950 Model 53 -VM shown 2 NPT 7 Diameter Ball Flex Catch 705 -5 features a 5- gallon recovery vessel with a fiberglass cover. Ground level installation is easy ... simply thread directly onto a 4" riser. The internal drain valve eliminates the use of external drain hoses which can clog and bend shut. LIGHTWEIGHT FIBERGLASS COVER WATER RUNOFF CAST IRON RING CEMENT GRAVEL GUARD 7-1-7t • • THICK, RUGGED, FLEXIBLE BELLOWS EXPANDS CONTRACTS CAST IRON BASE INTERNAL DRAIN Vapor Vents • Pressure Vacuum Vents - OPW 523, 523S • Open Vent - OPW 23 Combined Stage 1 and Stage 11 Vapor Connection. This illustration shows an OPW 233 -MSD (including the OPW 53 -VM) with a 1611 -AV adaptor for Stage 1 vapor recovery. The manifolded vent lines provide one connection for the vent and the other connection for the Stage II vapor recovery fitting if required. OPW 233 -VM The OPW 233 -VM extractor is a multi - outlet extractor, available in 2 sizes; used in direct manifolded systems, vapor recovery, or where provision for Stage II Vapor Recovery is needed. SIZES: 4" x 2" x 3" WT. 18.73 lbs. 233 -VM -6045 4" x 2" x 2" WT. 16.621bs. 233 -VM -4422 All OPW 233 -V series extractors are specially coated with black Duragard® coating, for improved corrosion resistance and easier cage removal. FUEL TANK INSTALLATION DETAILS ' 15a.c:?u . ^ -.,� , qyw .nr -YV rte! 'urs �.«:r,K,r,.cw.r ,ter.. u s t -; y +.f�i9, „?72"i;•. ^:. hb't'.!i:5:!':€� " * ".:'+`,X?: Z lt ce t 6 ∎U O CO al J N u uJ 0 LL Q c Z d. =, ZI- 1— 0' Z F— LU uj UO OF— 1 O. l b Z U= Z PACIFICEn vironmentai S E R' V I C E S C O M P A N Y UST SPECIALISTS 8585 Highway 20 P.O. Box 2049 Port Townsend, WA 98368 -2049 360.385.4221 1800.222.9219 360.379.9395(fox) Contractor License # PACIFESI03BR BRAVO CONCRETE BOx ISLAND RE NF. CONCRETE PAVING II II ITJII II II II II ? - i- -.• .. • .. • p �: WW ..Wa W�W WW....L_W\W.W .. I WWT 1 I L T T WW T ■ \ \�I` • '` I I TO PRODUCT STORAGE TANKS \ • / \, .. • ��1 ��r jI � 11. • ` . ` ` . � �� ,� _ —JI IMO SLOPE 1/4• PER FOOT c C FIBERGLASS SINGLE WALL PIPE ..3-0 VAPOR RECOVERY FIBERGLASS 3- VAPOR RETURN LINE, WHEN REVD FIBERGLASS DOUBLE WALL PIPE, 3.0 SECONDARY OVER 2.0 PIPES (LINES MUST BE 3• FROM ANY ELEC. CONDUITS, WATER LINES, ETC.) — FIBERGLASS DOUBLE WALL PIPE 3.0 SECONDARY OVER 2.0 PIPES. LINES 0 DISPENSER ISLAND SCALE: NONE PIPE TRENCH SCALE: 1- =1• -0- OR•vO Pu..P BO, PC•CCO w CONK i.l•r.D r Z' U o N W w J` wo' gJ' LLQ. =d FZ ww i Q N ;. p 1- E. w w; , 2V w p CONCRETE ISLAND T'T'T'T'T TO PRODUCT STORAGE TANKS SLOPE 1/4" PER FOOT_ FIBERGLASS SINGLE WALL PIPE -3 "0 VAPOR RECOVERY — FIBERGLASS DOUBLE WALL PIPE 3 "0 SECONDARY OVER 2 "o PIPES. i z_ 7 ASPHALT PAVING OR REINF CONCRETE PAVING ID ID \ ,, c. . \ / T 6" 9" 9" • r- FIBERGLASS 3" VAPOR RETURN LINE, WHEN REQ'D FIBERGLASS DOUBLE WALL PIPE, 3'0 SECONDARY OVER 2 "0 PIPES (LINES MUST BE 3" FROM ANY ELEC. CONDUITS, WATER LINES, ETC.) LINES 0 DISPENSER ISLAND SCALE: NONE PIPE TRENCH SCALE: 1 " =1' -0" NOTE: WHERE ELECTRICAL CONDUIT PROJECTS THRU 80X, SEAL TOP WITH PETROLEUM COMPATIBLE SEALANT, TO PREVENT ANY PRODUCT FROM ENTERING CONDUIT RUN • P I PING 2 SOMETR I C / BPAV0 PNUP 801 PLACED CON( ISLA.10 10 '0ISPCNSCR I '/ • v•P0R RL COv(R• ur1( SHUT -On 1L0.1 •■D VNA•OC (1.P) Z . U' UO N 0' W =, J l; LL; wO g LL '• ' ZI Do :off ;CI '' �. w W; o U— O z FIBERGLASS SINGLE WALL PIPE -3 "0 VAPOR RECOVERY 3' SCCONDARY HOSE (LEA CONNECTOR 2'E1M.. 1 -1/7' u•LE S AvEL. 2•. LONG COMPRCSSION CLAMP (T1P.1 2' EIBERGLASS VAPOR RETURN EIDERGLASS 3' -110' ELBOW (TYP.) OR 3' 1EC EIBERGLASS DOUBLE WALL PIPE SCR SECONDARY OVCR 2'A PRODUCT (IYP 1 ?L$.( ^" tC ;i k7 AMTV. A Raarii .ATTTEP>R' �ri"fh't' ,`a+ 5TYWO + . !Sk zTuttri mresNNANia..NA=A•T+*an , m... an.,.,.,,. N.....,,....,....... ..*.-...a......e.1a*rre+1 PACIFICEn vironment SERVICES COMPANY UST SPECIALISTS 8585 Highway 20 P.O. Box 2049 Port Townsend, WA 98368 -2049 360.385.4221 1800.222.9219 360•379.9395(fox) Contractor License # PACIFESI03BR SLAB REINFORCEMENT CRUSHED ROCK 1.-3" TYP. PLAN TURBINE MANHOLE MANHOLE REINFORCEMENT 1" CROWN (TYP.) CANOPY COLUMN FOOT Z NG PLAN. VIEW 4 DIA. FORM #4 REBAR HOOPS #5 REBAR VERTICAL --.- TYPICAL REINFORCING AT SLAB OPENINGS OLUMN BASO MANHOLE SIZE RIES :,.• .\ /../ / '‘'‘'\'‘')/‘ N \. ?../\\ GUARD POSTS CONCRETE FILLED je_/4" DIA. PIPE 6" SQ. TUBE 339 SLAB REINFORCEMENT ZD TYP. CRUSHED ROCK PLAN TURBINE MANHOLE UANHOIE REINFORCEMENT 1' CROWN (TYP) CANOPY COLUMN FOOT Z NG PLAN VIEW ELEVATION TYPICAL REINFORCING AT SLAB OPENINGS MANHOLE / SIZE TRIES / \ / / \ /\/ /\ 12" \ / \ / \ / \. \ / \/ 1011' #4 REBAR SURROUND, BAR OR HOOP TYPICAL AT EA. OPENING GVARO PG STS CONCRETE FILLED jeZ/4" DIA. PIPE _ 6" SQ. TUBE ,SLOPE • r , i . • • . 4 I8 "DIA, 4 33,, 27" 3" TO SURFACE DRAINAGE 1 CANOPY COLUMN ; TOP OF ISLAND DRIVE SLAB ,.. 0 5 t.t ,, ,° • JO,OGI o ei oV,` ° • #4 BAR HOOPS 12" ON CN7R. HORIZONTAL)... #5 BAR VERTICAL ( 8 EA.) 4' DIA. GALVANIZED;;• CULVERT ; 2,500 # CONCRETE :a,/ •o• r1" X 4' BOL •1 3" MINIMUM CLEARANCE 4' -0" DIA. V • 0 u, ° SLAB PERIMETER REINFORCEMENT CONCRETE TANK AND DRIVE SLABS J .'4-6" X 6 ", 1.9. W.W.F. 1 #4 REBAR AT PERIMETER, LAP 2' O•o 0 g..60. • ■ 4 2500# CONCRETE 45° CORNER .11 /1/ _q p \I \I 00° o° °V C 1,•i� O + ° O THICKEN PERIMETER EDGE — �`'•'O . •O D_ o Z Z at Z U O. N 0. J = H W O. LLQ, _• a t-11.1 Z�. E— 0. Z F— • ui 2• p O N` ww H V. O. W U 2 Z r -' J A I •1 3" MINIMUM CLEARANCE 4' -0" DIA. V • 0 u, ° SLAB PERIMETER REINFORCEMENT CONCRETE TANK AND DRIVE SLABS J .'4-6" X 6 ", 1.9. W.W.F. 1 #4 REBAR AT PERIMETER, LAP 2' O•o 0 g..60. • ■ 4 2500# CONCRETE 45° CORNER .11 /1/ _q p \I \I 00° o° °V C 1,•i� O + ° O THICKEN PERIMETER EDGE — �`'•'O . •O D_ o Z Z at Z U O. N 0. J = H W O. LLQ, _• a t-11.1 Z�. E— 0. Z F— • ui 2• p O N` ww H V. O. W U 2 Z RACo 1 NI IC) RA I NAG E PLAN Ri f 0a510) = Rli�l 61131 V SE NCB HflN M.E.1 • etactegI NCo 6. bWN IN CNTa11b15. • 1 1. 1 ; • 1 • • 1, • I "% lb' SIR u! TJRS • . , 1111111211161 aro win • • • • • • • INT€ UROAn! AVE.. S AREA CoU1NT1 -y Nowt S TO eGteM( I10••1- P4iRV•0OS AKA COtt6WTL1( NNW - Pj.•vto t 'O fcGem 'EavlouS AREA Cu*RQ1T4y /1/410/4- 1)Witvlpuf to oftemAtrJ r,/bW- Pf.'1tV�oui 1 .NYS su s4 y. ti s'DO0 . 4200 67 4i 04 oar Nstb ricva.us AR:A as Soo s,. !'i, re e6 ADDEO PC t`='T l C? .2 .. •sir S U R FAC I N G P LA6 N NO SCALD ��.1�•�;::.!:tlx .... x..nr : ��n��tt. r' a: 4�t: iu' �' i:. �xv: iy' if, �„' rzi:); i« Si: �+ rT,• ��r". atl ' ?•ria,i «al:+tii.is"�vy:�,6•lni: «bs�.. "�i "vi:+Yinf.&'''.L•�5'7ki%.Eif '�Jii .trri+ 4t+tmi+Agnate'_ ^ba!1G:+d >144.RY. -1.4.^r •uYrF..t• it AG la IP ILA 11\11 , oDcitalt4Ca. ,tetrO 'oe* 4u're suem y Tif24AP AV-4AP Zit, liP• facitait-tof CalPfritti+ • .412Oo 674# of 'der Now- Port4i sus 414 re at Aooto IL.kN111 - P40 SCALE- •• STORM DRAINAGE NOTES 1. M construction shall be In accordance with City of Tukwlia standards, 2. Contractor shall provide and maintain temporary sedimentadon/collection facilities to insure that sediment laden water does not enter natural drainage system. These facilities must be In operation prior to clearing and construction must be maintained until construction and landscaping are complete and the potential for on site erosion has passed. 3. All locations of existing utilities shown are approximate and 11 shall be the Contractor's responsibility to verify the true and Correct location to avoid damage or disturbance to them. • 4. 5. Contractor shall connect all roof drains to catch basins with 4* diameter PVC, with .03 minimum slope. S. Bedding for storm drain pipe shah be class "V per APWA Standard Plan No. 82 (pin gravel from 4 Inches below pipe to spring(lne). 7. Trench width shall be 40 inch minimum or 1-1/2 times the pips diameter plus 18 inches whichever Is greater. Backfill shall be placed equally on both sides of the pipe in 8 inch layers compacted to 95% of maximum density. 8. Catch basin shall be APWA Standard Plan No. 52, Type I-C. .. • . Catch basins shall have APWA Standard Plan No. 49 frame and 9. Contractor Is solely responsible kw the means, methods and sequences of construction and for the safety of workers and others on the construction 10. The typical paving section shall be as foNows: Eld1109A1181: • 3* Minimum Compacted Depth Class 0 Asphalt Concrete Minimum Compacted Depth Crushed Rock (5/8 minus). V. Minimum Compacted Depth Structural Fill . - . 1.281110.1129111011.01011.8Maa: • . 3.5 Minimum Compacted Depth Class V Asphalt Concrete 4.0" Minimum Compacted Depth Crushed Rock (6/8 Minus) 8.0* Minkmitn Compacted Depth Structural FBI • fkovr co V4A?¢ PO'R.A10 77. 1- 56 eR EQVA‘,.. (lo Lab) • 1 f h1�N exTRu / Grim —TMP' (►b 1, 22)"""__1'. / 1 . ( 100172) • Li 06 of waoT of EXIS'f141T PA4COiet4T p►ATCN NEW PAJt<MENr To t:XISYIth4 (101:745 • . 1 (10015 Zi ---�� ce'k2- R114.100.00 %SS(' :1 10100 E•(1 ST sni CC (ReTAtt....) FF - ►01.50 ' t'b r 1 D. 4t 1 t (1• LpAC444 /DwLfe1Z'( ' j — •• • • • f • 101 _LI 01.4 C.ON4RETE WALK . REMovE AND REPt.A4E 127 LF a "ad c." ./ tot.00 100.30, SLoPC Ala 0.00E colt )4(1 =99:70 _ "1NY =97.Zo 1 30.00, ' too ,00 r.- 100.6 101,00 (99.ti() Cor4t4EC.T 70 EX151I .J 1 M H INv= 9(.35 0MEO' R1M ELEAI' Ex 14571,4 4 00.00) SToltN DRMIJ M.N. i NTERurz2AN AVE. YFk" to ;X;i:!'J:d;,'�•iL,r„i4SrAhvrali Nt4ild»hiit4szwzrgw.w s. 1 • • EX t ST 1t-.1C L•Aolf•ci/j TRu.:ru (RE -TAIL) F'F._ ►01.50 loi.y • C.C,P4C.RETE WALK:,..: Remove , MP REPt.A4E " Ce 101.00 SLo4?1: 1c . 005 l'•l,o0 p"4967 * (io2.(02) ver.4 F Gib 3 P IMF o04 g INV = 40.0 r ZURRA■ AVE. .i .ire?6,4.:i fs•wm.••.:w... (gq.64) M Tc.i4 I.I .W 1.34 Y TO GX ;ti" :+3'; ^'7t��v.' F "HwJ't�' iii: SiiiS:iiax•+L"r..sY. ia�.r.:,'y77 ?:.•xY: .•A.,.i .. _ ...< .�,. ;,2'''' -.,. • .,..iii .»[:... i'.< i;«. isN.... C: �:. �1t; i' �Fis ;ui-..3.'?�i-�iil7��u%1�C.>:' "CS i" d.. •'� "nF' 4" "�.CS•..2ti ` , ...aa)i "' ra.. t %1, �..a`t�. '7 • 0 • ▪ C. V- v\ 0 - ‘$, F OF 1 Gov't Loi 1 6.75 Acres I, \ ‘.•'.' .0-Ck. _.„A ..-e • AN," .0.. 'KM, •"....11. '''.,,,,..-".....11, -4',....11"...k;_;;; ...: .......".....,,.,,;', .7.... ..,,Ap...4., .....,, +.• ,., .u..1.1/4-‘,...*".;•"•'‘ ":•::: .."'. 4".. •4• „me.' i . *6. '4•• , it4 A4' ..dk.'.›.....:“..",.11... ' ,... S.4. $ t....:-...it •1):: 't...■;...'t .44.'..A. t •"'• Q. ■ , • d ..., ...,.. . . ,,,.. .....:' '....„ .... - - '''''' • . '44 . . ... .. . ••• ,s, "Oh. 1/4. Ars: t .". ..41.0.1%.1. .4::144..... ......01)44...... ....,.. 7•,:h's ...:.'44, -a.. ••".-0P".• AA, ...A.. '''.. .... •"'• 4! ..1Ailt.'":°.".".••°' "; .......42., ;474, :51, ,r A. .4..., 23-41 ,,.*"- _ ,$,.•••• 41L v*. , 'Aso _ - -..:44r4,441637-- '. ' ' . • ..v04 ' • tO• .., t i .:' • ' -I . I k.‘ ,- • • •'''''.. \ 1 I. P. M , 1 ot. , % • i \ , -N N; ) ■ I *. ,... ..... • ':. .• -(.:- c, ... ;._„\,„...., .151 A ...c.0N i,.._,,,,:i jo.,_,-i\f, 186 UNITS— I. i-2i--.. R-21 / 4, f,ay • 4 * 1 * : MetroScan /King : * Owner:ANDERSON ROBIN SANFORD Parcel # :359700 0021 08 Site :14801 INTERURBAN AVE S TUKWILA 98168 Sale Date : Mail :1501 N POTT RD ELLENSBURG WA 98926 Sale Price: Use :921 VACANT,COMMERCIAL,LESS THAN 1 ACRE Asd.V:$158,300 YB: Q:NE S:23 T:23N R:04E Lgi:LOT 2 INTERURBAN ADD TO SEATTLE Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:.72 Ph:509- 925 -1621 * 2 * : MetroScan /King : * Owner:BOGOVICH MELE ET AL Parcel # :359700 0445 06 Site :14935 INTERURBAN AVE S TUKWILA 98168 Sale Date :11/17/83 M Mail :14935 INTERURBAN AVE S TUKWILA WA 98168 Sale Price:$64,880 Use :425 PUB,RESTAURANT,LOUNGES Asd.V:$256,000 YB:1966 Q:NE S:23 T:23N R:04E Lgl:LOT 22 -23 INTERURBAN ADD TO Bedrm: Bth F3H: / / Stories:1 B1dgSF:4,392 Ac:.51 Ph: * 3 * : MetroScan /King : * Owner:BOGOVICH MELE Parcel # :359700 0446 05 Site :14935 INTERURBAN AVE S TUKWILA 98168 Sale Date :11/17/83 M Mail :14935 INTERURBAN AVE S TUKWILA WA 98168 Sale Price:$64,880 Use :425 PUB,RESTAURANT,LOUNGES Asd.V:$26,300 YB: Q:NE S:23 T:23N R:04E Lg1:LOT 22 -23 INTERURBAN ADD TO Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:.12 Ph: * 4 * : MetroScan /King : * Owner:HELEN ING INVESTMENTS LIMITED PARTNERSHI Parcel # :359700 0422 03 Site :14903 INTERURBAN AVE S TUKWILA 98168 Sale Date :03/15/94 M Mail :14903 INTERURBAN AVE S TUKWILA WA 98168 Sale Price:$2,750 FULL Use :114 RES,APARTMENT,100 TO 199 UNITS Asd.V:$676,200 YB:1969 Q:NE S:23 T:23N R:04E Lgl:LOT 22 -23 INTERURBAN ADD TO Bedrm:1 Bth F3H:1/ / Stories:3 B1dgSF:15,120 Ac:4.13 Ph: * 5 * : MetroScan /King : * Owner:HELEN ING INVESTMENTS LIMITED PARTNERSHI Parcel # :359700 0020 09 Site :14903 INTERURBAN AVE S TUKWILA 98168 Sale Date :03/15/94 M Mail :14903 INTERURBAN AVE S TUKWILA WA 98168 Sale Price:$2,750 FULL Use :114 RES,APARTMENT,100 TO 199 UNITS Asd.V:$1,344,100 YB:1969 Q:NE S:23 T:23N R:04E Lg1:LOT 2 INTERURBAN ADD TO SEATTLE Bedrm:1 Bth F3H:1/ / Stories:3 B1dgSF:41,520 Ac:1.99 Ph: * 6 * : MetroScan /King : * Owner:HONG CHONG HO & SEUNG IN Parcel # :359700 0440 01 Site :14805 INTERURBAN AVE S TUKWILA 98168 Sale Date :12/06/93 Mail :8056 SE 72ND ST MERCER ISLAND WA 98040 Sale Price:$250,000 FULL Use :261 OFF,1 -3 STORY,LESS THAN 5K SQFT Asd.V:$202,000 YB:1963 Q:NE S:23 T:23N R:04E Lgl:LOT 22 -23 INTERURBAN ADD TO Bedrm: Bth F3H: / / Stories:1 B1dgSF:2,304 Ac:.78 Ph: * 7 * : MetroScan /King : * Owner:KIM YOUNG I /JAE K Parcel # :000320 0006 07 Site :14900 INTERURBAN AVE S TUKWILA 98168 Sale Date :04/25/91 M Mail :3422 166TH PL SW LYNNWOOD WA 98037 Sale Price:$2,800,000 FULL Use :922 VACANT,COMMERCIAL,1 TO 5 ACRES Asd.V:$259,200 YB: Q:NE S:23 T:23N R:04E Lgi:LOT POR GILLIAM W H D C #40 POR OF Bedrm: Bth F3H: / / Stories: B1dgSF: Ac:1.18 Ph: The Information Provided Is Deemed Reliable, But Is Not Guaranteed. File: 95 -00 5mm Drawing# _ �avi.i.:L. ^.J.:.:Sl'w °_t ^�: -•:. •r:NL;:'a CC�1 •. �. ii. MS .'v�itti�1.'sLt�'.SYJaf�'�Si:di File: 5 -0O Smm Drawing# LI M?a' 7 it3l:i?!3 File: 95 -00 5mm Drawing# • . , For: JACK WEISENBERGER Of: By:. KELLY MOLITOR Robin Sanford Anderson 1501 N Pott Rd Ellensburg, WA 98926-8806 HONG CHONG HO & SEUNG.IN 8056 SE 72nd St Mercer Island, WA 98040-5321 ' 4 U S WEST INC 6300, S'Syracuse Way #700 Englewood, CO 80111-6727 • • • • .1 ,•• ", LM S- 60;5 (") 2,3 Mele Bogovich 14935 Interurban Ave S Tukwila, WA 98168-4621 7 Young & Jae Kim 3422 166th P1 SW Lynnwood, WA 98037-3240 HELEN ING INVESTMENTS LI 14903 Interurban Ave S Tukwila, WA 98168-4621 8 B W & N J Solly P R Morgan 8009 S 180th St #104 Kent, WA 98032-1042 AFFIDAVIT Notice of Public Hearing fl Notice of Public Meeting OBoard of Packet ['Board of Packet Adjustment Agenda Appeals Agenda OPlanning Commission Agenda Packet EiShort Subdivision Agenda Packet OF DISTRIBUTION hereby declare that: fl Notice of Application for Shoreline Management Permit Shoreline Management Permit fl Determination of Non- significance LJ Mitigated Determination of Nonsignificance ODetermination of Significance and Scoping Notice Notice of Action 0Official Notice 0Other Other was mailed to each of the following addresses on Name of Project File Number Signature City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director City of Tukwila PUBLIC HEARING NOTICE Notice is hereby given that the City of Tukwila Planning Commission and Board of Architectural Review will be holding a public hearing at 6:00 p.m. on August 24, 1995, in the City Hall Council Chambers, located at 6200 Southcenter Blvd. to discuss the following: BOARD OF ARCHITECTURAL REVIEW PUBLIC HEARING CASE NUMBER: APPLICANT: REQUEST: LOCATION: CASE NUMBER: APPLICANT: REQUEST: LOCATION: L95 -0035 Pacific Environmental Services Remodel of building and addition of fuel sales system. 14805 Interurban Ave. S., Tukwila, WA. PLANNING COMMISSION PUBLIC HEARING L95 -0037: Hobbytown Jonathon Rosen Approval to increase wall sign size by six square feet per TMC 19.32.140(A). 17774 Southcenter Pkwy., Tukwila, WA. Persons wishing to comment on the above cases may do so by written statement or by appearing at the public hearing.. Information on the above cases may be obtained at the Tukwila Planning Division. The City encourages you to notify your neighbors and other persons you believe would be affected by the above items. Published: Seattle Times August 11, 1995 Distribution: Mayor, City Clerk, Property Owners /Applicants, Adjacent Property Owners, File. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 00: N 0; w =:. 111 d;. • Z • zt-;. w w. 2 0: w w; • u. o Z. o U 3 For: JACK WEISENBERGER Of: By: KELLY MOLITOR Robin Sanford Anderson 1501 N Pott Rd Ellensburg, WA 98926 -8806 z,3 Mele Bogovich 14935 Interurban Ave S Tukwila, WA 98168 -4621 L5 HELEN ING INVESTMENTS LI 14903 Interurban Ave S Tukwila, WA 98168 -4621 b.. HONG CHONG HO & SEUNG.IN 8056 SE 72nd St Mercer Island, WA 98040 -5321 7 Young & Jae Kim 3422 166th P1 SW Lynnwood, WA 98037 -3240 B W & N J Solly P R Morgan 8009 S 180th St #104 Kent, WA 98032 -1042 U.-S WEST INC 6300 S Syracuse Way #700 Englewood, CO 80111- 6727 BOARD OF ARCHIT,.,TURAL REVIEW DESIGN r►77. V RECEAPPLiCA SON CITY OF TUKWILA JUN 1 3 1,991,:63o0 Southcenter Boulevard, Tukwila, WA 98188 DEPARTMENT OF COMMUNITY DEVELOPMENT COMM U N I I Y Telephone: (206) 431 -3680 DEVELOPMENT FOR STAFF USE ONLY Pc}'.?- 1030 Planner: File Number: 1-- c s — 002S- Cross-Reference Files: Receipt Number: 1. BRIEFLY DESCRIBE YOUR PROPOSAL: Install two (2) 1 , 0 00 GAL. UST's & fuel service island w/ two pumps and a 24' X 40' steel canopy over. 2. PROJECT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and sub - division; or tax lot number, access street, and nearest intersection) 14805 INTERURBAN AVE. SOUTH, TUKWILA, WA 98168 Quarter: Section: Township: Range: (This information may be found on your tax statement) 3. APPLICANT:* Name: PACIFIC ENVIRONMENTAL SERVICES CO. Address: P.O. BOX 2049 , PORT TOWNSEND, WA 98368 -2049 Phone: (360) 385 -4221 JACK. WEI ENBERGER/ ESTIMATOR: PESCO 5 -10 -95 Signature: //..../ pate: * The icant is th erson whom the staff will contact regarding the application, and to whom all notices and reports shall be sent, unless otherwise stipulated by applicant. AFFIDAVIT OF OWNERSHIP 4. PROPERTY Name: CHARLES HONG OWNER Address: Phone: I /WE,[signature(s)] swear that I /we are the owner(s) or contract purchaser(s) of the property involved in this application and that the foregoing statements and answers contained in this application are true and correct to the best of my /our knowledge and belief. Date: BOARD OF ARCHITECTURAL REVIEW DESIGN REVIEW APPLICA ?N CRITERIA Page 2 The following criteria will be used by the BAR in its decision- making on your proposed project. Please carefully review the criteria, respond to each criterion (if appropriate), and describe how your plans and elevations meet the criteria. If the space provided for response is insufficient, attach additional response to this form. 1. RELATIONSHIP OF STRUCTURE TO SITE A. The site should be planned to accomplish a desirable transition with the streetscape and to provide for adequate landscaping, and pedestrian movement. B. Parkii►g and service areas should be located, designed, and screened to moderate the visual impact of large paved areas. C. The height and scale of each building should be considered in relation to it site. RESPONSE: LANDSCAPE, STREET SCAPE, ETC. WILL NOT BE ALTERED FROM EXIST- ING CONDITIONS. CANOPY HEIGHT WILL BE 15? CLEAR FROM SLAB TO BOTTOM DECKING ALLOWING UN- OBSTRUCTED VIEW FROM STORE TO STREET. 2. RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA A. Harmony in texture, lines, and masses is encouraged. B. Appropriate landscape transition to adjoining properties should be provided. 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. E. Compatibility of on -site vehicular circulation with street circulation should be encouraged. RESPONSE: EXISTING ON -SITE TRAFFIC PATTERNS WILL NOrCHANGE, NOR WILL THEIR RELATIONSHIP TO STREET TRAFFIC. PEMBEVEVIMEDMIZEMEMEMESIMMEMMTEMORWignamislowatortftirm" BOARD OF ARCHITECTURAL REVIEW DESIGN REVIEW APPLICA%9N Page 3 3. LANDSCAPE AND SITE TREATMENT A. Where existing topographic patterns contribute to.beauty and utility of a development, they should be recognized and preserved and enhanced. B. Grades of walks, parking spaces, terraces, and other paved areas should promote safety and provide an inviting and stable appearance. C. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade. D. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. E. Where building sites limn planting, the placement of trees or shrubs in paved areas is encouraged. F. Screening of service yards, and other places which tend to be unsightly, should be accom- plished by use of walls, fencing, planting or combinations of these. Screening should be effective in winter and summer. G. 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. H. Exterior lighting, when used, should enhance the building design and the adjoining land- scape. 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. RESPONSE: CANOPY LIGHTING WILL BE DOWNWARD DIRECTED AND IT'S INTENT IS FOR THE SAFETY OF PATRONS WHILE FUELING. 4. BUILDING DESIGN A. Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to surroundings. B. Buildings should be to appropriate scale and be in harmony with permanent neighboring developments. _BOARD OF ARCHITECTURAL REVIEW DESIGN REVIEW APPLICA'pN `? Page 4 C. 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. D. Colors should be harmonious, with bright or brilliant colors used only for accent. E. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. z F. Exterior lighting should be part of the architectural concept. Fixtures, standards and all exposed accessories should be harmonious with building design. • G. Monotony of design in single or multiple buildings projects should be avoided. Variety of . o detail, form, and siting should be used to provide visual interest. w w; wo u- a: D' • z• p :z 1-! o• ur w . U•N! • RESPONSE: Aja 5. MISCELLANEOUS STRUCTURES AND STREET FURNITURE A. Miscellaneous structures and street furniture should be designed to be part of the architec- tural 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. B. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. RESPONSE: LI4 y•'.....a,.wmrw.•' . ♦rr...... ;E3OARD OF ARCHITECTURAL REVIEW . DESIGN REVIEW APPLICP °""'7N ''. Page 5 INTERURBAN SPECIAL REVIEW DISTRICT The following six criteria are used in the special review of the Interurban area in order to manage the development of this area, to upgrade its general appearance, to provide incentives for compatible uses, to recognize and to capitalize on the benefits to the area of the amenities including the Green River and nearby recreational facilities, to encourage development of more people- oriented use, and to provide for development incentives that will help to spur growth. Please describe how your proposed development relates to the goals for this District. Use additional response space, if necessary. 1. The proposed development design should be sensitive to the natural amenities of the area. 2. The proposed development use should demonstrate due regard for the use and enjoyment of public recreational areas and facilities. 3. The proposed development should provide for safe and convenient on -site pedestrian circulation. The proposed property use should be compatible with neighboring uses and complementary to the district in which it is located. 5. The proposed development should seek to minimize significant adverse environmental impacts. ALL FUELING SYSTEM EQUIPMENT MEETS OR EXCEEDS DEPT. OF ECOLOGY GUIDELINES FOR REDUNDANT SAFETY FEATURES AND CORROSION RESISTANCE. 6. The proposed development should demonstrate due regard for significant historical features in the area. mow+ oo . coo. J 0u w}} 22 a mow: I- o Z apH. w w;. H - li. ~O'k id Z CO . z ADDRES.F ,LABEL REQUIREMENTS CITY OF TUKWILA 6300 Southcenter Boulevard, Tukwila, WA 98188 DEPARTMENT OF COMMUNITY DEVELOPMENT Telephone: (206) 431 -3680 Notification of persons of certain types of pending applications is required in order to encourage citizen participation in the•land use process. Applicants are required to submit a mailing matrix and one photocopied set of labels which show: 1. The name and address of all owners of property lying within 300 feet of the boundaries of the property for which a permit is sought; and 2. The address of all residents of property within 300 feet of the boundaries of property. Property owner names and addresses can be obtained from the King County Department of Assessments located on the 7th floor of the King County Administration Building, Room 700, 500 Fourth Avenue, Seattle. To compile the information: 1. Obtain the assessor's map(s), which contains your property and all abutting property within 300 feet. (See diagram.) You may use the maps on file in the Assessor's Office or they can be purchased from the King County Department of Public Works Map Counter on the 9th floor of the Administration Building. It is suggested that assessor's maps be ordered several hours in advance of the time you would like to pick them up. 2. Then, obtain a computer batch order form from the Department of Assessments, list on the batch order form the property tax account numbers shown on the assessor's map(s) and submit the batch order form to the Department of Assessments together with the required fee for a printout of the information. Assistance with the tax account numbers may be obtained through the Assessor's Office or the City of Tukwila Department of Community Development (DCD). King County labels are not acceptable because they cannot be duplicated. Resident names and addresses are researched by the applicant. Kroll maps located in the DCD have buildings and street names and addresses. The information on the mailing matrix may refer to "Resident" or "Tenant ", with the proper mailing address, if the specific name is unknown. r�l x:,fs`+c�''.Vi.�if4Nx 19/74/48 WamisirmesMovaffai' 44" z �W. 6 Jlt.. UO N 0 WI J H. C* W o: g a' I._. z~ i— zI uj 2 U N` O 0I- 0 H z 5mm Drawing# TWO NEW 10 STI —P3 UST ota -e 6" CURB 000 GA s ui N EXISTING OIL /WATER SEPARATOR, L. 293.54 000.4,-2" GALV. VENT RISERS n 12' ABO I1 II I I 2" S/W FG--7413' VENT PIPINGI' io' I ora 11 22' 11 27' I I Par-1 •r ®� M I I H I o I O< OJ O'er I I 0 I L 1 \L�J1 — DOUBLEWALL FIBERGLASS!' )1 PRODUCT PIPING ( 3" /2") 11 JUMBO DIEM." 14805 INTERURBAN AVENUE TUKWILA, WA 98168 OWNER: CHARLIE HONG EXIST. RETAIL BLDG. (2300 S.F.) SIDEWALK S/W FG STAGE II V.R. .11 8" CMP (EXIST:) --Hari/ `I, II EXIST. MANHOLE — x.(5 INV =96.35 �./ 'I DEMO EXIST. CURB it 18' -- 40' 167.73 INTERURBAN AVENUE SOUTH ff �nr.?';:=: �a?. Sti S,: rµti+.;, i+} kr' is�: r" %�ii:'a?'.l?ii'r.':'.:.,t+S�v =f :vs', ;. ;'i F+J:;"1�i�+�3X�,S i1i". 5'Li txw•'`G4".�m'�' `'i'�'5ta'�.ibiit l' '' ",v -�..3 "".ia^�k''tt4 `a'9r ;s;}ti4ii 't4iV iN.'Fli'1941 +' EXIST. 6" CMP \ CB #3 11 1I 11 11 11 1I EXIST. 8" CMP II II CB #1 NEW 6" REINFORCED CONCRETE DRIVE SLAB NEW 24' X 40' CANOPY SITE I L_A VAW2VaL:161$4tf5+vTE'f„ a'}.w 0.V' +. ,.l.0 4it ... �•�'.- 293.54 DELI RURBAN AVENUE , WA 98168 EIARLIE HONG ETAIL BLDG. D S.F.) WALK CB #3 11 (1 11 EXIS. 6" CMT P EXIST. 8" CMP �I == CB #1 DATE . " `71INI.IALS�_�___._ NEW..6" REINFORCED CONCRETE DRIVE SLAB NEW24' X 40' CANOPY 167.73 AVENUE SOUTH II s 1TE . P L. Al. co / / PROPOSED FUEL SYSTEM LAYOUT (2) 10,000 GALLON UST'S (2) TWO PRODUCT BLENDER MPD's (1) 24 X 40 STEEL CANOPY LEGAL DESCRIPTION THAT PORTION OF TRACTS 22 AND 23 OF INTERURBAN ADDITION TO SEATTLE. AS PER PLAT RECORDED IN VOLUME 10 OF PLATS. PAGE 55; RECORDS OF KING COUNTY. AND OF VACATED RIVER STREET LYING BETWEEN SAID TRACTS, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID TRACT 22 WITH THE SOUTHWESTERLY UNE OF INTERURBAN AVENUE AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 109001; THENCE SOUTHEASTERLY ALONG THE SOUTHWESTERLY UNE OF SAID AVENUE 190 FEET; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID AVENUE, 125 FEET; THENCE SOUTHEASTERLY PARALLEL TO SAID AVENUE. 30 FEET; THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID AVENUE. 25 FEET; THENCE NORTHWESTERLY PARALLEL TO SOUTHWESTERLY LINE OF SAID AVENUE TO THE NORTH LINE OF SAID TRACT 22: THENCE EASTERLY T( THE I.OINT OF BEGINNING: EXCEPT THAT PORTICN LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WEST LINE OF VACATED RIVER STREET WHICH IS 20 FEET SOUTHERLY OF THE EASTERLY PROJECTION OF THE NORTH LINE OF' TRACT 22: THENCE EASTERLY PARALLEL WITH SAID NORTH UNE TO' THE SOUTHWESTERLY UNE OF INTERURBAN AVENUE AND ERMIy,USnOF�HI SLWE.DESCRIPTION; SITUATE IN THE CITY OF TUKWILA. 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JUMBO DEL= 14805 INTERURBAN AVENUE TUKWILA, WA 98168 OWNER: CHARLES HONG PROPOSED PUMP ISLAND CANOPY (24' X 40') ..�.y..i �arir.jli;GatP: i:3ifnw:?;'wntw2.aL.:!}i' r BI&R. APPROVED DATE . .f.a45INITIALS 3' -0" 14 -a" 1rC1lrQ =� I I I I L _ INTERURBI 'r `i( j: a • AVENUE }.. • ;00.0. P.L. 4.4:•;E:"" 74. .1r %iz SM!!£yui« f+:+`v`%FwiF.l?a+,�x�2(„ {K,'• c'}i':;,4;;!Y.:: �.` w'.' c;+. „b'+{7Jf�.5:�.;:K?�” {�Li:4:�iT ly;,Y:aai<.tY.i :�.:': Smm Drawing# mm Drawing# Smm Drawing# mm Drawing# r- Noniesitalwit :• tla>;il Chile ANuffighigmbaltuitorn Pela Feltrzaii-alizzakoz Vikart= dt wzd a Lierdi algronefag 2 s ,v " ALL, coittettoPe. mots s To !E ikon -'t* IGitre ef seaSnac VG( fl �nvtsxr�crx:. e rr v •* .: U.l+ii - += i< .1:/ tit, .. -".".1.":' Itttertirbart Ave, 11r 111'Ii'Ii 11111 iii'I iIr1�t 11i 1�111i t[1 ijt r1i r11..I.1.I.r.l.i..��.rJtl ri r1rter 1If11 �.I 12I I . I I 3I: I .I. _I, 4I.•� I ,5I I 16l Iof 6Z' 87. L7. _9 ?.. s7 . �7. F.Z z7. }i IZ, .OZ; _� [ S[ L[ 9[ 1111III11111 iII111111IIIIIIIl1111IIIIyiiiil111111111II11111 i11111111111IIIIliiIIIIIIIt11111 IIIliiii 11011111IIIIIlIIIIIIIIhillIIIIIIhhiiiI1111l11l 1T r!tt +art owK, (Cs V1 OIIY(OfiTUKWItA'1 • APPROYEO) SET aim 199!tt AS;NOTEOI B WLOINGI DIVISIONI Arnflaysnt 4ATR_- .rQ1 .59NIilALS��'. 44%11(64,13,. - 1,6d�uF� AP, atllRkk, • 11' -o" 6' 8" 40' 0" us' o" 6' 0 ". 6' 6 1 4' 6" w 10 X 12 1 TS 10 x 10 x 1/4• (2 PLACES TYP. (SHOWN SOUD FOR CLARITY W 10 X 12 w 10 X 12 1 3' -0• l' -0" 24' -0 "' 3" x 16" 'x 20 GA ASTM GRADEF'l;i''DECKING TYP. (SHOWN FOR REF. ONLY, NOT •FOR1fLACEMENT) • STRUCTURAL NOTES ROOF FRAMING PLAN 14' -6" TS 10 x 10 x 1/4 (2 PLACES TYP.) TOP OF DISPENSER ISLAND 3' -6• (DIA /SO.) SEE SHT. C2 FOR DETAIL W% #5 TBARSO RT. O.C. FACE TOP OF DRIVE SUB SCALE V4" • 11' 25 PM SNOW 80 M41 EXPOSURE C WIND NOME ZONE 3 STRUCTURAL S1M 1.01 STRUCTURAL STEEL SHALL BE'ASTM A36. • 1.02 STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B. 1.03 STEEL PIPE SHALL BE ASTM A53, GRADE B. 1.04 STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE RISC SPECIFICATION, 9TH EDITION. LIGHT GALE STEEL 2.01 STRUCTURAL UGHT GAUGE STEEL SHALL BE ASTM A446, GRADE A THRU E AS NOTED ON THE DRAWING. 2.02 STRUCTURAL TUBING OF LESS THAN 1/8" THICKNESS SHALL BE ASTM A513 THE GRADE SHALL BE INDICATED ON THE DRAWING 2.03 BUY -OUT LIGHT GAUGE MEMBERS SHALL BE OF THE MATER*AL SPECIFIED BY THE MANUFACTURER. 2.04 DESIGN SHALL CONFORM TO THE AISI COLA FORMED STEEL DESIGN MANUAL W 3.01 STRUCTURAL WELDING SHALL CONFORM TO AWS DI.1. 3.02 STRUCTURAL UGHT GAUGE WELDING SHALL CONFORM TO AWS D1.3. 3.03 STRUCTURAL WELDING SHALL BE DONE IN THE SHOP OF A PROPERLY LICENSED STEEL FABRICATOR. 3.04 STRUCTURAL FIELD WELDING SHALL BE DONE BY A CERTIFIED WELDER AND INSPECTED PER SECTION 306 OF THE UBC, UNLESS 1/2 STRESSES ARE USED AND NOTED ON THE DRAWING. 3.05 AWS E70XX ELECTRODES SHALL. BE USED FOR ALL STRUCTURAL WELDS. STRUCTURAL STB3 BOLTS 4.01 AU. BOLTS SHALL BE 5 /a" DIAMETER, A307, U.N.O. 4.02 AU. BOLTS EXPOSED TO THE WEATHER SHALL BE COATED FOR CORROSION RESITANCE. 4.03 HIGH STRENGTH BOLTS SHALL BE DESIGNED AND INSTALLED PER THE NSC SPECIFICATION FOR - THE STRUCTURAL JOINTS. . 4.04 TURN OF NE NUT TIGHTENING SHALL BE USED FOR ALL H.S. BOLTS, U.N.O. 4.05 STAINLESS STEEL BOLTS SHALL BE ASTM A320 OR A193, GRADE Be OR BEM FU -75 1(51. ) X5.0 R HEADED ANCHOR BOLTS SHALL BE ASTM A307. 5.02 THREADED BAR AND PLATE WASHERS SHILL BE ASTM A36. 5.03 INSTALLATION SHILL BE IN ACCORDANCE WITH THE AMC CODE OF STANDARD PRACTICE, SECTION 7.5. CONCRETE 6.01 ALL MATERIAL AND WORK SHALL CONFORM TO ACI 318. 6.02 CONCRETE fc -2500 PSI AT 28 DAYS MINIMUM. 6.03 REINFORCING SHALL BE ASTM A615, GRADE 60. 8.04 ALL VERTICAL FORMWORK SHALL BE BRACED AND HELD IN PLACE FOR A MINIMUM OF 3 DAYS AFTER CONCRETE PLACEMENT. 6.05 DRYPACK SHALL BE ONE PART CEMENT AND THREE PARTS SAND MIXED AS DRY AS POSSIBLE. 6.06 NO STEEL SHALL BE ERECTED ON FOOTINGS UNTIL THE CONCRETE • HAS CURED FOR 3 DAYS, MINIMUM. 6.07 WELDED WIRE FABRIC SHALL BE ASTM M85. NO. DATE REVISED APPROVAL RECORD MUSTOME DATE APPROVAL ISSUED MR ID ISSUED PM RAN CHECK ISSUED FOR CBL ND ISSUED FOR CONSTRUCRON RECORD FOR DRAWING L R Ct�r 12303 Cyrus Way 9 3 1995 Mt kilteo, WA 90275 MN (206) 7424944 DEVELOPMt•T CHARLIE HONG 40'-0" x 24' -0" CANOPY INNS NLBLUREAN AVE TUKWILLA. WA SCALE DATE DRAWN 8Y V4" • t• SHEET S/3UP6 INC WARNAT ELEVATION PLAN SCALE I/4" • II-0" CNECKED RY APPROVED l0a NUMER I�I I�I 111 111 III III 1�I 11F III I�I I�I I1I 1�I 111 111 I1I 111 1�11�1 111 111 111 11l 1 11 1 I I l II I .� I zI 1 1 1 3I. 11 1.41.1-"i I �.,5I I I 1 6 OAF: O 7. RI„' - LIZ • OI7. yIZ hIZ - F:IZ •ZIT, LIZ- 0ir nRIL 1 8I1 LIT JI1 - 111111111u11 mdmi mdmi m71111 mdmi uulmi 11ulu11 uuhiii mi6m u11111111111luii 1111Imi 11111uu mi111111111hii Cl a 2 • • 1 •• 1(•. 1.11 Ii IIi1II1 lilpli 111 1V • ‘ % • • • : • elg 1g Q2 61 8t Qt 911 . v-o. . FASCIA SUPPORT BRACKETS , , ITAT wAltevoev.r. • • • ' • BOTH SIDES, -NO. 3.-0. r MIN. • • STIFFENER It'S 1/4" • BOTH SIDES . . . STIFFENER it'S 1/4" ' BOTH SIDES .,• • • W 12 x 26 .• • #14 • 48• O.C. likk. 1,14,Iiiii 111 33 1: STIFFENER Ft 1/4" w io x 12 11 • . .:, '' 41111016. W 12 x 26 • _. _ ,.., . ,!: .• . •' ..t • Willa iiiii ,,„„„,,, 2" 11/2 I 11 110, 1 1/8" II SCREWS . , . ' ,r,v M•11111111111■11A 11111.11111M I. -,, /45/8"11 A307'S BOLTS 7YP. I L 2 1/2 x 2 1/2 x 3/16 bilge, (CONT. 0 LAST RIB) .* :Wei:LaWELDS RS TO FlIB CONN'S USE #10 S.M. . . . ' ROOF DE. CK TO BEAM CONN'S ‘, 4(SEE BECKER DECKING CUP) . ..•.;:1111.E 01/c4.-wOmM.A:OLHERsT ATJAA4111 . ..-, 1 r rm. - 7/r. A307 M. BOLTS 10 , 1 4 3'-0" W x 12 i STIFFENER IrS 1/4" 1 BOTH SIDES it • ' : ■■1MIIMIWII gilmegilim& mmillowr alumni Nuimmomoram-: - i IMIIIMIL- 3NT PVC . METAL DRAIN COVER DRAIN ..) REINFORCE AU-,PEN'S VI/ SCH. 40 PIPE , 10 1/4 '" * SECTION C . SCALE 1" • V-0" SEE SEC. C • COL T.S. x 10 x TYP. (2) COL'S. : _ ''' • ri PVC ' , .. , ,, •., -',.,„,=:..,.. •':'' '." : • . . ,. . ' , . , .' ' ....,, Aillak. L'S(12)"-x 12/"4:411MIS.GABIDLGALT (TYPV. (TY% .) • • ( / 3/18- FILLET WELD ALL AROUND . TOP.OF PUMP ISLAND • IIII DRAIN.PIPE, TYP. (2) COL'S . • s, • , ' 5 16 1" . I 5* c1" DRYPACK21: IVO ,!...,, -1- " 1 1/4.0 A36 A. BOLTS • 4 1 I ' 1 4, -8TEMBED 1' EMBEDDED .• lw I() x 12 AirAfildw , 'T' • ' • • a • TOP OF FOOTING • r ' 71 II -T- , 12'' It 1 18" 4 I COL BASE 1/4" x SQ. TYP. (2) COL'S. , • ,•- REQ. (4) PER COL el/2 x4 SQ. 1 , . ,,, . .... • • . I I . • ,., 1..._ le so. , - • , • . SECTION A • . SCALE I" • l'-Ci" DETAIL •t . , SCALE 1" • 1.-0" '. • N 0 SCALE 1" • 1.-0" :1 , • • i . . . . ..' . ' . ... '••• ••.• I f,, ■. • . A 4,., . - • , , :•N ', i . • VI 12 x 26 ,... r. . k ,• t . 6, - T&B ' • , . . 3 6 ' 1 . 80TH slots. •yp. 1111( ,/ •'•,.'''' . it l' x 10 1/2" x l'-6* Aot -?,-• Q-k :I:! • , 1 4 ., ,DECKING (7YP.) t.',:` ; ' # PF DECK • '. ,, ,,,,,, ,,, . . ,,. .S.,1 °°°° • (S0 ..1.e WI) 6 ,,, ,,-,;',t I, 6 ' t , BECKER 711,50 DECKING (TYP.). RIB • ' , ,,,••• : , 9• ', ; • , . DECK CUP (4) - 7/80 A307 M OLT ,. . 1 1/2- •. : .. • COL T.S. 10 x 10 x 1/4" 3_• PVC DCRAIOLNS PIPE i i? 103is.m,t,A,i.t.4,gL4,„, -. 61/1/ C ,;;74, _71 ) • 11 3/1e 2 1/2" X 2CUP - x " ...............1 . ......... . DECK RIB -\ . - • ., "'"'"i :,-;•;•;: ,.. ••,''' .. ''• *4 (. • weIRVIII III , „ . . . 1 7/16"0.D. WASHER /2111 BOLT, • PIO. DATE lY . 1 1/2" . .1 .„ , 3_ x 16. x 20 GA. GRADE ''C'' DECKING • • ... . , ,' , APFROVALuvisiDRECORD MIESTONE MIIUE=MIIIIII/ral SECTION ,,,, B . '..., SCALE 1" • 1-02" ISSUEDFOR ND ISSUED FOR NAN CHECK 6SUID FOR GEN. ED tli 1 ISSUIDEOR CONSTRUCTION ammo FOR auavasc IMMINNIIIIII1■11■111111 ' . . ‘, • ..., • COL. BASE E 1 1/4"x18* SQ. 9" -- 7. ., • . 2 • ! tr,A • 111.11=Noln■ la 12303 Cyrus Way Muldlteo, WA 9411V5 (206) 7424944 TYP. (2) COL'S, , 9" CAPITAL HILL CHEVRON .,.• 40t0" x 24%0 WO " CANOPY/DETAILS OS TRURIAA* WPI INT SEATITE.WA / L jr. g" a l'*:.2" LC54i)0 BASE PLATE DETAIL :..,.,, I!..: eC4LE 1.! • !cox • SCALE ININESCEMINI SNOT .. DATE MiiiiiT.M... DRAWNIY 1.173=. o* sy ISO. VIEW/ BECICER DECK CUP ed4LE 1/2" • 1-0" SECTION VIEW/ BECKER DECKING CUP SCALE 1/2" • 1'-o" .-. APPROVED 100 NUMMI ////#7.71/111111 • 1 •• 1(•. 1.11 Ii IIi1II1 lilpli 111 1V • ‘ % • • • : • elg 1g Q2 61 8t Qt 911 rawing# Sill 4- k sue: C sr.. rods • pgriS �wwzi.•�a Jj,/:h.�j 1.4444 ."ki Bu ic. 1auaJI 4,5\ L °1' mef iz -e oG 44% -1-1169 • lliergCA0A *Sit Iz eo %dee KI 4. 4 -0" Aritll 0. H 4tw finNNgfz '`eI1D 4011614 9 AZeti V% \L• Nair; 5..worhs 4611-s02 k%ArL1. LGW4 yrc1,1 Asa' /�Fu�2 c. /6" 66., 15/32' 11 -TAJDt, .10. 7Nd{ 4.1 ��11'Jlt efwg # re,;(*rA deC ►_ WILY remcGt.i -',LL • L &'`0/02:. Ire ae . vita r(p °1 %O' ; 2:)‘11;■fe, IZr „.4141.x1' AU, V.I0-0 t s1-1k •4+L'f1a• -(? %/We -tub P•gaVotil IA). A. A-176 ..1504116 &Vt. , ,I,) \) . V14 41,W i2 -I • 60/e6Ii.N61: , 30 'v lg s LA WI!N17.0 ?C (Jcf-• 17C 131,Ni 4c A'U9 W/ MIN. ” Ale G'�h/IEiE14 %LPzJt4r MoOTZAI., LPL,. s e0A6 <4-_ j2 -141 -%I4UL 1l L* 0 c4144. O /\'- : \J ,L APPROVED OCT 11 1994 kJ PAU I tU BUILDING DIVISION JUL 2 7 1995 OM' OP 1UKWLA OCT 11994 P MAIT ODOM 50.M.$0. DELI C-ROcE! 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Iri'1 17-$4t 1:4‘q *Kt eF *1, Nom 44) igd EA tl,"•ite LiNie I -5 e..o/olz 2./4//7-40#104Ni16 • • e log t • O'Lme, •••••-• L/ Mr 4/29y (4wra). • owsrmbf ,P/Jobve, ern- , _ •. 4/f/9r .ftzfe/ (i'/7) 9" 6/21N* a0 At • .• I , 610 • • :• 4, • I • ' • (3•0•rt-t dEt/R-ricol sctue 4H41-o" 1111 ' m .. p ' rp 1rrp-11 rpi rit p 1 2 .-- 3 4 •I •05 1 1111111111111 6 1 OIE , 6IZ , 81Z LIZ 911 -, Viz 8 lz n• iI. Ql 61T , 81T , LIT , 91T •.. A1Ae. fr. /Qect-\1, CITY OF TUKWILA APPROVED OCT 11 1994 M b Nulty BUILDING DIVISION Vz: (.1•14C:•- 15' Leff=1- v;) i:fiA. er4, • Ail_ 2 7 1995 11110111111D MTV OF TUKWLA OCT 7 egli PIIIMIT �i JUME30 DELI GROCERY /44103- /NTERUeSAW /We-, PE TOKW/LAD WA ,198/6P ( .106) +L3/ --ippy Mr- c-se'on"v*cs:neloo& —a AM • '04 movolftiV teett.A' Colog sEfL445. '1* celog 2 • ■OP:r•ei.407-49 ..v• • WALL Go/Oft 41 L/ 4.Yr *goof, (40,17E) t qn .000,141/E. STRre - 4,e/sr/44 6-1D/Ater-- J/9 e../04 z.f,firr eawire) EY/r Doott • ". Nog1H fi/Ntl'rroN 9am-et V+virr-00 B R. APP OVED DATE Ai INITIALS _. 4 1. -44 6% /Co I — fiV614 leeC0114‘or --441 ‘101 At b4tie.• Aslemmommomml -14 W% ONW- 6^1.40c-141 letr 4-et-wc: 1-14gt • iir4 vet, Nat- $4/ 16ci E Otte1;ti:k ViNu.„ • 1' Ir1,,r,,,rvf*..f.r.4(!■,44.1114,14 ot,%-ft-t 5c,ALe 141141-0" I 1. • 2 9,1`promM, • 1111111:1 I I I ' I IT111111[1111,111.1111111111-1 111111111111111 6 *4,0 k 6Ig SIZ- 1. TIC., Qr., OIT , 8I1 , LIT , 91 vf- 46,-\ CITY OF TUKVVI1A APPROVED OCT 11 1994 AJNUILU BUILDING DIVISION' • rs; • 112. 2 7 1995 MOINVID OffY O TuNwILA OCT 7 1994 PERMIT CENTER JUM60 DELI GROCERY /4,81.03- /ArrEgwsAni TaKtAM-A, WA. ‘5?8/6 3/ --414/61 • 't. • • • .•■••••■•■•....•••.:■••••••••• • Arid k.,-,01 -Ski 4- opz pods 41111111 '-i.l..../.1"111.100151".1.1.11".....1111.1111°1"101.110.1111 f17Mor rits‘,"mmurs• • „5"77. eco IiSIV 7 Co/coole flNr 407 ("4444*) -1'42/0114 cob,. roe, Iv • 6-77e00, 7/Ams,9 40/4.0? ei,4#74409 aomrp) ' of° 444.414 d • /44t srigiow Colon 11kr OgilY ( 7E) •3.77,4/E• VirAiEgg c9oRIpQk 4R4y; dem " AuSodmil 4140444 nseR raf' 00/Pi? $ GoOr AfAr 010 rt - - - • • • CoAR ;DARK • Orkeir • • 8'a W-0-1.rt/ toef&f.stitt U/DcLi. veribt4 • Ti-le; AtM.4. /6" 15/-42" $40(0'1!•14* 15 t-t1 #(0 iAvt,44 te-14/ -CA‘ul.Afvf.t. 61344 4Alt -regs,rr* --- hug .6.4064 4414 t4t LA40011/ IPP gr.061tAiT " 141C)14 '1)/4t i2 VieE, KIN. 4-6'• je ri • iD' g414140.- 41501t4c, 41,11,6*9 dtatiK6 c3k,ti.vr 1..9 Je....1..91z zed+. oe- I-VMe /44.6(- 14/5/elfre 1)€: A.14). 1.4 A. 1frve.e. v" -i'° ok,b %/.4 71#0,;, • 1"i•••"•, 0,44:r t • . t'Api$6,4 • 1;1•••••••••• A • • 1:4 •:t ry, , ,#.■717r•',T ro a • t---- d '0 6'o -cl• 64. 00,3,J A fvo&11%-vr 6vapatie---neM ■A‘e -rue geautelleriir PP . W' A. 0-th--6 ext7e-, Otalke.612' 4kge141-. Af-0 • ih VVAloth: g-.11 • Veteeli;4•44-r, 1& A010 A14 , tdot700:7 .'re7 4.411A W Mfl4.. j Ave 1"44 Lr 2j' " -.41.-*f. .1•51 I 6 • • ! , • • sic •1 Lig ;I' Pig 9g. tli 81g Tiz• . or, 611 • 811 . Lil . 81i . s B A R. _APPROVED DATE t(;:w4,71. NITIALVA-z--- • CITY OF MitwiLA APPROVED OCT 11 elk MI'4UltU • -\ BUILDING DIVISION JUL 2 7 1995 DEVEL14646•, 011Y OF TUKWILA • • • OCT Y 1994 Ma -- ATTACHMENT Pt 5011oi .ep,• DL 6-RocERY-7 tivrE-Ra/2/34N AVR.S --TuKboi-A-, L4 98/) (.06) 3/ — 441/1-/ mm Drawing# • •L • ..__._••g.., •_...._,..... -_ .,.T Add r. :..f Sh t • f.,0 .so_PZ (L pod 6" pc Lima /434' • ,, n.ih,+, /o/0 -- MOAN 46Aligie imam- Ar130tAIT dun lR2 1OM w/* rz wheE MIN 4 -0" ,Ar-e 1 OA. 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CMch baoln 'helm APWA 51•011td Plan No, 62, Two '4 1 • , • • . • " " 1. • • Coke; be dui hovo.MIA Slandon1Plon No. 4111totro ond • .; C�,Id4h sok* roweesibio Int Welk maw& old wigwam a and iho eatery of tvonmo ondolhorun oonoltvollon HA RN 0P1041Pm0.004dIsn Nei m blowy: ' erfloctliamt r Minimum CompaPod DOI Clam I' MOM Conway 4. WM., CompoNodDoolh Ctuo0m1Pock PARMA r Wawa ComplbOod Ospb1 SovoloNt FR • •„y•,..,•). • . • it4Tocuit6A,4 . 1.,,,AF-.. •s; B11‘ , •:, , , • , . 0 • • CM•4.1 0 O 10,M 11Pt (r1. .,t ;.' v' a i,.., 1;, ' 4,, .4 .. ., ,... .. 0 MA M '• •0Ng I , , • . 7. 4. " m ' t" ''• i'•,,,.'1; ; . . .. t .. • '. , • t .. • • . . 1 . . , . • • .,L.....,,,,,,., so-re - ,sulk04o,i-...i mciiF•t_A' irpli• • ,• .4c.st . ; HO' Sat:a-. -7-4.'4 i, ',:',..... ' . ' .• , • • • • • . . .1 LEGAL DESCRIPTION • • THAT POR PON OF TRACTS 22 AND 23 OF INTERURBAN ADDITION TO SEATTLE, AS • PER PLAT RECORDED IN VOLUME 10 OF PLATS. PAGE 55, RECORDS OF RING COUNTY. AND OF VACATED RIVER STREET LYING BETWEEN SAID TRACTS. DESCRIBED AS FOU.OWS: BEGINNING AT THE INTERSECTION OF THE EASTERLY PROJECTION Of THE NORTH UNE Of SAID TRACT 22 WITH THE SOUTHWESTERLY UNE OF INTERURBAN AVENUE • AS CONDEMNED IN NM COUNTY SUPERIOR COURT CAUSE 140. 1090011 THENCE SOU THEASTERLY ALONG THE SOUTHWESTERLY UNE OF SAID AVENUE 190 FEET; THENCE SOUTHWESTERLY, AT RICHT ANGLES TO SAID AVENUE. 125 FEET; • THENCE SOUTHEASTERLY PARALLEL TO SAID AVENUE. 30 FEET; • THENCE SOUTHWESTERLY AT RIGHT ANGLES TO SAID AVENUE, 25 FEET: THENCE NORTHWESTERLY I PARALLEL TO SOUTHWESTERLY LINE OF SAID AVENUE TO THE 4/OR TH UNE OF SAID TRACT 221 • THENCE EASTERLY Tt THE ',DINT OF BEGINNING; 1 • . . ET:AC:P:22Th; BEGINNING Ar A POINT ON THE WEST UNE OF VACATED RIVER STREET WHICH IS 20 FEET SOU THERLY OF DIE EASTERLY PROJECTION OF arc NORTH UNE OF THAT FOR BEN LlING NORTHERLY OF THE FOLLOVANG DESCRIBED UNE: THENCE EASTERLY PARALLEL TWTH SAID NORTH UNE TO THE SCAITHWESTERLY LINE OF . IN TERURBAN AVENUE AND THE TERMINUS OF THIS UNE DESCRIP SON: SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. • , 3.111=1.2PW"a"npoclod Davin CIAO *IF Asolo2100044.14 , 4.04,111Woom Compolo0 DoPM GANA•d R220154 MINN) 1,0•40nYnow Compoolo0 Depth BINclon11 FI . • f • rGA 4901000Thy 0,10/4400;tool IllIA40/ 0614.1.0",1% /•,•• 441•100P,L;144,:', i• R • AUG 2 4 19fra .1. • 1 SEPARATE PERMIT' • REQUIRED FOR: MECHANICAL ' EfitzariiiCAL tit'LUMBING lat'eaAS PIPING ., CITY OF ..„BUILDiNG,DNISION=fr • BUILDER'S DORY PERMIT 7N"(Yi TR'S sEfloF APPROVED PLANS MOST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION.: THIS BUILDING IS NOT TO BE,' OCCUPIED UNTIL AFTER FINAL INSPECTION APPROVAL BY THE TUKWILA BUILDING DDifIBION DEPARTMENT OF COMMUNITY DEVELOPMENT • REVISIONS • NO CHANGES SHALL. BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR' APPROVAL OF TUKWILA BUILDING DIVISION. tio•: nevisiorrs W111 REQUIRE A NEW PLAN SUBMITTAL AND MAY INCLUDE ADDMONAL PLAN REVIEW FEES. 7 CITY OF 1U/RJ APPROVED SEP 3 1994 BUILD G DIVISION 0 • „ These plans have been reviewed by the Public Works Department for conformance with current City standards, Acceptance Is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility , • for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this • acceptance and will require a resubmittal of revised drawings for subsequent approval. Finatacceptance Is subject to field Inspection by the Public Works utilities Inspector. rze? It. BY: 4,1 • e- -44Aof , 7 • fijP1( - ot. 0 0 ez*9P3r1P 11;.' '00 J . ,;.Pv --(A‘," • „.. eft „ 3 e-Vt`r •••••• : . A•Tr r6 • 1 I it sit 1A1 U • , RUCE!VED • SEP 1 3 194 TUKWILA PUBLIC WORKS . • - • • 5S/ ' • - • • • 1,1)