The URL can be used to link to this page

Home My WebLink AboutSEPA EPIC-30-89 - ARCHITECTS INC / HAVERFIELD RANDY - HAMPTON INNHAMPTON INN CONSTRUCTION OF NEW HOTEL & PARKING LOT I -405 & WEST VALLEY HIGHWAY (SR -181) EPIC -30 -89 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV -11 • Olympia, Washington 98504 -8711 • (206)-459- 6000..,_ December 29, 1989 ( JAN . 11990 ).. Mr. Rick Beeler, Director City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Mr. Beeler: Thank you for the opportunity to comment on the determination of nonsignificance for the construction of the Hampton Inn Hotel by Architects, Inc. (file 30 -89). We reviewed the en- vironmental checklist and have the following comments. Under checklist item 3.c.2, it should be noted that oil /water separators must be cleaned periodically, preferably every six months or less. If you have any questions, please call Mr. Dan Cargill at (206) 867 -7023. Sincerely, Donald J. Bales Environmental Review Section DJB cc: Dan Cargill, NWRO Rusty Moore, NWRO WAC 197 -11 -970 MITIGATED DETERMINATION OF NONSIGNIFICANCE Description of Proposal CDNgTRTTf:T A FOUR-STORY. 155 -ROOM HOTEL WITH 160 PARKING SPACES ON A 2.38 ACRE SITE; SUBJECT TO THE ATTACHED MITIGATING CONDITIONS. Proponent ARCHITECTS INC. CONTACT PERSON: RANDY HAVERFIELD /NEAL KOLBO Location of Proposal, including street address, if any S.E. CORNER OF THE 1-405 WEST VALLEY HIGHWAY (SR -181) IN THE SWi_OF SEC 24, TWN 23, RGE 4; TUKWILA, WA Lead Agency: City of Tukwila File No. EPIC -30 -89 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. [] There is no comment period for this DNS This DNS is issued under 197 -11- 340(2). Comments must be submitted by fFCF.MRF.R 11, 1989 . The lead agency will not act on this proposal for 15 days from the date below. Responsible Official Rick Beeler Position /Title Planning Director Addres/1 6200 Southcenter Boulevard, Tukwl g, % Oat �� gnaure ` �1, Phone 433 -1846 You may appeal this determination to the City Clerk at City Hall, 6200 Southcenter Boulevard, Tukwila, WA 98188 no later than 10 days from the above date by written appeal stating the basis of the appeal for specific factual objections. You may be required to bear some of the expenses for an appeal. Copies of the procedures for SEPA appeals are available with the City Clerk and Planning Department. FM.DNS • • 7---7--,4cgitiov-7- Mitigating Actions for EPIC- 30 -89: Hampton Inn Hotel 1. All provisions of the Public Works Department letter dated December 15, 1989 (Attachment B) shall be satisfied. 2. The hotel structure shall be exactly located by a licensed surveyor due to the very precise site construction required to implement the approved design on the north, south, and east of the structure. Precise construction is complicated by the curvi- linear eastern property line which makes accurate building location difficult. The surveyor shall guarantee building location in a letter to be received by the Building division prior to calling for a foundation inspection. This letter shall contain the following: a. An unconditional statement that the building is located as shown on the approved building plans and b. An original stamp with signature. 1 t\Io- RLAzL-t_ (,3 a-tJe,4_ CafferN.A. CtL/L-- itt— C:.■- _,,ZA-C/:1 ,,,-Z/4 s-DJZ--e2e- /-.) /RY . / 2/4 s-Z.8 ? ------ - 1908 • City of Tukwila PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -0179 Ross A. Earnst, P.E. Director December 13 , 1989 Don Carr, P.E. Centrac Engineers 18804 Northcreek Parkway; Bothell, Wa. 98011 RE: Hampton Inn Development - Erosion Control for Building Department Grade and Fill Permit and Final Site Plan Approval (Ref.Plan Sheet No.'s C -1, C -2, C -4 and M -1.0) Dear Sir: The Public Works Department has reviewed your Plan Sheet No.'s C -1 through C -4 and Plan Sheet No. M -1.0, and approves these plans per the following conditions and comments: The Erosion Control Plan (per Centrac letter of 12/12/89 and conditions of this letter) is approved. These temporary erosion controls are part of a Grade and Fill Permit which is approved and administrated through the Building Official, (Ref. Duane Griffin, 433 - 1854). Note: Conditions under Item # 9 of this letter to apply to use of the public storm system at Nelsen Place. Relocation of the power pole and reimbursement for such relocation to Puget Power shall be accomplished prior to sign -off and allowance of access for this development. Prior to obtaining the Grade and Fill Permit through the Building Department, the Development shall show proof of payment to Puget Power for this pole relocation. This plan review is conditioned per the Poon Developer's Agreement on file at the City Clerk's Office. The approvals of the Building Official and Planning Director shall be provided for issuance for the following permits. Call Becky Davis, Permit Coordinator at 433 -1851 to have the following permits prepared: 1. Flood Control Zone Permit (Permit Fee = $50.00) The grade and fill portion and the site plan for • • this development shall be covered by this permit. 2. Hauling Permit (Permit Fee = $25.00) If hauling is required, a $2,000 bond, certificate of insurance (minimum $1,000,000 for bodily injury /property damage) and routing map shall be provided with the application for the permit. 3. Public Roadway Improvements /Underground Street Lights/ Curb Cut /Access /Sidewalk Permit (Refer to May 8, 1989) letter to Robert Poon and Permit No. CCAS - 142 -89 Development of curb /gutter /sidewalk /accesses and South 156th Street improvements shall be completed and approved, per the conditions of prior public development improvements approvals, (Ref. May 8, 1989 letter enclosed) before access will be allowed for this development. Included in these approvals will be authorization of WSDOT in the City to allow access onto West Valley Highway via South 156th Street as outlined in the May 8, 1989 letter. 4. Sanitary Side Sewer Permit (Regular Connection Charge Plus $20.00 Inspection Fee for Hotel Structure) Special connection charge for sanitary side sewers waived by original construction and contributions to LID #19 and past participation for development of sanitary sewer mains. 5. Water Meter Permit (A 4" Water Meter Deposit /Regular Connection Charge Fee = $2,400) The special connection charges for watermains is waived by the development of the public water line in West Valley Highway to the development. It is understood that until this watermain is completed and signed off with requests for acceptance through the City Council, that this development is still unserved. (Reference May 8, 1989 letter, Item # 3). 6. Fire Loops /Fire Hydrants (Permit Fee = $25.00 - 8" Fire Line into Property) A stand -by charge for the 8" line from the property line adjacent to West Valley Highway will be placed in the development's water /sewer /Metro bill in the future. The Public Works Department reviews and approves this permit, the fire line from the wet tap of the proposed public main to the fire vault and /or building structure, whichever occurs first. The fire lines from the vault and beyond including the sprinkler system are reviewed and approved through the Tukwila Fire Marshall's Office. Appropriate flow analysis to meet needs of Fire Department requirements shall be provided to the Fire Marshall (call Nick Olivas at 433 - 1859). It is understood that until the waterline extension built under the South 156th Street project is completed that water is unavailable to the site. All fire lines shall be constructed per the City's Public Works Water Construction Development Standards. (Reference May 8, 1989 letter, Item # 3). 7. Landscape Irrigation Permit (Permit Fee = $25.00) Four sets of landscape irrigation plans for required landscaping along with one copy of the approved Planning Department's landscaping plan shall be submitted to Public Works via the Permit Coordinator for review and approval prior to beginning any landscape irrigation work. 8. Landscape Irrigation (2" Diameter) Deduct Meter Permit (Permit Fee = - 0 -) This permit shall be applied for and obtained prior to the installation of the deduct meter. Call Dave Grage at 433 -1863 to assure the appropriate meter type is provided. 9. Storm Drainage Permit (Permit Fee = $25.00) Temporary grade /fill and interim storm system and pump facilities to South 156th, is conditioned upon Centrac's letter (from Don Carr, dated December 12, 1989) which can accommodate the gravity flow as constructed. This system shall not operate until it is verified that the City has reinstituted the storm connection to the existing system to the east. Requested is a written notification to my attention, 30 calendar days prior to use, or the Nelsen Place storm system by your Development for temporary, interim or permanent drainage contribution -from your Development. Also, interim drainage seeping onto Puget Power right -of- ways is conditioned on approvals and conditions of approval by Puget Power as memorialized in Don Carr's letter. As stated in prior approvals for the public infrastructure improvements for storm drainage, streets, signalization, curbs and gutters, sidewalks, etc., all work for public infrastructures shall be completed and the candidates for proposed public facilities provided in a letter of request for turnover to the City by the Developer prior to allowing occupancy of said structure. (For storm drainage, Reference: May 8, 1989 letter, Item # 2). The Tukwila City Council is the sole and final authority for turnover of any proposed public water,sidewalk, storm drainage, street facilities under the City's jurisdiction. WSDOT is the authority for acceptance of the signalization work turn -over at South 156th Street. The turnover documents requested from the Developer immediately after construction and final signoff of the improvements as turnover are as follows: a) Letter of request for turnover from the Developer. b) "As- built" plans for the proposed public facility. c) List of materials /cost (in City Format). d) Bill of Sale. e) Easement /right -of -ways for proposed public utilities, sidewalks and roadway improvements (per City Attorney's format, call John Colgrove at 624 - 1040). f) Signed -off permits, including WSDOT sign -off and acceptance letter for resignalization at South 156th and West Valley Highway and allowing for opening of South 156th Street. If you have any questions regarding this matter or conditions for approval, please do not hesitate to call me at 433 - 0179. Sincere Phil Fraser Senior Engineer PF /amc xc: Ron Cameron .,. Lill' 01 IuIWILA CENTRAL PERMIT SVSTEH • "�� (f TUKWILA, WA 98188 ! (206) 433.Qt79 �%LaD DTI ITV PERMIT APPLICATION 51rE ADDRESS woo 5 /5.6 c I_p ease pr n j- ----.- .0.�..t,,.6.th T— at filiT VALLEY 111011sn PROPERTY OWNER 1181/ A AS5(XAIrES LIMITED PARTNERSHIP �'--" ADDRESS 300E. pAltl((6PlIFR "��PHOH ia�1 ENGINEER -'"'-" --° l3Gy`D`,,- D7,-E, Loft,Z,`Irw - -_—_ - - ---.- E d� 3dTT zip dm ADDRESS 43i8 E7�RAlo S'f,� Stl(.f[; D-i ISL 1 - - ~� PIIOHEI06 -384 -0585 COA ACTOR - '- - •--- - .-�. UAtIU'_�--'- -_"' "" Af RESS Rtio 1< osw a` 'TOR ..Ejr N._egAr►1 /Ty Ghee o -^-. tIv _�37iS� K.I~S'! taatah.k,2.� l.r.g.- - ..�___,. -,_ PHONE xog 3y3_ PERMITS REQUESTED ��"�� ZIP 8.3�0� • CON1 1� Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extenrion (private) T' Water Main Extension (public) Fire vLoop /Hyd.�(malnitervault)rNoaY) Landscape Irrigation _.L Sl :es: IT" Sanitary Side Sewer Nor" Water Meter eAddress (If ndifferenni-Trom :rite a� resf) Na a el'- amp iv —rcr Water Neter.Exempt: NoL��l Sl Meter Address (If different-fram s hi ft RATER NITER OEPO SIT /REIMBURSEMENT WATER N 1ER.BILLINO NAME HAMPTON INN ADDRESS A.--1Sfi b13.19)- ...,.— NAME IIMa'[nN INN CITY, 11P _,IiLA vA_� - --- CITY, Z g6 lel�_ PHONE ---- .- .___T_ CITY, ZIP [UICWIGA, WA PHONE --`- 110MTHLY Stevtrt e......._ ----- NAME metro Ul standby lii Curb Cut/keen/Sidewalk •f.0 \ ChannellaatIon /Strlpinq /Slgning Hauling Moving an Oversized Load Storm Oraln flood Zone Control Other `— AUDRE55 380 �IAIELI1•MBD-- AKORH[P T FAIIKCI U1EH 8LvD. SUITE 10' - 'OnISE, 'IF-----_-_ DESCRIPTION OY PROJECT tI single Pemily Residential 'El Multiple Dwellingi No, units s ElDuple* Triplex NOW U Apartments t Other Copnserciel /Industrial: ifi School/College/University []•Warehouse Retail Other Church MISC LANEOUS 1116 TION Nei; 8u1)dingI Severe footage 62 670 Remodel /Addltiont Square footage o or 1q1Wal building space S'lrrrt flo►,ryc,of ad,' tton;l tullding space'- - King County Asfeo1Or'$ valuation / ' -"'" Valuation of work to be done $ 3,400,u��ting structures f�gQQ,O _ -� PHONE 208- 343 -3439 ZIP 837'dd -- [ j Condominiums na Hospital L1 Manufacturing I HEREBY CERTIFY THAT 1 HAVE READ THIS APP 1 N D KNOW THE SAME TO 8E TRUE AND COR' Applicant /Authorized Agent (slgneture)� (print name) _ J - — • - - - = -. _. DATE 9/28/89 Contact P @rson (prim! name) - 01127S91fBER---- PHONE -)08 - 343 -3439 Address 360 EAST IMINENTER BLVD, ~~ lir 208 -343 ^7439 --� SUITE 310. HtJ[3Fr [ti — LIr 83706 (32 /WI.UTILAPP) gmeeetegcld6:01 vilmmni J0 MD:Meld CENTRAC • ENGINEERS • SCIENTISTS December 12, 1989 Mr: Phil Fraser City of Tukwila Department of Public Works 6300 Southcenter Boulevard :.Tukwila, WA 98188 RE: Hampton Inn • 18804 NOR1H CREEK PARKWAY, BOIHELL, WA 98011 (206) 486 -6600 RECEIVED DEC 1 3 1989 TUKWILA PUBLIC WORKS Dear Mr. Fraser: This is in response to your request regarding our plans to accommodate the stormwater from the porposed Hampton Inn. As we discussed at our December 1, 1989 meeting with city staff, Puget Power staff and CENTRAC staff, the newly constructed storm drain on Nelson Place will not be usable until future sections are completed. A temporary connection was constructed to tie in with the existing storm drain along Nelson Place. However, the existing line is plugged at S. 158th Street and, thus, water ponds at the intersection. The roadway is failing as a result of this water damage. Ross Earnst committed to unplugging the line and draining the water into lines to the east provided that Puget Power would grant an easement. This is badly needed to protect the infrastructure of the road. Puget Power agreed to grant the easement and would send the City the appropriate permit. According to Wayne Bressler of Puget Power, this easement should be complete and available this week. With Nelson Place line unplugged the Hampton Inn storm water could be pumped into the Nelson Place line. It is our understanding that this work will proceed immediately, therefore, we will install our pump to allow site water to be pumped into the city system. This is consistent with past agreements and the construction of the storm drain as a condition of the development. It will be some time before the pump is installed so we anticipate no conflict with the City completing the work prior to us needing the connection. Thank you for the excellent cooperation in not only correcting the maintenance problem but in helping us to progress with our project. Sincerely, CENTRAC -7 , 1/d � -) Donald H. Carr, P.E. Manager DHC /sw cc: Tom Dusbabek REPORT ENVIRONMENTAL SITE ASSESSMENT PROPOSED DEVELOPMENT .TDKWILA, WASHINGTON • - % Geo 0l Engineers EPCO, Incorporated 1109 Main Street Boise, Idaho` 83702 Attention: Mr. Bob Suits Gentlemen: October 21, 1988 Consulting Geotechnical Engineers and Geologists Report Environmental Site Assessment Proposed Development Tukwila, Washington File No. 1458-01-5 This report summarizes the findings'of our Phase 1 site assessment of the'site.of a proposed. development in Tukwila,' Washington.. The purpose of our services is..to evaluate the potential 'environmental. liability associated with ,ownership' of the property. The scop.e.of. services completed for this study is Tisted below. 1. Performing--a title history search of the property. 2.: Reviewing the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) data" base .for listings pertaining to the property or its.immediate neighbors. 3.. 'Iinstalling two shallow ground water monitor wells., 4. ' Obtaining ground water samples from the two ground -water monitor wells and analyzing .the: samples for fuel hydrocarbons, chlori nated. solvents, and total petroleum hydrocarbons. 5. Collecting one:soil sample from the former "contractor staging area" and analyzing._the soil sample for petroleum hydrocarbons... GeoEngineers. Inc. 05 140th Ave. NE. Suite I05 Bellevue. \VA 95005 Telephone (200 746 -530(1 Fax. (206) 746 -5065 mj Geo 1 ,.Engineers EPCO, Incorporated October; 21, 1988 - Page 2 TITLE AND NEARBY PROPERTY REVIEW We contracted with Transamerica Title Insurance .Services of Bellevue, Washington to perform a title history .of the site property. The result of their history review is attached to this. report as Appendix A. The purpose of a title history review is to provide an extended list of property ownership names for use in reviewing lists of potentially contaminated sites'and to identify industries, which may have occupied the site. The names listed in the title. history review are personal names of • individuals and do not reflect any particular industry., The property was mos.t recently occupied by residences. and . the. title • history- does not, suggest any deviation from that land_use..,�; We reviewed the Environmental Protection Agency's' CERCI:IS list for any references to this property. or surrounding properties. The. CERCLIS list is a summary listing of sites where the EPA has identified sites that may- require remedial activities. No references to the property were found on the.CERCLIS list. We 'performed a brief "windshield tour" of nearby properties to.. identify land uses that could indicate the.potential for contamination of the ..subject- site During • that tour..we identified .'the" following conditions that could impact your property: 1: An abandoned service station 'is located adjacent- to the southwest portion of the property... The underground storage tanks appear to have been removed from the .property.. :.2: A landscaping service is located, adjacent to the southeast portion of the property: It appears as if this company has at least one underground fuel storage tank. 3. A major interstate highway adjoins the property.. Major highways can be the source of transportation related hazardous materials spills. 4. Additional businesses which appear to.routinely handle fuel and solvents are located within one block of the property. . Geo Engineers EPCO, Incorporated October 21, 1988 Page 3. This information was.used to select the analytical testing protocol . for analysis of ground water samples. GROUND WATER SAMPLING We installed two shallow ground water monitor wells on the southern side of the property. These wells were installed during, the exploration phase of the geotechnical study. The purpose of the monitor wells was solely to provide access to the shallow aquifer for ground water sampling:. Subsurface soil.conditions,were not logged during The locations. of'the monitor wells, labeled as 1 Site Plan, Figure 1. Ground -water was encountered at a depth. of these two wells. On.March 17; 1988 we returned the well installations. and 2, are shown on the about 11 to 12 feet in. to the site to collect ground water samples. 'Prior to. sampling, the ground water monitor well casings were tested for the..presence of.hydrocarbon vapors. No.signifi- cant'levels•of hydrocarbon vapors. were noted. The wells were then purged of several volumes of water to assure that samples representative of ground water conditions were collected. Ground water'samples were The and collected-and immediately. transported to_the laboratory for.analysis. .water samples .were. analyzed for constituents ;indicative of fuel solvent. contamination. Specific. analyses' performed on each, ground water* sample include a:modified.EPA method...601 /602 analysis (halogenated_ and non - halogenated volatile- organics) and by EPA method '418.1 (Total Recoverable Fuel Hydrocarbons). Ground water samples were analyzed..by Farr, Friedman.& Bruya, Inca The results of'ground water testing are included as Appendix B. No, detectable volatile organic.compounds' were found. Analytical detection limits were selected to be significantly lower than the clean -up goals currently being enforced by regulatory agencies with - jurisdiction in this area. Low concentrations of total petroleum hydrocarbons were detected. These-levels (2.1 and 2.2 parts per million) are well below the current regulatory• cleanup goal'of 15 ppm total petroleum hydrocarbons in ground water. • Geo ktlEngineers EPCO, Incorporated October 21,. 1988 Page 4 SOIL SAMPLING AND ANALYSIS We reviewed the logs of the geotechnical test borings and backhoe test pits for evidence of soil'contamination. One representative soil sample from the "contractor staging :area" was selected for further analysis of petroleum hydrocarbons.. The "contractor staging area ". is located in the vicinity of Borings 1 and 3, and Test Pit 1, shown on the Site Plan, Figure 1. Several small,areas of surficial oil contamination were noted in this area. These areas are most likely attributable to oil leaking from vehicles. The soil sample, tested was from Boring 3 at a depth of 3 feet.' The soils sample was analyzed using EPA Method 418.1 (Total• Recoverable.Fuel Hydrocarbons): • No detectable Concentrations:of fuel.hydrocarbons (less than 5 ppm) were noted in this sample. CONCLUSIONS The results of this -study did not indicate the ,presence of 'significant subsurface fuel or solvent contamination. This study did not 'find records of known or suspected contamination on. the subject site-or' adjacent properties. Based upon- our_findings,'it s:.our opinion that little'or no potential liability.exists at this site relative to existing soil or..ground water contamination. We recommend that the-two monitor wells installed for this study be sealed and abandoned in .accordance with state law within one year of the date of'this report.. We will be able to provide you with assistance this matter. LIMITATIONS 'We'-have prepared this report for; use by EPCO, Incorporated. This report. can be made available to other interested parties. The information contained herein may not:be applicable to other sites. Our interpretations. are based on data from a number of sources including existing information, ground water monitor well installations, and explorations performed as part of a geotechnical evaluation of the site. Parameters selected' for chemical analysis were based upon obser- vations of nearby property use and do not represent a broad'scan of all Geo GEngineers EPCO, Incorporated October 21, 1988 Page 5 possible contaminants. It is possible that other contaminants exist on the site or that areas with undetected contamination exist in areas of the site that were not explored. Within the limitations scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or . implied, should be understood. — o 0 0 - Please call if you have any questions concerning' our report.. SCP:JBT:dk Attachments" Three copies submitted Yours very truly, GeoEngineers, Inc. Stephen C. Perrigo Waste Management.Specialist' ,James B. Thompson Associate'. cc: Key Bank of Oregon (2 copies). 825 Northeast Multnomah Portland, Oregon 97232 Attention: Mr. Steve Cole Mike Runyon Company "(2 copies) '3004 Northeast 125th. Street Seattle, Washington 98125 Copyright 0 1988 GeoEngineers, Inc., All Rights Reserved • N Property Line P \ace Ne \so° • BUILD.ING t FOUNDATION' SHED • SHED\ E1 � i GARAGE' ABANDONED SWIMMING'POOL REFERENCE: / /_ SR 181 West Valley Highway DRAWING ENTITLED " BOUNDARY / TOPOGRAPHIC SURVEY, PORTIONS OF GOV. LOT 10 & HENRY MEADER DONATION LAND CLAIM, TUKWILA, WASH. ", DATED 2 /2.5/86, BY PHILIP M. .BOTCH &_ASSOCIATES, INC. i G' 50 100 • SCALE IN FEET EXPLANATION: BORING LOCATION AND NUMBER 1, ;i' TEST PIT LOCATION AND NUMBER 1 ■ MONITOR WELL LOCATION AND NUMBER ELEVATION CONTOUR Geo �J Engineers SITE PLAN FIGURE 1 Geo•Engineers APPENDIX A TITLE HISTORY March 25;.1988 Instrument Unclear Deed Nelson, James, and Mary' Nelson Grantor CHAIN OF FEE TITLE, Grantee M- 8802313 Filed Document No. Deed Unclear Deed Goode, John and Ida. Hansen Christensen Hansen, John, and Johanne - Christens.en, Thorwald Deed. Hansen; John and. Johanne Carstensen Nelson,; Fred Goode W.J. 4- 30 -01• '208386 5 -16 -05 422024. Deed Deed Deed Deed Deed Deed Deed Deed Deed: Deed Carstensen Carstensen Caulson Miller Scott Deed _Lutrsll ;.,.Joseph . and J.e frife Hansen,- -John and Johanne -Christensen, Thorwald. Carstensen,.Peter-..C... Carstensen, Peter-.C. 8 -12 -19 •. 133426 '3 -22 -24 7- 31 -25. 2 -06 -33 1847229. 2053120 2749107 Carstensen', Peter C.. '5 -23 -33 2759449. Carstensen, Peter C '2 -06 -35 2840702 Luttrell-,._ Joseph and .6 -14 =39 3050284 Jennie Lutrell., Joseph and 10 -09 -42 3269863 Jennie. Caulson,_William 10-09-42H ,3269866. Miller,' Gerald. and: 11 -29 -46 .3633042 - Alice Scott, James E, and 2 -14 -50 Rosalie • Small, Clarence. and 5 -17 -54 Fontelle Jorgensen, George and 8 -18 -58 Eleanor continued- 39848-54 4446425 4933602 Page Two Chain of fee title March 25, 1988 Instrument Grantor Deed - -Deed Deed Deed Deed Deed. Deed Deed Deed Jorgensen Keyes, Susan L. Luttrell, Jennie Miller, Gerald and Alice Small, Clarence and Fontelle J.R. Keyes. Company, et al Poon, Lola Y Bow- Smith, Lorraine et al Poon, Lola Y. Grantee Filed Document No Bow, Annette 4 -22 -69 6499528 Keyes, John R. Jr. 8 -31 -77 7708311063 Keyes, 'John R. Jr. 1 -10 -78 7801100733 Keyes, John R.-Jr 1- 14 781 8101140507 and Linda Keyes Company • 1 -19 -81 8101190073 Poon, Robert Poon, Robert, Poon, Robert Poon, Robert 3 -21 -86 8603211207 3- 21 -86, 8603211208. 3- 21 -86. 8603211209•. 321 -86 8603211210 .- es t.c. !ft .1,1t • a - -4 �.• u. +3 z • ` c ,,� i 0 1•,:t L • 1 °v1 tt S A.C. llao r/ VWOJVl 9 �J!V35.. tJ3WUOi • I • • 11 M UNION PACIFIC RR Z. ■ 9L.«' l . `I• V. St () 0v0. Z /5 C. M. ST. P. 8 P. 8 UNION. PACIFIC RR. x/c �iao [euc 4449. •' • Geo .%.0 Engineers APPENDIX B RESULTS 0F_ CHEMICAL 'ANALYSES FARR, FRIEDMAN & BRUI , INC. ENVIRONMENTAL CHEMISTS Date of Report: March 30, 1988 Date Submitted: March 18,1988 Project: 1297-01-5 Sampler: Analyte: 1,1- Dichloroethylene _ <5 Methylene Chloride, .<5. Carbontetrachloride <5 Chloroform <5 .,1,1,1= Trichloroethane. <5 Benzene Trichloroethylene Toluene Tetrachloroethy1ene Ethylbenzene. m,p= Xylene,s •o- Xylene RESULTS OF ANALYSES OF ENVIRONMENTAL SAMPLES . FOR VOLATILE ORGANIC COMPOUNDS . • BY GC /FID -ECD Results Reported as ng /g`(ppb) MW-1 MN -2 WR FRIEDMAN & BRUYA, I. ► -ENVIRONMENTAL CHEMISTS Date of Report: March 30, 1988 Date Submitted: March.- 18,1988 Project: 1297 -01 -5 Sample Analvt.e : RESULTS'OF ANALYSES OF 'ENVIRONMENTAL SAMPLES FOR VOLATILE ORGANIC COMPOUNDS BY GC /FID -ECD Results Reported as ng /g (ppb) Ouality Assurance MW -2 MW -2 Method Duplicate Matrix Spike 1, 1- Dichloroethylene Methylene Chloride Carbontetrachloride Chloroform 1, 1, 1- Trichloroethane <5 <5. Benzene <5 Trichloroethylene .<5. Toluene Tetrachloroethylene Ethylbenzene m,p- Xylenes o- Xylene <5' <1 <1 <5 Blank 115% : <5 140. <5 100 % - <5 <5' 5 <1 <5 '99% 31% 92% 95% 85% 78% -80% 80% 80% <1 <5 <1 <1 <5 FRIEDMAN & BRUYA,.I ENVIRONMENTAL CHEMISTS Date of Report: March 30, 1988 - Date :Submitted: March .18,1988 Project: 1297 -01 -5 RESULTS OF ANALYSES OF ENVIRONMENTAL SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS BY IR (EPA METHOD 418.1) Sample MW-1- . M 41.- 2 .B -3 @ 3' Ouality Assurance :Total 'Petroleum' Hydrocarbons (pPm) 2.1 2.2 <5 Method Blank. (water.).. Method Blank (soil): -.• f OF TUKWILA ENVIRONINNTAL REVIEW ROUlThIG FORM DEPARTMENT OF COMMUNITY DEVELOPMENT TO: ,Building E Planning JPub Wks Fire .Police X.Parks /Rec PROJECT n A,M P TON I 4,( EPIC: 3D - E n' ADDRESS s c- % or 1- 4-0S /GJeST 1/Ac:(.EY KG. Y IK 7-61eSSe-G tout. DATE TRANSMITTED i OA 8 RESPONSE REQUESTED BY Jo l23 STAFF COORDINATOR VRKOA/ 0^-te-73-v DATE RESPONSE RECEIVED • The attached environmental checklist was received regarding this project. Please review and comment below to advise the responsible official regarding the threshold determination. The environmental review file is available in the Planning Department through the above staff coordinator. Comments regarding the project you wish carried to the Planning Commission, Board of Adjustment and City Council should be submitted in the comment section below. ITEM COMMENT 7a, g6 b (,c Gos S G: A T 'D nt TEFU. 1049' .. PGe}s /lore A-1.110. 46:b F(2C STA •r S(Te-ie 7 V/K. AsS.,}s. AtPO4) ki(k_ Date: -n- Comments prepared by: , 09/14/89 ENVIRON NTAL REVIEW N"�"v ROUG FORM CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT EPIC: 30- E `:i' TO: .:Building: fl Planning Pub Wks Fire olice arks /Rec PROJECT n A4.4 p TON e.t 1.1 ADDRESS S� 4. Or I- 4rog AieST 1/A6(.. Cy- F(G- "r' : re- Se- (oUl, DATE TRANSMITTED 101(8 RESPONSE REQUESTED BY 1O /23 STAFF COORDINATOR V Ko,4 CALI 673.0 DATE RESPONSE RECEIVED • The attached environmental checklist was received regarding this project. Please review and comment below to advise the responsible official regarding the threshold determination. The environmental review file is available in the Planning Department through the above staff coordinator. Comments regarding the project you wish carried to the Planning Commission, Board of Adjustment and City Council should be submitted in the comment section below. ITEM COMMENT ,� TO 176 "br� GUSS eb A4T � I� C cif TOFU. 10/ 049,.. PGGA-S c teo-rC AFIt-a Dovi 6 I> F12C -STA i o r• S (7-e (Seir' 47tv/R, ftsS.gss- iktftrm 4beeezi/ Date: /00y Comments prepared by: , 09/14/99 9011-061 HAMPTON INN CITY OF TUKWILA OCTOBER 1989 CONTROL NO. • EPIC FILE NO. f.0 FEE: $100 RECEIPT NO. 57() /RR [oci-- 3 1989 Crl v • csg'S 13(,DG PeZej(41 S-? / FOk P CAlke3 V (,_ ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. NAME OF PROPOSED PROJECT, IF APPLICABLE: Hampton Inn, Tukwila 2. NAME OF APPLICANT: Architect Inc. /EBCO, Inc. 3. ADDRESS AND PHONE NUMBER OF APPLICANT AND CONTACT PERSON: Architect Inc. Neal Kolbo 1197 Main St., Owyee Plaza, Boise, ID 83702 (208) 345 -3561 EBCO 380 E Park Center, Suite 310, Boise, ID 83706 (208) 343 -3439 4. DATE CHECKLIST PREPARED: 9/25/89 5. AGENCY REQUESTING CHECKLIST: City of Tukwila 6. PROPOSED TIMING OR SCHEDULE (INCLUDING PHASING, IF APPLICABLE): 1/90 - Begin construction, complete Fall 1990 7. DO YOU HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSION OR FURTHER ACTIVITY RELATED TO OR CONNECTED WITH THIS PROPOSAL? IF YES, EXPLAIN. NO 8. LIST ANY ENVIRONMENTAL INFORMATION YOU KNOW ABOUT THAT HAS BEEN PREPARED, OR WILL BE PREPARED, DIRECTLY RELATED TO THIS PROJECT. None to our knowledge 9. DO YOU KNOW WHETHER APPLICATIONS ARE PENDING FOR GOVERNMENTAL APPROVALS OF OTHER PROPOSALS DIRECTLY AFFECTING THE PROPERTY COVERED BY THIS PROJECT? IF YES, EXPLAIN. None to our knowledge 9011 -061 • • 10. LIST ANY GOVERNMENT APPROVALS OR PERMITS THAT WILL BE NEEDED FOR YOUR PROPOSAL, IF KNOWN. None to our knowledge 11. GIVE BRIEF, COMPLETE DESCRIPTION OF YOUR PROPOSAL, INCLUDING THE PROPOSED USES AND THE SIZE OF THE PROJECT AND SITE. The proposal calls for the construction of a 4- story, 155 -room hotel structure with lobby, swimming pool, and spa. Included are parking, sidewalks, and landscaping. The hotel will occupy a 2.38 -acre site. 12. LOCATION OF THE PROPOSAL. South I -405, north of the South 156th Street (under construction) and SR -181 (West Valley Highway) intersection in the City of Tukwila. 13. DOES THE PROPOSAL LIE WITHIN AN AREA DESIGNATED ON THE CITY'S COMPREHENSIVE LAND -USE POLICY PLAN MAP AS ENVIRONMENTALLY SENSITIVE? Not to our knowledge. • B. ENVIRONMENTAL ELEMENTS 1. EARTH a. GENERAL DESCRIPTION OF THE SITE: FLAT b. WHAT IS THE STEEPEST SLOPE ON THE SITE? 2% c. WHAT GENERAL TYPES OF SOILS ARE FOUND ON THE SITE? IF YOU KNOW THE CLASSIFICATIONS OF AGRICULTURAL SOILS, SPECIFY THEM AND NOTE ANY PRIME FARMLAND. Inorganic silt, Type ML, Woodinville Series. d. ARE THERE SURFACE INDICATIONS OR HISTORY OF UNSTABLE SOILS IN THE IMMEDIATE VICINITY? IF SO, DESCRIBE. Not to our knowledge. e. DESCRIBE THE PURPOSE, TYPE AND APPROXIMATE QUANTITIES OF ANY FILLING OR GRADING PROPOSED. INDICATE SOURCE OF FILL. Less than 2,000 cubic yards. Imported structural fill. Fill source offsite, determined by contractor. f. COULD EROSION OCCUR AS A RESULT OF CLEARING, CONSTRUCTION OR USE? IF SO, GENERALLY DESCRIBE. Potentially, erosion control could occur during the winter month. Plans require erosion control measures. g. ABOUT WHAT PERCENT OF THE SITE WILL BE COVERED WITH IMPERVIOUS SURFACES AFTER PROJECT CONSTRUCTION? 79 %. h. PROPOSED MEASURES TO REDUCE OR CONTROL EROSION, OR OTHER IMPACTS TO THE EARTH, IF ANY: Erosion control procedures will be taken during construction to minimize erosion, as indicated on drawings. • • 2. AIR a. WHAT TYPES OF EMISSIONS TO THE AIR WOULD RESULT FROM THE PROPOSAL DURING CONSTRUCTION AND WHEN THE PROJECT IS COMPLETED? IF ANY, GENERALLY DESCRIBE AND GIVE APPROXIMATE QUANTITIES IF KNOWN. During construction, dust and exhaust fumes will be generated by construction equipment. There will be no emissions from the completed project. b. ARE THERE ANY OFF -SITE SOURCES OF EMISSIONS OR ODOR THAT MAY AFFECT YOUR PROPOSAL? IF SO, GENERALLY DESCRIBE. Not to our knowledge. c. PROPOSED MEASURES TO REDUCE OR CONTROL EMISSIONS OR OTHER IMPACTS TO AIR, IF ANY: None 3. WATER a. SURFACE: 1) IS THERE ANY SURFACE WATER BODY ON OR IN THE IMMEDIATE VICINITY OF THE SITE? IF YES, DESCRIBE TYPE AND PROVIDE NAMES. IF APPROPRIATE, STATE WHAT STREAM OR RIVER IT FLOWS INTO. Green River 2) WILL THE PROJECT REQUIRE ANY WORK OVER, IN OR ADJACENT TO (WITHIN 200 FEET) THE DESCRIBED WATERS? IF YES, DESCRIBE AND ATTACH AVAILABLE PLANS. No 3) ESTIMATE THE AMOUNT OF FILL AND DREDGE MATERIAL THAT WOULD BE PLACED IN OR REMOVED FROM SURFACE WATER OR WETLANDS AND INDICATE THE AREA OF THE SITE THAT WOULD BE AFFECTED. INDICATE THE SOURCE OF FILL MATERIAL. None 4) WILL THE PROPOSAL REQUIRE SURFACE WATER WITHDRAWALS OR DIVERSIONS? GIVE GENERAL DESCRIPTION, PURPOSE AND APPROXIMATE QUANTITIES, IF KNOWN. None 5) DOES THE PROPOSAL LIE WITHIN A 100 -YEAR FLOODPLAIN? IF SO, NOTE LOCATION ON THE SITE PLAN. See site plan indicating 100 -year flood plain. 9011 -061 • • 6) DOES THE PROPOSAL INVOLVE ANY DISCHARGES OF WASTE MATERIALS TO SURFACE WATERS? IF SO, DESCRIBE THE TYPE OF WASTE AND ANTICIPATED VOLUMES OF DISCHARGE. No b. GROUND: 1) WILL GROUND WATER BE WITHDRAWN, OR WILL WATER BE DISCHARGED TO GROUND WATER? GIVE GENERAL DESCRIPTION, PURPOSE AND APPROXIMATE QUANTITIES IF KNOWN. No 2) DESCRIBE WASTE MATERIAL THAT WILL BE DISCHARGED INTO THE GROUND FROM SEPTIC TANKS OR OTHER SOURCES, IF ANY. DESCRIBE THE GENERAL SIZE OF THE SYSTEM, THE NUMBER OF SUCH SYSTEMS, THE NUMBER OF HOUSES TO BE SERVED OR THE NUMBER OF ANIMALS OR HUMANS THE SYSTEM(S) ARE EXPECTED TO SERVE. None by this proposal c. WATER RUNOFF 1). DESCRIBE THE SOURCE OF RUNOFF (INCLUDING STORM WATER) AND METHOD OF COLLECTION AND DISPOSAL, IF ANY. WHERE WILL THIS. WATER FLOW? WILL THIS WATER FLOW INTO OTHER WATERS? IF SO, DESCRIBE. Storm water runoff from the parking area and building downspouts will be routed to underground detention tanks and pumped to the surface where it will be released at preconstruction rates. Water will flow into green belt area east of site, where flows currently drain. 2) COULD WASTE MATERIALS ENTER GROUND OR SURFACE WATERS? IF SO, GENERALLY DESCRIBE. No, oil /water separator to be installed. d. PROPOSED MEASURES TO REDUCE OR CONTROL SURFACE, GROUND AND RUNOFF WATER IMPACTS, IF ANY: Detention tanks will release flows at preconstruction rates. • • 4. PLANTS a. CHECK TYPES OF VEGETATION FOUND ON THE SITE: X DECIDUOUS TREE: ALDER, MAPLE, ASPEN, OTHER X EVERGREEN TREE: FIR, CEDAR, PINE, OTHER X SHRUBS X GRASS PASTURE CROP OR GRAIN WET SOIL PLANTS: CATTAIL, BUTTERCUP, BULRUSH, SKUNK CABBAGE, OTHER WATER PLANTS; WATER LILY, EEL GRASS, MILFOIL, OTHER OTHER TYPES OF VEGETATION b. WHAT KIND AND AMOUNT OF VEGETATION WILL BE REMOVED OR ALTERED? All existing vegetation to be grubbed from site. c. LIST THREATENED OR ENDANGERED SPECIES KNOWN TO BE ON OR NEAR THE SITE. None d. PROPOSED LANDSCAPING, USE OF NATIVE PLANTS OR OTHER MEASURES TO PRESERVE . OR VEGETATION ON THE SITE, IF ANY: Landscaping w$11 include 2- inch - caliper trees (sweet gum, birch, red maple, and flowering dogwood), shrubs, groundcover, and sod. 5. ANIMALS a. CIRCLE ANY BIRDS AND ANIMALS WHICH HAVE BEEN OBSERVED ON OR NEAR THE SITE OR ARE KNOWN TO BE ON OR NEAR THE SITE: BIRDS - HAWK, HERON, EAGLE, SONGBIRDS MAMMALS - DEER, BEAR, ELK, BEAVER FISH - BASS, SALMON, TROUT, HERRING, SHELLFISH b. LIST ANY THREATENED OR ENDANGERED SPECIES KNOWN TO BE ON OR NEAR THE SITE. None to our knowledge c. IS THE SITE PART OF A MIGRATION ROUTE? IF SO, EXPLAIN. No d. PROPOSED MEASURES TO PRESERVE OR ENHANCE WILDLIFE, IF ANY: None 9011 -061 • • 6. ENERGY AND NATURAL RESOURCES a. WHAT KINDS OF ENERGY WILL BE USED TO MEET THE COMPLETED PROJECT'S ENERGY NEEDS? DESCRIBE WHETHER IT WILL BE USED FOR HEATING, MANUFACTURING, ETC. Electrical heating b. WOULD YOUR PROJECT AFFECT THE POTENTIAL USE OF SOLAR ENERGY BY ADJACENT PROPERTIES? IF SO, GENERALLY DESCRIBE. No c. WHAT KINDS OF ENERGY CONSERVATION FEATURES ARE INCLUDED IN THE PLANS OF THIS PROPOSAL? LIST OTHER PROPOSED MEASURES TO REDUCE OR CONTROL ENERGY IMPACTS, IF ANY: To be constructed in compliance with 1988 Energy Code. 7. ENVIRONMENTAL HEALTH a. ARE THERE ANY ENVIRONMENTAL HEALTH HAZARDS, INCLUDING EXPOSURE TO TOXIC CHEMICALS, RISK OF FIRE AND EXPLOSION, SPILL, OR HAZARDOUS WASTE, THAT COULD OCCUR AS A RESULT OF THIS PROPOSAL? IF SO, DESCRIBE. None 1) DESCRIBE SPECIAL EMERGENCY SERVICES THAT MIGHT BE REQUIRED. Possibly police, medical, and fire. 2) PROPOSED MEASURES TO REDUCE OR CONTROL ENVIRONMENTAL HEALTH HAZARDS, IF ANY: None b. NOISE 1) WHAT TYPES OF NOISE EXIST IN THE AREA WHICH MAY AFFECT YOUR PROJECT? PA speaker system from Longacres Race Track and auto traffic on I- 405. 2) WHAT TYPES AND LEVELS OF NOISE WOULD BE CREATED BY OR ASSOCIATED WITH THE PROJECT ON A SHORT -TERM OR A LONG -TERM BASIS? INDICATE WHAT HOURS NOISE WOULD COME FROM THE SITE. Noise will be generated by construction activity and equipment. After construction is finished, there will be minor noise generated by traffic entering /exiting facility. 9011 -061 3) PROPOSED MEASURES TO REDUCE OR CONTROL NOISE IMPACTS, IF ANY: PSA Pc Construction activity must comply with which will minimize potential impacts. Regulations, S. LAND AND SHORELINE USES a. WHAT IS THE CURRENT USE OF THE SITE AND ADJACENT PROPERTIES? Contains abandoned /demolished structures and plant life. b. HAS THE SITE BEEN USED FOR AGRICULTURE? IF SO, DESCRIBE. No c. DESCRIBE ANY STRUCTURES ON THE SITE. Abandoned homes. (three), numerous sheds, swimming pool d. WILL ANY STRUCTURES BE DEMOLISHED? IF SO, WHAT? Yes, all described above. e. WHAT IS THE CURRENT ZONING CLASSIFICATION OF THE SITE? M -1, Light Industry f. WHAT IS THE CURRENT COMPREHENSIVE PLAN DESIGNATION OF THE SITE? Commercial g. IF APPLICABLE, WHAT IS THE CURRENT SHORELINE MASTER PROGRAM DESIGNATION OF THE SITE? Not applicable. h. HAS ANY PART OF THE SITE BEEN CLASSIFIED AS AN "ENVIRONMENTALLY SENSITIVE" AREA? IF SO, SPECIFY. Not to our knowledge. i. APPROXIMATELY HOW MANY PEOPLE WOULD RESIDE OR WORK IN THE COMPLETED PROJECT? Approximately 12 people would be employed by the hotel. j. APPROXIMATELY HOW MANY PEOPLE WOULD THE COMPLETED PROJECT DISPLACE? None 9011 -061 • • k. PROPOSED MEASURES TO AVOID OR REDUCE DISPLACEMENT IMPACTS, IF ANY: None 1. PROPOSED MEASURES TO ENSURE THE PROPOSAL IS COMPATIBLE WITH EXISTING AND PROJECTED LAND USES AND PLANS, IF ANY: Hotel that is being constructed is of similar quality to hotels in the area. 9. HOUSING a. APPROXIMATELY HOW MANY UNITS WOULD BE PROVIDED, IF ANY? INDICATE WHETHER HIGH, MIDDLE OR LOW - INCOME HOUSING. 155 -room hotel, medium - priced rooms. b. APPROXIMATELY HOW MANY UNITS, IF ANY, WOULD BE ELIMINATED? INDICATE WHETHER HIGH, MIDDLE OR LOW - INCOME HOUSING. Only abandoned homes c. PROPOSED MEASURES TO REDUCE OR CONTROL HOUSING IMPACTS, IF ANY: N/A 10. AESTHETICS a. WHAT IS THE TALLEST HEIGHT OF ANY PROPOSED STRUCTURE(S), NOT INCLUDING ANTENNAS; WHAT IS THE PRINCIPAL EXTERIOR BUILDING MATERIAL(S) PROPOSED? 44 feet in height, concrete structure. b. WHAT VIEWS IN THE IMMEDIATE VICINITY WOULD BE ALTERED OR OBSTRUCTED? Territorial view looking east on SR -181 and view looking west from business located west of site and view looking north, north of site. c. PROPOSED MEASURES TO REDUCE OR CONTROL AESTHETIC IMPACTS, IF ANY: Landscape berms will partially block site of hotel and parking. 11. LIGHT AND GLARE a. WHAT TYPE OF LIGHT OR GLARE WILL THE PROPOSAL PRODUCE? WHAT TIME OF DAY WOULD IT MAINLY OCCUR? During evening hours, parking area will be illuminated by high - pressure sodium luminaires. Exterior columns of building will be illuminated by uplights. Hotel rooms are equipped with lights. 9011 -061 • • b. COULD LIGHT OR GLARE FROM THE FINISHED PROJECT BE A SAFETY HAZARD OR INTERFERE WITH VIEWS? Not to our knowledge c. WHAT EXISTING OFF -SITE SOURCES OF LIGHT OR GLARE MAY AFFECT YOUR PROPOSAL? Lights of vehicles traveling on South 156th Street, SR -181 and I -405 and street lights on South 156th Street and SR -181. d. PROPOSED MEASURES TO REDUCE OR CONTROL LIGHT AND GLARE IMPACTS, IF ANY: Landscape berms 12. RECREATION a. WHAT DESIGNATED AND INFORMAL RECREATIONAL OPPORTUNITIES ARE IN THE IMMEDIATE VICINITY? Longacres Race Track facility b. WOULD THE PROPOSED PROJECT DISPLACE ANY EXISTING RECREATIONAL USES? IF SO, DESCRIBE. No c. PROPOSED MEASURES TO REDUCE OR CONTROL IMPACTS ON RECREATION, INCLUDING RECREATION OPPORTUNITIES TO BE PROVIDED BY THE PROJECT OR APPLICANT, IF ANY: None 13. HISTORIC AND CULTURAL PRESERVATION a. ARE THERE ANY PLACES OR OBJECTS LISTED ON, OR PROPOSED FOR, NATIONAL, STATE OR LOCAL PRESERVATION REGISTERS KNOWN TO BE ON OR NEXT TO THE SITE? IF SO, GENERALLY DESCRIBE. Not to our knowledge b. GENERALLY DESCRIBE ANY LANDMARKS OR EVIDENCE OF HISTORIC, ARCHAEOLOGICAL, SCIENTIFIC OR CULTURAL IMPORTANCE KNOWN TO BE ON OR NEXT TO THE SITE. None c. PROPOSED MEASURES TO REDUCE OR CONTROL IMPACTS, IF ANY: None 9011 -061 14. TRANSPORTATION a. IDENTIFY PUBLIC STREETS AND HIGHWAYS SERVING THE SITE, AND DESCRIBE PROPOSED ACCESS TO THE EXISTING STREET SYSTEM. SHOW ON SITE PLANS, IF ANY: Access to site will be from South 156th Street, currently under construction. b. IS SITE CURRENTLY SERVED BY PUBLIC TRANSIT? IF NOT, WHAT IS THE APPROXIMATE DISTANCE TO THE NEAREST TRANSIT STOP? Site is not served by public transit. A transit stop exists approximately 0.5 -mile south of site on SR -181. c. HOW MANY PARKING SPACES WOULD THE COMPLETED PROJECT HAVE? HOW MANY WOULD IT ELIMINATE? 160 new parking stalls; no existing stalls to be removed. d. WILL THE PROPOSAL REQUIRE ANY NEW ROADS OR STREETS, OR IMPROVEMENTS TO EXISTING ROADS OR STREETS, NOT INCLUDING DRIVEWAYS? IF SO, GENERALLY DESCRIBE. Part of the hotel developer agreement included the construction of South 156th Street, shoulder and water line construction on SR -181 and installation of a storm drainage pipeline on Nelsen Place. e. WILL THE PROJECT USE WATER, RAIL OR AIR TRANSPORTATION? IF SO, GENERALLY DESCRIBE. No f. HOW MANY VEHICULAR TRIPS PER DAY WOULD BE GENERATED BY THE COMPLETED PROJECT? IF KNOWN, INDICATE WHEN PEAK VOLUMES WOULD OCCUR. After construction is finished, project will generate approximately 200 vehicles trips per day, based on 64% occupancy. g. PROPOSED MEASURES TO REDUCE OR CONTROL TRANSPORTATION IMPACTS, IF ANY: None 15. PUBLIC SERVICES a. WOULD THE PROJECT RESULT IN AN INCREASED NEED FOR PUBLIC SERVICES? IF SO, GENERALLY DESCRIBE. Additional demand on food service industry. 9011 -061 • b. PROPOSED MEASURES TO REDUCE OR CONTROL DIRECT IMPACTS ON PUBLIC SERVICES, IF ANY: - — - 7 -,:Flotel provides contivental breakfast. fiefi.--.7143)61PT: 4t.(7 -t5( s-ecv(Ler. E PocrD RA-P, 16. UTILITIES a. INDICATE UTILITIES CURRENTLY AVAILABLE AT THE SITE: ELECTRICITY, SANITARY SEWER b. DESCRIBE THE UTILITIES THAT ARE PROPOSED FOR THE PROJECT, THE UTILITY PROVIDING THE SERVICE AND THE GENERAL CONSTRUCTION ACTIVITIES ON THE SITE OR IN THE IMMEDIATE VICINITY WHICH MIGHT BE NEEDED. Water, storm drainage 9011-C61 C. SIGNATURE THE ABOVE ANSWERS ARE TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. I UNDERSTAND THAT THE LEAD AGENCY IS RELYING ON M TO y% ITS DECISION. SIGNATURE: DATE SUBMITTED: P.2/2 ev. i tI� 1 T ``•. HAMPTON INN, CITY OF T•UKW.ILLA 8,,1989 )lz'. Robert Poon :Kingston Realty, Inc. .c /o ' Mr. Michael Runyon ;'.3004 N.B. 125th St. Seattle, WA 98125 RE* Street Improvement Plans Approval for Public Improvements for "Poon Development" Street Improvement Plans for South 156th Street (SR -181 to Nelsen Place) and Nelsen Place (South 156t1i Street to South 158th Street(Plan Sheets Nos. 1 through 6 of 6 and 1 through 3 o 3) Lay 1010,11111014 PUBLIC wORI s LF.rnit, MEM 6300 SouII icenler (3oulevoid Tukwila, WashingIon 98 188 (2U6) 433 -0179 Ross A. Eamsl, P.E. DI/eclat • Dear Sir: The Public Works Department has reviewed and approved the site plan submittals for the subject development as referenced in the "RE" section of this letter per the following comments and conditions: Prior to beginning any portion of the work the developer shall accomplish the following: A. Obtain authorization of the Building Official and the Planning Director of the City of Tukwila to carry out this work. B. Post a performance bond with the City for 100% of the proposed public improvements to be provided by this development and WSDOT (which is paid for by the developer via the City). It is noted that per the City Attorney's review of the Nendel's Developer agreement your property's has no obligation to the water assessments for use of the Nendel's watermain extension. Also, prior to beginning any portion of this work the developer or his representative shall apply for and obtain the following permits (call Becky Davis, Permit Coordinator at 433 - 1851): 1. Public Roadway Improvements /UndergroundingfStreet Lights with Curb Cut /Access /Sidewalks Permit (Permit fee $25.00: The City requires additional submittals of undergrounding plans, as appropriate, for associated work from Puget Power, Seattle City Light, U.S. West Conununications, TCI Cable and � ; , 1;14r a% Robert Poon MAYA, • 1989 age'two • Washington Natural Gas Company. Franchised utility plans shall be sent for review and approval prior to carrying out any undergrounding and associated street pole relocations. Street lighting shall be provided in such a manner to be eligible for turnover to the City as part of the turnovers at the completion of the project. The turnover documents for street work in South 156th Street will be provided to the Public Works Department immediately after completion of the approved work. Turnover documents are outlined at the end of this letter. Finally, barricades closing off South 156th Street ,shall remain in place, until this project has been accepted by the City Council and the Public Works Director has so determined that the street is complete and available for its intended use. The developer is responsible for the placement and maintenance of these barricades until the City authorizes their removal, which may be at a later time than the acceptance of the work. 2. Proposed Public Storm Systems in South 156th Street and Nelsen Place (Permit fee $25.00) 3• Proposed Watermain Extension in West Valley Highway from Nendel's Develo•ment to I -405 Permit fee 25.00 At the completion of this project for watermain extensions, storm main extensions, resignalization at South 156th Street and West Valley Highway, and construction of new South 156th Street from West Valley Highway to Nelsen Place, the following turnover documents are required: (sent to my office) • 1. Letter of request by the developer for turnover as facilities as public addressed to the Public Works Director. 2. A copy of the as -built plans. Signed off permits for appropriate facilities built to public standards. 4. Bills of sale, for water, street and storm systems. 5. Lists of materials (water and sewer shall be per City's format). 6. Copy of rights -of -way and easements fully executed and recorded at King County (Ref: City Clerk). 7. One year bond per May 2, 1989 "Pooh" developer's agreement. Mr. ;, Robert Poon Ithy 8, 1989 '''. 'The •-Tukwila. City Council is the sole and final authority for acceptance of these streets for turnover, and no permit signoffs by City staff constitute a final acceptance of these streets and utilities as public. (Ref. "Pooh" Developer's Agreement of May 2, 1989). .Requested is you identify who your full time inspector and consultant engineering firm shall be for the construction phase of . this project, when selected, so that we may arrange our reporting '.requirements and set the time for a preconstruction meeting. Your consultant inspector shall provide all necessary coordinations with the City and outside agencies, including WSDOT, to assure proper coordination of this project. It is noted that Sam Richard of WSDOT indicated WSDOT is prepared to issue the break in the limited access in SR -181 at South 156th Street upon approval of these plans by the City. If you have any questions regarding this matter do not hesitate to call me at 433 -0179. Sincerely,. Phil Fraser, Senior Engineer Enclosures: 1 set of approved plans (Ref. "RE" section) 1 copy developer's agreement Ord. 1463 (vacation of portion of Nelsen Place S.) S.156th St. vacation (K.C. Record No. 8904211032 and 8904211033) Nelsen P1. (K.C. 3904211034) Sewer Easement (Poon to City) in vacated Nelsen P1. Whitney Bros. and Industrial Packing easement for non exclusive access. xc: Ted Freemire /Dave Grage /John Howat Pat Brodin Sam Richard, WSDOT Don Carr, Centrac Seattle City Light TCI Cablevision US West Communications WA Natural Gas Becky Davis Brad Williams Poon Development file COMM 11 • DEVELOPER'S AGREEMENT THIS AGREEMENT is made and entered into this aria day of M0. , 1989, between the CITY OF TUKWILA, a Washington municipal corporation (hereinafter referred to as "the City ") and ROBERT POON of Kingston Realty and Investment, Inc., 530 West Valley Road, Alhambra, California 91803, as nominee for a business entity to be subsequently formed (hereinafter referred to as "the Owner "). WITNESSETH WHEREAS, the Owner is the owner of certain real property located generally at the intersection of I -405 Exit 1 and West Valley Highway, and • WHEREAS, the Owner has applied for approval of a building permit for the development of a hotel complex to be located on the property, and WHEREAS, the parties hereto have previously entered into a Developer's Agreement dated April 23, 1987, and an extension thereof on March 6, 1988, both of which have expired by their terms, and WHEREAS, the development of said property will create traffic impacts which will necessitate the construction of a new street between Nelson Place and West Valley Highway, DEVELOPER'S AGREEMENT - Page 1 so7ocI,Jrc • certain sidewalk improvements, a fourth and east leg of a traffic signal at the intersection of Exit 1 I -405 Eastbound off ramp and West Valley Highway, and a seventh lane on West Valley Highway, and WHEREAS, the development will also necessitate the extension of a city water line which will benefit properties other than those of Owner which may tap into or connect to said water line, and WHEREAS, the development will be in the vicinity of a comprehensive surface water management system known as the Nelson Place /Longacres Drive Basin Drainage Study prepared for the City by Kramer, Chin and Mayo dated December, 1986 (the "KCM Study "), NOW, THEREFORE, IN CONSIDERATION OF the mutual benefits and conditions hereinafter contained, the parties hereto agree as follows: 1. Responsibilities of Owner. A. New Street. Owner shall design, engineer and construct, at Owner's sole cost and expense, a new street, including curbs, gutter and storm drainage, meeting City standards for commercial streets from a point on West Valley Highway at Exit 1 to a point on Nelson Place located approximately 600 feet north of Longacres Way. The actual points of intersection between the new street and West Valley DEVELOPER'S AGREEMENT - Page 2 507001 /3Rc • Highway and Nelson Place shall be approved by the Public Works apartment of the City. B. Signalization. The City and Owner understand that the Washington State Department of Transportation is currently • designing improvements to I -405 and West Valley Highway and as part of such design, and the improvements to be constructed thereafter, WSDOT will design and construct a fourth leg for the traffic signal located at the intersection of West Valley Highway and the new street to be constructed under paragraph A above. Owner agrees to assume all responsibility for the design, engineering, and construction costs of such signalization. C. Seventh Lane. The City and Owner understand that a seventh lane will be added to West Valley Highway by Owner in cooperation with WSDOT as part of its improvements in the area in order to facilitate ingress and egress to and from the new street to be constructed pursuant to paragraph A above. Owner agrees to assume all responsibility for design, engineering, and construction costs related to such seventh lane. Both parties understand that the seventh lane will be constructed from a location to be determined by WSDOT somewhere between South 158th and the new street and continuing to the I -405 overpass. DEVELOPER'S AGREEMENT - Page 3 ao7oC8 /I►C • • D. Sidewalks. Owner shall design, engineer, and construct, at Owner's sole cost and expense, sidewalks meeting City standards at the following locations: (1) Along the northerly edge of the new street to be constructed pursuant to paragraph A above; and (2) Along the west property line of the Owner's property adjacent to West Valley Highway and running from the new street northerly to the I -405 overpass. E. Water Line Extension. Owner shall design, engineer, and construct at Owner's sole cost and expense, a twelve -inch diameter water main line from a tap located on the Nendel's Hotel property which will run across West Valley Highway to the east boundary, thence northerly be later determined on or about and terminating at a point to the hotel site. If the Embassy Suites development has extended the water line from Nendel's to its development, Owner need only extend such line to Owner's development to the point described above. Said water line shall be constructed to City standards and the location and design of the water line shall meet City approval. F. Nelson Place Improvements. Owner agrees to provide, at Owner's sole cost and expense, all design and engineering services necessary for the improvement of Nelson Place to City standards. G. Dedication of Improvements and Right of Way - Maintenance Bond. Upon completion of the new street and DEVELOPER'S AGREEMENT - Page 4 ao7000 /JFc • sidewalks, the water line.extension, and the storm sewer line described in A.I., below, and approval of the same by the City, the Owner shall dedicate, assign, and convey to the City, free from any lien or encumbrance, the improvements to be made public, the real property upon which such improvements are to be located having already been dedicated to and accepted by the City. Also, at such time, Owner shall furnish to the City a bond or other suitable security in an amount approved by the Public Works Department of the City and in a form approved by the City Attorney, guaranteeing the new street, sidewalks, the water line extension and the storm drain line, if any, against defects in workmanship and materials for a period of one (1) year from the date of approval and acceptance of the same by the City. H. Future Storm Drainage LID. Owner acknowledges that Owner's development will have a cumulative impact on the storm drainage facilities in the area of Owner's property and that Owner's property would be specially benefitted by improvements to such facilities. Owner agrees to participate in any local improvement district or utility local improvement district which is formed for the purpose of storm drainage improvements as described in the KCM study of December, 1986 and the KCM Preliminary Design Report of June 28, 1988, and hereby waives the right to protest the formation of any such LID or ULID, provided that Owner retains the right to contest the method of DEVELOPER'S AGREEMENT - Page 5 • calculating assessments in such LID or ULID and the amount thereof to be levied against Owner's property. I. Storm Drainage System and Interim Design Requirements. Per design criteria of the Longacres /Nelson • Place Storm Drain Preliminary Design Report by Kramer, Chin & Mayo, the Owner, at its sole cost and expense, will construct, in lieu of permament on -site detention facility, as a condition of receiving its final certificate of occupancy, a piped storm drainage system generally easterly along the new S. 156th Street then southerly along Nelson Place to hook up to that portion of Phase I as constructed or to be constructed by Embassy Suites and /or by public contract. Thereafter, the drainage will be in an open ditch and will extend to the north after passing under the BNSF Burlington Northern tracks. If at the time of development of impervious surfaces at S. 156th and /or the building site the portion of the system beyond the intersection of Nelson Place and S. 158th Street has not been completed, Owner will construct to City standards temporary detention facilities including flow restrictions in upstream manholes, temporary detention facilities in S. 156th Street, if required, until it is opened to traffic and detention systems on property, which will surcharge upstream drainage system, S. 156th Street, and Developer's property as necessary in order to reduce flows to undeveloped rate of discharge. These interim detention facilities shall be maintained, in place, by the DEVELOPER'S AGREEMENT - Page 6 5O7OCI /lrC • • development until such time as the downstream drainage system to the 24 inch diameter Longacres culvert has been constructed. 2. Responsibilities of City. A. Nelson Place Improvements. In consideration of Owner's agreement to assume the design and engineering costs of bringing Nelson Place up to City standards, the City agrees that Owner shall have no responsibility with respect to the construction costs of such improvements. Nothing herein shall be construed, however, to relieve Owner of any responsibility for additional improvements to Nelson Place which may be constructed in the future. B. City will use its best efforts to obtain the necessary easements and construct the downstream storm drainage system in a timely manner. C. Benefited Area and Assessments`- Facilities. The water line extension and the storm drain line to be constructed by Owner, will directly benefit certain property not owned by the Owner which cannot be legally described until the extent of the improvements has been determined, by enabling and facilitating development thereof. Pursuant to Chapter 35.91 RCW, the Owner agrees to develop a latecomers agreement, to be approved by the City, to reimburse Owner for its costs on a pro rata basis by assessing any owner of real estate located in the benefited area who does not contribute to the original cost of the facilities to be constructed by the Owner under this DEVELOPER'S AGREEMENT - Page 7 SO7GCt /JFC • Agreement and who subsequently taps into and /or uses said facilities. The agreement is to be developed when the extent and cost of the facilities are known. The pro rata share for any one parcel of real estate contained within the benefited area shall be computed by the Owner subject to approval by the City Engineer. The pro rata share for each parcel shall be shown on exhibits to be attached to the agreement. The City agrees to pay Owner all said sums collected within sixty (60) days ,after receipt thereof, less costs of administering the Agreement, until the total of said payments equals the cost of constructing the facility less Owner's pro rata share, or when fifteen (15) years from the date of the Agreement have elapsed, whichever shall occur first. 3. Time of Commencement the new street and water line Owner under the terms of this 365 days after this Agreement and Completion. Construction of extension to be constructed by Agreement shall commence within has been signed by both parties and shall be completed prior to issuance of any certificate of occupancy for the hotel. 4 . Non - Waiver - Extensions. insist on the strict performance Agreement shall not be construed of that party's right thereafter of as to Failure of either party to any of the terms of this a waiver or relinquishment strictly enforce any such term, but the same shall continue in full force and effect. DEVELOPER'S AGREEMENT - Page 8 so7oco m c • • 5. Binding Effect. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. 6. Recording. This Agreement shall be recorded with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording shall be paid by the Owner. 7. Attorney's Fees. In the event that either party shall commence litigation against the other in order to enforce any term or condition of this Agreement, the prevailing party in such litigation shall be entitled to recover its costs, including reasonable attorney's fees. 8. Entire Agreement. This Agreement contains the entire understanding between the parties hereto, and no other agreements, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the parties hereto or to have any other force or effect. DATED: CITY OF TUKW A OWNER; B May y L. Van Dusen Robert Poon , 1989. [SIGNATURES CONTINUE] DEVELOPER'S AGREEMENT - Page 9 r./671.-\, r�; -\, erk, Maxine Anderson STATE OF WASHINGTON ) COUNTY OF K I N G K I N G ) ss. I certify that there appeared before me persons that I know or have satisfactory evidence were Gary L. Van Dusen and Maxine Anderson who signed this DEVELOPER'S AGREEMENT, on oath stated that they are authorized to execute the instrument and acknowledged it as the Mayor and City Clerk of the City of Tukwila to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. DATED: , 1989. Notary Public in and for the t:at.e of Washington, residing at S ,.�,, My appointment expires , /.,7 STATE OF CALIFORNIA ) COUNTY OF LOS ANGELES ) ss. I certify that there appeared before me a person that I know or have satisfactory evidence was Robert Poon who signed this DEVELOPER'S AGREEMENT and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in this instrument. DATED: (414...0 ?' OFFICIAL SEAL ISMAIL CHANG Notary Public- Calllan!a LOS ANGELES COUNTY My Comm. Exp. Sept. 24, 1989 1989. Notary Public in and for the-State of California, residing at ' My appointment expires DEVELOPER'S AGREEMENT - Page 10 so7ocs /JFc PLANT MATERIALS LISTING: *ter 20 Sl. AO/1/f, u.%r - 440. PLANTING 'AREA: TURF AREA: -L} 03050F5 ' ///.TON" LANDSCAPE SPECIFICATIONS uWtovt tmnac The Landscape Contract. most -haw . 11.:41.434* Landacape Cmrnat4r•e. a1cm. and In boon. to Use S.. of 0.*4lagml. 4L 4 _ p.at all von now m r. s 070.41. and 44 (1.isrpmalfleatleam.to cam - pet7 • 03•11.1. 1.35.121711. 411 plane ar ace aft. [1411 71'1.91.*... Ootacl4. of one a•i material 004 sa nt al a** 17 a[. ylcbe11r'L 078 0 7 074. .pleat due .1 ees solo * u la pen 4.04 .Sat *0 0pe e p lams u .rep to frees... MU. er'.rt...e 41.144. on w .7411 r .bat. • "TM aA NIN0.0S(AG -1NIN1 TLAST 50 •0110•11 • ClH3cr/ • • At FO3y 041 GALAXY o. ✓w. r ✓ - 44tH//"! 114.1 rough .ads will la* .ot.11.r by el. Gemara* Cmerec408. 1.11 fiat. ered. by I.nbc00. Crorastx. , • wren . • Landscape Ceetranr to verity NU Mel tt am General Cmrma34r am l responsible for laa.Illon tha topsoil Cram 300711. cos 4. determined fro. [131000 tlwnf ,Loot tapeall f tlefa0 are. anal f• of 14.011 for plaatt49 *sera (tins* are LLn1 ®1. . Qir/ng on -8110 mawt.l* be used. rapusted 10.01' to be . rapr.sotlw of t. *00*. 14411.114. friable tree few rams. maims • +*p*. nine clads, name scnol. as ether ttt*to matt.. plant.. • W tuft areas to base • alai.. $.r cow. to allow for panes 0.8147.... "'"i nasal. Norwell ..ens wed. tmotre834 of applicable *tat4•• familiar lows. Oal[0r.'i *.ye.ltlw. 4r7•a04 free f1u1m. Deliver 34 L. ••. 1. . r10*n1701l. emaa mmaWr*. Nodi wring mmtacc*r0•• mar.- uayr00 ® lsl nl •1, . •0• .1s. [Naas. rireaon. .. • imronit 10 -0 -a. •I: c: came.:<lr al. ••• • • 11.[4.1 •lo-u -ao Slow slew ." Inlmt4.11 -. ' .aTp4*00*0l.b®n- .. . Cud. Can 4. 150. u pool.. by t.. Merano Sall. Soc.. pmllam. 0410.41 .7303. (30113.0 -Sin . - t.O -COt.: 1•0'.f1CIi IOSQI• , , itafat o detail m Sowings. .r . MOO I.. from noxious 1170 seed *m •11 noon. material n.r.nl 34 plant • life. .eatmt . Iix. con. gr., -salt saes.* for •pproral. , M.Th. . rubol., owl. and 141maor1*l. tarmtat to lannone oar., concre i 11[0• fro. ail plantln..1 1444 110014301 !m MUM= 500. f®p ,m mmbW.n • ncl.e. dr follwtng pr0portie41 of material 444417 .10.0 into .x1.11, mail. 1101.. for sob plants pr col you( In o. ye- Sutural *411 lo*ds*4S • In' Ms: Commercial W .l 147111141 , �tof�. . . .' plant sprig t and toe. g1. Inn *.•441.14 or'r4ltionsh. to plant and attoccur*n. ..01 1 . Kohl.. Conran. to notify Landscape Kohlt Mann - layout of .1401 .*ta41rn az ..1. . 5. 111 planing mlas shall be excavated. Me4 .. 10. at .7 ... - .r. or 00004. s roc ball or not cyst.. Woman .ed re*... trim Plea.. am brlp from aro* top of nob B . ball. C: Cot 0110101417 .111[.1. or fra1.0 iota. 0. 'rya. *m compact ben /ill soil mixture *Nervily.. avoid llun to • rocs Lill NI' vo s.. _ is o0 .paa.o..[ bornboe of plant. cavityfilled, (C0m.rai*l 41x 'in . . • 1111 one-gallon cenaais.ral . 1 0.48...0 ' 3:.'111 cw -.ling ma a/an s. 1 T*4•opo0 . t. 1111 1 0t„...,4.0.,.. 104.1 .emabss 1140 om trwot4. r.3 W3 T: W ter l.n po 78. . celiper Se. '. uered 4 -10.73 above tea of root ball. .. f : Rea bale 18 manly [1114. ...lately son and alio% eater o man ' 7111 bolas to 1111.5 .Cede am•pr.per1 .r other ur■ e led14.4.e. Mittel m *tlng -0 n[. ro* .m ahem. by Use Stags.. .: y*es.not psedesed. . PWtt1O lye 01O. ' 1414404 -.m elope. in anon.. +01'41.004- f int. groin .ta4111104 by '. 411.n. plea 1407414 soolt.. Noe eedltlm of bar* olds in •11 , . . planting bed areas. Cr.4. to 3 -lmbae Wow tuner., paving.. Noss . wall. Ka.. Into. application of .let. - 0t 0 ®3(.100. .. - 1m.Log - at 41mini .e of coans•0 anov.0*tl.0. for seed co 1701. -' ow1.1n,-90*05 o 1g1 00O.0)�l. tin/ • MN. ..t pplanti0 .. 0 0l. 1 ire plan. labs of .ply a .1 7. 4.111 . -3 4141 atom planting. : .44441 entire .1••11.1 red. apply *.*lay. saa -NN4. melnoma.. 1se11411 4107 .emeant *drat Is. t r7 pane.: • precut and 1lnt5la Pl.... fu • prim of 60 dser, after acceptance. - upwlbl0.for ate /141181ag sort item Quin. 1010. maintenance e, Naiad.. ater, van cultivate oltptn mlch dep. as specified. r . N1 Plants to .[7.441 oads'u apslot post... am Ja a.•ecber auaW sor4 l SOD LAWN SPECIFICATIONS • 1P 3T 4.1- 1.1/.P. esiro ✓f" 141c.0000Hfi00W 712. COH/KT afe✓.Hty- rlya/.T_s.0 yP 0 P0707 0 ] JAM, - ,0.OIC /Sr,H4 ro 11S r 40 J - C nJlnL /3- 0...70 • e.: 41.C. IJ.aKT .' /NH5- .:F /713OH P UCCA' .1 0710 LOYK SL /' 1441.0. /10 " $ JLali. R ., 1.1 N0000 HQ*OH A/11/70- feca.sfRRb 9 11/,0 *0,0300 To. 341. Jo./ , . u04r 'J .r7.7 w Ktr/ ,_.tUFLL /. '✓HL- bone fro all tN :ms, tom n.1w n• lu}fl, • • . tsyelt. nolY. 404111 and m at ter ...Mal. •- bonen b Flan 51 8. *74* IP as r-y ✓* ** • •. LPO nmf.s. G 1rlcate 11. mhtlme Pass., • - a a0 .a *0 ar a g rsb. SOM.. e1111tatf I3 rlrrl G mblraflrtlm 1111MP. a.wgm11t' Soolt prep. for y 0734.*. L. ar1ll .wrw Ntlt. 431 to @S Prrubla, • 814 5. 1104 N 0 l 7111 leafed remoNa1 bens, . 45 Ilrwet I1rPNS W SL 11N Nom.- - I. Sea Nall be wee N40 W Pot frw. It WII ha • .tarns free ...No se mere 0s. IoM et.. - C. 371 mass.. 11 be No ye.140.14 ettra, W /07. 9111.410400 . std 4I Pan. NIL 0p1m11. - . fn prtsPanw b tau ale alt. 1111 of 0111th'. 1539.30x. sire. Pion. W h11m7. .arils. of nterla111 . • merMel. b • .NS Y. of 1.11[1.1 1110 10 • 41111. ..(metals - I is.. Gta . 1mea11 0 lbs. • rwo.. 1141 /1.00 sa. rt. b W. ' .4.r /1.00 N. ft. towlnfa 1* -14nN . Rp =MUM, f - `Ia11W 3 prior 4.1.1. 441 0797. b W in , yeah. . - • flan Iota .111 • fin, wooly 1..4141 at. bed 1� of :140 ar It. Sob. wetly 0Mrr to fop. elands•, *stalls[ • 1411.10 11. tax.. W M. r Ltmi 1"7*t111m *11110 172f 104 **1 4011441.1•* .. • 7011 *074 H SASp9 tl famF • 1 - WIG G iwrrs4 dam a.... w ...WI • gar* y .44117. 4 unat[st. ' *wear 10111 nod practice t NO. [140[11. r ay sl,n, W sr W11 r P/paneltslar l* W sls...P11-10 0134 0.11400 1511. a.ows311, 1mI1M 9rr0401ant140 Ww3117.1afau. • • 9aGty 1mr plat, sod ye•ams nY asap s011ata at the rata of $ is/s vere00 1/111 sat. • ..s4011GawasN wsr ;yeela.tlo abr ,arty UN 1 sarlmeel - .lrt • me .. n . NUN.. *bon. ra- C rinrlar •nays 041 N days elm wmure y 111 • Crow or at Isl. la Pt.'etIIn t 0 Was as. .1111 attain a e1mw.. 11401 of • lat11m. Ways PUS nl401m • I ell .711 C. oitl 5 rn fate `15./1000,n. 30 Y snow..IN W .m.e w Moy/H /< NJ' 3 . JOB i . 4.0er_ far,- "sc." 7YR. L 34/00. • S. 158th STREET..: SEEDED LAWN SPECIFICATIONS iyeve• A all wow awn, stun 11 -Ir1 W lanul.. • a.lt. snot.. YNS wm NOT PbNats. '. Y.. G plant life - 0 W4010.101 ASI 011$:. Goy reanlrr 10 .7.1(am all x.117. Pas.. .. war P..la w roots- SON•lt e401f.t11* IS remits) ea welt Wert. Litt prior w mmmle brit .41.11 1(41 .aprw31- .. [fly a.fnte y vwt17. wall :Vt." aunt 40 o0 -K44 11141 . -- •.. Sp . are ... "b tate plats after.. of eats , .. . 5. l[rwf1T 413 w polverl• W fella... .isms. of • a dws 4191+of 1.1.bes 41110 h e mean ' wlstlou 3 .w (Elsa, T,.. IeNA. 3.3..1 3N1 Meade. SO tea. - was. t./1.000 s4 ft. . - 0 lr- (.5111tern.00 se. ft - I40rm.1( 1141.11.1 1ye011my M. m tot, sew. 411. m m .a. ye.a'N.1. gnats. 1.11'ea regolN m .1.[1115 a (In, - 11031[ tanpa(w at. w Is. of 5940 m Is mats. • IL Ltd salt IN arstral MMul • S Ada t!t! Lfma�^ 19 ISLL 9 50([(112 - a •L ' "Attar 34015x1 raw boa, 6111lMr44 it.. not at of 1 Gt per t00es. It • , . 101 fn.]. NeoNet N feu. , 10111[[ 34131441 Naos. ' 140411 tea 4.134 'ts15art.yp'.' Prot act an an. y .mr11.. 1.114. ft- lag W *1. I. • cols of . rra altar R40laeca by w Pew assts r.na..tl.. 41.1111 . war Ova. melon [tame el P1.. • . . I. n was. . at 1 In holm le 11140. Ma it attains a 41,3 at 1ayet. Is.. grass 11amal• ye etmyes • f n., . C. N 1orm. m areas Wt 0a m lerawm .m7. - - 0. TWt1..nt peNoe • ts -dress sac wank. eta .. of ' .1 sw1,000 N. ft. 0 Ws *four, awl, w amt. at.. PLANTING', PLAN .. . AMR - ca .o HS8 re 9/12/89 mob .o. 8964 JTILITY PROJECT TRACKING CHECKLIST :ontrol# 90 -022 -U iITE ADDRESS Project Description 'ROPERTY OWNER Address ONTRACTOR Address :ONTACT PERSON Address :OUTING 7200 S 156 PROJECT_mlu Landscape Irrigation Square ooF tage 62 670 Tukwila Associates Ltd. Partnership Phone ' 380 East Parkcenter Boulevard. Suite 310. Roise_,_ID �� p 83706 Northwest Hospitality Group__ Phone - -83206 380 East Parkcenter Boulevard, Suite 310, Bois�,_J Z'P J 37 Tom Dusbabek Phone `83ZDf 7200 South 15�jh Tukwila, 160 ?2Zi q(l94 P 98188 1ATE PLANS RECEIVED TYPE OF REVIEW 2 -22 -90 Landscape Irr. ERMITS REQUIRED DATE ROUTED DATE PLANS DATE RESUB. TO PWD APPROVED REQUESTED COMMENTS 2 -26 -90 ERMITS ] Channelization /Striping/ Signing ] Curb Cut /Access /Sidewalk ] Excavation (public) ] Fire Loop /Hydrant ] Flood Zone Control ] Hauling ] Landscape Irrigation ] Moving an Oversized Load ] Sanitary Side Sewer ] Sewer Main Ext. (private) ] Sewer Main Ext. (public) ] Storm Drainage ] Water Main Ext. (private) Z Water Main Ext. (public) 1 Water Meter (exempt) Size: Z" No. ] Water Meter (permanent) Lo h)7 _F)- c,.?0 Size: No. ] Water Meter (temporary) W /y.l Size: /y No. ] Other APPROVED PERMIT # PLAN /LETTER (i C.: Pc • IL1• 1•• ./ `, .I F 9 L•{ g''..y() 1)i•L:; ZC° 0 tji'• 7c C)1. �: I.Va 7 SS.c 0 3 `l -90 ,rirl) /3 Pa? DATE ISSUED DATE FINAL CYes /INooS /6/3/ / l !/G ic:i O- I1.4.3 -2 °9 y t ''lc'j I0437s`> W 111F 1111L - r IriN2 0941 /C) ] Other )NDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT P ❑ ❑ ❑ 0 0 0 0 ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ (NAL PWD SIGN -OFF APPROVAL (signature) 'W.UTILTRK) Date 'CITY OF ' TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433 -Qj79 UTILITY PERMIT APPLICATION (please print) CONTROL # Q O- Oaa--U SITE ADDRESS 72047 SO /S6 PROPERTY OWNER TUKw /LA /4SSao /47($ kTh j'ARTNE.ps tP ADDRESS 364a /5,437 AARKc 6,7(4', /3i v D. .s/i / r1 3/0 F.301.M ENGINEER __ _5 c*RoyE _!uG_Eliz Fx.a..,/c_ ADDRESS t,/4,4 9 tcmcRps.) ST sv, 7t D -/ rig s I OAN0 CONTRACTOR NoRTHt u(Sr HOSP/_T,L 17y a.Reul� 3/a aa/.s•E ADDRESS 390 EIq S T PARKc o ✓T4'R' Iii v,D sv,?E PERMITS REQUESTED Sewer Main Extension•(private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) Fire Loop /Hyd.(main to vault) No: Sizes: °c Landscape Irrigation Sanitary Side Sewer No: __. Water Meter - Permanent: No: Sizes: Meter Address (if different from site address) EWater Meter - Temporary: No: Sizes: Water Meter - Exempt: No: j Sizes: Meter Address (if different from site address) WATER METER DEPOSIT /REIMBURSEMENT NAME ADDRESS CITY, ZIP PHONE PHONE tog 3y33931 ZIP ? 3706 PHONE 2Q9 .3 &4 -oril ZIP g';!206 PHONE •1cg 33Y31 ZIP g3 '70‘, Curb Cut /Access /Sidewalk _ Channelization /Striping /Signing Hauling - Moving an Oversized Load Storm Drain - Flood Zone Control Other WATER METER BILLING NAME ADDRESS CITY, ZIP PHONE MONTHLY SERVICE BILLINGS TO: water NAME ADDRESS �yJmetro fj standby PHONE 6d.+ • ZIP q,'d' DESCRIPTION OF PROJECT EI Single Family Residential (l Multiple Dwelling: No. units Duplex Esi Hotel Triplex Apartments • C1 Commercial /Industrial: Office 0 Warehouse School /College /University Other Motel Other 8 Retail Church MISCELLANEOUS INFORMATION New Building: Square footage C2 6 70 Remodel /Addition: Square footage of original building space e of ad King County Assessor's Square existidng itional space Valuation of work to be done $ 311oo /0oc I HEREBY CERTIFY THAT I HAVE READ THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. [� Condominiums E Hospital Manufacturing RRECCV_o !',TY Cl = 7iF4.,;1'cA FEB 2 2 1990 REMIT CEWrEn Applicant /Authorized Agent (signature) (print name) ' 7'oh1 ()Qs 43,4410/< Contact Person (print name) 70m OuS 13/y d 6K Address 7„2 00 TIPP IA) tt.,.l tom►n (32 /W1.UTILAPP) DATE 2 PHONE 2a 7 9''y4 PHONE ,227 9ag4' ZIP g & iI t