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HomeMy WebLinkAboutPermit D97-0181 - TACO TIME - NEW CONSTRUCTIONAN. •••■••• 40- • ..••■,. 1044.4. • . „ . . • . „ • , CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD. SUITE 100 ..LTUKWILA,:WASHINGTON :98188 THIS , ,CERTIFICATE ISSUED PURSUANT , 70 THE REOUIREMENTSOESECTION 109 OF THE . , :..UNIFORM BUILDING:CODE;tERTIFYAG.THAT ATJ:.:THE TIME ,OF' THIS STRUCTURE WAS IN COMPLIANCE .W10' THE VARIOUS ORDINANCES OF;THEr CIM REGULATING BUILDING _ .:,.- CONSTRUCTION OR USE AND :,1:: 'APPLICBLE CITY FIRE CODES ki.FtTHE FOLLOWING: • ' "• . • . ' Occupant: TACO TIME' RESTAURANT 'Permit No "097-0181 Building Address: 6820A180 ST _ . Suite No - ...„ Parcel U 362304-9105 ?O wner HOME DEPOT Occupancy : :RESTAURANT'. , - 1 Occupant .:.Load: ';55, Type of Const: ." • . • . , ,..„ , • • • ; • CONSTRUCT 'NEW, 2,295 S.F. FAST FOOD RESTAURANT WITH\DRIVE=THROUGH. INSTALL 2" PERM,-WM, 1' IRRIG - DEDOC Wriv SANITARY SIDE SEWER, STORM DRAINAGE LANG' LTERING et-FLOOD ZONE CONTROL. BU LDIN FFICIAL . , . ' , • THIS CERTIFICATE MOST 13,..E....CONSPICUOUSLYPOSTED ON THE PREMISES City of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 362304 -9105 Permit No: D97 -0181 Address: 6820 S 180 ST Status: ISSUED Suite No: Issued: 10/13/1997 Location: LOT B OF HOME DEPOT SHORT PLAT Expires: 04/11/1998 Category: NRST Type: DEVPERM Zoning: TUC Const Type: V -N Occupancy: RESTAURANT Gas /Elec.: UBC: 1994 Units: 001 Fire Protection: AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: TUKWILA Wetlands: Slopes: Streams: Contractor License No: JLOVEB *150B1 DEVELOPMENT PERMIT OCCUPANT TACO TIME RESTAURANT 6820 S 180 ST, TUKWILA, WA 98188 OWNER HOME DEPOT Phone: 404 433 -8211 2455 PACES FERRY RD NW, ALTANTA GA 30339 CONTRACTOR J LOVE BUILDERS 3300 MAPLE VALLEY HIGHWAY, RENTON, WA 98058 CONTACT RICK LENTZ Phone: 425 747 -3177 1800 136TH PLACE NE #100, BELLEVUE, WA 98005. r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW 2,295 S.F. FAST FOOD RESTAURANT WITH DRIVE - THROUGH. INSTALL 2" PERM WM, 1" IRRIG DEDUCT WM, SANITARY SIDE SEWER, STORM DRAINAGE LAND ALTERING & FLOOD ZONE CONTROL. r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 150,873.30 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: SAL Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: Y Hauling: N Start Time: End Time: Land Altering: Y Cut: 491 Fill: 400 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,563.21 k**************************************************** * * * * * * ** * * * * ** * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: (206) 431 -3670 Date: 16-(3- / 7 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. lSignature.:4050;��� -��. !Y Date: _AC9 " =C 1 Print Name: 11'1C >k. L- EV\Ae ly\ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF .TUKWILA Address: .6820 S 180 5T Permit No: D97 -0181 Suite: Tenant: ,pe: DEVPERM ..... P r'=ce1-.. #: 362304 -9105 k yY k •A k: k 'k •k •k •k •k •k h. k •k ' k •k •k •k. •k `k •k •k •k •k ' k k k 'k k 'k 'k k . A •k •k k A * •k k •k 'k 'k k * A'k •k •k t4 k k k k k •k k •k A r •k k k ' k k •k •k * k nr Peri't Conditions: � n . : 5 1. Temporary erosion ;contrc'1 measures shall be implemented as the first order of business .to prevent,, sedimentation'off- 'site or into exist ing st;cr.m "dr a;iriageLfacilities. The site shall have,; per rnanen t erosion control ;.measures in ;place as soon as possible after final grading ilas,,been completed and :.prior to t the ` Final Inpect i on The developer s h a l l . verify-in r, : wrl t i ng : to the City 'Ut,i l i t i es Inspector ,tha.t' the:, material to be, pl6ced is :sui.table ::for" fill material which- a°l lows• °the. infi ltr °; l be provided prior water dr air age. Thi ve'rif icat',ion. sha' to any ;f:,i l l placement. Hauling over 50 cv shall require application for a Hauling Permit;pr Tory to an`y associated activity. It shall be-verified iii writing to the Utilities • - that, the landscape it rlgation system° contains a 'atat Department of Health ap►rove,d' doub l e check valve assembly;:- sThi$ /_.hal.l °be. : done; :pr;icu to : th`e. Finar Inspection. Work :a ffecting:. tra:t•fic f+.low. s.fsai,•1 :.be. closely coordinated with; th City : , U t i l i.t ies..'Inspector• Tratt is Control Plans shat 1�, be c t:hmi tted. to the :�In 'pector far .p.ri:or approval.„ Al is pri to`r ni d,,a r ft' p 1 pe. ; :ha l,i ',be concrete .or reinforced'-ADS pipe': Treated Corrugated metal pipe may be used :tor.. detention facilities. All pubes ; storm drain systems and _those portions of private system: (with, the exception of residential driveway culvert) within:; °publlc right -ot -way shall:,be; constr.ucted with concre;t,e pipe up to 12" diameterand reinforced concrete` pipe fO ::i_12" and greater. 9. The ea:e► pt meter work include a State' Department of ;Health approved, double chec }:: valve assembly. 10. The deduct`, meter hall read Clow . quantities in Cub i c :feet. 1 1 . No changes w f 1 1` :be made to the p 1 an.s 'un l ess approvedby . the Architect or Engineer and the ,Tul:wi la Bui iding Division. 1. Plumbing permits sha11,_ be obtained through the` Seattle - Icing County Department of: Pub.1 is .Health. P.lunrbing will be inspected by that agency', inciuding,a11'. :gas piping (296- 4722) . 13. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (243 - 6630). 14. All mechanical work shall be under separate permit issued by the City of Tukwila. 15. All permits, inspection records, and approved plans shill be available at the job site prior to the start of any con- struction. These documents are to be maintained and avai 1- able until final inspection approval is granted. 16. All structural concrete shall be special inspected (UBC Sec. 306(a)1). 17. All structural welding shall be done by W.A.B.O. certified welders and speciai inspected (U8C - Sec. 306(a)5). 18. When special inspection is required either• the owner Status: ISSUED Applied: 06/09/1997 Issued: 10/13/1997 architect or engineer shall not tfy the Tukwila Building , division of app0 i n —nt of the inspection ager `' prior to the first .bui lding;jL-pection. Copies of all ..�cial 'inspection reports Shall lae submitted to the Building Division in a timely manner. Reports shall contain address;, project name, permit number and type of inspection being performed. w . The special inspector shall, submit a f, signed report Stating whether the work . "im* iiiiring speuial inspection was, -_" tu.= the best of the inspector's knowledge, in conformance *Frith approved plans and specifications and the applicable workmanship, provisions of,. ' e UBC. 20 Any new ceiling grid and l"ht tallation is required to meet lateral' bracing requirements for Seismic Zone 3. • Partition walls attached; to ceiling g,r id >must be laterally braced if over eight (E):: feet in length. Readily accessible •access to'`,raof mounted „equipment is required. All construction to.wbe done' 'in' with approved ; p fans and r e,qu'irements of the.,Un.i..fnorn Building , Code (1994 Edition) as ~= amended., 'Uniform'Mechanical` Code Ed'i;ti`on) , and Wash'ington: State Energy Code (.1994.Edit•ion) 2 Structural observation shall be provided for this, project. Architect or engineer responsible for the structural - design-, shall] submit;`a wr:.i'tten..statement to` the Building Official ' in , . accordance with , -,Se' . "RV,. . Noti,fyy'the'City.'of Tukwila. Bulding. :Division prior to ..: placing any, :concrete. ' This procedure is in addition to' „an_y requirements for special :' =, :inspection • All f',00d re p , paratTon establ ishn►ent.;, mu ,'t have Seattl e- King:: County Depa rtment"of. Publ i s Health sign -off ' prior to opening or ,dc i ng any food ,proc ess i nrg. • Arr'ang for final Health Department' inspection should : :be Made= by calling Seattle -King County Department of Publ'ic'Health',''296 -4787, at least. =three: . working days prior to des.ired inspeat date. On work reqii,ir,in0:,.Health Department approval,' ,i t is the contractor' responsibility to have a set of plans.-approved by that on rathe Job site. . Validity: of Permit. The issuance of a permit ,.'or <'approval plans,'' : ;specifications, and computations shell : not be con_ .. strued to',be a permit for, or an approval of, any violation of any of the provisions . of the building code or o f :. any: -` other ordinance of the jurisdiction. No permit presuming to give authori•ty to violate or cancel the provisions of this code shall be valid. 28 There shall be'‘no`` *occupancy of the building(s) until the final inspection has' been completed by the Tukwila Building Inspector. 29. VENTILATION IS REQUIRED FOR `ALL', NEW ROOMS AND SPACES OF NEW OR EXISTING BUILDINGS IN CONFORMANCE WITH THE UNIFORM BUILDING CODE AND THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, CHAPTER 51 -1 WA(:. 30. A CERTIFICATE OF OCCUPANCY WILL BE REQUIRED FOR THIS PERMIT. Pernii t D97-0181 • Status ISSUED ; i te Addi.ess: 6820 S. 180 Location : LOT :B OF NOME DEPOT SHORT PLAT • WATER METER:j -- WATER , METER B Water Meter TYPe: -''' ''''''''' ' PERM ''' '''' ''''' DED , , - -- ',. .-. • Water Meters- Size::;' ..-, : '-'' 2 ;',00 . ,, ,-, -:., ' Gt.' a n t i tj,/:,..--,-. ,-., ,-, , .-1' ,,, , .. ,.. - : CoWlinoerck .tOiort Fees ,,,,.,' ',,,.:'.' ', , ,' 5 *. 10$ 7413P0.,,-C;: Install PeR°s : , , - . • if..s:', ,_ tl, 0 9 0 • ' 00 t l t'idl - Insta 1 1 ,,Deposit . ,, ,,,, ..‘,. ,:‘ //'' ' Plan Fee .-...'t Review e. ,,,:-. '' . ''' ': . 00 Inspe -0. : -''' . , ...,:, $1,5,... o;tl'on ,F" , - , e-1:, , ,. $25.00 -. Water Assessment 00 Other Fee : -.,-- ., :- -- ,, . „.. . . Spec . a ASs Tuih.;' On Fee , ‘, i 1- ' 00 -'- - - , - :-i - .- , - Appl ied Date 06/09/1997 Issued Date: 10/11/1-997 • WATER: METER::C Project Name/Tenant: TPtGo TIME KES7ptUf�Prr�"T V alu of Construction: 7t 1 6 1S,,DOO°r Site Address: City /Z �saz 5 1� iiinmILA wiA 9State eia5 ip: Parcel N Tax , lcnarcea�oumber: u�GI ios P• E hone 2to•(0605(0 Property Owner: l A7o11NG. Street Address: City State /Zip: 3300 MkfLE VA-U.EY{- 'NWA`,/ avTor\l, WA 1p 5g Fax #• 4,2 Contractor: J LOVE ComSTRULT1o1.,4 Phone: 2260.606,SG Street Address: City State /Zip: fo, wA 4,05` 33G� MAPLE VALE.•{ N'IGN1nwA -? Y.erN Fax #: 228 • E,224, Architect: ME1ZQ.(GK. Ltisrz. /WO \TELT Phone: 425 •747. 3111 Street Address: Cit State/Zip: 1� Ig(,,rti PL NE Sf)1rTE loo B LEVUE IAA 4gbo5 Fax #: 4 $2S • '1411149 E n ineer: �pt�Gl}ArvE►� coo GTrrJC 6 Phone: 251.40222 Street Address: City State /Zip: 1821 - 72 " — f3JE00 E SoLIC4 iif_ - m - C wA 9 tp3 Fax #: 25 I. 8762 Contact Person: 121CK u 'Z /ME 046 .. L6YCZ A�2(rf EGT PPM . 747.3111 Street Address: City State /Zip: I i}OO I%(o'W ft. ME 54JVCE loo ISEIGEVL)E, LJA °i8005' Fax #: 425.747.'7 14`1 Description of work to be done: c,0Q5112 tit EV rPfsl I Dbn R.E W/ OP•1WE .71+12004 N , 011 , LFi Pi r Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University 71 Other VA-CANT LAI•1t7 Proposgd use: ❑ Retail 53 Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes 71 no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) N/A Building Square Feet: existing 2215 `f new Area of Construction: Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes no quantities & Material Safety Data Sheets New Commercial / Addition / Multi - Family Permit Application CITY OF TV r'WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Number: T ' — I 1 Permit Number:. an -0 IS Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut cubic yds. End Time: ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct Size(s): Size(s): Size(s): O Private 0 Public O Private 0 Public 0 Water Only Size(s): 0 Fill cubic yds. Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: (0- a - Date application expires: I a- q-Ln Application to y: (initials) PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 BUILDING ! A LA: R OR A THORI ED A ' T: ■ Signature: A 11// I i Date: c7 N E 4 1 4/1 7 Print name: AimptC. i5 L5 3T-Z Phone:4 •4-1,.31 -1-7 Fax 11:4zs ,74,7.311 -7 Address: Ibco i R., 13E. Soy- l City /State /Zip: t5eu-yuE tat 1600 ALL NEW COMMERCIAL/ADDITION /M - FAMILY PERMIT APPLICATIONS MU 6 • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. gi ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ 7[ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ A Vicinity Map showing location of site ❑ 7 Building Elevations (Include dimensions of all building facades and major architectural elements) 71 ❑ Mechanical Drawings ❑ 0 Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ 37,1 Architectural drawings ❑ Specifications (if separate document) ❑ Structural Calculations ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ Height Analysis ❑ 71 Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ 71 Topographical and Boundary Survey ❑ Tree Coverage Analysis (Multifamily only ) NCPERMIT.DOC 1/29/97 E SUBMITTED WITH THE FOLLOWING: ❑ 0 Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ZI Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND l AM AUTHORIZED TO APPLY FOR THIS PERMIT. a s ,l � k4 { ,11,4 �� •6.y °.•��`ii�4JE's.:•f.�'::, :4h ***AAA olds k 1 „ 74k;4A >4:kk *. *h ir.1 *44kAkh4Akek4hl.k tL••A4.A.4h•kskk t. ITY"OF TUKWIL.A ,:'WA • .- TRANSMIT •k• •* • ,l •k# ic7 **. *•k "!! k•k•i•** **A kk*Ay1•+FA:4•kk':l•4•A . h:1k.l* .. ;74�kk A�•1A kk #A. •k •k ', 1 R.ANSM1;T• Number: R:a ?O065o fymourit , `•• • 2. Ri.6'.25 10/13/57 l:0e50 :,Payment i4etnod: CHECK Notation: TACO TIME I,,;t: KJP permit No: D97--0101 Tvp` , •: DCVPLRM t7EVELOPMEN1 PERMIT Parcel No: 362304• "4105 Site. Address: 6820 S 180 ST Location: LOT 8 OF HOME DEPOT SHORT PLAT Total Fees: 3,563.21 This Payment 2,816.25 Total ALL Pmts: 3.563.21. Balance: .00 * k**• A***• A71** kA+**** *t* * 471 **4a'A * *A #71A* *71 Account Code 000/322:100 000/345.830 000/345.830 412/342.400 402/042.400 000/322.400 401/388.102 401/386.520 401/342.400 401/343.405 000/322.100 000/343.030 Description BUILDING -• NONRES • PLAN CHECK —UTILITY PLAN CHECK,- WATER'METER 'NSF FEE •- STORM DRAIN ]:NSP FEE - SME/SSS FLOOD ZONIi. CONTROL WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN -ON FEE LAND ALTERING PERMIT FEE LAND ALTERING. PLAN CHECK Amount 1 10.00 10.00 15.00 20.00 '50.00 400.00 1,000.00 15.00 25.00 106.50 22.10 7/ 10/14 9717 TOTAL 2816.25 w{ 0&( i** 0 * * *.* A, . iA *•* *•* * * **•* *4 * *A * * *71•** * * * * * *, * * * * *1 '* * * * *A * * * * - A*** * * . CITY:, OF TUKWILA 'WA TRANSMIT ******* i;******•* k****• * * * *•* * * * * * * * * *,li* * * * * * *A *A ** TRANSMIT. Number: 89700555 Amount: 4.50'06/09/97'1 5:33. Payment Method: CHECK Notation: TACO TIME init: SLB Permit No D97.0181 Type: DEVPERM DEVELOPMENT PERMIT_ Parcel No: 382304• -9105 Site Address: 6810 S 180 ST Total Fees: 1.889.1 This Payment 4.50 Total ALL Pipits: 746.96 • 0.alancer 1.142.25 * ** * *h * * *4(* * * * * * **A ************** * * * * * * *k * * /r * * * * * *A* * * ** * * * * * * Account Code 'Description Amount 000/386.904 STATE BUILDING SURCHARGE 4.50 1165 06/09 9717 TOTAL 746.96 - - 1‘44cOki**14‘4444*A***** D:ITV OF TUKWILA. WA TRANSMIT *******i*****4.********4 itil****************A****1111********4,4***** TRANSMIT Number?. R9700595 Amount: 742.46 06/09/97 15:32 Payment Method: CHECK Notation : TACO TIME In i t;: SLR permit No 097-0181 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 362304-9105 Site te Address: 6810 S 180 ST Total Fees: 1.889.21 This p yment ?,4,2.46 Total ALL Pmts.; 742.46 13 al ance: 1.146.75 Account Code Description Amount 000/345.830 PLAN' CHECK - NOIRES 742.46 P■cm■rwib Lake v *incon-iyie±-,e nitti[pol Rick, LI, tz... 41 iq tt65 06/09 /717 TOTAL 746.96 Project: G 11 tins. Type of inspectio • A-I Address: c: L ; ISM Date called: Special instructions: Date wanted: a. m. Requester: Phone No.: Approved per applicable codes. Inspector: INSPECTION RECOIr Retain a copy with petit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: 616 PERMIT NO. (206) 431 -3670 CO11MENTS: Corrections required prior to approval. `qt) \4 L 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: T � t T I l � Type of inspection: s ,� Address: L 2)/0 S> i"b o D ca ll e d: 4 /l4� Special instructions: Date wanted: ,,,fie a.m. p.m. Requester: Z2 Phone No.: INSPECTION RECD, Retain a copy with p&. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 --PERMIT NO. (206) 431 -3670 I COMMENTS: g- t-4 c &5 1, a ? q((pji I Inspector: [) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Approved per applicable codes. 61U Corrections required prior to approval. Date: Project: Type of inspection: --- — Address:6 S 14Bott Date called: / `� Special instructions: Date wanted: / Ili i a.m: p.m. Requester: ` (� y1,t,JC:e,Q Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: y{ t 4'14 Q,e.e.) k -00J 2.0 yLyre c - � Inspector: I Approved per applicable codes. INSPECTION RECO Retain a copy with p 6u PERMIT NO. • r(20 31 -3670 '. Corrections required prior to approval. Date: l it l VI V ) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: "' . '. • Project: - Type of inspecton:. Address: 6.9 2t) S; nagt Date calle ilV/94 Special instructions: Date wanted: qu /0 iU a.m.. p.m. Requester: p Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: I, pope 14_ f Inspector: I INSPECTION RECO Retain a copy with p [Receipt No.: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 0 C7 -0161 .PERMIT NO. (2061 Corrections required prior to approval. lc Date: 1/0/79 Project: - Type of inspection: gy tthuTe 14,x_, Address: 6B?-z- --/ SP / 6 111 Date called: 1 //fit Special instructions: Date C-(d/7 a.m. p.m. Requester: / Phone No.: 0 Approved per applicable codes. I Inspector: I I [Receipt No.: INSPECTION RECOr`\ Retain a copy with paL,It INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 v I 1 AS4.7712iRt9011ARtlaleOXIM Date: h7--(-312)1 PERMIT NO. (20 ) 431-3670 Corrections required prior to approval. COMMENTS: 17'4 • gele ee-e,eite43) 1-12474fi L.3) on 0 :71/441,,A L „/-e,.., \ Li Date: 0 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Soutlicenter Blvd., Suite 100. Call to schedule reinspection, Project: Type of inspection: Address: &8 L0 5d . lido Date called: 3 7ici 13 Special instructions: Date wanted: p I7PE a.m. p.m. Requester: N Phone No.:. 4 , INSPECTION RECO Retain a copy with pet,-It INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ---- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (267471-3670 431 -3670 Approved per applicable codes. COMMENTS: /7 723 P--e54_ Crls4,1/44.-6 14 IA. S tcQo tnk. P Cimo j(2 -6u- k , uv. pit-4 k 1(09) -CL4,-J 6 Inspector: v ar..,P Lotaw ms`s Corrections required prior to approval. Date: f ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.:' Date: Project: tog ! Type of inspection: 5S Address: i 6 . � R Date called: `i /ied Special instructions: Date wanted: q(1'a(45 a.m. p.m. Requester: Phone. No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: WW1 is-; r21.7 /$ 0 ckor OX / it) / 1 v-isz-v‘. Date: / � $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, / fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: L c0iPt No.: Date: INSPECTION RECO Retain a copy with p t sbt PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: �— Yr. Type of inspection: i -► o (' 04M>.1 fw31.4 C \,s -t\U43 R, Nn.t S ' -{1,. Date called: 'Q pj PL41.1 %A C R, IA . Date wanted: 1 f �._. - .. Paz VI - ki . {x� t~... C ca. C ilis i( 4 PwliaF P,t\ 0G G t; �� . ; . Projecty�� 'rw �— Yr. Type of inspection: i -► o Address: c"" S ' -{1,. Date called: Special instructions: Date wanted: 1 f a.m. cl p.m. Requester: Phone No.: I n s p e c t 1 1 'Receipt No.: INSPECTION RECOn Retain a= copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: N PERMIT NO. (206) 431 -3670 Approved per applicable codes. I I Corrections required prior to approval. Date: 14 k $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: • �� Type of insp pn: • 1 i4ddres S s tS'D S �� T D ate called: L � 8 Special instructions: Date wanted: o � (I it f�"..18 a.m. p.m. Requeste " rlaill INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 4 h3/4f, Ada .41 1/ 91 Inspector: F--i $42.0 be p a! INSPECTION RECOF . Retain a copy with pe PERMIT NO. (206) 431 -3670 Corrections required prior to approval. 1110"73 ei..,ree4.5bei6 I f' A /6), a /X1-4' Date v / / ;m REINSPECTION FEE REQUIRED. Prior to inspection, fee must at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • f% Project• ' 1:0 c-a 1.4v� - e. Typ��,,,00f� Inspection" • `7St,c SO Co �c 1 I' V) Address:/ S S ate called: / ' 18 / / /L Special instructions: C� bY yam- v Date wanted: 1 a.m. p.m. Requester: Britain i INSPECTION RECOI Retain a copy with peLIt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ..I7 -oIg ME •Y1 Date: • Approved per applicable codes. if a./ AIAMI114.111■ $42.00 REINSPE L ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project-7—Type / cif ��,, f ) -'i of i pection of pe , Address: Date called Special instructions: 4— Geti cl J �� 5d - t - / — . / . Date wanted: Requester: Ot Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. MMENTS: Inspector: Ti $42.00 REINSPECTIO be paid at 6300 Southcent 'Receipt No.: INSPECTION RECOI Retain a copy with pe L /c.7-6318/ PERMIT NO. Corrections required prior to approval. Date F E REQ " - ED. Prior to inspection, fee must Blvd., Suite 100. Call to schedule reinspection. Date: Projeara . T p i "i i t •ny3k •-• Address' 20 .a / ge7 ST ate c.11ed: .34 7 - 7 z Date wanted:3__ P. . Special instructions:. • Requesterre yr) P h o4 4 ...., 9 , Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: &lk .... ?V h" NDACA k.S ,Iree&-\ftl) f nfeLAcil ex..... M b-. VAP6sN.- Joh' .... _1\ IdtatiMMaxtutUremata.ftuswwwwww...nesmwskerawacarmakratatitVartZUVAttxl611MAINVOSAII4C=r4=0:6=MMUMIMMUMNP'. ' • 0:•• • • • .• • • r. INSPECTION NO. PERM \ NI CITY OF TUKWILA BUILDING DIVISION eUvb 6300 Southcenter Blvd., #100, Tukwila, 3670 Inspector: INSPECTION RECO Retain a copy with p� e_. Date:3 Alct3 1) Da $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project T Addressy g , 12 , 0 ,,._ r Date called: ( C Special instructions: Date a.m. Mirt Requetitej i`.�YL CLe Pi1Qn o.:.....i.59 „lit 2x INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 Receipt No.: INSPECTION RECOI Retain a copy with peX PERMIT NO. (206) 431 -3670 Approved per applicable codes. 1,/ Corrections required prior to approve(: COMMENTS: C 74 hWr c pN om. E=?.t NU60 % ie.ATc.i Mvo - Inspector: Dater $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 7 :. 3 Project.• -- ^T m Type off 'qsstion gdrs 5 r Fe sy Date called: Special instructions: Date wanted rpJ e c ( . p.m. Requester: 'Q Pon :_ en ... _7g I COMMENTS: I Inspector [ceiPt No.: proved per applicable codes. INSPECTION RECD. Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: t • 1* . (206) 431 -3670 Corrections required prior to approval. Date' a. • r $42.00 REINSPECTIO FEE OUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project n —t7 Type of insp drn in Wit Addre652O f T ,I Date called:3 (c). Special instructions: Date wanted: .22 ..7�.' 1(1)-93 a.m. .m. Reques t 1?g in r. INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1:5-Approved per applicable codes. Receipt No.: I Corrections required prior to approval. COMMENTS: $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206) 431 -3670 {s Project' , rul1J) Type of inspec IonL uk Address : &8Z0 :g ib,� 3 c ( . Date called: J _ _ .,f3 ',41 Special instructions: Date wanted: � p.m. I Requester: , j��Z /i1't(V1 Phonq�N f-} — 1 (0i Z- I I INSPECTION RECO Retain a copy with pe INSPEe'nON NO. CITY: OF TUKWILA BUILDING DIVISION 2,6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspect Approved per applicable codes. COMMENTS: r eceipt No.: Corrections required prior to approval. [ $42.00 REINSPECT! • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: D97-Dial PERMIT NO. (206) 431 -3670 Date: Project: ~--- Type of inspection/ Address: ' " Date ca led: Special instructio s: Date wanted: y /� a m. Rey�uester: Phone No.: COMMENTS: Inspector • ,/ ._.441hr1 Date: a $42.00 REINSPECTI • N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECO Retain a copy with pehret INSP ON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. atra K ajt .`' :Z , — fzf 1 v PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ,2 Proje - ctt ro_",C� I (�'— -- Type of ins c i v f G� � i Address: Date called: 2- Special instructions: } Date wanted: / 2 11 •m. Requester: J of Phone No.: S tP : Y 2.. Z'2.• (fJw Tp �v4;. • '�' "..Utc�tB Y ,Ito.vsw�sv,aw+... ..........._..... >....wsww . aaznw.xarrxlscttY{,:j^ "s' trga ';2c a "'1r3�'!�a INSPECTIPN NO. CITY OF TUKWILA BUILDING DIVISION: t; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 COMMENTS: I Approved per applicable codes. [ReceiIt No,: INSPECTION RECOIWN Retain a copy with pe ‘,/e PERMIT NO. (206) 431 -3670 Corrections required prior to approval. - 74.* § O c 1 at 7 3 / P 4 /ytn , Date: L-70.4 g $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reirfspection. Date: Projec 11 1-1,-4._ Type of inspepj+op:,, (� 1 4 t Addrest: No s , 1 yo . Date called: Z t� ( / g ( Special instructions: Date wanted: -7„../. a.m Requester: j ati K ...., } Phone No.: I I INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Approved per applicable codes. MMENTS: Inspector: L R000t No.: INSPECTION RECO Retain a copy with pe Date: bl -D (206).. 431 -3670 Corrections required prior to approval. o(p S7 - ps .$42.00 REINSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: itt 1-1111-e' T in etf ror) Wa f/ A I le�set o 5 (j Date calll - r./ Special instructions: u *� (46 / °A6 p .. 2Xc.C., M°J o,i,„ ) Date wa . a. Requester 51, f a' I Rs t A53 , 3 z -762W INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: Receipt No.: INSPECTION RECD Retain a copy with pelLit IMP ■ . - Date: 091 - o 1'61 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. fr, / , A 6 / / 44 .7 G1� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: � . �P Type of inspection: Date called: Address Special instructions:. '. E .._ Date wanted: a.m. � 7 p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 [] Approved per applicable codes. l Receipt No.: I +art :w.+y..+ INSPECTION RECD Retain a copy with pe PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: t r i $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1D0. Call to schedule reinspection. Date: Project: . 0 1 , i -, c� / c.,Ve. V.' : Type of inspectio . 1 ( t ,l-- LtE,;,. Address: y l 1— 1 O C` X) . t AD ` Date called: I ' _ _ 1 ;) ;. e3 -' -1 '7 Special instructions: i 4.- I :C0~?,t,1, r Date wanted: a.m. I e1 '4-97 p.m. Requester: -- , .. Phone No.: �. • ,3RO (e tl t i Approved per applicable codes. TAIL sAigroriectioils required prior to approval. COMENTS: . AP14. 1)1 INSPECTION NO. CITY OFITUKWILA BUILDING DIVISION 6300 Soufhcenter Blvd., #100, Tukwila, WA Inspector: [Receipt No.: INSPECTION RECO Retain a copy with pe Date: (206) 431 -3670 $42.SD FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: I LI.) 4 1 01,4_ Type of inspection: 1 .01 6 ,s Address: (02-0 51) trek Date called: Special instructions: Date wanted: a.m. P.m. Requester: Phone No.: IMEZ4ZRAMIWIEWafifewasasztzomalosma INSPECTION RECOPtn Retain a copy with peftorff INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 Approved per applicable codes. D97-0121 PERMIT NO. (206) 431-3670 Corrections required prior to approval. COMMENTS: afq 5k.514 C ) /45N4 •.• • '1"Al. • Inspector: Receipt No.: Date: t tW.9 I I $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, feehiust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Date: • Project: Ta c O I l v.rt c Type of inspection: sewev Address: . 180 -I 44o me De called: 3- b _18 Special instructions: Date wanted: a.m. 3 - 6 - 98 p.m. Requester: r & 0 ' Monarch Phone No.: CXca.v. 9 27— 3 9 I n Approved per applicable codes. I Inspector: INSPECTION REC • R!' .. Retain a copy with < ...t% INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D97D18l ERMIT NO. (20S) 431 -3670. Corrections required prior to approval. COMMENTS: , /U ft4 � 6/ tf oLt..t Jul b , &7 J Date: 3 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project,•.. 4cp '� .-� e Type of inspection: w' T& . .) E T e it N 2 Address: 2 0 S 1 d d St' Date called: a a3 Special instructions: . f he .uieedt,T fd 6 e ,B�Q P /ease GG II . Date wanted: of - a,3 v . a �/ a.m . . � Re t . .)e iG Phone No.: X53 9a 7 3(7/7 9 e� INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION :'6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I Approved per applicable codes. COMMENTS: I Inspector: Receipt No.: wF e.,.t+.t•'. r ., y,,.. R J +; , , :::k•• c . INSPECTION RECOF, Retain a copy with pe 7- 0/ PERMIT NO. 206) 431 -3670 • Corrections required prior to approval. Date: , 2 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: e,Y Project: „--1, I Type of inspection: 1 L.. A /-t Address: oB 2 SA 180Th Date called: 212- / G Special instructions: Date wanted: — / ?_ro/ i a.m., p.m Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ckAG f Receipt No.: Approved per applicable codes. INSPECTION RECO Retain a copy with pe I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Date: 431 -3670 Project • qeo 7.' --N e Type of inspection: LJu 7 e.- He 4 .- Address: r � era.° S /1-0 S - '.. ` Date called: 2. /A - ciir. Special instructions: Date wanted - 13 - 9 8'' a .m. p.m. Requester.,.. • Phone No.: INSPECTION NO. . CITY OF,TU KWILA BUILDINGDIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . Approved per applicable codes. COMMENTS: INSPECTION RECO Retain a copy with pe 94 Gatti lLey ite)ill /14‘) /56-4, 5 t ,. a I, t ERMIT NO. 431 -3670 Corrections required prior to approval. /1/13 c -y Fkmb arsTi .- tAV bkoPer-1) Q� Ei,eriA0a. Inspector: LR eceipt No.: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: T ^ E ( � 2 "r�T Type of inspection: S Address: -� Date cal ` Special instructions: Date wanted: / ( ( 1 a.m. p.m. Requester: Phone No.l,(yL R6 / .4 .� . � � .. •tit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: • ci 1444.1. 5 5 F I . - h Qcf1 Inspector: L cet No.: INSPECTION RECO Retain to copy with pe DC RMIT NO. 31 -3670 Corrections required prior to approval. 9-kA-Q eth, - O Et Date: pl t $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • Project: --la C Ti-rne Type of inspection: 5ami4-a ni sewer 555 Address: i g c • Special Date called: 2 ,::-.. instructions: ( - Date wanted: a.m. 2-'1-98 • al, Requester: R 4 1 Phone No.: 6 Lab? ry, obi le. INSPECTION NO. •:• Approved per applicable codes. varwrztotrammAtatalestMeAVVZ INSPECTION RECOIr- Rethitia copy with pet.) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I COMMENTS: W I) comAi (2,4- ti), cpc.AiLk l 55S - If • , • lz Lipk. " S dr o^? rk-hA Cr LAA en A r ki-t:rvt f N ., • Inspector: Date: 91 ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: D ERMIT NO. 431-3670 Corrections,required prior to approval. Date: • Project: Tarn 77 .ca Type of inspection: S',S.S Address: 6g2..0 ,s i ?0 ., Date called: 1 - Qy;9 Special instructions: Date wanted: A Fie i at ar. /-30- 98' p.m. Requester: Y . Phone No.: MIT NO. INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 n Approved per applicable codes. 431 -3670 Corrections required prior to approval. COMMENTS: 0 0 / 0 4 . Ria I I 6u Date: t / .�p $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedulereinspection. Inspector: [Receipt No.: J Date: Project: laco Time. Typ ofjn ection: � , 1+ Address: 18© 4 Chriskennen Date called: 1 _28 q $ Special instructions: Date wanted: a.m. 1 2 Requester: Jac K I:00 PhoneNo.:(2S3) 927 - 3479 INSPECTION NO; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: I I I Approved per applicable codes, INSPECTION RECOI Retain a copy with pe X1/4) sk►Gp " r� �� t.-t r,, c.� Li I Inspector: [Receipt No.: CC U, 1) 7- Corrections required prior to approval. Date: Date: ERMIT NO. 9Mi $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ( 6) 431-3670 Project: T ) Type of inspection:, L ? Address: 108 Si 1i rri Date called: I 2' PO Special instructions: Date wanted: i g a.m. p.m. Requester: MO< iviAN Wu-n Phone No.: 6 111 —3 c i • '! xil rc u o Ft Y6Y s"a- 3 INSPECTION NO. 1)97 -- O t E3( INSPECTION RECOVI Retain copy with peg.) ERMIT NO. CITY OF TUKWILA BUILDING DIVISION `--� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ye i1.15170 OF 66e, LA-114\, (thu,09.+4 o w�� 3 ouJ . c.tesoA. - I/2Mb Inspector: ci Date: i f , 2ci p ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: • :1 Project: TACO TWA • Type of inspection: s t1 Address: S CS. ii aQ7 Date called: 112.7/9.,8 Special instructions: Date wanted: a.m. p.m. � I/2-9173 Requester: it ..1- . /vi1ON19Ar. k Phone No.: INSPECTION RECO Retain "' copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, .Tukwila, WA 98188 n Approved per applicable codes. COMMENTS: t uv.4.1-di Foo („).0.1,1- sAzie Vv i 0-3 P/P6C lt • Inspector: Date: 1 [ 2' G g $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: b97-01&I IT NO. (20 431\ Corrections required prior-to-approval. Project: 72-/ CO Tine Type of inspection: S Type Ir.g.4 �� - a(�KGf 4-14744- Y- ? <]Y Address: ,ff, J80 -�. Christensen at c alled: I _ 2 J 9 8 Special instructions: Date wanted: q a.m. Requester: c ,d„ Soe. SeL Phone No.: 253) 127 347 • INSP CTION Ai Rapid a copy with WI, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I Approved per applicable - codes. D - 7-0v24 (2 431 -3670 Corrections required prior to approval. COMMENTS: 1/2 7/y c tnvC ±cs ti ``-mot PbcP�^ ' u..,,h1( :- , t) • Oko 1i,,5r -kg Gaytel Inspector: A Date: v zi7 / 7.6 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: J 1 Date: Project: �p Ttwia Type of inspection: ' -f t A, Addres Date called: Special instructions: �., Date wanted: p a.m. I/ `J� / 7 p.m. Requester: Kai A-6- - iXC lit Phone No.: 2 -S cd-7 7109 Approved per applicable codes. COMMENTS: Inspector: I r eceipt No.: INSPECTION REC Retain a copy with M,4 . • INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300. Southcenter•Blvd., #100, Tukwila, WA 98188 RMIT NO. (20 • 431 -3670 Corrections required prior to approval. 1l 5"/ ") ft wuA-c tom. Q,�-s .� 0-1 SLAQ P> ,:S 4 0 w (A, 0 4 JJ) Q -,s- L - kb fiy.t f U s - u.. ,ulit 4 5t t Date: $42.00 REINSP CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 2; 'ii.j., ,,,,,,,,,... ... ......., • .....0.6 ...... ' ' •)..• :1, • .. r t , ,' , ...';,ftt . ....' 4 '. I 4 '.' I t ■.:ki. ,....,* t.',.;.i.:. t ...'' ‘..t ': .. .., .•• It , ,4 i c i,,, , ..t. , . t , : • .. ' +,. i , a' 4%.4,..?=.1..M..4444M4• - r , e g .V.Iii: 701 7 ,1. 4M ' °r " : 41. - '14 rfff0 ,14 / t rtt ... ' . . . • . .. . . . . C . cr1/4..„ City of Tukwila John W Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Project Name Ae.'"a /;11( '71 Address 6; e (:: / e Retain current inspection schedule Needs shift inspection • TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Y Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: FINALAPP.FRM Authorized Signature /2 Permit No. Date T.F.D. Form F.P. 85 Suite # Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 • — : CASCADE TESTING LAB TEL No.4258232203 Apr 10,98 8:56 No.007 P.02 r . April 10, 1998 Cert No. 9712 -21 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Taco Time 6820 S 180th Street Permit No. D97 -0181 Dear Mr. Larson: CASCADE TESTING LABORATORY, INC. TESTING a INO ECTCIN / ENGINEERS 10219 N.E.. 12eTH MAC. KIRKLAND; ROM 823.9BO0 KIRKL4ND. WAGhiNGTON 8B034 FAX: fQOn c B F ATTLEI (M!JI J bML. t.J ) f VCP)1TT: (!OS) 2ea00i7 This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have boon sent to you. 1. Reinforced concrete for footings, columns and walls 2. In -place density testing for soils All work inspected conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UDC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 12 - 31 - 97 and is number 93678. Respectfully, CASCA TESTING LABORAT•'Y, INC. Denis H. Stack President DATE: TO: FROM COMMENTS: • AP)- OL96 09:59P CASCADE ROOFING:_ CASCADE ROOFING & SHEET METAL. INC.' CASCADE ROOFING & SHEET METAL, INC. (206)464-0441 Fax # (206) 464-0415 .7 Number of pages including cover Original will be sent by mail Reply Expected 206:464 0415 P.01 C-0 6308 S.W., Lynnwood, WA 98036 • Seattle Line (206) 464-0441 Lynnwood Line (425) 672-4730 • Fax Line (206) 464-0415 Yes Yes No • " . CASCADE ROOFING dt SHEET METAL, INC. March 10, 1998 Apr 09 : 59P CASCADE ROOFING Attn: Gary Schenk City of Tukwila Building Inspection Department Subject: Taco Time - Reroof 180th & Sperry, Tukwila WA Dear Mr. Schenk: • . „ . • • • •. • P.02 • 6308-212th S.W., Lynnwood, WA 98036 • Seattle Line (206) 464-0441 Lynnwood Line (425) 672-4730 • Fax Line (206) 464-0415 We installed a Schuller Built-up Class "A" roof membrane assembly, with R-30 insulation. These specifications follow the Manufacturers installation guidelines. The specification information for the above system is enclosed. If you have any further questions regarding this installation, please call. Thank you. Sincerely, Q Chris L. Smith CLS/kas Encl. Apr -10 -98 09:59P CASCAfE ROOFING Specification 4GIC Four Ply Mineral Surfaced Fiber Glass Built -Up Roof General This specification is for use over any type of approved structural deck which is not nailable and which offers a suitable surface to receive the roof. Poured and precast concrete decks require priming with Schuller Concrete Primer prior to application of hot bitumen. This specification is also for use over Schuller roof insulations or other approved rigid roof insulations, which are not noilable and which offer a suitable surface to install the roof. Specific written approval is required for any roof insulation not manufactured or supplied by Schuller. Insulation should be installed in accordance with the appro- priate Schuller Insulation Specification detailed in the current Schuller Commercial /Industrial Roofing Systems Manual. This specification can also be used in certain reroofing situations. Refer to the "Reroofing" section of the Schuller Commercial /Industrial Roofing Systems Manual. This specification is not to be used directly over poured or precast gypsum or lightweight, insulating concrete fills. Design and'installation of the deck and /or substrate must result in the roof draining freely and to outlets numerous enough and so located as to remove water promptly and completely. Areas where water ponds for more than 24 hours are unacceptable and are not eligible to receive a Schuller Roofing Systems Ouarantee. Note: All general instructions contained in the current Schuller Commercial /Industrial Roofing Systems Manual should be consid- ered part of this specification. Flashings Flashing details can be found in the "Bituminous Flashing:" section of the Schuller Commercial /Industrial Roofing Systems Manual. Application Note: On roof decks with slopes up to 1" per foot (83.3 mm /m), the roofing felts may be installed eitherperpendiculor or parallel to the roof incline. On slopes over 1" per foot (83.3 mm /m), refer to Paragraph 6.11 of this section for special requirements. 206 464 0415 For use over Schuller insulation, approved decks or other approved insulations, on inclines of '/s" to 6" per foot (20.8 to 500 mm /m) For Regions 1, 2 and 3 2' Lap .I •a' End • I.- . Lap . i• Mi n n eral Surfaced • Cap Sheet • End Laps Slappared • TAPIR (an) Using GlasPly Premier, PermaPlyR, or GlasPly IV, apply a piece 12" (305 mm) wide, then over that, one 24" (610 mm) wide, then over both, a full width piece. The following felts are to be applied full width, overlapping the preceding felts by 24W (627 mm) so that at least 3 plies of felt cover the base felt /substrate at all locations. Install each felt so that it is firmly and uniformly set, without voids, into the hot bitumen (within ±25 °F (±14 °C) of the EVT) applied just before the felt at a nominal rate of 23 lbs. per square (1.1 kg /m over the entire surface. Installation over porous substrates such as roof insulation may require up to 33 lbs. per square (1.6 kg /m') of hot bitumen. Surfacing Prior to application of GlasKap, cut the cap sheet into handleable lengths (12' • 18' 13.66 m • 5.50 m)). Lay the material out on the roof and allow it to relax and flatten. To accommodate a full width sheet, apply a mopping of hot asphalt, approximately 20 °F above the EVT, at a nominal rate of 23 lbs. per square (1.1 kg /m'), (The higher temperature of asphalt maximizes the bonding of the cap sheet to the ply felts.) Then flop the cap sheet into the hot asphalt. On subsequent courses, the cop sheet is positioned upside down, directly over the sheet in the preceding course such that the side lop area of the preceding sheet is exposed. Core should be taken to maintain 2" (51 mm) side laps and 6" (152 mm) end lops. Asphalt is applied in the same manner os before, making sure to also cover the 2" (51 mm) exposed side lap. Asphalt may also be applied to the exposed "upside down" cap sheet, prior to "flopping" it into the hot asphalt. The cop sheet must be Firmly and uniformly set, without voids, into the hot asphalt with all edges and laps well sealed. Asphalt should meet the requirements of ASTM D 312. The contrac- tor must provide a Schuller confirmation number for asphalt on jobs which require a Guarantee. Check with a Schuller Technical Service Specialist for special requirements in hot climates. P.03 Walk 11 loam Wain Spa Madill Rs Shp Da& Wang Ilibms lase NSW Rabe Pa) Typo Psd IoM Wtrrd Wen 121s Nt. Mr Napa Pais Sodatb Corms Ns. 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My 1- 0IASE a 2a wn GP I6 F - GMAI *WI Now 1110167 16, F4S(0 a Akins 0021 (d FS121AR31 w RR RE ow Pte 5. 1561( A 1 415/32 •U6, IF, PC, Aar 1 -6011, 6f (REAMER, 1 or inn 61118 1- 60Ar ArybrN Grad 110167 15611( 16, FESCO or Mass GRAS& 101151, DIME, GP MOON RR 9111121621 611 RF owe obi MR 1111 a GIASI PIUS . (•15/32 ' U6, FF, IC, Aar I - 6E R GP 111fA1I(I. 1 DRY a 1- GMAT R, F(5(0 N ibnss Mg, VERSA DIASE, DIASE 9111027671 6.12 67 RF ar oboe RR, MI a &LASE PU1S 61.13 7. 1561( A 2 (•15/32 II6, Ft f( My 1- GIASE r 0021 2 a mas 6t M 1- G1A1 Awls* Naw 110167 K, FEUD a Nauss 611031110 or RI kJ ore Poi G.E. CHAKAAN • & ASSOCIATES 7 - CIVIL, STRUCT1JRAL Et FORENSIC ENGINEERS 0 PREPARED BY: STRUCTURAL DESIGN CALCULATIONS PILE SUPPORTED FOUNDATION AND SLAB TACO TIME SOUTH 180 STREET TUKWILLA, WASHINGTON GLEN E -CHAPMAN P. E., S. E. AUGUST 14, 1997 EXPIRES CITY OF TUKWILA APPROVED OCT 7 1997 i Li) RECEIVED CITY OF TUKWILA BUILDING DIVISION • • Dc11-- 0 111 AUG 19 1997 PERMIT CENTER • 7 1,2 - 4 • I •••• i ; i 11 i -`,4-7" 1 •;,(.. • • r-- • • • , I 1 . • , • I, !• ••••••••••—. , • • -- . • ,21k • 4 • P.1117 • Pe PL. I C z t-4 } x 70 t 3 Ito p - ' ' c /' 'r/ Pm (f x zs - 4-7 r7e-i ( l c ; k ( 7 ... r ... ( 7 fro r),r. 2G c, rte-* .z- - ? ro ciCer, pct.= ('`t., x - r e v 4 / (9 .) X -6; /err Tzr x // S A . / Z�a� . „ IA: 4. • • te R rec. e Z 7 . C / /"‘"r. (i 4 1 '101 MR i.t..4..4 ‘tf •C .- .. a .> , s 4 's ww e S6, 77 e-es. -`,°;” ( `," A 1.v-e) pt. r r. el 0-4 T r / ) _ v / ? • I .w. -/— ki t: ic. 1"7,) 6C, /0e, frqsr- (Avc cpe.4.-f?/y x.)7 ) r 37) Srre+ip VI Pt 4- LO \ 7. 1 / 4 a thS /tiz. (Ya --- • rit-r ( me...role-14o RrciA Kx..r Cr-st-r 4 A *134t-m e el-73 /AS IAA 0 ‘ /5 11 r 4 4 1 1 4 e /G er 5 < •,vc L4 c.4'? /eg.•• (? J/ 1.-=. • op • v AT. kJ °r gl C "7, vot...) • • • • ..0**4 1 CO eft- 6 bin, keg *** czr (ce-g) /( I T 0 r ) 6c) ir-5.e. 0 r) 0.6o " • a (/ • 4.-- /L._X 04- ?it 41 l7r—rer /.*P- e • • A 7 /013 - (0 tetn • I b. -/ cf 0,77 p' t"..0-9 Syr ert (&) /0 TO - s"c- At- rt o t GIP • • 0 . :0 11) . 14) ' • Z 1.11 • '1 •••••!•-•i I.'. • - t • • ; It • Y .: • • .• . e t„, r e tc-is,orn I .6 rtt..? r rzie e) t 3 7 r1.) 6 *Zr C co „ /24-zt k/r > SEA /0, p 70 S rep 6 te) /4.,) too 4,1, • A PTr 60/7- 76 t )' c " e 4 its e 0 I 5 64 "it et. O /"Ptt • P• 4e 04 • •, • .• -,„ . •. , . . "•'•. ". • ...• ,• , •,.. „ •• • • 1:3 CL c. 0 0. E 0 • 6 i ) to c c 7 I i A .PfSf:ef (geLl, At ct■r r:1( •s-r72-c Vi 9 Oec7e.oki 6) K .4) e (.5 /zr" 74:4 f it1/4. 1 — t. q- r ' / 6P "1" /0 et /(k) 77 t OlvvicyAl / qt. 17 5 rt. 1:1• P- e. dit S "* TA:ei - 1.3 0'41/ Pi It. • •• 6u ( kJ 4- f-t 0 4#.1 A. /6 >6 .)e Te r tiro-fr V4: • • • to • ‘ (P-Mr ,r-e4- Prrr ss // • ref le" /1 T OSis: CZ) rttc-fcc eir r ry >> CONSTRUCTION TECHNOLOGIIC 11661 S.E.lst STR.,SUITE 204 BELLEVUE, WA 98005 PHONE 206 450 0454 FAX 206,450 0507 MULTI -SPAN CONCRETE BEAM DESIGN &,ANALYSIS Page DESCRIPTION » slab strip 1 » CASE 1 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -Span 6 -I- -Span 7 - -Span S -I ALL SPANS SIMPLE SUPPORT 7 N y /n SPAN LENGTH I ft 11.50 11.50 8.50 8.00 END FIXITY Lft 2 2 2 2 1.' 1 ,1 Fix,Pin,Free = 2,1,0. Rt .2 2 2 2 1 1 1 BEAM WIDTH in 12.000 12.000 12.000 12.000 BEAM DEPTH in 8.000 8.000 8.000 8.000 - - -- CALCULATED VALUES I I I I - Lefts Max Mu ft -k -2.0 -2.0 -1.5 -1.3 Mn • Phi ft -k 8.3 8.3 8.3 8.3 Max Vu: Left k Rt k Reactional Left: Dead k ..(service) Live k Total k Right:Dead k Live k Total k Max. Defl e Mid Span in X -Diet ft BEAM DESIGN DATA f psi Fy psi LEFT: Ae -TOP in "2 'd' TO BARS in CENTER: As -BOTTOM in "2 •d' TO BARS in RIGHT: As -TOP in "2 'd' TO BARS in APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL a Left k /ft DL @ Right k /ft LL a Left k /ft LL a Right k /ft Centers Max Mu ft -k Mn • Phi ft -k ..Diet. to Mu ft Right: Max Mu ft -k Mn • Phi ' ft -k 1.4 1.4 0.8 0.7 8.3 8.3 8.3 0.3 5.75 5.75 4.25 4.00 -2.8 -2.8 -1.5 -1.3 8.3 8.3 8.3 8.3 1.44 1.44 0.51 0.43 0.94 0.51 0.43 0.94 -0.008 5.75 1.44 1.44 0.51 0.43 0.94 0.51 0.43 0.94 -0.008 5.75 I I I I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 0.3 0.3 0.3 0.3 6.5 6.5 6.5 6.5 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 I I Y Y 0.080 0.088 0.075 0.075 1.07 1.07 0.37 0.32 0.69 0.37 0.32 0.69 -0.002 4.25 Y Y Y Y Y Y 0.088 0.088 0.075 0.075 Title : ScoPe Number: Misc : Dsngr : 1.00 1.00 0.35 0.30 0.65 0.35 0.30 0.65 -0.002 4.00 Date: CONSTRUCTION TECHNOLOGIE&- 11661 S.E.1st STR.,SUITE 204 BELLEVUE, WA 98005 PHONE 206 450 0454 FAX 206 450 0507 Centerr Mnx Mu ft-k Mn * Phi ft-k „Diet. to Hu ft Right: Max Mu Mn * Phi ft-k ft Max Vu t Left Pc Rt Reactions: Left: Dead k ..(service) Live k Total k Right:Dead k Live k Total k Max. Defl @ Mid Span in X-Dist ft BEAM DESIGN DATA'- f'c pni Fy psi LEFT: As-TOP in"2 •d TO BARS in CENTER: As-BOTTOM in"2 'd' TO BARS in RIGHT As-TOP in"2 , d , TO BARS in APPLIED LOADS 'USE LL THIS SPAN? Y/N UNIFORM DL k/ft LL k/It PARTIAL DL k/ft LL k/ft X-Left ft X-Right it TRAP.... DL @ Left k/ft DL @ Right k/ft LL @ Left k/ft LL @ Right k/ft 0.7 8.3 5.75 0.71 0.71 0.51 0.51 0.51 0.51 -0.004 5.75 3,000 60,000 0.3 1.5 0.3 6.5 0.3 1.5 MULTI-SPAN CONCRETE BEAM DESIGN & ANALYSIS DESCRIPTION » slab strip 1 » CASE 2 GENERAL --Span 1-I--Span 2-1--Span 3-1--Span 4-1--Span 5-1--Span 6-1--Span 7-1--Span 8-1 ALL SPANS SIMPLE SUPPORT 7 N y/n SPAN LENGTH ft 11.50 11.50 8.50 8.00 END FIXITY Lft 2 2 2 2 1 1 1 1 Fix,Pin,Free 2,1,0 Rt 2 2 2 2 1 1 1 1 BEAM WIDTH in 12.000 12.000 12.000 12.000 BEAM DEPTH in 8.000 8.000 8.000 8.000 ...---- CALCULATED VALUES I I I I 1 I 1 I Left: Max Mu ft-k -1.4 -2.8 -1.5 -0.7 Mn * Phi ft-k 8.3 8.3 8.3 8.3 1.4 8.3 5.75 1.44 1.44 0.51 0.43 0.94 0.51 0.43 0.94 -0.008 5.75 3,000 60,000 0.3 1.5 0.3 6.5 0.3 1.5 0.8 8.3 4.25 -1.4 -2.8 -1.5 8.3 8.3 8.3 1.07 1.07 0.37 0.32 0.69 0.37 0.32 0.69 -0.002 4.25 3,000 60,000 0.3 1.5 0.3 6.5 0.3 1.5 Y Y Y 0.088 0.088 0.088 0.075 0.075 Title Scope : Number: Misc Dsngr : 0.3 0.3 4.00 -0.7 8.3 0.49 0.49 0.35 0.35 0.35 0.35 -0.001 4.00 3,000 3,000 60,000 60,000 0.3 1.5 0.3 6.5 0.3 1.5 Y 0.088 3,000 3,000 3,000 60,000 60,000 60,000 OP Y Date: Y Y Page CONSTRUCTION TECHNOLOGIL Title : 11661 S.E.1st STR.,SUITE 204 Scope : BELLEVUE, WA 98005 Number: PHONE 206 0454 Misc : FAX 206 450 0507 Dsngr : DESCRIPTION GENERAL ALL SPANS SIMPLE SUPPORT 7 SPAN LENGTH ft END FIXITY Lft Fix,Pin,Free a 2,1,0 Rt BEAM WIDTH in BEAM DEPTH in CALCULATED VALUES - - -- Lefty Max Mu ft -k Mn • Phi ft -k Center: Max Mu ft -k Mn .• Phi ft -k ..Diet. to Mu ft Right: Max Mu ft -k Mn • Phi ft -k Max Vu: Left k Rt k Reactions: Left: Dead k ..(service) • Live k Total k Right:Dead k Live k Total k Max. Defl @ Mid Span in X -Diet ft BEAM DESIGN DATA f pal Fy psi LEFT: As-TOP in "2 'd' TO BARS in CENTER: As- BOTTOM in "2 'd TO BARS in RIGHT: An -TOP in "2 'd' TO BARS in APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL @ Left k /ft DL @ Right k /ft LL 8 Left k /ft LL a Right k /ft MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page slab strip 1 CASE 3 - -Span 1 -I- -Span 2 -I- - Span 3 -I- -Span 4 - -Span 5 -I- -Span 6 -I- -Span 7 - -Span 8 -I N y/n 11.50 11.50 8.50 8.00 2 2 2 2 2 2 2 2 12.000 12.000 12.000 12.000 8.000 8.000 8.000 8.000 I I I I -2.8 -1.4 -1.5 -0.7 8.3 8.3 8.3 0.3 1.4 0.7 0.8 0.3 0.3 8.3 8.3 8.3 5.75 5.75 4.25 4.00 -2.0 -1.4 -1.5 -0.7 8.3 8.3 8.3. 8.3 1.44 0.71 1.07 0.49 1.44 0.71 1.07 0.49 0.51 0.51 0.37 0.35 0.43 0.32 0.94 0.51 0.69 0.35 0.51 0.51 0.37 0.35 0.43 0.32 0.94 0.51 0.69 0.35 -0.000 -0.004 -0.002 -0.001 5.75 5.75 4.25 4.00 I I I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 0.3 0.3 0.3 0.3 6.5 6.5 6.5 6.5 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 I I I I I I I I Y Y Y Y Y Y Y Y 0.088 0.088 0.088 0.088 0.075 0.075 1• 1 Date: 1 - F ; CONSTRUCTION TECHNOLOGIL 11661 S.E.lst STR.,SUITE 204 BELLEVUE, WA 98005 PHONE 206 450 0454 FAX 206 450 0507 DESCRIPTION » slab strip 1 » CASE 4 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -span 5 -I- -Span 6 - -Span 7 -I- -Span 8 -I ALL SPANS SIMPLE SUPPORT 7 N y/n SPAN LENGTH ft 11.50 11.50 8.50 8.00 END FIXITY Lft 2 2 2 2 1 1 1 Fix,Pin,Free = 2,1,0 Rt 2 2 2 2 1 BEAM WIDTH in 12.000 12.000 12.000 12.000 BEAM DEPTH in 8.000 8.000 8.000 8.000 - - -- CALCULATED VALUES - - -- I I I I Left: Max Mu ft -k -2.8 -1.4 -1.5 -1.3 Mn + Phi ft -k 0.3 8.3 8.3 8.3 Center: Max Mu ft -k Mn + Phi ft -k ..Diet. to Mu ft Right: Max Mu ft -k Mn + Phi. ft -k Max Vu: Left k Rt k Reactions: Left: Dead k ..(service) Live k Totril k Right:Dead k Live k Total k Max.-Defl @ Mid Span in X -Dist ft BEAM DESIGN DATA - - -- f�c psi Fy psi LEFT: Ae -TOP in "2 'd' TO BARS in CENTER: As -BOTTOM in "2 'd' TO BARS in RIGHT: Ae -TOP in "2 •d' TO BARS in APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL @ Left k /ft DL @ Right k /ft LL @ Left k /ft LL @ Right k /ft MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page 1.4 0.7 0.8 0.7 8.3 8.3. 8.3 8.3 5.75 5.75 4.25 4.00 -2.8 -1.4 -1.5 -1.3 8.3 8.3 8.3 8.3 1.44 0.71 1.07 1.00 1.44 0.71 1.07 1.00 0.51 0.51 0.37 0.35 0.43 0.32 .. 0.30 0.94 0.51 0.69 0.65 0.51 0.51 0.37 0.35 0.43 0.32 0.30 0.94 0.51 0.69 0.65 -0.008 -0.004 -0.002 -0.002 5.75 5.75 4.25 4.00 I I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 0.3 0.3 0.3 0.3 6.5 6.5 6.5 6.5 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 I I I I I I I I Y Y Y Y Y Y Y Y 0.088 0.008 0.088 0.088 0.075 0.075 0.075 Title Scope : Number: Misc Dsngr : 1 Date: CONSTRUCTION TECHNOLOGIC 11661 S.E.lst STR.,SUITE 204 BELLEVUE, WA 98005 PHONE 206 450 0454 FAX 206 450 0507 imp DESCRIPTION » slab strip 2 » CASE 1 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -Span 6 -I- -Span 7 - -Span 8 -I ALL SPANS SIMPLE SUPPORT 7 N yin SPAN LENGTH ft 9.00 9.50 9.00 8.00 8.50 END FIXITY....•. Lft 2 2 2 2 2 1 1 1 Fix,Pin,Free = 2,1,0 Rt 2 2 2 2 2 BEAM WIDTH in 12.000 12.000 12.000 12.000 12.000 BEAM DEPTH in 8.000 8.000. 8.000 8.000 8.000 - - -- CALCULATED VALUES - - -- Left: Max Mu ft -k Mn • Phi ft -k Center: Max Hu ft -k Mn • Phi ft -k ..Diet. to Mu ft Right: Max Mu ft -k Mn * Phi ft -k Max vu: Left k Rt k Reactions: Left: Dead k ..(service) Live k Total k Right:Dead k Live k Total k Max. Defl 8 Mid Span in X -Diet ft BEAM DESIGN DATA f'c psi Fy psi LEFT: • Ae -TOP in "2 •d' TO BARS in CENTER: An-BOTTOM in "2 'do TO BARS in RIGHT: As-TOP in "2 'd' TO BARS in APPLIED LOADS - - - -- USE LL TIIIS SPAN? Y/N UNIFORH DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL 8 Left k /ft DL 8 Right k/ft LL 8 Left k /ft LL 8 Right' k /ft MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page -1.7 -1.9 -1.7 - 1.3 8.3 8.3 8.3 8.3 0.8 0.9 0.8 0.7 0.3 8.3 8.3 8.3 4.50 4.75 4.50 4.00 -1.7 -1.9 -1.7 -1.3 -1.5 8.3 8.3 8.3 8.3 8.3 1.13 1.19 1.13 1.00 1.13 1.19 1.13 1.00 0.40 0.42 0.40 0.35 0.34 0.36 0.34 0.30 0.73 0.77 0.73 0.65 0.40 0.42 0.40 0.35 0.34 0.36 0.34 0.30 0.73 0.77 0.73 0.65 -0.003 -0.004 -0.003 -0.002 4.50 4.75 4.50 4.00 ' 1 I 1 I 1 1 I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 0.3 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 1.5 0.3 0.3 0.3 0.3 0.3 6.5 6.5 6.5 6.5 6.5 0.3 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 1.5 I 1 I 1 1 I 1 Y Y Y Y Y Y Y Y• 0.088 0.008 0.088 0.088 0.088 0.075 0.075 0.075 0.075 0.075 Title Scope: Number: Misc : Dsngr : -1.5 8.3 0.0 8.3 4.25 1.07 1.07 0.37 0.32 0.69 0.37 0.32 0.69 -0.002 4.25 Date: CONSTRUCTION TECHNOLOGIEL 11661 S.E.1st STR.,SUITE 204 BELLEVUE, WA 98005 PHONE 206 450 0454 FAX 206 450 0507 SPAN LENGTH ft END FIXITY Lft Fix,Pin,Free 2,1,0 Rt BEAM WIDTH in BEAM DEPTH in - - -- CALCULATED VALUES - - -- ± Left: Max Mu ft -k Mn • Phi ft -k Center: Max Mu ft -k Mn • Phi ft -k ..Diet. to Mu ft Right: Max Mu' ft -k Mn • Phi ft - Max Vu: Left k Rt k Reactions: Left: Dead k ..(service) Live k Total k Right:Dead .k Live k Total k Max. Defl 8 Mid Span in X -Diet ft BEAM DESIGN DATA - - -- f'c psi Fy psi LEFT: As -TOP in "2 'd' TO BARS in CENTER: As- BOTTOM in "2 , d' TO BARS in RIGHT: As-TOP in "2 'd' TO BARS in APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left it X -Right ft TRAP.... DL 8 Left k/ft DL 8 Right k /ft LL 8 Left k /ft LL 8 Right k /ft Title : Scope : Number: Misc : Dsngr : 0.4 0.9 0.8 0.3 8.3 8.3 8.3 8.3 4.50 4.75 4.50 4.00 -0.8 -1.9 -1.7 -0.7 8.3 8.3 8.3 8.3 0.0 8.3 4.25 -1.5 8.3 Date: MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page DESCRIPTION » alab strip 2 » CASE 2 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 - -Span 5 -I- -Span 6 -I- -Span 7 - -span 8-I ALL SPANS SIMPLE SUPPORT 7 N yin 9.00 9.50 9.00 8.00 8.50 2 2 2 2 2 1 1 1 2 2 2 2 2 1 1 1 12.000 12.000 12.000 12.000 12.000 8.000 8.000 8.000 8.000 8.000 I I I I I I I -0.8 -1.9 -1.7 -0.7 -1.5 8.3 8.3 8.3 8.3 8.3 0.55 1.19 1.13 0.49 1.07 0.55 1.19 1.13 0.49 1.07 0.40 0.42 0.40 0.35 0.37 0.36 0.34 0.32 0.40 0.77 0.73 0.35 0.69 0.40 0.42 0.40 0.35 0.37 0.36 0.34 0.32 0.40 0.77 0.73 0.35 0.69 -0.002 -0.004 -0.003 -0.001 -0.002 4.50 4.75 4.50 4.00 4.25 I I I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 0.3 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 1.5 0.3 0.3 0.3 0.3 0.3 6.5 6.5 6.5 6.5 6.5 0.3 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 1.5 I I I I I I I Y Y Y Y Y Y Y Y 0.088 0.088 0.088 0.088 0.008 0.075 0.075 0.075 • CONSTRUCTION TECHNOLOGIC Title : 11661 S.E.lst STR.,SUITE 204 Scope : BELLEVUE, WA 98005 Number: PHONE 206 450 0454 ' Misc : FAX 206 450 0507 Dsngr DESCRIPTION » slab strip 2 » CASE 3 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -Span 6 -I- -Span 7 -I- -Span 8 -I ALL SPANS SIMPLE SUPPORT 7 N yin SPAN LENGTH ft 9.00 9.50 9.00 0.00 8.50 END FIXITY Lft 2 2 2 2 2 1 1 1 Fix,Pin,Free = 2,1,0 Rt 2 2 2 2 2 1 1 1 BEAM WIDTH in 12.000 12.000 12.000 12.000 12.000 BEAM DEPTH in 8.000 8.000 8.000 8.000 8.000 - -- CALCULATED VALUES - - -- I I I I I I I Left: Max Mu ft -k -1.7 -1.9 -1.7 -0.7 -1.5 Mn • Phi ft -k 8.3 8.3 8.3 8.3 8.3 Center: Max Mu ft -k Mn • Phi ft -k ..Diet. to Mu ft Rights Max Mu ft -k Mn • Phi ft -k Max Vu: Left k Rt k Reactione: Left: Dead k ..(service) Live k Total k Right:Dend k Live k Total k Max. Defl @ Mid Span in X -Diet ft BEAR DESIGN DATA - - -- f'c psi Fy psi LEFT: As-TOP in "2 •d' TO BARS in CENTER: As -BOTTOM in "2 'd' TO BARS in RIGHT: As -TOP in "2 'd' TO BARS in APPLIED LOADS USE LL THIS SPAN? YIN UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL ' k /ft X -Left ft X -Right ft TRAP.... DL @ Left k /ft DL @ Right k /ft LL @ Left k /ft LL @ Right k /ft MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page. 0.8 0.9 0.8 0.3 0.8 8.3 0.3 8.3 8.3 8.3 4.50 4.75 4.50 4.00 4.25 -1.7 -1.9 -1.7 -0.7 -1.5 8.3 8.3 8.3 8.3 8.3 Date: 1.13 1.19 1.13 0.49 1.07 1.13 1.19 1.13 . 0.49 1.07 0.40 0.42 0.40 0.35 0.37 0.34 0.36 0.34 0.32 0.73 0.77 0.73 0.35 0.69 0.40 0.42 0.40 0.35 0.37 0.34 0.36 0.34 0.32 0.73 0.77 0.73 0.35 0.69 -0.003 -0.004 -0.003 -0.001 -0.002 4.50 4.75 4.50 4.00 4.25 I I I I I 1 I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 0.3 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 1.5 0.3 0.3 0.3 0.3 0.3 6.5 6.5 6.5 6.5 6.5 0.3 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 1.5 I I I I I I I 1 Y Y Y Y Y Y Y Y 0.088 0.088 0.088 0.008 0.080 0.075 0.075 0.075 0.075 • CONSTRUCTION TECHNOLOGIC' 11661 S.E.1st STR.,SUITE 204 .BELLE.VUE, WA 98005 PHONE 206 450 0454 FAX 206 450 0507 DESCRIPTION » slab strip 2 » CASE 4 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -Span 6 -I- -Span 7 -I- -Span 8- ALL SPANS SIMPLE SUPPORT 2.N yin SPAN LENGTH ft 9.00 9.50 9.00 0.00 8.50 END PIXITY Lft 2 2 2 2 2 1 1 1 Fix,Pin,Free a 2,1,0 Rt 2 2 2 2 2 1 1 1 BEAM WIDTH in 12.000 12.000 12.000 12.000 12.000 BEAM DEPTH in 8.000 8.000 8.000 8.000 8.000 - - -- CALCULATED VALUES I I I I I I I Left: Max Mu ft -kt' -1.7 -0.9 -1.7 -1.3 -1.5 Mn • Phi ft -k 8.3 8.3 8.3 8.3 8.3 Center: Max Mu ft -k Mn • Phi ft -k ..Diet. to Mu ft Right: Max Mu ft -k Mn • Phi ft -k Max Vu: Left k Rt k Reactions: Left: Dead k ..(service) Live k Total k Right:Dead k Live k Total k Max. Defl @ Mid Span in X -Diet ft BEAM DESIGN DATA f psi Fy psi LEFT: As-TOP in "2 •d' TO BARS in CENTER: As- BOTTOM in "2 , d' TO BARS in RIGHT: As -TOP in "2 'd TO BARS in APPLIED LOADS - - -6 -- USE LL THIS SPAN? Y/N 'UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL @ Left k /ft DL @ Right k /ft LL @ Left k /ft LL @ Right k /ft MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page 0.0 0.5 0.8 0.7 0.0 8.3 8.3 8.3 8.3 8.3 4.50 4.75 4.50 4.00, 4.25 -1.7 -0.9 -1.7 -1.3 -1.5 0.3 8.3 8.3 8.3 8.3 1.13 0.59 1.13 1.00 1.07 1.13 0.59 1.13 1.00 1.07 0.40 0.42 0.40 0.35 0.37 0.34 0.34 0.30 0.32 0.73 0.42 0.73 0.65 0.69 0.40 0.42 0.40 0.35 0.37 0.34 0.34 0.30 0.32 0.73 0.42 0.73 0.65 0.69 -0.003 -0.002 -0.003 -0.002 -0.002 4.50 4.75 4.50 4.00 4.25 I I I I I I I 1 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 0.3 0.3 0.3 0.3 0.3 • 1.5 1.5 1.5 1.5 1.5 0.3 0.3 0.3 0.3 0.3 6.5 6.5 6.5 6.5 6.5 0.3 0.3 0.3 0.3 0.3 1.5 1.5 1.5 1.5 1.5 1 I I I I I I I Y Y Y Y Y Y Y Y 0.088 0.088 0.088 0.008 0.088 0.075 0.075 0.075 0.075 Title : Scope : Number: Misc : Dsngr : Date: CONSTRUCTION TECHNOLOGIEC Title : 11661 S.E.lst STR.,SUITE 204 Scope : BELLEVUE, WA 98005 Number: PHONE 206 450 0454 Misc : FAX 206 450 0507 Dsngr : DESCRIPTION » GRADE BEAM CL 1 » CASE 1 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -Span 6 -I- -Span 7 -I- -Span 8 -I ALL SPANS SIMPLE SUPPORT 7 N yin SPAN LENGTH ft 4.00 8.00 8.00 8.50 END FIXITY Lft 1 1 1 1 1 1 Fix,Pin,Free a 2,1,0 Rt 1 1 1 1 1 1 1 BEAM WIDTH in 16.000 16.000 16.000 16.000 BEAM DEPTH in 16.000 16.000 16.000 16.000 - -- CALCULATED VALUES - - -- I I I I I I I I Lefts Max Mu ft -k -8.7 -10.3 -14.8 , Mn • Phi ft -k 80.3 80.3 80.3 80.3 Center: Max Mu ft -k Mn * Phi ft -k ..Diet. to Mu ft Right: Max Mu ft -k Mn * Phi ft -k Max Vu: Left k Rt k Reactions: Left: Dead k ..(service) • Live k Total k Right:Dead k Live k Total k Max..Defl e Mid Span in X -Diet ft BEAM DESIGN DATA - - -- f c psi Fy psi LEFT: As-TOP in "2 'd' TO BARS in CENTER: As- BOTTOM in "2 'do TO BARS in RIGHT: As -TOP in "2 'd' TO BARS '' in APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL Q Left k /ft DL Q Right k /ft LL Q Left k /ft LL Q Right k /ft MULTI -SPAN CONCRETE BEAM DESIGN &,ANALYSIS Page 0.9 6.7 3.7 11.7 71.4 71.4 71.4 71.4 0.93 3.89 3.73 5.10 -8.7 -10.3 -14.8 80.3 80.3 80.3 80.3 1.08 7.91 7.55 10.36 6.23 8.31 8.67 6.88 0.65 4.91 5.51 6.61 0.57 4.28 4.80 5.75 1.22 9.19 10.31 12.36 4.91 5.51 6.61 2.39 4.28 4.80 5.75 2.08 9.19 10.31 12.36 4.47 0.000 -0.002 -0.001 -0.005 2.91 3.89 3.63 4.70 I I I I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 • 60,000 60,000 60,000 60,000 60,000 60,000 60,000 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 1.32 1.32 1.32 1.32 13 13 13 13 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 I a - - I I I I I I Y Y Y Y Y Y Y Y 0.44 0.44 0.44 0.44 0.425 0.425 0.425 0,425 0.264 0.264 0.264 0.264 0.188 0.188 0.188 0.188 4 8 P 8 8.5 0 Date: CONSTRUCTION TECHNOLOGI 11661 S.E.1st STR.,SUITE 204 ;BELLEVUE, WA 98005 PHONE. 206 450 0454 FAX 206 450 0507 XLeft ftl X -Right ,ftl DL kl X -Dist. ltl- X-Diat. ftl DL: kl, LL X-Diet ftl DL kJ LL I kl X-Diet. ftl.' LL ft-k1 : SHEAR STIRRUPS Stirrup Mr @ Section in^2 0.22 ..:: Spacing Revd Left in 999.00': Reg!d I in 999.00 7 : I .4L in 999.00 Revd I .6L in 999.00 Reg I .8L in 999.00 Spacing Seg I Right in 999.00 QUERY VALUES ' Title : Scope : Number: Misc : Dsngr : MULTI-SPAN CONCRETE BEAM DESIGN & ANALYSIS • .0.22 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 S. 0:22 0.22 999.00 999.00 999.00 999.00 999.00 999.00 0.22 0.22 OP Date: I 0.22 I. I 0.22 14 CONSTRUCTION TECHNOLOGII;, 11661 S.E.lst STR.,SUITE 204 BELLEVUE, WA 98005 PHONE 206 450 0454 FAX 206 450 0507 SPAN LENGTH ft END FIXITY Lft Fix,Pin,Free = 2,1,0 Rt BEAM WIDTH in BEAM DEPTH in - -- CALCULATED VALUES - - -- Left: Max Mu ft -k Hn • Phi ft -k Centers Max Mu ft -k Mn • Phi ft -k ..Diet. to Mu ft Right: Max Hu ft -k Mn • Phi ft -k Max Vu: Left k Rt k Reactions: Lefts Dead k ..(eervice) Live k Total k Right:Dead k Live k Total k Max. Defl 2 Hid Span in X-Diat ft BEAM DESIGN DATA - - -- f poi Fy ' psi LEFT: An-TOP in "2 •d' TO BARS in CENTER: An- BOTTOM in "2 'd' TO BARS in RIGHT: As-TOP in "2 'd' TO BARS in APPLIED LOADS - --.5 USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL e Left k /ft DL R Right k /ft LL E Left k /ft LL a Right k /ft 2.2 71.4 1.47 -4.2 2.99 5.12 0.65 1.23 1.88 4.91 " 1.07 5.98 -0.000 1.60 2.3 71.4 3.63 80.3 80.3 3.59 4.30 4.91 1.07 5.98 5.51 2.14 7.65 -0.001 3.68 5.2 71.4 3.47 -7.1 -15.6 7.05 9.17 5.51 2.14 7.65 6.61 6.10 12.71 -0.001 3.47 Title : Scope : Number: Misc Dsngr : Date: MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page DESCRIPTION » GRADE BEAM CL 1 » CASE 2 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span S -I- -Span 6 -I- -Span 7 -- -Span 8 -I ALL SPANS SIMPLE SUPPORT 7 N yin 4.00 8.00 8.00 8.50 1 1 1 1 1 1 1 1 1 1 1 16.000 16.000. 16.000 16.000 16.000 16.000 16.000 16.000 I I I I I I -4.2 -7.1 -15.6 80.3 80.3 80.3 80.3 11.4 71.4 5.16 80.3 80.3 10.45 6.79 6.61 6.10 12.71 2.39 2.02 4.41 -0.005 4.76 4 0 a 8 8.5 1 I I I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 1.32 1.32 1.32 1.32 13 13 13 13 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 I I I I I I I I Y Y Y Y Y Y Y Y 0.44 0.44 0.44 0.44 0.425 0.425 0.425 0.264 0.264 0.264 0.264 0.188 0.188 0.188 CONSTRUCTION TECHNOLOGI 11661 S.E.lst STR.,SUITE 204 BELLEVUE, WA 98005 PHONE 206 450 0454 FAX 206 450 0507 DESCRIPTION GENERAL ALL SPANS SIMPLE SUPPORT ? SPAN LENGTH ft END FIXITY Lft Fix,Pin,Free - 2,1,0 Rt BEAM WIDTH in BEAM DEPTH' in - - -- CALCULATED VALUES Lefts Max Mu ft -k Mn • Phi.. ft -k 'Center: Max Mu ft -k Mn • Phi ft -k ..Diet. to Mu ft Right: Max Mu ft -k Mn • Phi ft -k Max Vut Left k Rt k Reactions: Lefts Dead k ..(service) Live k Total k RightsDead k Live k Total k Max. Defl @ Mid Span in X -Diet ft BEAM DESIGN DATA f�c psi Fy psi LEFT: As -TOP in "2 'd' TO BARS in CENTER: As- BOTTOM in "2 'd' TO BARS in RIGIHT: As-TOP in "2 •d' TO BARS in APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL @ Left k /ft DL @ Right k /ft LL @ Left k /ft LL @ Right k /ft Title Scope Number: Misc : Dsngr : MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page » GRADE BEAM CL 1 » CASE 3 - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -span 6 -1- -Span 7 - -Span 8-1 N y/n 4.00 8.00 8.00 8.50 1 1 1 1 1 1 1 1 1 1 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 I 1 .I I I I. -7.5 -12.0 -9.6 80.3 80.3 80.3 80.3 0.0 6.6 5.5 4.0 71.4 71.4 71.4 71.4 0.11 3.73 4.16 5.38 -7.5 -12.0 -9.6 80.3 80.3 80.3 80.3 0.10 7.55 8.41 5.31 3.84 8.67 7.81 3.07 0.65 4.91 5.51 6.61 -0.48 2.66 5.51 2.28 0.17 7.57 11.02 8.08 4.91 5.51 6.61 2.39 2.66 5.51 2.28 -0.16 7.57 11.02 8.88 2.22 0.000 -0.002 -0.001 -0.002 2.56 3.79 4.11 4.93 I I I I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 1.32 1.32 1.32 1.32 13 13 13 13 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 I I I I I I I I Y Y Y Y Y Y Y Y 0.44 0.44 0.44 0.44 0.425 0.425 0.264 0.264 0.264 0.264 0.108 0.188 4 8 P 8 8.5 sir Date: 1 •;4 ", CONSTRUCTION TECHNOLOGI 11661 S.E.1st STR.,SUITE 204 BELLEVUE, WA 98005 PHONE 206 450 0454 FAX 206 450 0507 DESCRIPTION » GRADE BEAM CL 1 » CASE 4 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 - -Span 6 -I- -Span 7 - -Span 8 -I ALL SPANS SIMPLE SUPPORT 7 N yin SPAN LENGTH ft END FIXITY Lft Fix,Pin,Free a 2,1,0 Rt BEAM WIDTH in BEAM DEPTH in - - -- CALCULATED VALUES - - -- Left: Max Mu ft -k Mn • Phi ft -k Center: Max Mu ft -k Mn • Phi ft -k ..Dist. to Mu ft Right: Max Mu ft -k Mn • Phi ft -k Max Vu: Left k Rt k Reactions: Left: Dead k ..(service) Live k Total k Right:Dead k Live k Total k Max. Defl ! Mid Span in X -Dist ft BEAM DESIGN DATA - - -- t f , c psi Fy psi LEFT: An -TOP in "2 , d' TO BARS in CENTER: An-BOTTOM in "2 •d' TO BARS in RIGHT: As -TOP in "2 'de TO BARS in APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL 8 Left k /ft DL ! Right k /ft LL I Left k /ft LL 0 Right k /ft MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page 4.00 0.00 8.00 8.50 1 1 1 1 1 1 1 1 16.000 16.000 16.000 16.000 16.000 16.000 16.000 16.000 00.3 0.0 71.4 0.11 -7.5 80.3 0.10 3.04 0.65 -0.48 0.17 4.91 2.66 7.57 0.000 2.56 -7.5 -12.0 80.3 80.3 6.6 71.4 3.73 00.3 7.55 8.67 4.91 2.66 7.57 5.51 5.51 11.02 -0.002 3.79 5.5 71.4 4.16 -12.0 -9.6 Title . Scope : Number: Misc : Dsngr : I I -9.6 80.3 4.0 71.4 5.38 80.3 80.3 8.41 7.81 5.51 5.51 11.02 6.61 2.20 8.88 -0.001 4.11 5.31 3.07 6.61 2.28 8.88 2.39 -0.16 2.22 -0.002 4.93 4 8 8 8.5 Date: 1 i I I I I i I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 1.32 1.32 1.32 1.32 13 13 13 13 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 I I I I I I I Y Y Y Y Y Y Y Y 0.44 0.44 0.44 0.44 0.425 0.425 0.264 0.264 0.264 0.264 0.188 0.188 CONSTRUCTION TECHNOLOGIC.; 11661 S.E.1st,STR.,SUITE 204 BELLEVUE, WA 98005 PHONE 206 450 0454 FAX 206 450 0507 DESCRIPTION » GRADE BEAM CL 5+ '» CASE 1 GENERAL I- -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 - -Span 6 -I- -Span 7 -I- -Span 8 -I ALL SPANS SIMPLE SUPPORT 7 N y/n SPAN LENGTH ft 11.00 12.00 9.00 9.00 END FIXITY Lft 1 1 1 1 1 1 Fix,Pin,Free a 2,1,0. Rt 1 1 1 1 1 1 1 BEAM WIDTH. in ' 16.000 16.000 16.000 16.000 ,BEAM DEPTH in 16.000 16.000 16.000 16.000 ... .. - - -- CALCULATED VALUES Left: Max Mu ft -k Mn • Phi ft -k Center: Max Mu ft -k Mn +.Phi ft -k ..Diet. to Mu ft Right: Max Mu ft -k Mn + Phi ft -k Max Vu: Left k Rt k Reactions: Left: Dead. k .. (eeirvice) Live k Total k RightsDead k Live k Total k Max. Defl @ Mid Span in X -Dist ft BEAM DESIGN DATA - - -- f'c psi Fy psi LEFT: As -TOP in "2 'd' TO BARS in CENTER: Ae- BOTTOM in "2 'd' TO BARS in RIGHT: As -TOP in "2 'd' TO OARS in APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL @ Left k /ft DL @ Right k /ft LL @ Left k /ft LL @ Right k /ft MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page I I I -19.0 -11.7 -10.5 80.3 80.3 00.3 80.3 0.6 2.3 71.4 71.4 6.48 4.62 -19.0 -11.7 -10.5 80.3 80.3 80.3 80.3 5.56 8.55 6.09 7.12 9.01 . 7.34 5.82 4.79 2.64 0.35 6.39 6.16 1.09 3.45 2.64 2.54 . 3.74 11.00 9.03 8.70 8.35 6.39 6.16 2.28 3.45 2.64 2.54 0.94 11.00 9.03 8.70 3.22 -0.000 -0.006 0.000 -0.004 4.69 6.40 1.32 4.98 I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 1.32 1.32 1.32 1.32 13 13 13 13 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 I I I I I I I Y Y Y Y Y Y Y Y 0.63 0.63 0.63 0.63 0.26 0.26 0.26 0.26 Title : Scope : Number: Misc Dsngr : 8.7 71.4 5.40 Date: 1 CONSTRUCTION TECHNOLOGI ( Title : 11661 S.E.1st STR.,SUITE 204 Scope BELLEVUE . WA 98005 Number: PHONE 206 450 0454 Misc : FAX 206 450 0507 Dongr : Date: -Diet. ft DL : k LL k - pint. ft LL k X-Diet. ft MOMENT DL ft LL, ft X-Diet. ft SHEAR STIRRUPS Av f faction in"2 Spacing Reci I Left in Revd I .2L in Revd 1 AL in Relqi I .6L in " Reqtd I .$L in Awed I Right 1.n QUERY VALUES E-Diet. ft • MULTI-SPAN CONCRETE BEAM DESIGNANALYSIS 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 I I • CONSTRUCTION TECHNOLOGIEC Title : 11661 S.E.1st STR.,SUITE 204 Scope : BELLEVUE, WA 98005 Number: PHONE 206 450 0454 Misc FAX 206 450 0507 Dsngr : DESCRIPTION Mn * Phi ft -k Center: Max Mu ft -k Mn + Phi. ft -k ..Dist. to Mu ft Right: Max Mu ft -k Mn + Phi ft -k Max Vu: Left k Rt k Reactions: Lefts Deed k ..(service) Live k Total k Right:Dead k Live k Total k Max. Defl 1 Mid Span in X -Dist ft BEAM DESIGN DATA f , c poi Fy psi �,LEPT: As -TOP in "2 'd' TO BARB in CENTER: As- BOTTOM in "2 'd' TO BARS in RIGHT: As -TOP in "2 'd' TO BARS in APPLIED LOADS USE LL THI8 SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right r ft TRAP.... DL 1 Left k /ft DL 1 Right k /ft LL 1 Left k /ft LL 1 Right k /ft MULTI -SPAN CONCRETE BEAM DESIGN &ANALYSIS Page » GRADE BEAM CL 5+ » CASE 2 GENERAL - -Span 1 -1- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -Span 6 -I- -Span 7 -I- -Span 8 -I ALL SPANS SIMPLE SUPPORT ? N yin SPAN LENGTH it 11.00 12.00 9.00 9.00 END FIXITY Lft 1 1 1 1 Fix,Pin,Free 2,1,0 Rt 1 1 1 1 BEAM WIDTH in 16.000 16.000 16.000 16.000 BEAM DEPTH in 16.000 16.000 16.000 16.000 - -- CALCULATED VALUES 1 1 1 I Lefts Max Mu ft -k -15.3 -13.3 -7.8 80.3 80.3 80.3 80.3 6.8 9.5 3.0 5.4 71.4 71.4 71.4 71.4 3.89 6.16 4.98 5.46 -15.3 -13.3 -7.8 80.3 80.3 80.3 80.3 • N 1 Date: 3.46 8.11 6.56 4.84 6.25 7.77 5.35 3.10 2.64 8.35 6.39 6.16 -0.15 1.57 3.17 0.92 2.50 9.92 9.56 7.08 8.35 6.39 6.16 2.28 1.57 3.17 0.92 -0.06 9.92 9.56 7.08 2.22 -0.004 -0.007 -0.000 -0.003 4.47 6.16 5.16 5.04 I 1 1 I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 1.32 1.32 1.32 1.32 13 13 13 13 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 I 1 1 I I I Y Y Y Y Y Y Y Y 0.63 0.63 0.63 0.63 0.26 0.26 • • CONSTRUCTION TECHNOLOGIE(I ;; Title 11661 S.E.1st STR.,SUITE 204 Scope : BELLEVUE, WA 98005 Number: PHONE 206 450 0454 Misc : FAX 206450 0507 Dsngr : 1101.03.4,1 -. ,"�,.... Date: MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page » GRADE BEAM CL 5+ » CASE 3 GENERAL - -Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -Span 6 -I- -Span 7 -I- -Span 8 -I ALL SPANS SIMPLE SUPPORT 7 N y/n SPAN LENGTH ft 11.00 12.00 9.00 9.00 END FIXITY Lft 1 1 1 1 Fix,Pin,Free - 2,1,0 Rt 1 1 1 1 1 1 BEAM WIDTH in 16.000 16.000 16.000 16.000 BEAM DEPTH in 16.000 16.000 16.000 16.000 - -- CALCULATED VALUES I I I I I I Lefts Max Mu ft -k -15.7 -8.4 -9.1 Mn • Phi ft -k 80.3 80.3 80.3 80.3 DESCRIPTION Center: Max Mu ft -k Mn • Phi ft-k ..Dist. to Mu ft Rights Max Mu ft -k Mn • Phi ft -k Max Vut Left k Rt k Reactions: Left: Dead k ..(service') Live .k Total k Right:Dead Live k Total k Max. Dafl 1 Mid Span in X -Diet ft BEAM DESIGN DATA - - -- f'o psi Fy psi LEFT: As -TOP in 4 2 'd' TO BARS in CENTER: As- BOTTOM in "2 'd' TO BARS • in RIGHT: As -TOP in 4 2 id TO BARS in APPLIED LOADS USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL 1 Left k /ft DL 1 Right k /ft LL I Left k /ft LL I Right k /ft 13.0 4.1 4.7 5.0 71.4 71.4 71.4 71.4 4.40 6.72 4.44 5.64 -15.7 -8.4 -9.1 80.3 80.3 80.3 80.3 0.63 0.63 0.63 0.63 0.26 0.26 1 5.86 5.90 5.88 4.98 8.71 4.69 6.03 2.96 2.64 8.35 6.39 6.16 1.27 1.71 0.95. 1.40 3.91 10.07 7.35 7.56 8.35 6.39 6.16 2.28 1.71 0.95 1.40 -0.14 10.07 7.35 7.56 2.14 -0.009 -0.002 -0.001 -0.002 4.91 6.80 4.44 5.16 I I . I I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1:5 1.32 1.32 1.32 1.32 13 13 13 13 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 I I I I I I I I Y Y Y Y Y Y Y Y CONSTRUCTION TECHNOLOGI 11661 S.E.1st STR.,SUITE 204 BELLEVUE, WA 98005 • PHONE 206 450 0454 FAX 206 450 0507 » GRADE BEAM CL 5+ .» CASE 4 GENERAL - -Span 1- I - -Span 2- I - -Span 3 -I --Span ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH ft 11.00 12.00 9.00 9.00 END FIXITY Lft 1 1 1 1 Fix,Pin,Free - 2,1,0 Rt 1 1 1 1 BEAM WIDTH in 16.000 16.000 16.000 16.000 BEAM DEPTH in 16.000 16.000 16.000 16.000 DESCRIPTION - - -- CALCULATED VALUES Lefts Max Mu ft -k Mn • Phi ft -k Centers Max Mu ft -k 'Mn • Phi ft -k ..Dist. to Mu ft Rights Max Mu ft -k Mn • Phi ft -k Max Vu: Left k Rt k Reactions, Lefts Dead k ..(service) Live k Total k Right,Dead k Live k Total k Max. Defl I Mid. Span in X -Dist ft BEAM DESIGN DATA f.c psi Py pei LEFT: As -TOP in "2 •d' TO BARB in CENTERS As- BOTTOM in "2 •d' TO BARS in RIGHT, As -TOP in "2 Id' TO BARS in APPLIED LOADS - - + - -- USE LL THIS SPAN? Y/N UNIFORM DL k /ft LL k /ft PARTIAL DL k /ft LL k /ft X -Left ft X -Right ft TRAP.... DL I Left k /ft DL 1 Right k /ft LL 1 Left k /ft LL 0 Right k /ft Title Scope : Number: Misc : Dsngr : MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS Page 4 - 1 I I I I -15.8 -7.8 -11.4 80.3 80.3 80.3 80.3 12.9 4.3 3.8 8.3 71.4 71.4 71.4 71.4 4.40 6.72 4.20 5.46 . -15.8 -7.8 -11.4 80.3 80.3 80.3 80.3 1 • Date: - -Span 5 -I- -Span 6- I - -Span 7 -I- -Span 8 -I 5.84 5.96 5.56 7.23 8.72 4.63 6.36 4.69 2.64 8.35 6.39 6.16 1.26 1.75 0.73 2.92 3.90 10.11 7.12 9.08 8.35 6.39 6.16 2.28 1.75 0.73 2.92 0.88 10.11 7.12 9.08 3.16 -0.009 -0.002 -0.001 -0.004 4.91 6.80 4.20 5.04 I I I I I I I I 3,000 3,000 3,000 3,000 3,000 3,000 3,000 60,000 60,000 60,000 60,000 60,000 60,000 60,000 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 1.32 1.32 1.32 1.32 13 13 13 13 1.32 1.32 1.32 1.32 1.5 1.5 1.5 1.5 I I I I I I I I Y Y Y Y Y Y Y Y 0.63 0.63 0.63 0.63 0.26 0.26 0.26 CONSTRUCTION TECHNOLO 1 Title 11661 S.E.lst.STR.,SUI E 204 Scope BELLEVUE, WA 98005 Number: PHONE 206 450 0454 Misc FAX 206 450 0507 Dsngr : X- Diet., ft DL k LL k X - Diet:: ft k LL k 11-Diet. ft MOMENT DL LL ft -k X Diet. ft SHEAR STIRRUPS Stirrup Av I•Section .'in "2 .Spacing Raged 1 Left in Req'd I .2L in • Req■d 1 .4L in • Req'd I .6L. in • Req'd I '.SL in ,Spacing Req I Right in QUERY VALUES -- -' - - -- MULTI -SPAN CONCRETE BEAM DESIGN & ANALYSIS 0.22 0.22 0.22 0.22. 0.22. 0.22 0.22 0.22 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 . 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00 999.00. 999.00 999.00 999.00 999.00 . 999.00.' 999.00 Date:. • VOELKER ENGINEER! , INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827.0197 FAX (206) 828-3019 1 20QP F1 = Svol...r 1 gl I Door I■e4,r, , _ . b. 40)17-(4.) •+ Vitm‘ (.2,51 I,• co )&I LD 14r, z. "---• 515 f jos 1.44.0 Tvic3Q1 LA. 1 1 10') SHEET NO OF CALCULATEDBY Sr DATE 5'2.1'11 CHECKED BY DATE SCALE FILE COPY 2sA. LA J IP= : Is 4-25 40 4 -ry Ar 7510 s S t lb / VW{ RECEIVED • CITY OF TUKWILA MI 0 1997,. PERMIT CENTER 6/3/7 7 I EXPIRES 9/21/ '9 1 VOELKER ENGINEERING;' INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827-0197 FAX (206) 828.3019 42- I Tiri cs.� �•�'�dow .� :.Q z s. is y 1 4 M.„„ : 1 :KS H.t.ly 4 k 2 24 1 , .. i , . ) _... 1l F X21 40 ( - !) ;` 810fi+ s' /8:x 1 I 4e �.► 50/1''(4.x1) . ISSN m=..„ . 8(0.4 4.1 , S ys 12 G L S�►e�, 5ovcv►1S ■4-1- CO L V M ►• = 4 Q L A'E = is .0 / 3'lZx 3 y TT '-/ 3'„ 3' }no ►. ,roe -1- 14.42 TI•NE - � '..Kwi��. �f1►yq SHEET NO 2 CALCULATED BY ST CHECKED BY DATE SCALE 21 A. lgse w; s,e „ , 1 18 p. Q 4 ' cti+• 3 b„ i ' 84 M 4/z95 e.s6 t 315 T .; 3s re; a• • .03' '1r7v2 a 9.'LO • 11G I(S G IS o.�N P s I ll,k s +u1 k ( 1.1 °/l i) 2. ` OF DATE S ' 2-7 .91 Voelker Engineering, Inc. Taco Time - Tukwila INPUT DATA E_ . 1000 ksi Element Data Element I # (in "4) 1 1000 Load Case Description Load Case Description 1 Distributed 2 Concentrated Distributed Loads Load (kTft) (k /ft) 1 -0.460 -0.870 Combined Loads = 1.000 * LC 1 + 1.000 * LC 2 Joint Reactions and Displacements Joint X # (ft) 1 0.00 2 21.00 Element Forces Ele. (ft) 1 1 1 1 .1 b= d= E_ A= I= S= 0.00 10.61 11.04 19.75 21.00 Beam Calculation 5.125 16.500 1800 84.6 1918.5 232.5 0.00 0.00 0.00 0.00 0.00 in ksi) in "3 Glu],am Beam 1 loY 0=N No. of Jts.= 2 No. of Elements= Joint Data R Rk) 0.00 0.00 and Displacements 6.27 7.70 Axial Force Shear (ft) (ft) 0.00 21.00 6.27 0.29 -0.00 -6.63 -7.70 Joint 1 0.00 PINNED 2 21.00 PINNED Mz (k -in) 0 0 ====_=========.=================________ ___ =_== = = =a = = = = = == = == = == = === = == Beam Properties Maximum Design Forces V = M = D L Moment (k -in) -0 440 441 107 -0 Beam stresses fb = fv = X Joint (ft) Restraint Y( Rotat. in)p. (rad) 0.0000 - 0.036192 0.0000 0.037711 6.6 kip) ® 'd' 441 k -in) 2.91 in 21 ft) 1958 (psi) 118 (psi) DATE: 05/27/97 Y- displ. (in) 0.0000 - 2.9104 - 2.9051 - 0.5615 0.0000 Max Beam Deflection Defl. = 0.84 (in) L/ 299 WALKER ENGINEER! , INC. 1211 Market Street ._ KIRKLAND, WASHINGTON 98033 (206) 827-0197 FAX (206) 828-3019 %.• 50 °/ -a f Ifocl , 1 % . / W Z. HP;- bat Air..0.6cr a. b2. "0, , ( 10) 164 0 . t. . ( k6 • , 1 • • • , • , . • . , • . ... , •• . i • . • • . .• • 1 • • , • • • . . • • 1 • . • • • • • . . • • • • • • • • • • ■ • • ••• SCALE 4 1020 510 1510 / 52 n 11 to, J o e l'o.c42 T• ...to. Pt., %owl 1 6.0. SHEET NO 4 OF CALCULATED BY ST DATE 5 • 2.1 • 11 CHECKED BY DATE '1 0 Z •C• ■ • VOELKER ENGINEER, INC. 1211 Market Str e KIRKLAND, WASHINGTON 98033 (206) 827.0197 FAX (206) 828.3019 P.wri7Rs1 YG ..I 7Mr mow /7.Mr ri .riyr,ni,71 In iiq. Rr.a Mil IRIU1 R'In 7'ri KAn roe /Qlv 7 . • — - T UIct&I 1 A 9 SHEET NO CALCULATED BY ' DATE 9 -I `91 81101 OF CHECKED BY DATE SCALE Tiu, ..l4.21h .c .45 �..,...:,�. • • } .............:..... cove r 7 */ r/24- • s kr yey;t., b id/ a.`w' L rsi 567 fi& /ad T,u•e • ... VOELKER ENGINEERr 3, INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 8270197 FAX (206) 828-3019 ^ . j • • • • j • . 0 ts•g: l'O.)1. • • I • • 1 . • . ... .•..•• • • • • • . 4 . .. . • • . t . . . r• ... • 4.• 1 4 . . . t • " a e 1 . ...1. I t . ..... i • t ..... .. .: . . . I ! 3 t i ■ I 1 I i . i. . ., . i • 7 ' 7 ( ‘11, i ii 1 , t • J• 1 t le : . .% • I 1 il : , , i , • . 1 ... ../ .. • . I .. a .. r 47. ...... • i I. . ,. 1 Y. .1 . . 4 of; , 1 T t • 1 1 i . l it 7 ‹,...--....... -,06. ', .. • . t.' 1,4 1 6). eS _ ,.... ,.. ' I I i ! 1 ; $ . ; . i ... ... ... ., . . t .. . ... i$ $ i ; $ I : I I I I ■ I I '; i • --• i I..- . 4....... 4." i .. . 4 . • i. i • 3 I .. .; . ... .. .,...... i 1 , : A ; T ; $ $ I ; I i 1 1 ; T — r .. -"t ... -.1-. i.--- I t i • - , • 1 1 • • . . . . I • i . . . . i.. .. ;: .4! . . i. • . : . 4 . . 4. .. t .'. ..... ; .. 4 . ..4,.._ .. : ...i . . . . , $$ . • 1 • 1 ! . 1 . I • 1 1 i I 1 1 • : i • : . : I i • i 1 ; : I i . .. ; .1 4. • • • 1 .. ... .. 4. .. . .. 4 .. • . 4.; .. i • . • t ; I : 1 .. . . . ; . . . i i.... ; • i I I i 3 , 1 , ' • i H ! • *0 • i i ! 1 • ' 3 ; l' 4 . • r 4 • . i 4 4 • • ; . 1 ; . 1 I 0 • . . 4 . 1 1 . . . . • r ' •••• ...... * . . .' .... 7; • • : • • . ! • 1 i . • . i : .1 . a .. • . . . . 4 . . I 1 • • • i • 4 4 .. ... 4 4.4. .. • i . I 4 1 t • ' • . • . 1 : 1 : . • I . . ...: , . .. i .• e • •••i••••••....,•••• • ‘e,....?•,0. ro ), 9 . ........ 4 T d r„, .?0 44.7 . i ! . : : • i I . . I 1 ', 1 I : • . "! • •• i • . i ; , i • . ; : . 1 ; 1 : i . 1 I . . I . : ! ! : • • i I i . i : I. t . ■ . i 1 1 . . : : ' ' !I I • . . : i . i i. i • 7 i • i i . . : I ■ : : : t t ..../ .. .i... I ... • ........ .1 : Oe ,,..4 E j TA.c.ca SHEET HO OF CALCULATED BY C/ DATE CHECKED BY DATE SCALE .. • . . . CHARLES VOELKER ENGINEERING, KIRKLAND, WA #S026200004 Taco Time . 2x6 Stud wail BCAN, V2.00, (C) 1988-89 JACQUES & ASWAD, INC. INPUT DATA E= 1300 ksi No. of Jts.= 3 No. of Elements. Element Data Joint Data Element I Joint X Joint # (in 4 ) # (ft) Restraint 1 21 1 0.00 FREE 2 21 2 . 3.50 PINNED / 3 15.50 PINNED Load Case Description Load Case Description 1 Wind 2 Snow Distributed Loads Load W1 . W2' X1 X2 Case .' .(k/ft) (k/ft) (ft) (ft) 1 0.006 0.006 0.00 15.50 Concentrated Loads, Py Load Py Xp Case (k) (ft) 2 -0.06 1.50 2 0.06 6.50 SHEET 7 OF DATE: 03/27/96 PAGE: 1 BY: CV 1 1'1 0 1 • CHARLES VOELKER ENGINEERING, KIRKLAND, WA #S026200004 Taco Time 2x6 Stud wall BCAN, V2.00, (C) 1988-89 JACQUES & ASWAD, INC. LOAD COMBINATION 1 snow + 1/2 wind CombinedLoads = 1.330 * LC 1 + 1.330 * LC 2 Joint Reactions and Displacements Joint X Rx Ry Mz Rotat. # (ft) (k) (k) (k-in) (in) (rad) 0. 00 .0.00 0.00 1 0.00 2 3.50 3 15.50 . Element Forces and Displacements • 1 0.00 0.00 1 1.50 0.00 1 3.50 0.00 2 3.50 0.00 2 6.50 0.00 2 15.50 '0.00 0.00 -0.05 -0.08 0.00 0.01/ -0.07 -0.05 -0.10 -0.07/ 0.08 0.01 0 -0.3875 0.009311 0 0.0000 0.008765 0 '0.00 -0.006630 Ele. X Axial # (ft) Force Shear Force Moment Y-displ. (k) (k) (k-in) (in) 8 SHEET OF DATE: 03/27/96 PAGE: 2 BY: CV -0 -0.3875 0 -0.2198 -1 0.0000 rl 0.0000 -4 0.2571 0 0.0000 CHARLES VOELKER ENGINEERING, KIRKLAND, WA #S026200004 Taco Time 2x6 Stud wall BCAN, V2.00, (C) 1988 -89 JACQUES & ASWAD, INC. LOAD COMBINATION 2 1/2 snow + wind Combined Loads = 2.660 * LC 1 + 0.910 * LC.2 Joint Reactions and Displacements Joint X Rx Ry Mz Y -disp. Rotat. # (ft) (k) (k) (k -in) (in) (rad) 1 0.00 0.00 0.00 0 - 0.3641 0.008627 2 3.50 0.00 -0.14 0 0.0000 0.008653 3 15.50 0.00 -0.11 0 0.0000 - 0.007877 Element Forces and Displacements Ele. X Axial # (ft) Force Shear Force Moment Y- displ. (k) (k) (k -in) (in) 1 0.00 0.00 0.00 ' 0 0.3641 1 1.50 0.00 0.02/ -0.03 0 - 0.2086 1 3.42 0.00 0.00 -0 - 0.0082 1 3.50 0.00 0.00 -0 0.0000 2 3.50 0.00 -0.14 -0 0.0000 2 6.50 '0.00 -0.09/ -0.03 -4 0.2726 2 8.58 0.00 -0.00 -5 0.3621 2 15.50 0.00 0.11 0 0.0000 Cdts 1 s' 5 7� x1.33 5 ^^ -- ! P 4 9 66/ qt1. 1,470(1- ,i) r } 2 p ) 1 7 SHEET 4 / OF DATE: 03/27/96 PAGE: 3 BY: CV L 1 d/ 17101 . VOELKER ENGINEERIIL INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827 -0197 FAX (206) 828-3019 JOB TACO 7 1 - 1 z LA. 91 (v°) SHEET NO. CALCULATED BY ST OF DATE 5 2 - 1 CHECKED BY DATE SCALE I ',JD p = C.e.C4 zlc.: - - —► Zone- ;. (1 P�^ SCIT--r''!�':. w : w912.T /•ok -TH + LATERAL_ At.la l ` -YSIS 1°194 U. B. N- ( /I i o B e. I I2`Gox. � V .Ib■ IS /ft ( .5 )t 4.8.15 1 7 222. 4 II �+ ( 4.5 ,� (bl.s t 4 &75 2 3114 1 ) + . 41,5 4 . ( 2 2o..) + 12oA (22u'xl IO,ps�` 13.6 Ft� 6+4 ')(i iS' /. G. 63►. 15. (ohL (Io')( (.1.5 ') ,8, 3(. Se Gov% .t lS io r- 1)112EG.TIO.JS b4 ( 1. 3 )(6.4h.) ( 1.0) 13,6�1 ,x 1 20 j I.aT E12 6 4 ArlA1. `(SIS.: 4o r /souT14 ( a ) I3.6 + 14.15 I1 = 39L25 = s , c o .:1b VOELKER ENGINEERIN INC. 1211 Market Street KIRKLAND, WASHINGTON 98033 (206) 827-0197 FAX (206) 828-3019 © 2°l'+ G.5 = 35:5 os- '- 5030 IL . 142.A• 0 I2 13.5 = 15.5 11J 4.1$ 3 = 9.15 ( .. 1,.I ,1w14 EAs /WEST I to v - 4. I2.'t44._ `S I FT o I42 -612) - [ 160 4 414. 15 ( 1 -7...W BS I` 11° Ito HP■14D22 JOB Ti4 Ti•.A�i 1 U 11.1k 4 111 0 9 SHEET NO CALCULATED BY ST CHECKED BY DATE SCALE .os . I� VS i - Z . ` . 5 030 IL SIS j'I < F5c.Dx 3 I t,. w 11 S15(12 -) - �.214� z x,Gs SgIU I (HDBA V rop SO'.5 _ a`,� M �,, � II O.1G 1 0.05`. V .z - , 5 0 � , . 191 r4 < P(, UrLlrr = I`1'1(12) [Ito 41+45 SS = 1,210 Ito ,( I41W-11)22 OF DATE S • 21 .1-1 MARK SHEATHING NAIL SPACING EDGES FIELD 5/8" A.B. Dia. SPACING SOLE PLATE NAILS P3 P6 1/2" CDX ONE SIDE 1/2" CDX ONE SIDE 3" 6" o.c. o.c. 12" 12" o.c. o.c. 24" 48" o.c. o.c. (2) ROWS 16d @ 5" 16d @ 5" t Vpelker Engineering, Inc. 1211 Market. Street Kirkland WA 98033 SHEARWALL SCHEDULE Sheet: L3 Job No. 97109 NOTES: 1. NAIL ALL PLYWOOD WALLS WITH 10d X 2 1/8" LONG (.148" DIA.) NAILS. BLOCK ALL PLYWOOD SHEARWALL EDGES. 2. TYPICAL EXTERIOR - P6 SHEARWALL. 3. TYPICAL ANCHOR BOLTS. 5/8" DIA @ 48 "o.c. (EMBED 7 ") UNLESS OTHERWISE NOTED. 4. ALL FRAMING HOLDOWNS AND CLIPS TO BE SIMPSON BRAND OR EQUIVALENT 5. DO NOT OVERDRIVE NAILS INTO SHEATHING. ROOF & FLOOR SHEATHING ROOF SHEATHING: 1/2" CDX APA RATED PLYWOOD (24/16). LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 10d COMMON (.148" DIA.) AT 6 "o.c. AT PANEL EDGES AND 12 "o.c. AT INTERMEDIATE SUPPORTS. PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4' -0 ". HOLDOWNS PROVIDE HOLDOWNS TO FOUNDATION AT ENDS OF WALLS WHERE SHOWN ON PLANS. USE SIMPSON HPAHD22 TIE STRAPS WITH 10d X 2 1/8" (.148" DIA.) NAILS INTO DOUBLE STUDS LOCATED AT ENDS OF WALL. SIMPSON HD8A.HOLDOWNS WITH (3) 7/8" BOLTS THRU DOUBLE STUDS AT ENDS OF WALL AND (1) 7/8" ANCHOR BOLT INTO CONCRETE WALL. EMBED BOLT 16 ". Transportation and Traffic Engineering. PLANNING • DESIGN MEMORANDUM TO: Glenn Amster FROM: Jeff Schramm Kurt Gahnberg SUBJECT: TUKWILA HOME DEPOT SITE TRIP GENERATION COMPARISON & IMPACT FEES Based on your request, we have calculated the trip generation for the retail pads on the Tukwila Home Depot site. We also looked into traffic impact fees. You can use this information as background for your pre - application meeting with the City of Tukwila on March 5th. Trip Generation Comparison M:.971976501WPWEMI RECEIVED MAR 0 4 1997 LPSL DATE: February 28, 1997 TG: 97850.00 D47•O141 Tr We understand the current proposal is simply to short plat one of the two original pads on the Tukwila Home Depot site. Doing so will allow Taco Time and g -Lube to locate on one of the pads; Les Schwaab is close to opening on the other pad. This analysis compares the trip generation associated with the proposed pad uses to the trip generation estimates for the pads assumed in the December 1992 traffic study for the entire site (Entranco). As shown in Table 1. the proposed uses are forecast to generate fewer new daily and PM peak hour trips then were anticipated in the 1992 study. Daily trips at the driveways would be slightly higher than previously documented, however, their impact on the street system would be less, since a higher proportion of the fast -food trips (Taco Time) are generally pass -by trips. A more detailed table of calculations and assumptions is also attached for reference. RECEIVED CITY OF TUKWILA FILE copy Jug 1 7 4ss7 PERMIT CENTER The TRANSPO Group, Inc. 14335 N.E. 24th Street, Suite 201 Bellevue, Washington 98007 FAX: 206/747.3688 206/641.3881 Glenn Amster February 28, 1997 Page 2 Impact Fees 144:19T978501WPMEM1 Table 1. Trip Generation Comparison - Tukwila Home Depot Retail Pads Comparison Case Average Daily Trips PM Peak Hour Trips 1992 Traffic Study Driveway Trips 2,253 204 Net New Trips 1,690 152 Proposed Uses Driveway Trips 2,320 158 Net New Trips 1,430 98 Difference Driveway Trips ' + 67 Net New Trips - 260 Net new trips represent total driveway trips less pass - by trips. Attachments: Trip Generation Comparison City of Tukwila Ordinance No. 1769 - 46 - 54 Based on this trip generation comparison, no new impacts would be expected above or beyond those previously used as the basis for approval and mitigation of the total site, including the Home Depot. Tr Group We performed a preliminary review of Tukwila traffic impact fees, and found that under the city's Ordinance No. 1769 (shown in Attachment 2), traffic mitigation exists under section 9.48.070 (Traffic Studies & Mitigation). Fairshare mitigation fees are based on a cost per trips basis for specific area and corridors provided in the Transportation Element of the Capital Improvement Plan. Unfortunately, we could not identify a specific fee program from the ordinance. Apparently, Ron Cameron oversaw the calculation of traffic impact fees for development on a case -by -case basis in some context of the City's ordinance. However, since Ron has now gone to the City of Woodinville, current transportation staff at the city were unable to specifically identify their impact fee program at this time. Land Use No. 848 Tire Store Les Schwab Tires Units: ' 1000 gsf Amount: 12.500 Daily (10 X PM Peak) PM Peak In PM Peak Out PM Peak Total Trip Total Rates Trips New Pass -By Trips (25 %) Trips 51.300 640 42% 27 58% 37_ 5.130 64 220 420 8 19 $ 2a 16 48 Land Use No. 840 Automobile Care Center 0 -Lube Units: Service Bays Amount: 2.0 Daily (Estimated) PM Peak In PM Peak Out PM Peak Total Trip Total Daily Pass -By Trips (40 %) New PM Pass -By Trigs (50%1 Dim Rates Trips 40.000 80 46% 6 54% 3 6.000 12 30 50 3 3 3 3 6 6 Land Use No. 834 Fast -Food Restaurant with Drive - Through Window Taco Time Units: 1000 gsf Amount: 2.250 Daily PM Peak In PM Peak Out PM Peak Total Trip Rates Total Trips Daily Pass -By Trips (40 %) New PM Pass -By Trips (47 %1 Trips 710.080 1600 52% 43 48% 3.2 36.560 82 640 960 20 23 ig ,21 38 44 p Land Use No. 820 Retail Shopping Center Units: 1000 gsf Amount: 14.100 Trip Total New Rates Trips Pass -By Trips (25 %) Trips Daily 159.800 2253 563 1690 PM Peak In 50% 102 26 76 PM Peak Out 50% 1 a Za PM Peak Total 14.500 204 52 152 Tri Generation Summary from Entranco Traffic Study Attachment 1 Tukwila Home Depot Trip Generation Analysis December of 1992 - M: \97\97850 \TRIPGEN TRANSPO's Trip Generation Summary for the Retail Pads ! Assuming Trip Generation Characteristics for each separate use Summary of Total Trip Components for Separate Uses Trip Component Daily Trips Total PM Peak Hour Trips (New & Pass -by) In Out Total Pass -by Trips 890 New Trips 1430 Total Trips 2320 31 29 60 75 83 158 File: TRIPGEN,XLS 3/3/97 Tri Generation Summary from Entranco Traffic Study Attachment 1 Tukwila Home Depot Trip Generation Analysis December of 1992 - M: \97\97850 \TRIPGEN TRANSPO's Trip Generation Summary for the Retail Pads ! Assuming Trip Generation Characteristics for each separate use Summary of Total Trip Components for Separate Uses Trip Component Daily Trips Total PM Peak Hour Trips (New & Pass -by) In Out Total Pass -by Trips 890 New Trips 1430 Total Trips 2320 31 29 60 75 83 158 File: TRIPGEN,XLS 3/3/97 City of Tukwila Washington Ordinance No. 1 7� AN ORDINANCE OF THE CITY OF TUKWILA, WASHINGTON, IMPLEMENTING THE LAND USE PERMIT CONSISTENCY AND CONCURRENCY REQUIREMENTS OF RCW CH. 36.70A, ADDING NEW CHAPTERS TO TITLES 9, 14 AND 18 OF THE TUKWILA MUNICIPAL CODE, AMENDING CHAPTERS 18.66 AND 18.70 OF THE TUKWILA MUNICIPAL CODE, REQUIRING A DETERMINATION OF CONSISTENCY WITH ADOPTED PLANS, LAWS AND POLICIES FOR. ALL PERMIT APPLICATIONS, ESTABLISHING PROCEDURES TO DETERMINE WHETHER ADEQUATE UTILITY AND TRANSPORTATION FACILITIES ARE AVAILABLE TO SERVE NEW DEVELOPMENT, AUTHORIZING THE IMPOSITION OF MITIGATION CONDITIONS, AMENDING STANDARDS FOR THE REVIEW AND APPROVAL OF SHORELINE SUBSTANTIAL DEVELOPMENT PERMITS, SUBDIVISIONS, AND ADOPTING STANDARDS FOR THE EXPANSION AND ENLARGEMENT OF CERTAIN UNCLASSIFIED USES. WHEREAS, RCW cb. 36.70A requires that no land use permit applications be approved until a determination has been made that the application is consistent with and carries out the objectives of the Comprehensive Plan, Development Regulations and other applicable laws and regulations, and WHEREAS, RCW ch. 36.70A requires that the City implement procedures to assure that utility and transportation capital facilities necessary to support new development are provided in a manner which is concurrent with the occupancy and use of new development; and WHEREAS, the City Council seeks to provide more specific standards for the review of certain land use permits, • NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, ORDAINS AS FOLLOWS: Statement of Purpose 3 CHAPTER 1- STANDARDS FOR APPROVAL OF PERMITS 3 Section 18.57.010 Determination of Consistency with Adopted Plans and Regulations -Type 1 and 2 Decisions 3 Section 18.57.020 Determination of Consistency with Adopted Plans and Regulations - Appeals of Type 2 Decisions Section 18.57.030 Determination of Consistepcy with Adopted Plans and Regulations - Type 3, 4 and 5 Decisions Section 18.57.040 Additional Findings - Reclassifications and Shoreline Redesignations Section 18.57.050 Additional Findings - Preliminary Plats CHAPTER 2- UTILITY CONCURRENCY STANDARDS. Section 1436.010 Water Supply - Concurrency Determination Section 1436.020 Sewer System - Concurrency Determination Section 14.36.030 Mitigation CHAPTER 3- TRAFFIC.CONCURRENCY STANDARDS Section 9.48.010 Determination of Traffic Concurrency Required Section 9.48.020 Exemptions Section 9.48.030 Level of Service Standards Section 9.48.040 Arterial Classification System Section 9.48.050 LOS Standards for Specific Locations Section 9.48.060 Design of Arterial Improvements; Load Limits Section 9.48.070 Traffic Studies & Mitigation Section 9.48.080 Mitigation of Traffic Safety Hazards Section 18.66.110 Normal upkeep, repairs, and maintenance; replacement of existing structures Section 18.66.120 Expansion of Existing Unclassified Use - Animal Rendering Facilities Section TMC 18.66.130 Performance Standards for Rendering Plants Section 18.70.100 Conditional CHAPTER 5- MISCELLANEOUS Section 501 Severability • Section 502 Effective date and Unclassified Uses 2 6 6 7 8 10 CHAPTER 4 ADDITIONAL STANDARDS FOR UNCLASSIFIED USES 10 10 10 12 . 12 12 tatement of Purpose The purpose of this Ordinance is to establish standards for the approval of certain land use permit applications in the City of Tukwila. This Ordinance also establish standards for. determining whether utility and transportation system improvements necessary to serve new development in the City of Tukwila will be provided concurrently with the occupancy of such new development. These standards are consistent with and adopted pursuant to RCW 36.70.070. CHAPTER 1- STANDARDS FOR APPROVAL OF PERMITS A new chapter 18.57 is added to TMC Title 18 as follows: Section 18.57.010 Determination of Consistency with Adopted Plans and Regulations - Type 1 and 2 Decisions When the Department issues a decision on a Type 1 or 2 decision, the Department or hearing body shall determine whether the decision is consistent with, carries out and helps implement applicable state laws and regulations and the regulations, policies, objectives and goals of the City of Tukwila Comprehensive Plan, the City of Tukwila's Development Regulations and other official laws, policies and objectives of the City of Tukwila. The Department is not required to enter findings of fact or conclusions when issuing Type 1 and 2 decisions, provided that findings of fact and conclusions are required for Shoreline Substantial Development permits. Section 18.57.020 Determination of Consistency with Adopted Plans and Regulations - Appeals of Type 2 Decisions When a hearing body renders a decision on an appeal of a Type 2 decision, the hearing body shall make and enter findings of fact and conclusions from the record which support the decision or recommendation. Such findings and conclusions shall set forth and demonstrate the manner in which the decision or recommendation is consistent with, carries out and helps implement applicable state laws and regulations and the regulations, policies, objectives and goals of the City of Tukwila Comprehensive Plan, the City of Tukwila's Development Regulations and other official laws, policies and objectives of the City of Tukwila. Section 18.57.030 Determination of Consistency with Adopted Plans and Regulations - Type 3, 4 and 5 Decisions When a hearing body renders a decision on a Type 3, 4 or 5 decision, and when the Planning Commission makes a recommendation on a Type 4 decision, the hearing body shall make and enter findings of fact and conclusions from the record which support the decision or recommendation. Such findings and conclusions shall set forth and demonstrate the manner in which the decision or recommendation is consistent with, carries out and helps implement applicable state laws and regulations and the regulations, policies, objectives and goals of the City of Tukwila Comprehensive Plan, the City of Tukwila's Development Regulations and other official laws, policies and objectives of the City of Tukwila. Section 18.57.040 Additional Findings - Reclassifications and Shoreline Redesignations When the City Council makes a decision regarding an application for a reclassification of property or for a shoreline environment redesignation, the decision shall include additional findings which support the conclusion that at least one of the following circumstances applies: A. The reclassification is for the purpose of achieving consistency with the Comprehensive Plan; or 3 • sY.<< i'< n i�C .e]il:Yb'.Wii' �.a....r ............. v.t B. The applicant has demonstrated with substantial evidence that 1. Since the adoption of the last version of the Comprehensive Plan or Shoreline Master Program affecting the 'subject property, authorized public improvements, permitted private development or other conditions or circumstances affecting the subject property have undergone substantial and material change not anticipated or contemplated in the adopted Comprehensive Plan or Shoreline Master Program; 2. The impacts from the changed conditions or circumstances affect the subject property in a manner and to a degree different than other properties in the vicinity such that rezoning or redesignation by means of a generalized amendment to the Comprehensive Plan or Shoreline Master Program is not appropriate; and 3. The requested reclassification or redesignation is required in the public interest. Section 18.57.050 Additional Findings - Preliminary Plats When the City Council makes a decision regarding an application for a proposed preliminary plat, the decision shall include additional findings as to whether. A. Appropriate provisions are made for the public health, safety, and general welfare and for such open spaces, drainage ways, streets or roads, alleys, other public ways, transit stops, potable water supplies, sanitary wastes, parks and recreation, playgrounds, schools and school grounds and all other relevant facts, including sidewalks and other planning features that assure safe walking conditions for students walking to and from school; and B. The public use and interest will be served by the platting of such subdivision and dedication. C. If the City Council finds that the proposed subdivision . and dedication make such appropriate provisions and that the public use and interest will be served, then the City Council shall approve the proposed subdivision and dedication. Dedication of land to any public body, provision of public improvements to serve the subdivision, and/or impact fees may be required as a condition of subdivision approval. Dedications shall be clearly shown on the final plat. CHAPTER 2 - UTILITY CONCURRENCY STANDARDS. A new Chapter 14.36 is added to TMC Title 14 as follows: Section 14.36.010 Water Supply - Concurrency Determination A. All applicants for Type 1, 2, 3, 4 and 5 decisions involving projects which will require domestic water supply and or water for fire flow purposes shall obtain a certificate of water availability from the water purveyor serving the area in which the proposal is located, if the site is served by a purveyor other than the City of Tukwila. The certificate shall confirm that the water purveyor has the necessary water rights and the water system capacity, including such water mains, pump stations and other facilities as may be necessary, to provide domestic water service and fire flow meeting City standards or that such capacity will be available by the time a certificate of occupancy is issued or fire flow is required by the City Fire Marshal to protect combustible construction, whichever is earlier. B. Applications for Type 1, 2, 3, 4 and 5 decisions involving projects which will require domestic water supply from the City of Tukwila shall be referred by the Department of Community Development to the Department of Public Works, which shall determine whether 4 the City has the necessary water rights and the water system capacity, including such water mains, pump stations and other facilities as may be necessary, to provide domestic water service and fire flow meeting City standards or that such capacity will be available by the time a certificate of occupancy is issued or fire flow is required by the City Fire Marshal to protect combustible construction, whichever is earlier. If adequate service is not available, the Department of Public Works shall determine and shall advise the applicant of the improvements which are necessary to provide service meeting City standards. Section 14.36.020 Sewer System - Concurrency Determination All applicants for Type 1, 2, 3, 4 and 5 decisions involving projects which will require domestic sanitary sewer service shall comply with one of the following: A. Submit proof that the applicant has received approval for an on -site sewage system design from the Seattle -King County Department of Environmental Health in accordance with the rules and regulations of the King County Board of Health. B. Obtain a certificate of sewer availability from the sewer purveyor serving the area in which the proposal is located, if the site is served by a purveyor other than the City of Tukwila. The certificate shall confirm that the sewer purveyor has. the necessary sewer system capacity, including such sewer mains, pump stations and other facilities as may be necessary, to provide sewer service meeting City standards or that such capacity will be available by the time a certificate of occupancy is issued. C. Applications for Type 1, 2, 3, 4 and 5 decisions involving projects which will require sanitary sewer service from the City of Tukwila shall be referred by the Department of Community Development to the Department of Public Works, which shall determine whether the City has the necessary sewer system capacity, including such mains, pump stations and other facilities as may be necessary, to provide sanitary sewer service meeting City standards or that such capacity will be available by the time a certificate of occupancy is issued. If adequate service is not available, the Department of Public Works shall determine and shall advise the applicant of the improvements which are necessary to provide service meeting City. standards. Section 14.36.030 Mitigation A. If water or sewer service to a project requiring such service from the City of Tukwila cannot meet City standards with existing facilities, the applicant shall be required to either: 1. complete the improvements required to provide such level of service; or 2. if the City anticipates that the improvements necessary to meet the City's water and sewer standards will be constructed within six years by a public capital facilities project, the applicant may pay a mitigation payment equal to the applicant's fair share of the cost of the improvements necessary to meet the City's water and sewer standards ; or In appropriate cases, mitigation may consist of a combination of improvements constructed by the applicant and mitigation payments. B. In the event that the applicant agrees to complete improvements pursuant to subsection A(1), the applicant shall be entitled to apply to enter into a Latecomer Agreement with the City. 5 CHAPTER 3 - TRAFFIC CONCURRENCY STANDARDS A new Chapter 9.48 is added to TMC Title 9 as follows Section 9.48.010 Determination of Traffic Concurrency Required A. No Type 1, 2, 3, 4, or 5 decision which is subject to this chapter shall be approved unless a determination is made by the appropriate Department that the standards of this chapter have been met. B. For Type I and 2 decisions, the Department of Community Development shall refer the application to the Department of Public Works, which shall determine whether the application complies with City standards regarding traffic concurrency and, if not, what mitigation is required. C. For Type 3, 4, and 5 decisions, the Department of Community Development shall refer the application to the Department of Public Works, which shall determine whether the application complies with City standards regarding traffic concurrency and, if not, what mitigation is required. A statement identifying the required mitigation, if any, shall be incorporated into the staff report required by TMC 18.112.020. Section 9.48.020 Exemptions This chapter shall not apply to single family building permits, multi- family building permits for projects containing four or fewer units, short plats, or any non - residential project that is categorically exempt from SEPA pursuant to TMC 21.04.080, 100, or 110. The Department shall also waive compliance with this chapter for other projects which will not generate new traffic trips. Section 9.48.030 Level of Service Standards A. Level -of- service ( "LOS ") gradations for corridors shall be measured with volume to capacity ratios graded from LOS A to LOS F, as provided in subsection B, and intersections shall be measured in average delays at intersections or average travel speeds on corridors, as determined by the Department of Public Works. B. Volume (V) to capacity (C) ratios shall be used to quantify LOS for corridors as follows: LOS Volume/Capacity A up to 0.6 B 0.6 - 0.7 C 0.7 - 0.8 D 0.8 - 0.9 E 0.9 - 1.0 F greater than 1.0 Level of Service Existing Expanded Access A <7.5 seconds < 7.5 seconds B 7.5 - 15 seconds 7.5 - 15 seconds C 15.1 - 25 seconds 15.1 - 25 seconds . D 25.1- 40 seconds 25.1- 40 seconds E 40.1 - 60 seconds 40.1 - 60 seconds F > 60 seconds 60 - 120 seconds G 120 - 180 seconds H 180 - 240 seconds I 240 - 300 seconds J >300 seconds Street Classification — Principal Use Access access to abutting property Collector Arterial between access & minor Minor Arterial ' between collector & principal Principal Arterial between communities C. . The Department of Public Works may, in its discretion, utilize either a standard LOS gradation system or, in the case of intersections that are experiencing high congestion, an expanded LOS gradation system to evaluate. The LOS gradations for intersections, based on average delays are: Section 9.48.040 Arterial Classification System A. The Tukwila Functional Arterial Classification System, which is in accord with required Federal and Washington State arterial standards, is as follows: B. The Department of Public Works shall classify all streets in the City in accordance with the classifications in Subsection A. Such classifications shall be reviewed and modified as necessary by the Department from time to time. 7 .✓ww. ww.r.i I . Section 9.48.050 LOS Standards for Specific Locations A. A minimum LOS standard of E for traffic capacity shall be maintained, based upon a calculation of average LOS, for the following arterial segments: 1. E Marginal Way (S. 112th St. to North City Limit) 2. Interurban (Southcenter Blvd. to I -5) 3. Pacific Highway S. (S. 152nd St. to Boeing Access Rd.) 4. West Valley Rd (1 -405 to S. 180th St.) 5. Southcenter Parkway south of S. 180th St. B. In the Central Business District ( "CBD ") area, a minimum average LOS level of E shall be maintained. In the. CBD, LOS shall be determined by using the "link" averages for 'the 17 segments defined in the Transportation Element of the Comprehensive Plan. For purposes of this section, the CBD is the area bounded by I -5,1 -405, the Green River, and S. 180 St.) C. A minimum LOS standard of E for traffic capacity shall be maintained, based upon a calculation of LOS for individual intersections and corridor segments for all other minor, collector and principal arterials principally serving commercially zoned property. D. A minimum LOS standard of D for traffic capacity shall be maintained, based upon a calculation of LOS for individual intersections and corridor segments for all minor and collector arterials in predominantly residential areas, provided that for the following arterials, LOS shall be calculated based on the average LOS for the arterial: 42nd Ave. S., S. 160th St., S. 164th St., Macadam, S. 124th St., S. 130th St., S. 132nd St., S. 144th St., 53rd Ave. S., and 65th Ave. S. E. Access streets which exceed 1,000 vehicles per day volume will be evaluated on a case by case basis to determine whether traffic improvements or control measures are required to reduce volumes and provide adequate safety. Section 9.48.060 Design of Arterial Improvements; Load Limits A. Arterial improvements in commercial areas shall be designed to include trucking geometric and loading parameters. B. Trucking will be allowed on all arterials as well as commercial area access streets unless restricted by load limits. Load limits may be used as restrictions following a traffic study. Section 9.48.070 Traffic Studies & Mitigation A. TMC 9.48.050 identifies Level of Service standards for specific areas and corridors that can be maintained by making improvements identified in the Transportation Element based on 2015 "build out" development traffic projections. Level of Service standards are also established for other non - specific arterials and for access streets. B. Fairshare mitigation costs/trip for the specific areas and corridors identified in TMC 9.48.050 are provided in the Transportation Element and subsequent updates of the Capital Improvement Plan. 8 C. Any proposed project which requires a Type 1, 2, 3, 4 or 5 decision and which will generate more than five (5) or more vehicle trips in an AM, noon, or PM peak hour period shall submit, as part of the application process, a trip generation analysis using standard generation rates published by the Institute of Transportation Engineers, other standard references, or from other documented information and surveys approved by the Department of Public Works. In addition, such projects shall submit a trip distribution study, unless the requirement for such study is waived by the Department of Public Works. D. If the trip generation and distribution studies demonstrate that the proposed project will generate five (5) or more additional peak hour traffic trips in a specific area or corridor prior to the horizon year established by the Transportation Element of the Comprehensive Plan established in TMC 9.48.050, impact mitigation fees shall be paid for the fairshare mitigation costs established in the Transportation Element of the Comprehensive Plan or subsequent Capital Improvement Plan. E. If the trip generation and distribution studies demonstrate that the proposed project will generate five (5) or more additional peak hour traffic trips on any non - specific arterial or access street such that the intersection, corridor, or area will be below the Level of Service standards established in TMC 9.48.050, prior to the horizon year established by the Transportation Element of the Comprehensive Plan, the Director of the Department of Public Works shall require, as appropriate to the particular circumstances, one of the following methods for mitigation of the project's traffic impacts: 1. Require the applicant to pay a mitigation payment equal to the applicant's proportionate fair share of the cost of the improvements necessary to restore the intersection(s) arterial(s) or access street(s) to (1) the level of service that would exist at the time the project is completed, but without project traffic, or (2) the level of service standard established in TMC 9.48.050; or 2. Require the applicant to complete the improvements required to restore the intersection(s) arterial(s) or access street(s) to (1) the level of service that would exist at the time the project is completed, but without project traffic, or (2) the level of service standard established in TMC 9.48.050; or 3. In appropriate cases, mitigation may consist of a combination of improvements constructed by the applicant and mitigation payments. If the proposed project does not generate five (5) or more additional peak hour traffic trips at an intersection or corridor which will be below the Level of Service standards established in TMC 9.48.050 prior to the horizon year for the Transportation Element of the Comprehensive Plan, no mitigation under this section will be required. F. A project applicant shall have the right to mitigate all or a portion of the capacity impacts of a project by utilizing capacity mitigation measures, including but not limited to, carpooling and rideshare programs, widenings (roadway, lane, radius), signal improvements, and other capacity improvements. In the event that mitigation measures such as carpooling and rideshare programs are proposed, the applicant shall execute such agreements with the City as are necessary to assure the permanent availability of such programs. G. In the event that the applicant completes improvements which are part of the Circulation System adopted in the Comprehensive Plan and the cost of such improvements exceeds the applicant's proportionate fair share of the cost of such improvements, the applicant shall be entitled to apply to enter into a Latecomer Agreement with the City. :i+.Y• 14,5 Pl., ?..... n :P. H. The Mitigation Payment Schedule for the Transportation Element of the Comprehensive Plan shall be updated every three years or with the annual Capital Improvement' Plan update. Section 9.48.080 Mitigation of Traffic Safety Hazards A. If the Department of Public Works determines that a hazard to safety could reasonably exist as a result of traffic generated by a project, the applicant shall be required to construct the improvements necessary to mitigate the traffic safety hazard regardless of whether the roadway corridor or intersection meets the capacity standards of this chapter. B. If the Department of Public Works determines that there is an existing hazard to safety affecting a traffic corridor or intersection' which will be impacted by traffic from a proposed project and that the improvements necessary to resolve the safety hazard are not a funded project in the Capital Improvement Program and are not already funded for correction from other sources, the applicant shall have the option of (1) constructing the improvements necessary to mitigate the traffic safety hazard, subject to the right to apply to enter into a Latecomer Agreement regarding such project, or (2) postponing the project until such time as a project to correct the safety hazard has been fully funded. CHAPTER 4 - ADDITIONAL STANDARDS FOR UNCLASSIFIED USES A new section TMC 18.66.110 is added to TMC ch. 18.66 as follows: Section 18.66.110 Normal upkeep, repairs, and maintenance; replacement of existing structures Normal upkeep, repairs, maintenance, strengthening, or restoration to a safe condition of any building or structure being used as part of an unclassified use shall not require a new or revised unclassified use permit. The replacement of existing structures with either new structures of equivalent size and/or capacity, or with new structures which do not change the use and do not constitute an expansion or enlargement as described below, shall not require a new or revised unclassified use permit; provided that, in any event, any structure that is non - conforming by reason of its height, bulk, or setbacks shall not be re- constructed in a manner which increases the extent of the nonconformity. Nothing in this section shall modify applicable requirements that such construction work may require a building permit or other construction permits pursuant to TMC ch. 16 (construction codes). A new section 18.66.120 is added to TMC ch. 18.66 as follows: Section 18.66.120 Expansion of Existing Unclassified Use - Animal Rendering Facilities In addition to the structures permitted pursuant to TMC 18.66.110, existing animal rendering facilities shall be allowed to construct new facilities to update and/or modernize such use without needing to obtain a new :or revised unclassified use permit if such construction involves an intensification of the permitted existing facility. For purposes of this section, "facilities" shall refer to all structures, including tanks, processing equipment, buildings and other improvements used in the rendering operation, and "intensification" shall mean new construction shall meet, all of the requirements below. Any proposed new construction which fails to meet one or more of the requirements of intensification shall be considered an enlargement or expansion, and shall require an application for a new or revised unclassified use permit for the facilities which constitute the enlargement or expansion: A. The construction of new facilities shall be considered an intensification and may be permitted without the need to obtain an Unclassified Use Permit (UUP) if: 1. The total area of the site is not increased. 1.0 ..... w. Mr:....... u. Y... tU..• Naatn .aN... 2. The construction of new facilities does not generate more than ten new vehicle trips at peak hour, as determined pursuant to TMC ch. 9.48, related to traffic concurrency. 3. No new facilities are located in the River Environment or Low Impact portion of the Shoreline. 4. The new facilities will comply with the performance standards set forth in TMC 18.66.130. 5. The construction of new manufacturing facilities does not result in more than a 5% cumulative increase in the manufacturing capacity of the processing facility. 6. The construction will not increase the extent of any nonconformity of any structure by reason of its height, bulk or setbacks. B. Any proposed new facility which does not meet criteria Al through A6, above, shall be considered an enlargement or expansion, and shall comply with the provisions of TMC Ch. 18.66, Unclassified Use Permits. C. Whether or not a proposed new facility is considered an intensification or an expansion/enlargement, all other applicable codes such as construction codes, SEPA, etc., shall continue to apply. A new section TMC 18.66.130 is added to TMC ch. 18.66 as follows: Section TMC 18.66.130 Performance Standards for Rendering Plants The following performance standards shall apply to rendering plants, in addition to the performance standards for the applicable zoning district.: A. Any new facilities constructed at a rendering plant which will be used for storage or transmission of liquid or semi - liquid products will be protected by containment facilities capable of preventing the release of any product into surface or ground waters in the event of a spill or breakage. If more than one storage or transmission facility is protected by a containment facility, such containment facility shall be of sufficient size to contain a spill of the largest storage or transmission facility so protected. B. Any new facilities will utilize the best feasible odor abatement control equipment and shall be designed, constructed and operated so that the new facilities will not increase the risk of odor emissions from the site. C. The facility, including both existing and new facilities, shall comply with applicable air pollution control requirements of the Puget Sound Air Pollution Control Agency, including both procedural and substantive standards. D. A copy of the current Spill Prevention Control and Countermeasure Plan (SPCCP) for the new facilities required by the Puget Sound Air Pollution Control Agency shall be on file with the DCD. TMC 18.70.100 and Ordinance 1758, §1(part) are amended as follows: Section 18.70.100 Conditional and Unclassified Uses A legal use does not become nonconforming because the zone in which it is located is changed to a zone which requires a conditional.or unclassified use permit for the use, or because the use is changed from an allowed use to a conditional or unclassified use within the same zone; provided, however, the use may not be allowed or buildings may not be enlarged without first obtaining a conditional or unclassified use permit if required pursuant to requirements of TMC ch. 18.64 or TMC ch. 18.66. the - • • ' ' 11 CHAPTER 5 - MISCELLANEOUS Section 501 Severability Should any section, subsection, paragraph, sentence, clause or phrase of this ordinance be declared unconstitutional or invalid for any reason, such decisions shall not affect the validity of the remaining portion of this ordinance. Section 502 Effective date • This ordinance shall apply to all land use permit applications filed on and after April 1, 1996, except applications for road vacations, landmark designations, and approvals related to the use of public areas or facilities. • PASSED BY THE CITY CO IL OF E IT? OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this / day of 1996. John W. R .Mayor ATTEST/AUTHENTICATED ri4ane E. Cantu ity Clerk Of APPRO D AS TO FORM: e of the City A 6446 FILED WITH THE CITY CLERK: 9-qe" PASSED BY THE CITY COUNCIL: '7— /- PUBLISHED: 7-5-- 9 4 EFFECTIVE DATE: April 1, 1996 ORDINANCE NO.: 7‘7 12 CITY OF TUKWILA SUMMARY OF ORDINANCE NO. /7 '7 • AN ORDINANCE OF THE CITY OF TUKWILA, WASHINGTON, IMPLEMENTING THE LAND USE PERMIT CONSISTENCY AND CONCURRENCY REQUIREMENTS OF •RCW 3H. 36.70A, ADDING NEW CHAPTERS TO TITLES 9, 14 AND 18 OF THE TUKWILA MUNICIPAL CODE, AMENDING CHAPTERS 18.66 AND 18.70 OF THE TUKWILA MUNICIPAL CODE, REQUIRING A DETERMINATION OF CONSISTENCY WITH ADOPTED PLANS, LAWS AND POLICIES FOR ALL PERMIT APPIICATIONS, . ESTABLISHING PROCEDURES TO DETERMINE WHETHER ADEQUATE UTILITY AND TRANSPORTATION FACILITIES ARE AVAILABLE TO SERVE NEW DEVELOPMENT, AUTHORIZING THE IMPOSITION OF MITIGATION CONDMONS, AMENDING STANDARDS FOR THE REVIEW AND APPROVAL OF SHORELINE SUBSTANTIAL DEVELOPMENT PERMTTS, SUBDIVISIONS, AND ADOPTING STANDARDS FOR THE EXPANSION AND ENLARGEMENT OF CERTAIN UNCLASSIFIED USES. On;t././z / /HZ , the City Council of the City of Tukwila passed Ordinance ' No. 7 , i plementing the concurrency requirements of RCW 30.70A. The full text of this ordinance will be mailed without charge to anyone who submits a written request to the City Clerk of the City of Tukwila for a copy of the text. APPROVED by the'City Council at its meeting of Published Seattle Times: ParJane E. Cant / ity Clerk GEOTECH CONSULTANTS, INC. 13256 N.E. 20th St. (Northup Way). Suite 16 I3ellevue, WA 98005 (206) 747.5618 FAX 747 -8561 Taco Time 3300 Maple Valley Highway Renton, Washington 98058 Attention: Jack Love Subject: Geotechnical Engineering Study Proposed Taco Time Restaurant 1 South 180th Street Tukwila, Washington Dear Mr. Love: We are pleased to present this geotechnical engineering report for a Taco Time Restaurant to be constructed in Tukwila, Washington. The scope of our work consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for foundations, retaining walls, and pavements. You authorized our work by accepting our confirming proposal, dated May 22, 1997. The subsurface conditions of the proposed building site were explored with test pits that encountered stiff desiccated organic silt in the upper 2 to 2.5 feet, overlying medium stiff to soft silt and sandy silt. Continuous spread footings may be used to support the planned building, however, the desiccated organic silt layer should be removed from the building footprint and at least 2 feet of structural fill placed under footings. At least one foot of structural fill should be placed under floor slabs. We also recommend one foot of structural fill under new pavement areas. A geotextile fabric should be laid over the exposed native soils prior to placing all structural fills for pavement footing and slab areas. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or if we can be of further assistance during the design and construction phases of this project. Respectfully submitted, GEOTECH CONSULTANTS, INC. James R. Finley, Jr., P.E. Principal RECEIVED CITY OF TUKWILA 0 � :1",0 y �--- q ' 1 .0 �81 FILE COPY pigT CENTER June 3, 1997 JN 97186 �'%'( i '.'tiiWfiS,T,T:tI.91�?:t.`xa: Surface Subsurface SITE CONDITIONS GEOTECHNICAL ENGINEERING STUDY Proposed Taco Time Restaurant 6810 South 180th Street Tukwila, Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed Taco Time Restaurant in Tukwila, Washington. The Vicinity Map, Plate 1, illustrates the general location of the site. Development of the property is in the planning stage, and detailed plans were not made available to us. The site plan provided to us depicts the general footprint of the building and paved areas. We anticipate that the building will be a one -story, slab -on -grade structure encompassing about 2,300 square feet. The subject property is a vacant building lot situated several hundred feet south of the Home Depot store. It is a triangular shaped area of well- maintained grass and shrubs, surrounded on the north, east and west sides by drive lanes in the Home Depot parking lot, and by South 180th Street on the south side. Most of the site is flat except along the east and south sides where the ground rises several feet to South 180th Street and the east entrance into the Home Depot parking lot. An electrical trunk line crosses the northeast corner of the property from southeast to northwest at a depth of about 3.5 feet. Other utilities may also cross the property. The subsurface conditions were explored by excavating two test pits at the approximate locations shown on the Site Exploration Plan, Plate 2. The field exploration program was based upon the proposed construction and required design criteria, the site topography and access, the subsurface conditions revealed during excavation, the scope of work outlined in our proposal, and the time and budget constraints. The test pits were excavated on May 28, 1997, with a rubber -tired backhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soils encountered. "Grab" samples of selected subsurface soils were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plates 3 and 4. The upper 2 to 2.5 feet of soil consists of topsoil and brown, stiff, desiccated organic silt with some sand and gravel. The organic silt is underlain by gray or tan, medium stiff silt with some sand which becomes generally soft and wet at a depth of about 7 feet, Soft gray clay was found at a depth of approximately 12 feet in the southernmost test pit. ',V.sif:Y i /k'kr':; 2:;�i:•:r::'s:; •• <w••, �� y a.x.J: u•N�.:i.L','r.r✓r.. Taco Time June 3, 1997 Groundwater General Conventional Foundations JN 97186 Page 2 The final logs represent our interpretations of the field logs and laboratory tests. The stratification lines on the Togs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. No groundwater seepage was observed in either test pits although wet soils were encountered in both test pits at a depth of approximately 7 feet. However, the test pits were left open for only a short time period. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We anticipate that groundwater could be found between the near - surface, weathered soil and the underlying denser soils and in more permeable soil layers. CONCLUSIONS AND RECOMMENDATIONS Based on the observations made during our site visit and explorations, it is our opinion that the proposed Taco Time Restaurant is feasible from a geotechnical engineering standpoint. The existing organic silty soils should not be relied upon to support foundations or slab -on -grade floors. The proposed building can be supported on continuous conventional foundations that bear on at least 2 feet of structural fill. Independent footings should be avoided wherever possible, as they will tend to settle differentially relative to the surrounding structure. The floor slab should be constructed over at least one foot of structural fill. However, we anticipate that in order to remove the organic silt layer, the entire building footprint will require overexcavation of 2 to 3 feet below existing grade. The structural fill pad should extend at least 2 feet beyond the outside edge of the footings. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. The proposed structure can be supported on conventional continuous and spread footings bearing on structural fill placed above the native medium stiff silt soil after removal of the desiccated organic silt upper soil unit. See the later sub - section entitled General Earthwork and Structural Fill for recommendations regarding the placement and compaction of structural fill beneath structures. We recommend that footings be continuous and that individual spread footings be avoided if possible. Footings should have minimum widths of 12 inches. They should be (IEOTECI( CONSULTANTS, INC. Taco Time June 3, 1997 bottomed at least 12 inches below the lowest adjacent finish ground surface for frost protection. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. The following allowable bearing pressure is appropriate for footings constructed according to the above recommendations. Seismic Considerations Allowable Bearing Condition Bearing Pressure Supported on structural fill placed 2,000 psf above native soil Where: psf is pounds per square foot. A one -third increase in the above design bearing pressure may be used when considering short- term wind or seismic loads. For the above design criteria, it is anticipated that the total post - construction settlement of footings founded on structural fill up to 5 feet in thickness, will be about one to 2 inches, with differential settlements on the order of one inch in a distance of 50 feet along a continuous footing. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil, or surrounded by level, structural fill. We recommend using the following design values for the foundation's resistance to lateral loading: . Parameter Design Value Coefficient of Friction Passive Earth Pressure 0.40 300 pcf Where: 1. pcf is pounds per cubic foot. 2. Passive earth pressure is computed using the equivalent fluid density. We recommend a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above design values. The site is located within Seismic Zone 3 as illustrated on Figure No. 16 -2 of the 1994 Uniform Building Code (UBC). In accordance with Table 16 -J of the 1994 UBC, the site soil profile is best represented by Profile Type S4. The site soils are potentially liquifiable during a significant UGOTI:CII CONSUUI'ANTS, INC. JN 97186 Page 3 Taco Time June 3, 1997 Slabs -on -Grade t.: a.�y. ; %,j wavcn.rhlv.trwmry . aawr van,. JN 97186 Page 4 earthquake. However, the use of a structural fill pad and the relatively light foundation loads should mitigate the effects of seismic liquefaction on the structure. The building floors may be constructed as slabs -on -grade atop structural fill placed over the native, medium stiff silt. The upper layer of desiccated organic silt should be removed prior to placing structural fill. A geotextile fabric should be used between the native silt and the structural fill. The subgrade soil must be in a firm, non - yielding condition at the time of slab construction or underslab fill placement. Any soft areas encountered should be excavated and replaced with select, imported, structural fill. All slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of coarse, free - draining, structural fill with a gradation similar to that discussed later in Permanent Foundation and Retaining Walls. In areas where the passage of moisture through the slab is undesirable, a vapor barrier, such as a 6 -mil plastic membrane, should be placed beneath the slab. Additionally, sand should be used in the fine - grading process to reduce damage to the vapor barrier, to provide uniform support under the slab, and to reduce shrinkage cracking by improving the concrete curing process. We recommend placing concrete slabs over at least 1 foot of structural fill to provide more uniform support for the slab where the subgrade is soft or settles more rapidly than the surrounding ground. Isolation joints should be provided where the slabs intersect columns and walls. Control and expansion joints should also be used to control cracking from expansion and contraction. Saw cuts or preformed strip joints used to control shrinkage cracking should extend through the upper one - fourth of the slab. The spacing of control or expansion joints depends on the slab shape and the amount of steel placed in it. Reducing the water -to- cement ratio of the concrete and curing the concrete, by preventing the evaporation of free water until cement hydration occurs, will also reduce shrinkage cracking. Permanent Foundation and Retaining Walls Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended design parameters are for walls that restrain level backfill: Parameter Active Earth Pressure* Passive Earth Pressure Coefficient of Friction Soil Unit Weight Design Value 35 pcf 300 pcf 0.40 130 pcf Where: 1. pcf is pounds per cubic foot. 2. Active and passive earth pressures are computed using the equivalent fluid densities. GEOTECI I CONSULTANTS, INC. Taco Time June 3, 1997 Excavations and Slopes For restrained walls that cannot deflect at least 0.002 times their height, a uniform lateral pressure equal to 10 psf times the height of a wall should be added to the above active equivalent fluid pressure. JN 97186 Page 5 The values given above are to be used to design permanent foundation and retaining walls only. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above recommended values to design the walls. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharge slopes or loads, such as vehicles, will be placed behind the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Also, if sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assumes that the backfill will be well- compacted in lifts no thicker than 12 inches. No excavated slopes are anticipated other than for utility trenches. However, excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet may be attempted vertically in unsaturated soil, if there are no indications of slope instability. Based upon Washington Administrative Code (WAC) 296, Part N, the soil type at the subject site would be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper than 1:1 (Horizontal:Vertical), extending continuously between the top and the bottom of a cut. Excavation into the wet soils below a depth of about 7 feet will require shoring and dewatering. The above recommended temporary slope inclination is based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that the wet silt and sandy silt soils can cave suddenly and without warning. Utility contractors should be made especially aware of this potential danger. All permanent cuts into native soil should be inclined no steeper than 2:1 (H:V). Fill slopes should not be constructed with an inclination greater than 2:1 (H:V). Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. (JEOTGCII CONSULTANTS, INC. It kA:;<q Taco Time June 3, 1997 Drainage Considerations Pavement Areas We recommend the use of footing drains at the base of footings, where (1) crawl spaces or basements will be below a structure, (2) a slab is below the outside grade, or (3) the outside grade does not slope downwards from a building. We do not anticipate that foundation drains will be required for this structure. Drains if required, should also be placed at the base of all backfilled, earth- retaining walls. These drains should be surrounded by at least 6 inches of 1- inch - minus, washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least as low as the bottom of the footing, and it should be sloped for drainage. Drainage should also be provided inside the footprint of a structure, where (1) a crawl space will slope or be lower than the surrounding ground surface, (2) an excavation encounters significant seepage, or (3) an excavation for a building will be close to the expected high groundwater elevations. We can provide recommendations for interior drains, should they become necessary, during excavation and foundation construction. All roof and surface water drains must be kept separate from the foundation drain system. For the best long -term performance, perforated PVC pipe is recommended for all subsurface drains. Wet soils were observed at a depth of about 7 feet during our field work. If seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to the building should slope away at least 2 percent, except where the area is paved. All pavement sections may be supported on 12 inches of structural fill placed over native soils. The filled subgrade must be in a stable, non - yielding condition at the time of paving. Geotextile fabric should be laid over the excavation floor prior to placing structural fill. We recommend using Supac 5NP, manufactured by Phillips Petroleum Company, or a non -woven fabric with equivalent strength and permeability characteristics. In most instances where unstable subgrade conditions are encountered, 12 inches of granular, structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evaluated by Geotech Consultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in a later sub - section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt- treated base (ATB). We recommend providing heavily loaded areas with 3 inches of AC over 6 inches of CRB GEOTECII CONSULTANTS, INC. JN 97186 Page 6 Taco Time June 3, 1997 or 4 inches of ATB. Heavily loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. Where the subbase is composed of silty, water - sensitive soil and irrigated landscaping is adjacent to and at an elevation higher than the pavement, we suggest installing perimeter drains to intercept the water that would otherwise saturate the pavement subbase. The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. Some maintenance and repair of limited areas can be expected. To provide for a design without the need for any repair would be uneconomical. General Earthwork and Structural Fill All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The desiccated organic silt should be removed from the building area prior to placing structural fill. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. We recommend laying a geotextile fabric such as Supac 5NP, manufactured by Phillips Petroleum Company, or a non -woven fabric with equivalent strength and permeability characteristics, prior to placing structural fill in building or pavement areas. Structural fill is defined as any fill placed under a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not compacted to specifications, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: Minimum Location of Fill Placement Relative Compaction Beneath footings, slabs, 95% or walkways Behind retaining walls 90% Beneath pavements Where: GEO'TECI I CONSULTANTS, INC. 95% for upper 12 inches of subgrade, 90% below that level JN 97186 Page 7 AV1{n'1 aw 4Lw tit NI Taco Time June 3, 1997 Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -78 (Modified Proctor). LIMITATIONS ADDITIONAL SERVICES JN 97186 Page 8 On -site soils are not suitable for structural fill, including utility backfill in structural areas. All fill will need to be imported, with on -site soils being suitable for reuse only in non - structural areas, such as landscaping. Ideally, structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three - quarter -inch sieve. The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil encountered in the test pits is representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Taco Time and its representatives for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and selective laboratory testing and engineering analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend including this report, in its entirety, in the project contract documents so the contractor may be aware of our findings. In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the intent of contract plans and specifications, and to provide recommendations for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would Gt OTECII CONSUI,'ANTS, INC. not include the supervision or direction of the. actual .work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor: The following plates are attached and complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plate 3 . Test Pit Logs W e appreciate the opportunity to be of service on this project. If you have any questions, or if we . may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. JN 97186 Page 9 JRF /MRM:mmm IEXPIRES 8/ 17/ q7 1 James R. Finley, Jr., P.E. Principal Marc R. McGinnis, P.E. Associate GEO'1'ECII CONSULTANTS, INC. b /J 45TH C S R TE OR N COAPpRAT OR S • ______ CO17,11.7N7i1 LAND. - grairn — EMERGENCY CENTER . I • sEGAti_po I 1 2: 2t , P';ctsvE s --.4--PB- - 7-- 4 I:I • P 4.,/ , a S ut.7-4Qp V ■ , P ki I 4 -e- 57 i ..4.1.6011 1 x S 188TH ST TOISN.T.LQR • • 190TH 181ST U) 182ND S 190TH ST 194TH ST N N_ S I92ND - — ST — - >._ _ — .._,I• _ ..,. Lu — ...: ` .4 4 r ..., T 22 S V-- 194TH o 13 8 < ST > KENT z .._ x *3 ■10`. \ `...... . I I 196TH ST .4 ' CTI ii - RI,1 I ' VI S IAN ST ?•T ct -$42 , il j I I A o 9 I I S BOEING AEROSPACE CENTER .:t. (., 01 S H S , -il -ii v... S RENTON VILLAGE PL SE III I92N ST El SE 194THA 'I. j SE 15.1514 I 5 ' I I lo 200TH , ISE 200T ST I Rohr: 1 ' • , LEGEND: Mb„MMMM. APPROXIMATE TEST PIT LOCATIONS GEOTECH CONSULTANTS TP -2 0 , .PROPOSED TACO TIME . BUILDING AREA TP -1 S 180th STREET SITE EXPLORATION PLAN' 68X • S 180th STREET TUKWILA, WA ✓00 .'o,. 97188 DC,, JUNE 1097 Rotor I 2. • . i*Fil:lthith•gl « >Yr..rtYiuwu: 10 15 10 15 ' . . '3 Go ▪ • 4� ° , y` ` oc G USCS USC 1 ,1. . 1, TEST PIT 1 Gray SILT with sand, moist, loose - becomes wet and soft - becomes clayey TEST PIT 2 - becomes wet and soft to medium -stiff - becomes gray and sandy • _ GEOTECH *e CONSULTANTS, INC. Job No: 97186 Description Tan to brown, organic SILT with sand, dry, stiff, desiccated Test pit terminated at 13.5 feet below grade on May 28, 1997. No groundwater seepage encountered during excavation. Heavy caving observed below 7 feet. Description Tan to brown, organic SILT with some gravel and sand, dry, stiff, desiccated Gray SILT with sand, low plasticity, moist, medium -stiff - becomes brown with trace organics, stiff Test pit terminated at 12 feet below grade on May 28, 1997. No groundwater seepage encountered during excavation. Encountered power lines in conduit at a depth of 3.5 feet. TEST PIT LOGS 68XX SOUTH 180th STREET TUKWILA, WA Date: MAY 1997 Logged by: Plate: DBG 3 Building Permit Plans Checklist 1 994 Washington State Ehetgy Coda ComWunce Forms ENV -CHK April 1994 Project Address - r p cto 'r ME geS"I'At)I N-t 602510 SooTh\ 1 5 0 10 5T iDate rJE 4 r " ' The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. V t(1 '0 f Applicability (circle one) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTSJSections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat to yes no n.a' Electric resistance dii) no n.a. Other Indicate on plans that electnc resistance heat is not allowed A • 0 yes no OD 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation es no n.e. 1311.1 Insul, Installation Indicate densities and clearances A-5 no n.a. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if cave vents installed; Indicate face stapling of faced batts A-5 .Q no n.a. 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; A - G > yes no ta) 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents ,CZZO no n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected A - S ' yes no .a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate stab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official © no n.a. 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area A• 2 yes no n.a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, If values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings A• 2" 412(;) no n.a. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessa A- 2 1313 Moisture control es no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side A-S ail no n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard, with sealed seams for non -wood strut. A-S , e s no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A- yes no n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section yes no n.a 1313.5 Crawl space yap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage ® no n.a. /es no n.a. 1314.1 1314.2 Bldg. envel, sealing Glazing/door sealing Indicate sealing, caulking, gasketing, and weatherstnpping Indicate weatherstripping A - O yes no fin. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 out•ut if necessa p no is circled for any question, provide explanation: 1994 Washingt_ State Nonresidential Energy Cod 'ompliance Form RECEIVED CITY OF TIUKWILA FILE COPY PERMIT CENTER Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roots Over Attic T X 100 = — All Other Roofs Applicant Address: I €oo (Si Rive t JE -I 1iuE WA'% R•30 Opaque Walls Ic • 141 Below Grade Walls — Floors Over Unconditioned Space — Slabs-on-Grade R.10 Radiant Floors — Maximum U- factors Opaque Doors . 400 Vertical Glazing •'.10 Overhead Glazing . - Maximum SHGC (or SC) Vertical/Overhead Glazing I Space Heat Type ❑ Electric resistance 4 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing T X 100 = Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Project Info project Address —rdo - TIME Pz5 rptu ek , t - T Date JUNE 4, 1911 610 Sou I toll sT. For Building Department Use TUKWIL.A , WA n8I36 Applicant Name: M ffiZin y ) f1 A NrrF -T Applicant Address: I €oo (Si Rive t JE -I 1iuE WA'% Applicant Phone: C4Z5) ?4 1- 3111 m (4Z5) 147 - 710 1994 Washin • totate Nonresidential Ener• Code' rn • liance Form Envelope Summary Climate Zone 1 ENV -SUM 1991 Washington State Nonresidential Energy Code CornPaance Fors ADM 1994 Project Description I X New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option 1 51Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Semi - heated space' Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U -factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC z 9.0 Btu/11 below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor Project Info Project Address -r o e�:.5 - r�t�� 'r Date � �., � eti I (O S IO OotN i e)O s f, For Building Department Use - TU K1.11 A , w A 'i 8185 Applicant Name: ME 6 -K- Lt: za ct. r -- ,� I Applicant Address IG 1 O Ti } R. NSE 5iJ -E 100 saiE ll% WA`1896 Applicant Phone C47$174,7.3 -fl rplC (42.6) 741. 7141 g g Location Allowed (floor /room no.) Occupancy Description Watts per R .. Area in 117 Allowed x Area FAST roov E5 & MDZI 1.5 4 1 6 1Lv 1494 •• From Table 15 -1 (over) - document all exceptions taken from footnotes Total Allowed Watts 1414 Location Number of Watts/ Watts (flooriroom no.) Fixture Description Fixtures Fixture Proposed R I R "'SeO GA+.1 1A4K - FLuag. _ W c. 10 IS 130 R2 INGAt.It7 P f b (. tvvopflep,At .bX h'Qr 1 AIo• c.�La t.I4 mtwl3t f 3C !0 40 240 F 1 2x4 - TWo - ruriE f .tioe.. r-► • 13 �0 10 Fs FL eocr D� Moo f EP ;,' at - E . • 1 ( C. t.1O• WAIL ' ex,k)CC 40 SD Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1490 Allowed Watts Area in ft Allowed Watts Location Descnption per 11 or per If (or If for perimeter) x ft (or x If) Covered Parking 0.2 W/ft Open Parking E'�-CI►4 -(p TetAAM4 0.2 W /ft Outdoor Areas 0.2 W /R Bldg. (by facade) 0,25 W /ft Bldg (by perm) 'WE, ( 7 5 W/U 205 LA 1537 Note for building exterior, choose either the facade area or the penmeter method, but not both) Total Allowed Watts 15 r 31 Number of Watts/ Watts Location Fixture Descnption Fixtures Fixture Proposed SDr 1 (n1 GHn1D �s • cf UG r1 25 , a 13 So Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1150 4 1994 Washin•ton State NonreFi�iential Ener. CodeCom•Iiance Form Lighting Summary LTG -SUM , 99a'+�ashmgton State Nomesmenuai E'.'t Coee Compliance Fpm% Project Description IX New Building ❑ Addition ❑ Alteration Compliance Option .6 Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans ) Alteration Exceptions (check appropnate box) ❑ No changes are being made to the lighting ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed LihtinWattage (Interior) Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Intenor) Maximum Allowed Lighting Wattage (Exterior Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) *phi 1994 `BILE COPY D9 ?- Old/ OUR JOB NO. 6131 JUNE 9, 1997 Prepared By: BARGHAUSEN CONSULTING ENGINEERS, INC. 1821 5 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 (EXPIRES 10/10/ I RECEIVED CITY OF TUKWILA �fl b' 19g PERMIT CENTER &HA(' ' CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 7�err . 4 r,NQ eNao APPENDIX Exhibits and Figures 1.0 SCOPE OF WORK Our work includes the following tasks: 2.0 GENERAL INFORMATION • Verify design parameters for stormwater conveyance, detention, and treatment for this project, realizing that this area is located within a floodplain of the Green River and may require special flood control measures. The proposed project lies in a portion of Section 35, Township 23 North, Range 4 East, Willamette Meridian, within the City of Tukwila. Based upon a more localized description, the property lies in the northwest corner of South 180th Street and James Christensen Road, within the Home Depot parking lot. A vicinity map is found within the Appendix of this report. The project site is irregular in shape, with an approximate area of 0.84 acres, a good portion of which will remain as existing, basically parking lot surfaces. The site is currently partially developed and some grass exists over part of the site. Approximately half of the site is a pervious surface and is fairly level with a slight gradient to the north. The proposed project is to construct a single -story wood frame Taco Time restaurant. Under existing conditions, the site consists of approximately 15,700 square feet of pervious surface and 20,890 square feet of impervious surface. Under developed conditions, the site will increase the amount of impervious surfaces to 32,390 square feet and the amount of pervious surfaces will decrease to 4,200 square feet. The City of Tukwila has determined that detention will not be required for this project. However, since the site is within the floodplain of a stream, as determined by FEMA, our finished floor must be above a certain elevation, deemed to be elevation 25.5, as dictated by the City of Tukwila. Our designed finished floor elevation is 23.6, less than the elevation 25.5 by almost 2 feet. As required by the City of Tukwila, Flood Control Ordinance No. 1462, special flood control measures must be utilized on the design of this building in order to prevent flooding of the building during a peak runoff event. Those flood proofing measures include waterproofing the walls of the building up to a certain elevation, deemed to be 25.5, and allowing for the placement of check dams in the doorways of the building to form a watertight seal to prevent flood water from entering into the building. No storm drainage pipe is being added with the design of this project except roof downspouts and tightlines to the existing storm drainage system. Therefore, no conveyance calculations are required for this project. However, we have prepared a map depicting contributing drainage areas to the existing catch basin system. Please see the Appendix for this information. Since an oil /water separator is located on the downstream drainage system prior to exiting the Home Depot site, treatment of stormwater will not be required for this project. 6131.001 (llljssj .m m mm p�m ' - . SCUM 115041 SNIT ti$ L* O o S5 fo PROJECT NAME DEPT N 1 DING DIIVISION P IC WOR REVIEWERS INITIAL REVIEWERS INITIAL 9.,,, nitt cw6 rwfroi' Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0181 TACO TIME — CORRECTION #1. l0 PREVENTION s TURAL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE I ! COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master Cale & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED 17 APPROVED W/ CONDITIONS DATE DATE xv. ww wl + mwxM+ rx... wa.... u. x�..... w+. u+..+••+.. w.... +.wtxnwar�..rm+�.'T.wNfnCM'fi�:a 2lW.'1..• ` DATE 8/19/97 G DIVISION OORDINATOR gm DUE DATE 8/21 /97 NOT APPLICABLE NO FURTHER REVIEW REQUIRED El DUE DATE 9/04/97. NOT APPROVED (attach comments) Q CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS DATE DUE DATE NOT APPROVED (attach comments) 0 (Cerdfiarion of occupancy requited. COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL APPROVED REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0181 PROJECT NAME TACO TINE — CORRECTION #1 DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PUBLIC WORKS f ! STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE El NOT COMPLETE CORRECTION DETERMINATION: APPROVALS OR CORRECTIONS: (tea days) APPROVED W/ CONDITIONS DATE DATE 000mmemommI C DATE B /Z IA 7 DATE .8149/97 PLANNING DIVISION PERMIT COORDINATOR 1 DUE DATE 8/21/97 NOT APPLICABLE TUES /TEURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF L I (If routed by staff, make copy to master file & enter Sierra.) DUE DATE 9/04/97. APPROVED n APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) NOT APPROVED (attach comments) DUE DATE (C:rdfica.doa of occupancy rtquirsd. ) is :^.:ia ^ •i;::iiati'. +s•'Ji i'F} ti4 :nr+4 ,. Aaa;ftioloOsslan ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE r NOT COMPLETE COMMENT'S TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRE ROUTED BY STAFF APPROVED , REVIEWERS INITIAL APPROVED REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP D97 -0181 TACO TIME — CORRECTION 11 (If routed by staff, make copy to master file & enter Sierra.) FIRE PREVENTION 1111 PLANNING DIVISION' C STRUCTURAL .PERMIT COORDINATOR fl t APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED W/ CONDITIONS 11. NOT APPROVED (attach comments) APPROVED W/ CONDITIONS DATE DATE vrelK'6ItaV>i`d1R` W 11.1! it?*trYtt r 3wer f xt r »wWoltr'7..:.N: DUE DATE 8/21/97 DATE l2? DATE 8/19/97 DUE DATE 9/04/97• DUE DATE NOT APPROVED (attach commeats) C (Certification of occupancy rcquitsd. ) • , ' E':. 1`»�+'2'.�12hA7Ytsk�n.w..,,w+.� ACTIVZT Y NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION niur W.unr saneaa 31,46tAss:amttmw + kr rm mn wo- ....,.. PLAN REVTF,W / ROUTING SLIP PUBLIC WORKS I ! D97 -0181 DATE 8/19/97 TACO TIME — CORRECTION #1 FIRE PREVENTION STRUCTURAL n DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS TUES /T73URS ROUTTi iG: PLEASE ROUTE ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL AA1 DATE gird' ) APPROVALS OR CORRECTIONS: (tea days) APPROVED APPROVED C:ROUTE -F REVIEWERS INITIAL /4N) REVIEWERS INITIAL NOT COMPLETE APPROVED W/ CONDITIONS CORRECTION DETERM] IATION: APPROVED W/ CONDITIONS DATE DATE PLANNING DIVISION' r PERMIT COORDINATOR f I DUE DATE 8/21/97 NOT APPLICABLE NO FURTHER REVIEW REQUIRED- DUE DATE NOT APPROVED (attach comments) :: SRRY+ S!. Ytw�i7! fitYy J!1�Y'tYfMlt's:t ? 9/04/97. DUE DATE NOT APPROVED (attach comments) Q (Ccrtificadon of occupancy rcquircd. ) ikWir' s'^ �tuia?: SF� it"' V.ECSt }`:"eS�Y COMMENTS • REVIEWERS INITIAL T: tRSVAw��`>- Af'. 7reiti ;FM' '!1Ctiiintflar. ✓ o-li.+F::V, ! Xdu: t'- IDW�,'Afir7�,lSatilY,q`GT3Pfi+'�4' PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0181 PROJECT NAME TACO TIME — CORRECTION #1 DEPARTMENT: BUILDING DIVISION T FIRE PREVENTION f l PLANNING DIVISION PUBLIC WORKS 111 STRUCTURAL n PERMIT COORDINATOR DETERMINATION OF COMTLETENESS: (T,Th) COMPLETE E NOT COMPLETE TUES /Tff(J S ROUTING: PLEASE ROUTE )4% NO FURTHER REVIEW REQUIRED ROUTED BY STAFF (If ff, make copy to master file & enter Sierra.) REVIEWERS DATE APPROVALS OR CORRECTIONS: (ten days) AS: p i Ji NC? C-4,/ T Pa- C. 7R(C) S s.�,�°•5� APPROVED l l APPROVED W/ CONDITIONS NOT APPROVED (attach comments) CORRECTION DETERMINATION: APPROVED C APPROVED W/ CONDITIONS DATE REVIEWERS INITIAL DATE DUE DATE 8/21/97 NOT APPLICABLE DATE 8/19/97 DUE DATE 9/04/97. 0 3 r7 r DUE DATE NOT APPROVED (attach comments) 0 (C:reaxiom of occupancy required. ) ACTIVITY NUMBER PROJECT NAME DE PARTMENT: n IkUILDING DIVISION t nl-eq Cr 9417 PUBLIC WORKS REVIEWERS INITIAL C:ROUTE -F Irm oord. PLAN REVIEW / ROUTING SLIP Dctie. OIL 1 DATE (o• I1• q The.o TI FIRE PREVENTION V r 1 4I 3/( STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Eg NOT COMPLETE Ej COMMENTS TUES /THURS ROUTING: PLEASE ROUTE d NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 7 3 • 97 f',1c1t) APPROVED El APPROVED W/ CONDITIONS E NOT APPROVED (attach comments)." PICttin CO((eCtitn Lek *- rY) 01 -�C� REVIEWERS INITIAL DATE p Chi. CORRECTION DETERMINATION: APPROVED l l APPROVED W/ CONDITIONS fl REVIEWERS INITIAL DATE it rcr 015 PLANNING Ow lea PERMIT COORDINATOR I DUE DATE NOT APPLICABLE 0 DUE DATE 6•19• NOT APPROVED (attach comments) (Certification of occupancy requitsd. ) REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F N ACTIVITY NUM1ER iY41 DEPARTMENT: BUILDING DWISION 11 FIRE PREVENTION PUBLIC WORKS fl STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPRO REVIEWERS INITIAL CORRECTION DETERMINATION: DATE PLAN REVIEW / ROUTING SLIP PROJECT NAME Tc.o TIME ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) DUE DATE NO FURTHER REVIEW REQUIRED DATE 6 n..,r�. srr+•.m��wra:. -+ you..• rs�, w. nn,• as: m. r,..:. w.. a .v... ..+•nn•hovCtt , YJtv�sir� ,., PLANNING DIVISION PERMIT COORDINATOR Q NOT APPLICABLE 0 1 DUE DATE '7 3 • 17 D W/ CONDITIONS NOT NOT APPROVED (attach cowmen DATE Z+ DUE DATE (Certification of occupancy required. DATE (o• 11. a 1 APPROVED 0 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 .des � }��•�� nr.;j .:�:�. +<r ' } r��, DEPARTMENT: BUILDING DMSION PUBLIC WORKS COMMENTS PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER IYV1'OI1 DATE 6 a 91 PROJECT NAME a co M E 41 S. Q DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE (9/ 9 COMPLETE NOT COMPLETE p NOT APPLICABLE PI en 5.e. a 5 ' r) address . TUES /TECURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRE — ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 69)0 L APPROVALS OR CORRECTIONS: (ten days) APPROVED p REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS DATE DATE ;lerna , W137.701‘,111,..44 , 11 - V'+NNtm !,x « mnu.nmx+m vt'Af +'cf:9' 19'44V41 FIRE PREVENTION PLANNING DIVISION STRUCTURAL PERMIT COORDINATOR 0 DATE 23A 7 DUE DATE 7 3 7 NOT APPROVED (attach comments) p (4910131q DUE DATE (Certification of occupancy required. ) • tx,.... »..«.......,........,,_» w .n......»�.,.adrt.,.xw,.R,�» �... e..r.a- .•. n.. REVIEWERS INITIAL REVIEWERS INITIAL ilk) k) C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER DQri . O I g 1 DATE 6 "• 97 PROJECT NAME T(.O TIME DEPARTMENT: BUILDING DIVISION 0 FIRE PREVENTION Q PLANNING DIVISION i PUBLIC WORKS 0 STRUCTURAL 0 PERMIT COORDINATOR Ei DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE WI NOT COMPLETE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF Ej (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED 1 APPROVED W/ CONDITIONS DATE I APPROVED I 1 APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) 2 DATE 7 /111 r 1 DUE DATE � 7 NOT APPLICABLE Ej NO FURTHER REVIEW REQUIRED REVIEWERS INITIAL DATE DUE DATE 1 3 • 17 DUE DATE NOT APPROVED (attach comments) (Certification of occupancy required. ) t I REVIEWER REVIEWERS INITIAL C:ROUTE -F DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED ' Ej APPROVED W/ CONDITIONS DATE PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER I)1 OI S 1 DATE (0- IT GI/ PROJECT NAME Tc.o TIM E DEPARTMENT: BUILDING DIVISION FIRE PREVENTION n PLANNING DIVISION El PUBLIC WORKS a STRUCTURAL El PERMIT COORDINATOR El COMPLETE NOT COMPLETE El NOT APPLICABLE El COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF staff, make copy to master file & enter Sierra.) 6, APPROVED El APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) S, j eiterbt. DATE / 2 � _� 7 REVIEWERS INITIAL DATE DUE DATE to -/ / • DUE DATE 1 3 • 7 DUE DATE NOT APPROVED (attach comments) Q (Cerd1 radon of occupancy required. ) • ?awW Cooaiardtdr Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0181 PROJECT NAME TACO TIME DEPARTMENT: BUILDING DIVISION ❑) FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR in DETERMINATION OF COMPLETENESS: (T,Th) P�w�n1 ` DUE DATE 6/12/97 COMPLETE rJ NOT COMPLETE T APPLICABLE ❑ COMMENTS La c f \ n c ompld ' O p1 i co on IYl Gli 1p o) • • •IV TUES /THURS ROUTING: PLEASE ROUTE ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL I I APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) Q REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED I I APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE DATE 6/09/97 NO FURTHER REVIEW REQUIRED ❑ DUE DATE 6/26/97 DUE DATE (Certification of occupancy required. ___ ) PUBLIC WORKS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F �. L PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0181 PROJECT NAME TACO TIME DEPARTMENT: BUILDING DIVISION r FIRE PREVENTION STRUCTURAL E I J DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE P NOT COMPLETE E COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) I APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS DATE ( (Z I APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) DATE DATE PLANNING DIVISION DUE DATE 6/12/97 NOT APPLICABLE DATE 6/09/97 DUE DATE 6/26/97 C PERMIT COORDINATOR Q DUE DATE NOT APPROVED (attach commenu) Q (Certification of occupancy required. ) VXMI! ki 71"aCia i ktiVas ACTIVITY NUMBER D97 -0181 PROJECT NAME TACO TIME DEPARTMENT: Plada. Pq'i Pddr. - r600 1 BUILDING DIVISION FIRE PREVENTION PUBLIC WORKS L • 3'izgz ,=`: dASM7 .�!5,fl!dY:;�74Y7.+S�V.�w1°, :i .95," uriimArr'iZto PLAN REVIEW / ROUTING SLIP DATE 6/09/97 PLANNING DIVISION , STRUCTURAL PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 6/12/97 COMPLETE n NOT COMPLETE [ NOT APPLICABLE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL /4 31/11 S )' DATE c `/ — f 7 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 6/26/97 APPROVED n APPROVED WI CONDITIONS C NOT APPROVED (attach comments) Q REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED Q REVIEWERS INITIAL C:ROUTE -F DATE DATE DUE DATE APPROVED W/ CONDITIONS NOT APPROVED (attach comments) U (Certification of occupancy required. ) • ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DWISION T PUBLIC WORKS COMPLETE REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP D97 -0181 TACO TIME FIRE PREVENTION n , STRUCTURAL ❑ DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE E! NOT APPLICABLE coMMENTs N 0 . N - ttilco - tft � TUES /TIIURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) L I APPROVALS OR CORRECTIONS: (ten days) APPROVED Fl APPROVED WI CONDITIONS NOT APPROVED (attach comments) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED D APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE DATE 6/09/97 PLANNING DIVISION PERMIT COORDINATOR DUE DATE 6/12/97 DUE DATE 6/26/97 DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy rcquixed. ) COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F t,6 a�M ACTIVITY NUIVIBER D97 - 0181 PROJECT NAME TACO TIME DEPARTMENT: CORRECTION DETERNIINATION: APPROVED Q APPROVED W/ CONDITIONS 4�+".s"..'IF' "Plf.' rYlC�i:M'!'a^Y31 DETERMINATION OF COMPLETENESS: (T,Th) COMPLh rE NOT COMPLETE E PLAN REVIEW / ROUTING SLIP BUILDING DIVISION FIRE PREVENTION E PLANNING DIVISION E PUBLIC WORKS • STRUCTURAL n PERMIT COORDINATOR NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE ft NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF n (If routed b ff, make copy to master file & enter Sierra.) DATE 6/&/f7 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 6/26/97 APPROVED n APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) DATE r •111111■ NOT APPROVED (attach comments) REVIEWERS INITIAL DATE DATE 6/09/97 DUE DATE 6/12/97 DUE DATE (Certification of occupancy required. ) • John W. Rants, Mayor Ross A. Earnst, P. E., Director TO: Kelcie Peterson, Permit Coordinator FROM Joanna Spencer, Public Works Department DATE: December 1, 1997 • SUBJECT: Taco Time 6820 South 180th Street " Revision for providing water service coming from the driveway in front of Les Schwab Tires submitted to Public Works on November 21, 1997 has been approved by Public Works on December 1, 1997. The above revision shall be incorporated in the future "as-built" plans. Attachment a/s JJS/jh City of Tukwila Department of Public Works Project Number: PRE97-018 ..011,t Number: Drfargr", Water Service Revision CF: Applicant (w/copy of plan) Development File (w/copy of plan) City Utilities Inspector (w/copy of plan) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 11 " 7 PLAN CHECK/PERMIT NUMBER: T 1 PROJECT NAME: 'rot 4-0 7 i` -h e. PROJECT ADDRESS: ._ ell So L4+ CONTACT PERSON: REVISION SUMMARY: 1 - Scf-ead 04 e, S E'r1J v` c C� SUBMITTED TO. 111x0 — i Bldg. Planning x po PHONE: (4'2-4 2,- ZZZ_ SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. Fire Mg eleet0.041.1*V14711. icro t141- otb CI RECEIVED N 1 1997 KW ILA PUBLIC WORKS CITY USE ONLY V p n,L Public Work 1210119 3/19/96 . • FOSS/Nrrn ,ASSOCIATES CONSIJITING ENGINEERS September 24, 1997 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 97-T-12 (Taco Time) . .1::q1 We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. We have no Dear Mr. Griffin: additional comments. Enclosed are the drawings, structural calculations, and geotechnical report for your use. If you have any questions, please call me directly at (425) 255-3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, NC., P.S. Cry al Kolke Senior Plan Reviewer cc: Mr. Merrick Lentz Merrick Lentz Architect 1800 - 136th Place NE, Suite 100 Bellevue, WA 98005 RFA\971.12 T A PROFESSIONAL SERVICES .• - • • CORPORATION 2030 FIRST AVENUE . SUITE 203 • SEATTLE. \‘'ASIIINGTON 99121 RECEIVED CITY OF TUKWILA SEP 2 it 1997 PERMIT CENT TELFiPlIONE:' 12061 2&•l 603 , • FAX: (206) 256.0197 , • RFA #97102-12 TO: FROM: DATE: SUBJECT: JJS /sal Permit Center NOTIFICATION OF UTILITY PERMIT ACTION Public Works Engineering September 3, 1997 Taco Time 6820 South 180th Street Permit No.: D97 -0181 Contact Person: Rick Lentz Phone: (425) 747 -3177 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER 3, 1997: Land Altering Permanent 2" Domestic Water Meter Permanent 1" Deduct Water Meter Sanitary Side Sewer Storm Drainage Flood Zone Control Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with copy of application) PERMIT FEE $129.00 $1,450.00 No Fee $20.00 $25.00 $50.00 TOTAL: $1,674.00 Ross A. Eamst, P. E., Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 08/28/97 14:52 FAX 2062Ff "' CC: TO: ' #J i' Y J -E K- Fax No: ( ) 441 Com Fax No. () 74'7- 7/4 r Fax No. ( 1 FROM: __ }8' RECEIVED Fax No. BARGHAUSEN CONSULTING ENGINEERS, INC. AUG 2 8 1997 18215 72nd Avenue South, Kent, WA 98032 TUKWILA (206) 251 -6222, FAX (206) 251 -8782 PUBLIC WORK *3 16 t....t tad/ _�...e-091 = _ 4:Z ' -vk7 zzo, ste o " 1 ..... I/_ _. u . S) r :..... . L. _ ... .Q'e , -��-, r c_, - s e-- v •�A-?' ,- . S l--t c � t c.iw. 5 1 s e 4 Note: Please call (206) 251 6Z22 If you do not receive the number of Indicated pages. BARGRAUSEN ENG 05 Z 001/0 AF.167 • July 21, 1997 City of Tukwila Mr. Rick Lentz Merrick Lentz Architect 1800 - 136th Place Northeast, Suite #100 Bellevue, Washington 98005 Dear Mr. Lentz: Sincerely, 7 (2 7 ( 7 Y) Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0181 Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0181 Taco Time 6820 S 180 St John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division, Public Works Department and the Planning Division. At this time the Fire Department has no comments regarding your application for permit. The City requires that two (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 ......... .. . DATE PROJECT NAME : APPLICATION NO.: No, further comments at this time. BUILDING DIVISION COMMENTS June 25, 1997 Taco Time permit application D97 -0181 PLAN REVIEWER: Ken Nelsen, Plans Examiner (206) 431- 3670 Please provide additional information, clarifications or corrections on revised plans for the following Building Division comments. 1 For the building mansard or false front overhang, show on the plans draft stops at a maximum 60 feet spacing per U.B.C. Section 708.3.1.2.2. The rigid slab insulation shown on detail 1 on sheet A -5 must be revised so that it extends down to the top of the footing as required by W.S.E.C. Section 1311.5. Include a general note reference on the plans of the minimum ventilation requirement for this occupancy conforming with the Washington State Ventilation and Indoor Air Quality Code. With the door schedule notes on Sheet A -2, include a reference of the maximum allowed door threshold height not greater than 1/2 inch per U.B.C. Section 1004.9. eat City of Tukwila John W. Rants, Mayor Steve Lancaster, Director ; , • Department of Community Development PLANNING DIVISION COMMENTS • DATE: July 1, 1997 PROJECT NO.: D97-0181 PROJECT NAME: Taco Time Contact Michael Jenkins at 431-3685 if you have any questions about the comments made in this letter. Per meeting with Debbie Sheridan and Rick Lentz on July 1, 1997, the applicant will amend all pertinent development plans to show a revised roofline and entrance along the north facade of the building. The project will also require bicycle parking pursuant to TMC 18.56.130. A copy of the code requirements are included with this letter. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 44. 190B y� City of Tukwila Washington Ordinance No. / 7 95 - AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON RELATING TO ZONING, AMENDING PORTIONS OF ORDINANCE NO. 1758 AS CODIFIED AT TITLE 18 OF THE TUKWILA MUNICIPAL CODE, CONCERNING OFF - STREET PARKING AND LOADING REQUIREMENTS; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the City desires to Implement Comprehensive Plan policies and goals, and WHEREAS, the City undertook a Parking Study to evaluate parking conditions in Its Urban Center, and WHEREAS, the City desires to continue providing adequate, convenient and safe off•street parking and loading areas through an update to the City's off•street parking and loading requirements code (TMC 18.56); and WHEREAS, the City desires to implement revisions to its Municipal Code to support the Commute Trip Reduction (CTR) ordinance; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, DO ORDAIN AS FOLLOWS: Section 1. Section 18.06 of the Tukwila Municipal Code is hereby amended to add the following: 18.06.118 Bulk Retail. "Bulk Retail" is a business or store that specializes in the sale of large goods, requiring large on-site storage. Bulk retail Is further distinguished by a lower trip generation rate than other retail stores, as evidenced by a traffic study or other appropriate analysis. Examples include furniture stores, appliance stores and other uses as approved by the Director. 18.06.353 General Retail. "General Retail" is a business or a store which engages in the sale of goods and /or services to the general public. Examples include department stores and personal service shops. 18.06.567 Manufacturing. "Manufacturing" Is a building or group of buildings which specializes in the manufacturing of products or in the research and testing of products. Examples Include factories, testing laboratories, creameries, bottling establish- ments, bakeries, canneries, printing and engraving shops. 18.06.593 Office. "Office" is a building or a group of buildings dedicated to non-manufacturing types of work that are for the use of employees but may or may not be for use by the general public. Examples Include services such as accounting, ad- vertising, architectural /engineering, consulting, information processing, legal, medical and /or dental. 18.06.687 Restaurant. "Restaurant" is an establishment whose principal business is the sale of foods to be eaten on the premises, Including either Indoor or outdoor seating, which may also Include an area reserved for the sale of alcoholic beverages. 18.06.688 Restaurant, Fast Food. "Restaurant, Fast Food" means an establishment whose principal business is the sale of foods, frozen desserts, or beverages served in or on disposable containers for consumption while seated within the building or in a vehicle or incidentally within a designated outdoor area, or for takeout with consumption off the premises. 18.06.708 Senior Citizen Housing. "Senior Citizen Housing" is housing in a building or group of buildings with two or more dwelling and /or sleeping units, restricted to occupancy by at least one senior citizen per unit, and may Include Food Preparation and Dining activities, Group Activity areas, Medical Supervision or other similar activities. Such housing is further distin- guished by the use of funding restrictions, covenants between the developer, tenants, operators and /or the City or other agreements that restrict the development to those individuals over 60 years of age. Senior Citizen Housing strategies may include provisions for units dedicated to persons under 60 years of age that have medical conditions consistent with definitions In the Americans with Disabilities Act; however, the population of disabled Individuals ....... .._......._._..- ............... N ..,.. R. .,�«w«�... >e�....ww....v »,w . w.+ vzv ,�.,w...v,v+.- <o.r..sr...ws.�� may not ex 1 20% of the residents. These facilities may not includr ulations requiring convalescent or chronic cars:- defined under RCW 18.51. 18.06.823 Theater. "Theater" is a building or part of a building devoted to showing motion pictures or for dramatic, dance, musical or other live performances. 18.06.863 Usable Floor Area, "Usable Floor area" means that part of the floor area of any structure which is actually used from time to time for any commercial purposes, such as a sales area, display area, walkways or storage area. Parking calculation shall not include common corridors designed for the circulation of people at non - retail establishments, restrooms, elevator shafts and stairwells at each floor, mechanical equipment rooms or attic spaces and exterior covered loading docks. 18.06.918 Warehouse. "Warehouse" Is a building or group of buildings that are primarily for the storage of goods. Section 2. Sections 18.06.305, 18.06.375, 18.06.755 and 18.56.085 of the Tukwila Municipal Code are hereby repealed. Section 3. Section 18.56 of the Tukwila Municipal Code is hereby amended to read as follows: 18.56.010 Purpose. It is the purpose of this chapter to provide for adequate, convenient, and safe off -street parking and loading areas for the different land uses described in this title. 18.56.020 Chapter application. Off- street parking and loading spaces shall be provided as an accessory use In all zones in accordance with the re- quirements of this chapter, at the time any building or structure is erected, enlarged or at the time there is a change In its principal use. 18.56.030 Reduction of existing parking spaces. Any off- street parking area already in use or established hereafter shall not be reduced below the limits required by this chapter by the construction of any addition to a building or structure, nor by the erection of an additional build- ing or structure on the property. Any change of principal and /or secondary use must meet the parking require- ments of the new use. 18.56.040 General requirements. Any required off - street parking and loading facilities shall be developed in accordance with the following standards: 1. Location. Any on- premises parking area which contains parking stalls located more than 1,000 feet from the principal use shall require Board of Architectural Review approval for the entire parking lot. 2. Minimum parking area dimensions for surface and structured parking facilities shall be as provided in Figure 18-6. 3. Tandem Parking Spaces. In the MDR and HDR zones, tandem spaces (where one car is parked directly behind another) will be allowed for each three bedroom and 1/3 of all two bedroom units. No more than 1/3 of all project parking spaces may be tandem and all tandem parking spaces will be designed for full size rather than compact size vehicles based on the dimensions in Figure 18.6. 4. Parking Area and Parking Area Entrance and Exit Slopes. The slope of off - street parking spaces shall not exceed 5 %. The slope of entrance and exit driveways providing access for off- street parking areas and internal driveway aisles without parking stalls shall not exceed 15%. 5. Driveways and Maneuverability. a. Adequate ingress to and egress from each parking space shall be provided without moving another vehicle and without backing more than 50 feet. b. Turning and maneuvering space shall be located entirely on private property unless specifically approved by the Public Works Director and the Board of Architectural Review. c. All parking spaces shall be internally accessible to one another without reentering adjoining public streets. d. When off-street parking is provided in the rear of a building and a driveway or lane alongside the building provides access to rear parking area, such driveway shall require a minimum width of twelve feet and a sidewalk of at least a three -foot section, adjoining the building, curbed or raised six inches above the driveway surface. e. Ingress and egress to any off-street parking lot shall not be located closer than 20 feet from point of tangent to an intersection. f. The Public Works Director or Planning Commission may require Ingress separate from an egress for smoother and safer flow of traffic. 6. The Director may require areas not designed or approved for parking to be appropriately marked and /or signed to prevent parking. 7. Surface. a. The surface of any required off - street parking or loading facility shall be paved with asphalt, concrete or other similar approved material (s) and shall be graded and drained as to dispose of all surface water, but not across sidewalks. ZONEPARK.UOC 5//!97 2 Use Automobile Standard Bicycle Standard Single- family and multi- family dwellings ' 2 for each dwelling unit; additional parking may be required for home oc- cupatlons and accessory dwelling units as otherwise proved by this title. For multi - family, 1 space per 10 parking stalls, with a mini- mum of 2 spaces. No re- quirement for single family. Senior Citizen Housing For 15 units or less, I space per dwell- ing unit. For dwellings with more than 15 units, a minimum of 15 spaces are required, plus 1 space per 2 dwelling units. 1 space per 50 parking stalls, with a minimum of 2 spaces. Churches, mortuaries and fu- neral homes 1 for each 4 fixed seats I space per 50 parking stalls, with a minimum of 2 spaces. Colleges, Universities, Voca- tlonal Schools and other post- secondary educational Institu- tions Shall be determined by Planning Commission, based on an evaluation of Information concerning traffic gener- ated by proposed use. I space per 50 parking stalls, with a minimum of 2 spaces. Convalescent/nursing /rest homes I for every 4 beds with a minimum of 10 stalls 1 space per 50 parking stalls, with a minimum of 2 spaces. Food stores and markets 1 for each 300 square feet of usable floor area I space per 50 parking stalls, with a minimum of 2 spaces. High schools 1 for each staff member plus 2 for every 5 students or visitors 1 space per 50 parking stalls, with a minimum of 2 spaces. Hospitals 1 for each bed l space per 50 parking stalls, with a minimum of 2 spaces. Hotels and motels 1 for each room, plus one employee space for each 20 rooms, rounded to the next highest figure I space per 50 parking stalls, with a minimum of 2 spaces. Manufacturing 1 for each 1,000 square feet of usable floor area I space per 50 parking stalls, with a minimum of 2 spaces. Office, commercial and proles- sional buildings, banks, dental and medical clinics 3.0 for each 1,000 square feet of usable floor area I space per 50 parking stalls, with a minimum of 2 spaces. Outdoor sports areas or parks Shall be determined by Planning Commission I space per 50 parking stalls, with a minimum of 2 spaces. rt b. All traffic - control devices, such as parking stripes des!^ ^acing car stalls, directional arrows or signs, bull rails, c and other developments shall be installed and comple's shown on the approved plans. "d:' Paved parking areas shall use paint or similar devices to delineate car stalls and direction of traffic. d. Where pedestrian walks are used in parking lots for the use of foot traffic only, they shall be curbed or raised six Inches above the lot surface. e. Wheel stops shall be required on the periphery of parking lots so cars will not protrude Into the public right -of -way, walkways, off the parking lot or strike buildings. Wheel stops shall be two feet from the end of the stall of head -In parking. 8. Parallel parking stalls shall be designed so that doors of vehicles do not open onto the public right -of- way. 9. Obstructions. No obstruction which would restrict car door opening shall be permitted within five feet of the centerline of a parking space. 10. Lighting. Any lighting on a parking lot shall illuminate only the parking lot, designed to avoid undue glare or reflection on adfoining premises. 11. Curb -cuts. All parking areas shall have specific entrance and /or exit areas to the street. The width of access roads and curb -cuts shall be determined by the Public Works Director. The edge of the curb -cut or access road shall be as required by the Public Works Director for safe movement of vehicles or pedestrians. Curb -cuts In single-family districts shall be limited to a maximum of 20 feet In width and the location shall be approved by the Public Works Director. 12. Parking stalls shall not be used for permanent or semi - permanent parking or storage of trucks or materials. 18.56.050 Required number of parking spaces. The minimum number of off-street parking spaces for the listed uses shall be as shown In Figure 18-7. Minimum parking requirements shall be maintained over the life of the original or primary use. Any additional uses, either secondary or accessory in nature, must have parking available that does not impact the minimum parking of the original or primary use. This extends to parking spaces used for park - and -fly lots or use of parking for storage or outdoor displays. FIGURE 18.7 18.56.050. Required number of parking spaces for automobiles and bicycles. ZONEPARK.DOC 5/7/97 3 Places of public assembly, in. cluding and :ms, exhibition halls, comm� tfty clubs, corn- munity centers , and private clubs. The Director shall determine the nu,f • ber of required parking spaces, wit; h_ minimum of 1 space for every 100 square-feet of assembly area. To ensure parking adequacy for each proposal, the Director may consider the following: a. A parking study or documentation paid for by the applicant and admin- istered by the City regarding the ac- tual parking demand for the pro. posed use, or b. Evidence in available planning and technical studies relating to the pro- posed use. I space per 50 parking stalls, with a minimum of 2 spaces. Post offices 3 for each 1,000 square feet of usable floor area 1 space per 50 parking stalls, with a minimum of 2 spaces. Public facilities, Including librar• les, police and fire stations Shall be determined by the Planning Commission 1 space per 50 parking stalls, with a.minimum of 2 spaces. Restaurant • I for each 100 square feet of usable floor area I space per 50 parking stalls, with a minimum of 2 spaces. Restaurant, Fast food 1 for each 50 square feet of usable floor area. Fifty percent of any outdoor seat. Ing area will be added to the usable floor area for parking requirement cal- culations. I space per 50 parking stalls, with a minimum of 2 spaces. Retail Sales, Bulk 2.5 for each 1,000 square feet of_ us- able floor area I space per 50 parking stalls, with a minimum of 2 spaces. Retail sales, General 4 for each 1,000 square feet of usable floor area if located within the TUC or TVS zoning districts; 2.5 for each 1,000 square feet of usable floor area if located in any other zoning district. 1 space per 50 parking stalls, with a minimum of 2 spaces. Elementary and Junior high schools 1.5 for each staff member 1 space per classroom Shopping center (mall), planned, per usable floor area size, as listed below 500,000 sq. ft. S for every 1,000 sq. ft. l space per 50 parking stalls, or larger with a minimum of 2 spaces. 25,000 — 499,999 sq. ft. 4 for every 1,000 sq. ft. I space per 50 parking stalls, with a minimum of 2 spaces. Taverns 1 for every 4 persons based on occu• pancy load. I space per 50 parking stalls, with a minimum of 2 spaces. Theaters 1 for every 4 fixed seats. if seats are not fixed, I per 3 seats, with concur- rence of Fire Chief, consistent with maximum allowed occupancy 1 space per 100 seats, with a minimum of 2 spaces. Warehousing 1 for every 2,000 square feet of usable floor area I space per 50 parking stalls, with a minimum of 2 spaces. Number of Spaces Office Buildings, Hotels, Hospitals, and institutions l 3,000 to 100,000 2 100,000 to 335,000 3 335,000 to 625,000 4 625,000 to 945,000 5 945,000 to 1,300,000 6 . 1,300,000 to 1,695,000 7 1,695,000 to 2,130,000 8 2,130,000 to 2,605,000 9 2,605,000 to 3,120,000 10 3,120,000 to 3,675,000 18.56.060 Loading space requirements. Off-street space for standing, loading and unloading services shall be provided In such a manner as not to obstruct freedom of traffic movement on streets or alleys. For all office, commercial, and Industrial uses, each loading space shall consist of at least a ten-foot by 30-foot loading space with 14-foot height clearance for small trucks such as pickup trucks, or a 12.foot by 65•foot loading space with 14-foot height clearance for large trucks, including tractor- trailer large spaces. The prescribed number of spaces required are as follows: Loading Space Requirements Square Feet of Gross Floor Area (Except Basement Area) ZONEPARK.f)OC 5/7/97 4 Number of.. Other Commercial and industrial Spaces uildings (30% minimum large spaces) 1 — Under 10,000 2 10,000 to 25,000 3 25,000 to 85,000 4 85,000 to 155,000 5 155,000 to 235,000 6 235,000 to 325,000 7 325,000 to 425,000 8 425,000 to 535,000 9 535,000 to 655,000 10 655,000 to 775,000 11 775,000 to 925,000 These requirements may be modified as a Type 4 decision, where the Planning Commission or, on appeal, the City Council finds that such reduction will not result in injury to neighboring property or obstruction of fire lanes or traf- fic and will be in harmony with the purposes and intent of this chapter. 18.56.070 Shared, covenant or complementary parking strategies. I) Shared Parking. When two (2) or more property owners agree to enter Into a shared parking agreement, the set- backs and landscaping requirements on their common property line(s) may be waived with that land used for park- ing, driveway and /or building. 2) Covenant Parking. When offsite parking Is provided on a lot other than the lot of the use to which it is acces- sory, the following conditions shall apply: (a) A covenant between the owner or operator of the principal use, the owner of the parking spaces and the City stating the responsibilities of the parties shall be executed. This covenant and accompanying legal descriptions of the principal use and the lot upon which the spaces are to be located shall be recorded with King County, and a copy with the recording number and parking layouts shall be submitted as part of any permit application for devel- opment. (b) The covenant lot must be within 800 feet of the primary commercial use or a shuttle service to the use must be provided with Its route, service and operations approved by the Director. (3) When any Shared or Covenant parking agreement between parties, as referenced In subsections I & 2 above, is modified or terminated, the owner of the parking spaces shall be responsible for notifying the Director. In this event, all affected parties shall provide documentation that a minimum of fifty (50) percent of the required mini- mum parking will be available within ninety (90) days following termination of the agreement, with the remainder to be available 365 days following termination of the original agreement. If a variance is sought, the application must be submitted within fourteen (14) days of the signed agreement to terminate and the reduction In parking spaces will only be allowed if the variance Is approved. (4) Complementary Parking. A complementary use is a portion of the development that functions differently than the primary use but is designed to serve or enhance the primary land use without creating additional parking needs for the primary traffic generator. Up to 10% of the useable floor area of a building or facility may be occupied by a complementary use without providing parking spaces In addition to the number of spaces for the principal use. Ex• ampies of complementary uses include pharmacies in hospitals or medical offices, food courts or restaurants in a shopping center or retail establishments. (5) Applications for shared, covenant or complementary parking shall be processed as Type 2 decisions, pursuant to TMC 18.108.020. 18.56.080 Parking for the handicapped. All parking provided for the handicapped, or others meeting definitions of the 1991 Americans with Disabilities Act (ADA), shall meet requirements of the Chapter 11 of the 1994 Uniform Building Code, as amended by Washington Administrative Code, section 51.30, et seq. 18.56.090 Compact car allowance. A. A maximum of 30% of the total off-street parking stalls may be permitted and designated for compact cars. B. Each compact stall shall be designated as such, with the word COMPACT printed onto the stall, in a mini- mum of eight (8) Inch letters and maintained as such over the life of the use of both the space and the adjacent structure it serves. C. Dimensions of compact parking stalls shall conform to the standards as depicted In Figure 18-6 of this chap- ter. D. Compact spaces shall be reasonably dispersed throughout the parking lot. ZONEPARK.00C 5/7M 5 18.56.100 'rises not specified. in the case( use not specifically mentioned in this chapter, the req;' for off-street parking facilities shall be determined"by the Director. Such determination shall be based upon the requirements for the most comparable use specified in this chapter. 18.56.110 Landscaping and screening. Landscaping and screening requirements shall be as provided in the Landscape, Recreation, Recycling/Solid Waste Space Requirements chapter of this title. 18.56.120 Filing of plans. Detailed plans of off-street parking areas, indicating the proposed development including the location, size, shape, design, curb-cuts, adjacent streets, circulation of traffic, ingress and egress to parking lots and other features and appurtenances of the proposed parking facility, shall be filed with and reviewed by the DCD. The parking area shall be developed and completed to the required standards before an occupancy permit for the building may be issued. 18.56.130 Development standards for Bicycle Parking. 1. Required number of bicycle parking spaces. The required number of parking spaces for bicycles are included in TMC 18.56.050, Figure 18.7. 2. Location a) Required bicycle parking must be located within fifty (50) feet of an entrance to the building or use b) Bicycle parking may be provided within a building, but the location must be accessible for bicycles 3. Safety and Security a) Legitimate bicycle spaces are Individual units within ribbon racks, inverted 'U' racks, locking wheel racks, lockers, or other similar permanent structures. b) If bicycle lockers are used, windows and /or view holes must be included to discourage improper uses. c) If bicycle parking is not visible from the street, a sign must be posted indicating the location of the bicycle parking spaces. d) All bicycle parking must be separated from motor vehicle traffic by a barrier, curb, post, bollard or other similar device. 4. Process Upon application to and review by the Planning Commission, subject to a Type Four (4) decision process outlined In TMC 18.108.040, the bicycle parking requirements may be modified or waived, where appropriate. 18.56.140 Administrative Variance from Parking Standards. I. General a) A request for an administrative variance from required parking standards must be received prior to any issuance of building or engineering permits. Administrative variances are only eligible for requests for reductions of required parking between one (1) and ten (10) percent. Requests for reductions from minimum parking standards In excess of ten (10) percent must be made to the Planning Commission. b) The project developer shall present all findings to the Director prior to any final approvals, including de- sign review, conditional use permit review, building review or any other permit reviews required by the Director. 2. Criteria a) All requests for reductions in parking shall be reviewed under the criteria established in this section. b) In addition to the following requirements, the Director may require specific measures not listed to ensure that all impacts with reduced parking are mitigated. Any spillover parking which cannot be mitigated to the satis- faction of the Director will serve as the basis for denial. A reduction may be allowed, pursuant to either an Admin- istrative variance or requests to the Planning Commission, after: 1) All shared parking strategies are explored ii) On-site park and ride opportunities are fully explored ill) The site is in compliance with the city's commute trip reduction ordinance or, if not an affected employer as defined by the city's ordinance, agrees to become affected iv) The site is at least 300 feet away from a single-family residential zone v) A report is submitted providing a basis for less parking and mitigation necessary to offset any nega- tive effects ZONEPARK.DOC 5/7/97 6 • • ,• 3. Process /-- a) An applicant shall submit evidence that decreased parking will not have a negative Impact on surround- ing properties or potential future uses. This may take the form of a brief report for administrative variances. De- creases in excess of ten (10) percent must be made to the Planning Commission. The Director may require addi- tional studies to ensure that negative impacts are properly mitigated. A complete and detailed Parking Demand study is required for requests reviewed by the Planning Commission. b) All site characteristics should be described in report, including I) Site accessibility for transit II) Site proximity to transit, with fifteen (15) to thirty (30) minute headways ill) Shared use of on-site parking iv) Shared use of off-site parking v) Combined on-site parking vi) Employee density vii) Adjacent land uses 4. Review Applications for Administrative Variances for reductions below minimum parking requirements between 1 and 10 percent shall be processed as Type 2 decisions, pursuant to TMC 18.108.020. Applications for reductions from minimum parking requirements In excess of 10 percent shall be processed as Type 4 decisions, pursuant to TMC 18.108.040, including a hearing before the Planning Commission. Section 4. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be In full force five (5) days after passage and publication as provided by law. Section 5. Severability. If any section, sentence, clause or phrase of this ordinance should be held to be Invalid or unconstitutional by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of any other section, sentence, clause or phrase of this ordinance. PASSED 13`' HE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this .5 7 -' day of , 1997. ATTEST/AUTHENTICATED: ne E. Cantu, City Clerk APPROVED AS TO FORM: By Office 'the City Attorney FILED WITH THE CITY CLERK: .5// 9 7 PASSED BY THE CITY COUNCIL: 5 5 9 7 PUBLISHED: 1f/7 EFFECTIVE DA E: 6 7 ORDINANCE NO: ins ZONEPARK.DOC 5/7197 John . Rants, Mayor 7 • • • AN ORDINANCE OP THE CITY OF TUKWILA, WASHINGTON, RELATING TO ZONING, AMENDING PORTIONS OF ORDINANCE NO. 1758 AS CODIFIED AT TITLE 18 OF THE TUKWILA MUNICIPAL CODE, CONCERNING OFF- STREET PARKING AND LOADING REQUIREMENTS; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. On •22/Ctei 5; /997 , the City Council of the City of Tukwila passed Ordinance No / 79.5• ' , updating the City's off-street parking and loading requirements code; providing for severability and establishing an effective date. The full text of this ordinance will be mailed without charge to anyone who submits a written request to the City Clerk of the City of Tukwila for a copy of the text. APPROVED by the City Council at its meeting of 7171--et 52 797 CITY OF TUKWILA SUMMARY OF ORDINANCE NO / 6 (L7 E. Cantu, City Clerk • Published Seattle Times: DATE: PERMIT NO.: D97 -0181 City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director PROJECT NAME: Taco Time PUBLIC WORKS DEPARTMENT COMMENTS July 21, 1997 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. , .vt4 u r owrartwa.+vIteNimr Orra. 17141 1) The geotechnical engineering study (including title of report, name of the geotechnical consultant, and the date of the report) shall be cross - referenced on the plans (sheet /and sheet C3 of 5). CI 2) Specify earthwork quantities (cubic yards of cut and fill). Include removal of the desiccated organic silt layer and placement of the structural fill under the building footing, slab, and parking pavement. Show the pavement cross - section on the plan. 3) Sheet C2 of 5 utility notes: Note #1 - Delete "or wood (T20 coated)." Note #6 - Delete entire note Note #7 - Revise to read "minimum slope for 6" sanitary side sewer shall be 2 %." (Existing note specifies a minimum slope of 1 %.) 4) Revise sanitary sewer pipe location so that the pipes do not cross (see attached sketch). Show the invert elevations of the existing sewer manhole located at the southwest corner of the property. 5) Show crosswalk location on South 180th Street. Boring for the water line shall be conducted east of any traffic loops. Open cuts will not be allowed. 6) Show foundation drains on building sections A and B of sheet A5 and on sheet S3. 7) Label the size of the existing storm drain pipe between existing catch basin B and existing catch basin A on sheet C3 of 5. Show the direction of flow within the existing storm drain system. John W. Rants, Mayor 8) Cross - reference note 3 on sheet C3 of 5. What does it pertain to? If there is a gas line that will serve Taco Time, please show it on the plan. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 • 9) Please address the foils ng items on sheet C4 of 5. #y Clarify the construc n entrance note #3. Where are the underground storage tanks that are referenced in note 4t6? Is sheet C1 of 2 part of the civil plan set? 10) Revise your storm drainage report to include foundation drains as referenced on sheet A5. 11) Where is the existing oil /water separator that is mentioned in the last paragraph of section 2.0 of the storm drainage report ?. If the oil /water separator is on Home Depot property, a maintenance agreement shall be provided. If this is not a desirable course of action, Taco Time shall provide their own oil /water separator. 12) Provide calculations for the lowest finished floor elevation. This is a requirement of the Flood Zone Control Permit. 13) During the meeting between Taco Time representatives and Public Works staff, there was discussion regarding the construction of the building on pilings. If this is still the intent of Taco Time, please revise the geotechnical report and the plans accordingly. ' • '"' -..............,......i....1.••••41. . . . . ... , . . . . . . . . , . . . . . . . . .. . . . . . .. . , . . . . • ' • . . . . , August 20, 1997 James L. Lyon Real Estate Manager West Coast Region JLL:jh Debbie Sheridan Taco Time 3300 Maple Valley Highway Renton, WA 98058 cc: Glen Amster, Lane Powell Spears Lubersky Michael Okuma, Greenburg Farrow Architecture 601 South Placentia Avenue • P.O. Box 4520 Fullerton, CA 92831 • (714)738-5200 RE: Home Depot Outparcel/Taco Time Oil/Water Separator Dear Debbie: Home Depot hereby approves of Taco Time using the Oil/Water Separator located on the Home Depot site. This sytem was originally designed to handle the water from your project. If you need further assistance or have any questions, please give me call. Sincerely, RECEIVED CM! OF TUKWILA SEP 0 2 1997 PERMIT CENTER U S A 38 USC 3110 Proud Sponoor Ocri- REVISION SUBMITTAL DATE: AV1 US's IQ I PLAN CHECK/PERMIT NUMBER: sjqF1 — 01 ¶ l PROJECT NAME: t _o - 17 r ru2 ..i PROJECT ADDRESS: 60820 SOUTH I504h.. ST CONTACT PERSON: LeiiTZ- PHONE: (4/5) '74'7 -3I17 REVISION SUMMARY: 5eE `TA 64-110 LOrIMENTC `, IZtEzoTe7.110IA Tp G.O efLEc,Z'toi.1 Dear . 14. 1 PA1 '1 /21 /17 PIA NG (-iau wvPtT►a l AfVeY) SHEET NUMBER(S) CITY OFUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED CITY OF TUKWILA AUG 1919 PERMI CENT R CITY USE ONLY 3/19/96 MERRICK LENTZ ARCHITECT AUG 19 1997 PERMIT CENTER August 6, 1997 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Response to Correction Letter #1, dated July 21, 1997. Dear Kelsie: The following revisions have been made to comply with the requests of the various departments during the initial plan review. This list follows the numbering of the comments made in the correction letter. PLANNING DIVISION 1. The entrance of the building has been modified as shown on sheets A -1, A -2, A -3, A -4 and F -1 2. Bicycle parking has been added near the entry of the building, as shown on sheet A -1. BUILDING DIVISION 1. Draft stops are indicated on Sheet A -4. 2. The rigid insulation at the perimeter of the slab has been modified to extend to the top of the footing, as shown on Sheet A -5. 3. A note on minimum ventilation requirements is added to Sheet A -2. 4. A note on maximum threshold height is added to the door schedule on Sheet A -2 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 206/747 -3177 • FAX 206/747 -7149 Joanna Spencer City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Dear Joanna: July 31, 1997 3. As required by this comment, we have made the note revisions. CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES RE: Submittal No. 2 for the Proposed Taco Time Restaurant Located on the Home Depot Lot on South 180th Street, Tukwila, Washington Your Permit No. D97 -0181 Our Job No. 6131 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX RECEIVED CITY OF TUKWILA AUG 191997 PERMIT CENTER Enclosed are four revised sets of plans. Our responses to your review comments dated July 21, 1997, are as follows: 1. The geotechnical engineering study, including title report, name of the geotechnical consultant, and the date of the report are shown on both plan sheets Cl and C3. 2. We have shown earthwork quantities, both cut and fill, on the grading and drainage plan. We have also shown a pavement cross section on the detail sheet. 4. We have shown the invert elevations of the existing sanitary sewer manhole located at the southwest corner of the property. We have not adjusted the pipes, as we are not required to according to our telephone conversation. 5. We have shown the crosswalk location on South 180th Street, and shown a boring for the waterline located east of the main traffic routes. 6. Foundation drains will not be required on this project, since we have utilized pilings for the foundation, 7. We have labeled the size of the existing storm drainage pipe between existing catch basins "A" and "B," and also indicated the direction of flows in the existing storm drainage system. 8. We have deleted the gas note on sheet C3 of 5, and also indicated the location of the existing gas line on South 180th Street, which will serve the subject project. Joanna Spencer City of TUkwila IL Taco Time is currently negotiating with Home Depot on a maintenance agreement for the oil/water separator. • We hope this review submittal completes your comment requirements and that no further review is needed. Should you have any questions, please contact me at this office. We have made revisions according to the comments of this item. 10. We have not revised our storm drainage report, as foundation drains are not required for this project. 12. Once construction of the building slab is complete, we will provide calculations for the lowest finish floor elevation. Sincerely, JPJ/sm/jss 6131C.004 enc: As Noted cc: • Jay S. Grubb, Barghausen Consulting Engineers, Inc. s-te-indieate-eoristruetion-of-the-building 9J e Jerome "e" Jacobs, P.E. Design ineer August 6, 1997 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Response to Correction Letter #1, dated July 21, 1997. Dear Kelsie: The following revisions have been made to comply with the requests of the various departments during the initial plan review. This list follows the numbering of the comments made in the correction letter. PLANNING DIVISION 1. The entrance of the building has been modified as shown on sheets A -1, A -2, A -3, A -4 and F -1 2. Bicycle parking has been added near the entry of the building, as shown on sheet A -l. BUILDING DIVISION 1. Draft stops are indicated on Sheet A -4. 2. The rigid insulation at the perimeter of the slab has been modified to extend to the top of the footing, as shown on Sheet A -5. 3. A note on minimum ventilation requirements is added to Sheet A -2. 4. A note on maximum threshold height is added to the door schedule on Sheet A -2 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 206/747 -3177 • FAX 206/747-7149 Joanna Spencer City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Dear Joanna: 3. As required by this comment, we have made the note revisions. CIVIL ENGINEERING. LARD PLANNING, SURVEYING, ENVIRONMENTAL SERVICES July 31, 1997 RE: Submittal No. 2 for the Proposed Taco Time Restaurant Located on the Home Depot Lot on South 180th Street, Tukwila, Washington Your Permit No. D97 -0181 Our Job No. 6131 RECEIVED CITY OF TUKWILA AUG 1 91997 PERMIT CENTER Enclosed are four revised sets of plans. Our responses to your review comments dated July 21, 1997, are as follows: 1. The geotechnical engineering study, including title report, name of the geotechnical consultant, and the date of the report are shown on both plan sheets Cl and C3. 2. We have shown earthwork quantities, both cut and fill, on the grading and drainage plan. We have also shown a pavement cross section on the detail sheet. 4. We have shown the invert elevations of the existing sanitary sewer manhole located at the southwest corner of the property. We have not adjusted the pipes, as we are not required to according to our telephone conversation. 5. We have shown the crosswalk location on South 180th Street, and shown a boring for the waterline located east of the main traffic routes. 6. Foundation drains will not be required on this project, since we have utilized pilings for the foundation, 7. We have labeled the size of the existing storm drainage pipe between existing catch basins "A" and "B," and also indicated the direction of flows in the existing storm drainage system. 8. We have deleted the gas note on sheet C3 of 5, and also indicated the location of the existing gas line on South 180th Street, which will serve the subject project. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251 -8782 FAX • Joanna Spencer City of Tukwila 9. We have made revisions according to the comments of this item. 10. We have not revised our storm drainage report, as foundation drains are not required for this project. •11. Taco Time is currently negotiating with Home Depot on a maintenance agreement for the oil/water separator. nce construction of the building slab is complete, we will provide calculations for the lowest finish floor elevation. 43: indicate-construction-of-the-building We hope this review submittal completes your comment requirements and that no further review is needed. Should you have any questions, please contact me at this office. Sincerely, JPJ/sm/jss 6131C.004 enc: As Noted cc: Jay S. Grubb, Barghausen Consulting Engineers, Inc. Jerome - e" Jacobs, P.E. Design tneer R O B F R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS July 7, 1997 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 97 -T -12 (Taco Time) Dear Mr. Griffin: Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystal Kolke CLK: 1 a:\RFA\97t12 ^I.doc cc: Mr. Merrick Lentz Merrick Lentz Architect 1800 - 136th Place NE, Suite 100 Bellevue, WA 98005 A PROFESSIONAL, SERVICES CORPORATION 2030 FIRST 1WENUE • . SUITE 203. SEATTLE. AVASIIINGTON 98121 TI:LEPIIONE: (200) 25(1 -1003 FAX: (2110) 250.0107 RFA #97102 -12 We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed by the permit applicant: 1. The geotechnical engineer recommends that spread footings be avoided, if possible, due to potential problems with differential settlement. The Engineer of Record should indicated how this recommendation has been considered in the design. Mitigating measures, if necessary, should be provided for the use of spread footings since they are proposed in the design of the structure. . Material specifications should be provided for CMU. Refer to the CMU Dumpster Enclosure on Sheet A -1. 3 It is not clear how lateral forces in the plane of the building walls are transferred from the awning trusses into the shear walls. Refer to Sections E & F /S3. It appears that blocking may be necessary at the upper junction of the awning trusses at the building walls to transfer these forces into the wall sheathing/studs. The above listed review comments should be responded to in itemized letter form. We, therefore, recommend that the permit applicant have the Structural Engineer of Record, Voelker Engineering, Inc., respond and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office, as required. We have forwarded a copy of this letter to the architect at Merrick Lentz Architect for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255 -3099. RECEIVED JUL 0 8 1997 COMMUNITY DEVELOPMENT City of Tukwila Fire Department Fire Department Review Control #D97 -0181 (CH 52) Re: Taco Time - 6820 South 180th Street Dear Sir: June 23, 1997 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) 2. Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phor, n• f206) 575.4404 • Fax (206) 5754439 Page number 2 City of Tukwila Fire Department interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood, when the system is actuated. (UFC 1006) All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 3. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Exit doors from a group A, E or I occupancy having an occupant load of 50 or more shall not be provided with a latch or lock unless. it is panic hardware. Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 1012.1, 1012.2) 4. Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. Such sign shall be maintained legible by the owner or the owner's authorized agent and shall indicate the number of occupants permitted for each room use. (UFC 2501.16.1) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 r4anee.ua ..... a. r ..n...ra�.�..n,sw...a.a.warMw4 h'. M�. aw. 9�nMp* W+ s. M. irwr- w., w.. �. a.. nw.+. n• n.... �... �. �..+ r... wrwwr. a.+ rw: nw.+ w+.. yasnw«.. w.. xr... r ...+uw...+.�.wn..+MMNw1M��rnM��# Mtn! rkl1A ^I!1�.IRK'YTMI�YL�Mk�fT.f�": �. Page number 3 City of Tukwila Fire Department 5. An approved fire alarm system is required per City Ordinance ( #1742) An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) (City Ordinance #1742) (UFC 1001.3) The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72 -1- 5.5.4) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 6. Local U.L. central station supervision is required. (City Ordinance #1742) 7. Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 902.4) 8. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) 9. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone; (206) 575-4404 • Fax (206) 575 -4439 Page number 4 Yours truly, C= City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd 10. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 11. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 12. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 13. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. 14. A permit is required to operate a place of assembly. (UFC 105.8 -p.2 article 25) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax. (206) 575-4439 -/ June 20 1997 City of Tukwila John W. Rants, Mayor Department of Community Development S teve Lancaster, Director Crystal Kolke Robert Fossatti Associates Consulting Engineers 2212 Camas Circle S.E. Renton, WA 98055 Regarding: 97 -T -12: Taco. Time (D97 -0181) Dear Crystal Kolke: Please do structural review per U.B.C.; 1994 Edition. Sincerely, ' • Bccr1, Sheltie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 ∎sat« .... PROJECT NAME: . The-C) CITY OH IUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: JQN)E 1 1 6 1/ PLAN CHECK/PERMIT NUMBER: V ? i wU 18 PROJECT ADDRESS: MM (do SOUTH 1 TeET CONTACT PERSON: RACK.L ' TZ- PHONE: (425) - 241 -3117 REVISION SUMMARY: P� I Ir.IG itaeonifkri P D P .1 Sutrm R ( s ` OAffic, iUc ( ) (5u NT) rr -re 5tiPPt.,eina o alzv► . 5o13 1I &,rah -- No PfAliSioNli, NEcE 4 - T o is J'i 5o i Gbwanevr> 1 ) 65(a) N h E 6 w6otn►'( Te A SHEET NUMBER(S) 5uPPLE1flemc 1►J� dn�fi "Cloud" or highlight all areas of revisions and date revisions. 1.4 rtralk.. Rb.CtIVbD CITY OF TUKWILA JUN PERMIT CENTER enier 5 SUBMITTED TO: CITY USE ONLY 3/19/96 HOME DEPOT - 178,162 SF (including Garden Center) @ 4.0/1000= 712 Stalls Provided — 725 Stalls TACO TIME - 2,300 SF, @ 1/50 = 46 Stalls Provided — 19 Stalls SCHWAB TIRE - 12,520 SF @ 2.5/1000 = 32 Stalls Provided — 39 Stalls AFABE 1.378 SF @ 2.5/1000 =4 Stalls Provided H12 Stalls TOTAL STALLS REQUIRED - 794 • • • TOTAL STALLS PROVIDED - 795 COSTCO OPTICAL LAB NOT INCLUDED IN TOTALS: ,• JUN 1 7 1997 RECEIVED CITY OF TUKWILA PERMIT CENTER 1011-01111 June 12, 1997 Mr. Rick Lentz Merrick Lentz Architect 1800 136th Place NE, Suite 100 Bellevue, WA 98005 Dear Mr. Lentz: C City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: Development Permit Application Number D97 -0181 NOTICE OF INCOMPLETE APPLICATION Taco Time Near 6810 S 180 St Planning Division: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 9, 1997, was reviewed at the June 12, 1997 plan review meeting. Your application was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Planning Division must be met. Contact Michael Jenkins, Assistant Planner, at 431 -03670 if you have any questions regarding the following comments. The following information is required before the Planning Division can approve your application for permit: 1. Parking Agreement. 2. Traffic Study. John W. Rants, Mayor The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 �/ If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431-3672. Kelcie J. Peterson Permit Coordinator Enclosure Merrick Lentz - Architect 1800 136` Pl. NE Suite 100 Bellevue, WA 98005 Sincerely, oh��i K. cAler7 Plans Examiner JKM:js Enclosure Eastgate Northshore 14350 SE Estgate Way 10808 NE 145th Street Bellevue, WA 98007 Bothell, WA 9801 I 296 -4920 296 -9787 Cltyorsottle KtagCouoly w.nn t rAS. .wp 11...1 ... Seattle -King County Department of Public Health Alonzo L. Plough, Ph.D., MPH, Director Re: Taco Time - Tukwila Dear: Rick We have approved the plan for your food service establishment. Your establishment has been assigned the following business identification number (BID#) HB- 50046. Please use this BID# in all future contact with us. Before you open for business, you must complete the attached application for a permit and return it with the correct fee. If you open before you obtain your permit, your permit fee will be double. Before you open you need to have an inspection by the Health Department. If you open without the health inspection, you may be closed. Please contact the District Health Office indicated below to schedule the preopening inspection. Be sure all other business inspections are done (plumbing, building, etc.) before you call for your Health Department inspection. DISTRICT HEALTH CENTERS North 10501 Meridian Ave N Seattle, WA 98133 296 -4838 Alder Square 1404 Central Ave. S, Ste 101 Kent, WA 98032 296 -4708 P RECEIV"0 CITY OF '' ,v PERM, : t Central 172 - 20th Avenue Seattle, WA 98122 296 -4632 Dq.olI RECEIVED JAN 221997 REAL ESTATE PURCHASE AND SALE AGREEMENT LPSL (Tukwila /Pad B /Taco Time) This Real Estate Purchase and Sale Agreement (the "Agreement ") is made as of the 2nd day of felo , 1997, by and between HOME DEPOT U.S.A., INC., a Delaware corporation (th Seller ") and Matthew E. and Gayle N. Tonkin, husband and wife (the "Purchaser "). WITNESSETH Seller hereby agrees to sell and convey to Purchaser and Purchaser hereby agrees to purchase from Seller upon the terms and conditions hereinafter set forth, that certain parcel of land containing approximately 22,686 square feet located within the City of Thkwila, County of King and State of Washington, as more particularly described on Exhibit A attached hereto and made a part hereof (the "Property "). NOW THEREFORE, in consideration of the following mutual covenants and other good and valuable consideration, the receipt of which is hereby acknowledged, the parties hereby execute this agreement upon the following terms and conditions: 1. Purchase Price. The purchase price for the Property is $353,400 which is $15.58 per square foot (the "Purchase Price "), which shall be payable at Closing, is subject to prorations and adjustments, if any, and is payable by wire transfer of immediately available funds. If the survey referred to in Section 7 shows more or less than 22,686 square feet, then the Purchase Price shall be adjusted at the rate of $15.58 per square foot. 2. Effective Date of Agreement. The "Effective Date" of this Agreement shall be the date upon which this agreement has been executed by the Seller and Purchaser. Seller shall notify Purchaser when this condition has been met. 3. Closing Date. The consummation and closing (herein defined as the "Closing ") of the purchase and sale contemplated by this Agreement shall be held at the offices of the Escrow Agent (as herein defined) and shall occur no later than thirty (30) days following the receipt of all Approvals (as hereinafter defined) and satisfaction of all conditions to Closing, but no later than December 31, 1997 (the "Closing Date "). Purchaser shall notify Seller when the conditions to Closing have been satisfied and shall notify Seller of the Closing Date, time and place where the Closing will take place at least fourteen (14) days prior to the Closing (the "Closing Notice "). Possession of the Property shall be delivered to Purchaser at the Closing Date. The Property shall be vacant and free of any right of possession or claim to right of LPSEA I K:\ CGI\ 1RN \HOMEDEPO \TUKWILA \192391RN.AGM HOMEDEPO\TUKWILA \TACO TIME ORIGINAL RECEIVED CITY OF TUKWILA JUN � 1 7 1997 PERMIT CENTER . possession by any party other than Purchaser, except anyone claiming under a Permitted Encumbrance (as hereinafter defined). 4. Allocation of Closing Costs. (a) Seller shall pay the Real Estate Excise Tax, and recording fees that shall be payable in connection with this transaction. (b) Seller and Purchaser shall each pay the fees and expenses of their respective attorneys and consultants in connection with this transaction. (c) Seller shall pay the premium for the ALTA standard coverage owner's policy of title insurance described in Section 13 of this Agreement. Purchaser shall pay the extra premium for ALTA extended coverage and for the endorsements requested by the Purchaser over the cost of an ALTA standard coverage title insurance policy. (d) Purchaser and Seller shall each pay half of the costs of any escrow fees, if any, incurred in connection with the Closing of this Transaction, including escrow fees incurred pursuant to Section 14 hereof. 5. Seller's Representations and Warranties. Seller represents, warrants and covenants to Purchaser as follows: (a) Seller has all requisite power and authority to execute and deliver this Agreement and perform Seller's obligations hereunder and this Agreement has been duly executed and delivered by Seller and constitutes the valid and binding agreement of Seller enforceable in accordance with its terms. (b) Seller is not a foreign corporation, foreign partnership, foreign trust or foreign estate within the meaning of Section 1445 of the United States Internal Revenue Code and Seller shall deliver to Purchaser at Closing an affidavit in compliance with Section 1445 of the United States Internal Revenue Code in confirmation of this Section 5(b) (the "FIRPTA Statement "). (c) The execution, delivery and performance by Seller of its obligations under this Agreement shall not conflict with or result in a breach of any law, governmental rule, regulation, judgment, decree or order by which Seller or the Property is bound, or by any of the provisions of any contract to which Seller is a party or by which Seller or the Property is bound or by Seller's certificate of incorporation. There is no action, suit, proceeding or investigation pending, or, to Seller's knowledge, threatened, before any agency, court or other governmental authority which relates to the Property or the use thereof. (d) There is no condemnation proceeding affecting the Property or any portion thereof currently pending nor, to Seller's knowledge, is any such proceeding threatened. 2 LPSEA I K:\ CGIURN \HOMEDEPO \TUKWILA \19239JRN.AGM HOMEDEPO \TUKWILA \TACO TIME Final (e) Seller has received no notice of, and to Seller's knowledge, no default or breach by Seller exists under any covenants, conditions, restrictions, rights -of -way, or easements which may affect the Property or any portion thereof. (f) No special or general assessments have been levied, other than as shown in the Title Commitment (as hereinafter defined), or to Seller's knowledge are threatened against all or any part of the Property. (g) There are no leases or other rights of possession affecting all or any part of the Property, other than as shown on the Title Commitment. (h) Seller has, as of the date of this Agreement, and will have as of the Closing, good, marketable and indefeasible title to the Property, subject only to the matters set forth in this Agreement and the Title Commitment. 6. Purchaser's Representations and Warranties. Purchaser represents and warrants to Seller as follows: (a) Purchaser has all requisite power and authority to execute and deliver this Agreement and the documents to be executed at Closing or otherwise in accordance with the terms of this Agreement and this Agreement is valid and binding on Purchaser in accordance with its terms. (b) Neither the entering into of this Agreement nor the consummation of the transaction contemplated hereby will constitute or result in a violation or breach by Purchaser of any judgment, order, writ, injunction or decree issued against or imposed upon it, or will result in a violation of any applicable law, order, rule or regulation of any governmental authority. (c) Purchaser represents and warrants that, except as otherwise expressly provided herein, it is purchasing the Property "as is" and that Purchaser will complete its own due diligence and in purchasing the Property will rely solely on the results of its own investigation except as to matters which are the specific subjects of the representations of the Seller as set forth in Section 5 or otherwise as expressly provided in this Agreement and then only to the extent specifically provided in such representations. 7. Inspection. Unless otherwise waived in writing by Purchaser, Purchaser shall have up to sixty (60) days from the Effective Date to enter upon the Property and to cause authorized representatives of Purchaser to enter upon the Property, to perform an inspection of the Property (the "Inspection Period "). All such inspection activities shall be at the sole cost and expense of Purchaser. In addition, during the Inspection Period, at Purchaser's sole cost and expense, Purchaser may cause an environmental engineering firm acceptable to Purchaser to inspect the Real Property LPSEAI K: \CGIURN HOMEDEPO\TUKWILA119239JRN .AGM HOMEDEPO \TUKWILA \TACO TIME 3 Final to the degree directed by Purchaser to prepare and issue to Purchaser and to Seller a Phase I environmental assessment report of the Real Property (the "Environmental Report "). Purchaser shall make all of the foregoing inspections during normal business hours in good faith and with due diligence, shall not damage the Property in any respect and shall respect the rights of Seller and Seller's agents and invitees. Seller shall cooperate with Purchaser in making such inspections. Seller hereby reserves the right to have a representative present at the time of making any such inspection. Purchaser shall notify Seller not less than one (1) business day in advance of making any such inspection. Purchaser agrees to indemnify and hold Seller harmless of and from any and all liability or damage, including costs and attorneys' fees, sustained by Seller as a result or arising out of any entry upon the Property or inspections by Purchaser or its authorized representatives pursuant to this paragraph, including, without limitation, the filing of mechanics' liens and injury or damage to persons or property. The foregoing indemnity shall survive any termination of this Agreement. In the event any mechanics' liens are filed as a result of work done at the request of or for Purchaser, Purchaser shall forthwith post a bond with an appropriate court in such amount as may be required by law to enable the lien to be released of record. In the event Purchaser determines that the Property is deficient in any respect, Purchaser may (as its sole and exclusive remedy) terminate this Agreement by notice in writing to Seller at any time during the Inspection Period, which notice must be received by Seller prior to the end of the Inspection Period. In the event of such termination, the parties shall have no further right or obligation hereunder (other than as expressly provided herein). Upon such termination, Purchaser will deliver and /or return to Seller copies of all surveys, studies, reports, plans and other materials and information obtained by or prepared for Purchaser relating to the Property. Upon the expiration of the Inspection Period, except as provided herein, Purchaser shall be deemed to have accepted the Property in its condition as at the end of the Inspection Period, except for encumbrances or defects on title otherwise inconsistent with this Agreement, and Purchaser shall be deemed to represent to Seller that Purchaser has concluded whatever studies, tests and investigations Purchaser desires relating to the Property. Notwithstanding anything to the contrary contained herein (except for Paragraph 13 regarding Permitted Exceptions), Seller shall have no obligation to bring any action or proceeding or otherwise to incur any expense whatsoever to eliminate any alleged deficiency in the Property. It is understood and agreed that the Property is being sold and conveyed and accepted by Purchaser hereunder "AS IS" without any representation or warranty by Seller except as expressly set forth herein or in any of the instruments attached as exhibits hereto. Except as provided herein, Seller has not made and does not hereby make any express or implied representations or warranties whatsoever, whether known or unknown, presently existing or arising in the future, including without limitation any representation or warranty regarding quality of construction, workmanship, merchantability, fitness for any particular purpose or use, or the environmental status or condition of the Property, and except as provided herein, 4 LPSEA1 K:\ CGI\ JRN \HOMEDEPO \TUKWILA \19239JRN.AGM HOMEDEPO\TUKWILA \TACO TIME Final Purchaser acknowledges that Purchaser is entering into this Agreement without relying upon any such statement or representation made by Seller, by any agent of Seller or by any other person. Within 30 days after the Effective Date of this Agreement, Seller shall deliver to Purchaser a recently dated boundary survey of the Property ( "Survey ") certified to Purchaser, Seller, and Title Company, prepared by Barghausen Engineers ( "Surveyor "), showing the dimensions of the Property. The Surveyor shall certify to Purchaser and Seller the gross number of square feet of the Property. Upon completion of the survey, it shall be attached as Exhibit A-2. The number of square feet certified shall conclusively establish the basis for determining the Purchase Price absent a showing by either party of perceptible mistake or fraud on the part of the Surveyor. 8. Subdivision, Approvals and Parking. (a) Subdivision. Seller and Purchaser agree and acknowledge that the Property must be reconfigured as shown on Exhibit A Seller agrees at its sole cost and expense prior to Closing to obtain governmental approval of a subdivision (or short subdivision) to create and establish the Property (as reconfigured) as a legal lot, separately assessed for real property tax purposes; so long as the requirements and conditions to the subdivision are reasonably acceptable to Seller (the "Subdivision "). Seller agrees to make application for such Subdivision no later than 10 days after the waiver of the Inspection Period. Notwithstanding the foregoing, the parties agree and acknowledge that City of Tukwila is contemplating passing an ordinance by April 1, 1997, which would facilitate this subdivision and therefore, the parties agree that it is in their best interests to delay the application until after the passage of such ordinance, but in no event later than April 10, 1997 (unless Purchaser has not yet waived the inspection contingency). If Seller commences the Subdivision prior to waiver of the inspection contingency set forth in Section 7, and if this transaction does not close (except due to a default by Seller), then Purchaser agrees to reimburse Seller for all of the reasonable costs and expenses incurred by Seller in connection with the Subdivision. (b) Approvals. Except for the Subdivision, Purchaser shall be responsible for obtaining all Approvals (as hereinafter defined) and shall diligently proceed to obtain such Approvals beginning on the Effective Date. (c) Parking. Purchaser and Seller agree that there will be insufficient parking on the Property for Purchaser's development. Seller agrees to use its best efforts to amend the Covenants, Conditions and Restrictions recorded with the King County Auditor at No. 9606122127, as amended (the "CC &Rs "), to allow Purchaser the nonexclusive right to use 44'nondesignated parking spaces on the property (Lot A) owned by Seller adjacent to the Property for support of up to a 2,300 square foot retail building or restaurant. 9. Remedies. In the event that Seller shall fail to consummate this Agreement for any reason, except Purchaser's default, or termination of this Agreement by Seller or Purchaser pursuant to the provisions hereof, Purchaser, as Purchaser's sole and exclusive remedy LPSEAI K:\ CGIV RN \HOMEDEPO \TUKWILA \19239JRN.AGM HOMEDEPO \TUKWILA \TACO TIME 5 Final hereunder, may either (i) terminate this Agreement by written notice thereof delivered to Seller on or before the Closing Date (in which case the Deposits shall be returned to Purchaser and the parties shall have no further right or obligation hereunder), or (ii) enforce specific performance of this Agreement. In the event that Purchaser shall fail to consummate this Agreement, except for a termination contemplated herein, Seller shall be entitled to receive immediately the Deposits as liquidated damages as its sole remedy. Initials of: eller: C.1_ Purchaser: 10. Adjustments. As to the Property, the following shall be prorated between Seller and Purchaser as of 11 :59 p.m. of the day preceding the Closing Date (the "Adjustment Point "): (a) Real estate taxes, sewer rents and charges, and other state, county, school district, municipal and other governmental and quasi - governmental taxes, charges and assessments; Seller shall pay all taxes then payable that are liens against the Property on the Closing Date, whether or not such taxes are past due or are thereafter to become due; provided, however, current year's real property taxes shall be prorated through the Closing Date based on a 365 -day year and on the most recently available tax rate and valuation. (b) Assessments payable over time, so that any payments due prior to the Closing Date shall be paid by Seller. In the event a govemmental agency makes an assessment without the Seller's approval, which assessment must be paid in a lump sum prior to the Closing Date, and Seller refuses to pay such assessment, then Purchaser may terminate this Agreement and Purchaser will not have any obligation to pay such assessment but may not require Seller to pay it if Seller chooses to contest such assessment. In the event a governmental agency makes an assessment which must be paid in a lump sum with the Seller's approval, then the Seller shall pay such assessment prior to the Closing Date. 11. Closing Documents. The following documents shall be delivered at or prior to the Closing: (a) Seller shall execute, acknowledge and deliver to Purchaser in recordable form a statutory warranty deed (the "Deed ") subject only to the "Permitted Encumbrances" as defined in Section 13. (b) Seller and Purchaser shall deliver a duly executed and acknowledged Real Estate Excise Tax Affidavit with respect to this transaction. (c) Seller shall deliver the FIRPTA Statement. 6 LPSEAI K;\ CG !URN \HOMEDEPO\TUKWILA\192391RN.AGM HOMEDEPO\TUKWILA\TACO TIME Final 12. Eminent Domain. In the event the Property should be materially and adversely affected by condemnation prior to the Closing Date, Purchaser may elect one of the following: • (a) To terminate all of Purchaser's obligations under this Agreement upon notice to Seller; or (b) To take title to the Property in accordance with this Agreement, subject to a reduction in the Purchase Price for any eminent domain awards or condemnation proceeds received by Seller prior to closing. In the event of any negotiations prior to closing with any authority regarding the payment of any awards or other sums for taking through condemnation or eminent domain, Seller will inform Purchaser of all such negotiations of which Seller has notice and will permit Purchaser to take part therein. 13. Title Insurance; Conveyance of Title. (a) Seller has ordered and provided to Purchaser a preliminary commitment for title insurance prepared by Transnation Title Insurance Company (the "Title Company ") relating to the Property, together with all underlying documents described or referred to in the title insurance commitment (the "Title Commitment "). The list of Permitted Encumbrances for the Property is attached to this Agreement as Exhibit B ( "Permitted Encumbrances "). During the Inspection Period, Purchaser shall have the right to review and approve the Title Commitment and Permitted Encumbrances and if Purchaser does not approve them, then Purchaser shall have the right to terminate this Agreement in accordance with Section 7. (b) Seller shall convey to Purchaser good, marketable, insurable, indefeasible fee simple title to the Property by the Deed, free and clear of all liens, encumbrances, and other exceptions to title except the Permitted Encumbrances. At Closing, the Title Company shall provide an ALTA owner's standard coverage policy, or extended coverage policy, if Purchaser elects to pay the additional premium of title insurance, insuring that fee title to the Property (together with any access easements) is vested in Purchaser, subject to no defects or encumbrances except for the lien of real property taxes for the current year and the Permitted Encumbrances. (c) If the Property is affected by any encumbrance, outstanding interest or title exception not a Permitted Encumbrance, which arises between the date of issuance of the Title commitment and the Closing Date, then Seller shall remove, satisfy or cure the same, and shall for this purpose be entitled to a reasonable adjournment of the Closing, but in no event shall the adjournment exceed thirty (30) days after the Closing Date. (d) Except as otherwise expressly provided herein, the parties hereto acknowledge that the Property is being conveyed "as is" in its present condition, subject to 7 LPSEA I K:\ CGIURN \HOMEDEPO \TUKWILA\19239JRN.AGM HOMEDEPO\TUKWILA \TACO TIME Final 14. Deposits. LPSEAI K:\ CGIURN \HOMEDEPO \TUKWILA \19239JRN.AGM HOMEDEPO \TUKWILA \TACO TIME reasonable wear and tear and natural deterioration between the Effective Date and the Closing Date. (a) Within three (3) days of the execution hereof, Purchaser shall deliver ONE HUNDRED DOLLARS ($100.00) (the "Initial Deposit ") to the Title Company's escrow department (the "Escrow Agent "). Unless Purchaser elects to terminate this Agreement as provided in Section 7 at the expiration of the Inspection Period, the Purchaser shall deposit with the Escrow Agent the additional sum of Twenty -Five Thousand Dollars ($25,000.00) (the "Extension Deposit "). The Initial Deposit and the Extension Deposit shall be referred to as the "Deposits ". If the Purchaser does not deposit the Extension Deposit, then this Agreement shall terminate. All Deposits (plus interest) shall be deposited in an interest bearing account and shall be applicable to the Purchase Price. The Initial Deposit shall be nonrefundable to the Purchaser. The Extension Deposit shall be nonrefundable to the Purchaser once deposited, except in the event this transaction fails to close due to a default by Seller. Escrow Agent shall make disbursement of the Deposits in accordance with this Agreement. (b) At Closing, the Deposits and all interest thereon shall be delivered to Seller. In the event of default, the Deposits and all interest thereon shall be disbursed in accordance with Section 9. (c) If at any time prior to the Closing Date the Escrow Agent receives a certificate of either the Seller or Purchaser (the "Certifying Party ") that the other party (the "Other Party ") has defaulted under this Agreement or that the Deposits should be released to the Certifying Party prior to Closing, Escrow Agent shall notify the Other Party by mail of the Certifying Party's demand and send the Other Party by mail the Certifying Party's demand and a copy of such certificate. If the Other Party within five (5) business days of the Other Party's receipt of such notice fails to notify the Escrow Agent of any objections to the release of the Deposits, then the Escrow Agent may deliver the Deposits to the Certifying Party and thereupon be discharged and released from any and all liability hereunder. If the Escrow Agent receives contrary instructions from the Other Party within five (5) days after the Other Party's receipt of said certificate, the Escrow Agent shall not so deliver the Deposits to the Certifying Party but shall continue to hold the same pursuant hereto. The Escrow Agent shall not otherwise release the Deposits except as set forth in this Section. (d) In the event that a dispute arises with respect to the distribution of the Deposits held, Escrow Agent may apply to a court of competent jurisdiction for an order determining the party or parties to whom such deposit shall be paid. All costs of such proceedings together with any attorneys' fees and costs incurred by Escrow Agent and the successful party or parties in connection therewith shall be paid by the unsuccessful party or parties to such proceeding. 8 Final 15. Conditions of Closing. (a) Conditions to Purchaser's Closing. The obligation of Purchaser hereunder shall be subject to the fulfillment of the following conditions on or prior to the Closing Date, each of which shall continue as conditions until Closing unless expressly waived in writing by Purchaser: (i) Purchaser has received the governmental permits for building (not including a certificate of occupancy), zoning, shoreline permit and signs which are required to construct and operate a "Taco Time" (the "Approvals "). (ii) Purchaser has received reasonable assurance that the Subdivision is complete and duly recorded. (iii) The representations and warranties of Seller contained herein shall be true and correct as of Closing. (iv) The CC &Rs are amended as provided in Section 8(c). (b) Conditions to Seller's Closing. The obligation of Seller hereunder shall be subject to the fulfillment of the following conditions on or prior to the Closing Date, each of which shall continue as conditions until Closing unless waived by Seller: (i) The sale and purchase of the remaining portion of Lot B as shown on Exhibit A-1 shall close simultaneously with the sale of the Property to Purchaser. (ii) The representations and warranties of Purchaser contained herein shall be true and correct as of Closing. (iii) Seller has obtained the Subdivision. In the event the conditions to Closing described above have not been satisfied, then the party to whom such conditions are required shall have the right to terminate this Agreement after providing written notice and ten (10) days opportunity to cure to the other party. The Deposits shall be disbursed to the party who was prepared to close but for the unsatisfied condition. 16. Assignment. The provisions of this Agreement shall be binding on and inure to the benefit of the parties hereto, as well as their respective heirs, executors, administrators, successors and assigns. This Agreement may be assigned or transferred by Purchaser or Seller at any time provided the assignee agrees to be bound by the terms and conditions of this Agreement. In the event of such an assignment or transfer, then the assignor shall remain primarily liable for the performance of all terms, covenants and conditions of this Agreement. LPSEAI KA CGlURN \HOMEDEPO \TUKWILA\192397RN.AGM HOMEDEPO\TUKWILA \TACO TIME 9 Final 17. Real Estate Commission. Purchaser and Seller represent and warrant to each other that they have dealt with no broker or similar individual or entity in connection with this Property except for a commission of $21,204 to be paid by Seller to Northwest Retail Partners, Ltd. (attention: Larry Anderson) if and when Closing occurs. Except for the foregoing, Seller and Purchaser each indemnify and hold harmless the other against and from any and all liabilities and expenses including attorneys' fees incurred in connection with all claims for commissions or other compensation that may be made by anyone claiming through the indemnifying party in connection with this Agreement or the Property. The provisions of this Section shall survive the delivery of the Deed. 18. Notices. Any notice, offer, acceptance, consent or other communication required or desired to be given or delivered under this Agreement shall be in writing and shall be given (a) by hand, (b) by United States, certified registered mail, postage prepaid, return receipt requested, (c) by overnight delivery (e.g., by Federal Express) or (d) telecopy or facsimile, with original mailed by U.S. Mail or overnight delivery. If notice is to be given to Purchaser, it shall be addressed as follows: Matthew E. and Gayle N. Tonkin 3300 Maple Valley Highway Renton, WA 98059 Attn: Matt Tonkin Fax: (206) 228 -8226 With a Copy To: BULLIVANT HOUSER BAILEY PENDERGRASS & HOFFMAN 1601 Fifth Avenue, Suite 2400 Seattle, WA 98101 -1618 Attn: George Yates Fax: (206) 386 -5130 If notice is to be given to Seller, it shall be given to Seller at: HOME DEPOT U.S.A., INC. AGC Center 9450 SW Commerce Circle, Suite 325 Wilsonville, OR 97070 Attn: Jim Lyon Fax: 503- 682 -9857 LPSEAI K:1CGIURN 1HOMEDEPO \TUKWILA119239JRN,AGM HOMEDEPO\TUKWILA \TACO TIME 10 Final with a copy of said notice to: HOME DEPOT U.S.A., INC. 601 S. Placentia Fullerton, CA 92631 Attn: Daniel R. Hatch Fax: 714 -526 -8593 LANE POWELL SPEARS LUBERSKY 1420 Fifth Avenue, Suite 4100 Seattle, WA 98101 -2338 Attn: Jane Rakay Nelson Fax: 206 - 223 -7107 The addresses set forth above may be changed by notice given in accordance with the provisions of this Section. If given by hand or made by overnight delivery, such notice or other communication shall be deemed sufficiently served or given for all purposes hereunder upon delivery, and if by mail, such notice or other communication shall be deemed sufficiently served or given for all purposes hereunder on the date set forth on the return receipt. 19. Severability. The invalidity or enforceability of a particular provision of this Agreement shall not affect the other provisions hereof, and this Agreement shall be construed in all respects as if such invalid or unenforceable provision were omitted. 20. Entire Agreement. This Agreement is the entire agreement between the parties and may be amended only by an instrument in writing signed by the party against whom enforcement of any change is sought. 21. Governing Law. This Agreement shall be governed, construed and enforced in accordance with the laws of the State of Washington. 22. Further Cooperation. Purchaser and Seller further agree they will execute such other and further documents as may be necessary or desirable to complete the transfer of the Property and to satisfy the obligations described in this Agreement, all to the end that this Agreement and the transactions and undertakings contemplated by this Agreement may and will be carried out and consummated in the most expeditious and convenient manner. 23. No Recordation. This Agreement may not be recorded. 24. Miscellaneous. (a) This Agreement shall not be binding on either party or effective for any purpose unless and until a fully executed copy is received by both parties hereto. LPSEAI K:\ CGI\ 1RN \HOMEDEPO\TUKWILA\192391RN,AGM HOMEDEPO \TUKWILA \TACO TIME 11 Final Av.* wwwrwn.N. ...rr+r.www wr...w....rw.w.r ur.rr.w w...- (b) This Agreement (including all Exhibits hereto) constitutes the entire and irrevocable agreement of the parties with respect to the matters set forth herein. (c) All prior discussions or understandings with regard to the subject matter hereof shall be deemed merged herein. (d) The captions contained herein are for convenience only and shall be disregarded in the construction of this Agreement. (e) All references herein to any gender or number shall be deemed to include all others, as the context may require. (f) This Agreement shall be binding upon and shall inure to the benefit of the heirs, executors, administrators, successors and assigns (as permitted pursuant to the provisions of this Agreement) of the parties hereto. No third party benefit is intended by any provision of this Agreement nor may a third party act in reliance upon any provision hereof. (g) Each of Purchaser and Seller agrees to indemnify the other and hold the other harmless with respect to any liabilities, including, but not limited to, legal fees and costs, applicable to the period of the indemnifying party's ownership of the Property. The provisions of this Section shall survive delivery of the Deed. The provisions of Sections 5 and 6 shall survive the delivery of the Deed for a period of one (1) year after the Closing Date. (h) In the event of any dispute arising out of or relating to this Agreement, whether suit or other proceeding is commenced or not, and whether in mediation, arbitration, at trial, on appeal, in administrative proceedings or in bankruptcy (including without limitation any adversary proceeding or contested matter in any bankruptcy case), the prevailing party shall be entitled to its costs and expenses incurred, including reasonable attorneys' fees. 25. Computation of Periods. All periods of time referred to herein shall include all Saturdays, Sundays and state or national holidays, unless the period of time specifies business days, provided that if the date or last date to perform any act or give any notice shall fall on a Saturday, Sunday or state or national holiday, such act or notice may be timely performed or given on the next succeeding day, which is not a Saturday, Sunday or state or national holiday. LPSEAI K:\ CGIURN \HOMEDEPO \TUKWILA \19239JRN.AGM HOMEDEPO \TUKWILA\TACO TIME 12 Final IN : WITNESS WHEREOF, . the parties hereto have caused this Agreement to be duly . executed as of the date first above. written. Matthew, E. Tonkin, husband y: N . : Daniel R. Hatch Its: Senior Corporate Counsel LPSEAI KA CQIURMHOMEDEPO \TUKWILA \19239JRN.AGM HOMEDEPQITUKWILA\TACO TIME 13 Final EXHIBIT A PROPERTY DESCRIPTION A portion of Lot B of City of Thkwila Short Plat No. L-94-0055, according to the Short Plat recorded under King County Recording No. 9512269001; situate in the City of County of King, State of Washington, as further depicted on the drawing attached as Exhibit A-1 and as more specifically depicted upon Exhibit A-2 upon its completion pursuant to Section 7 of the Agreement. LPSEA1 KACGIVRIAHOMEDEPO1TUKWILA119239.1RN.AGM HOMEDEP01TUKWILAWACO TIME 14 Final EXHIBIT B PERMITTED ENCUMBRANCES 1. General taxes not yet due and payable without penalty. 2. Liability for Surface Water Management (SWM) Service Charge, if any, which are not presently assessed, but may appear on future rolls. 3: Easement and the Terms and Conditions Thereof: Purpose: Underground electric system Area affected: A right -of -way 10 feet in width having 5 feet of such width on each side of a center of Grantee's facilities as constructed or to be constructed, extended or relocated, lying within the subject property Recording No.: 9307270762 4. Easement and the Terms and Conditions Thereof: Purpose: Gas pipelines or pipelines Area affected: 5 feet on either side of the natural gas distribution line as constructed or to be constructed on said premises Recording No.: 9512260577 5. Declaration of Easements and the Terms and Conditions Thereof: Recorded: December 26, 1995 Recording No: 951226057 6. All Covenants, Conditions, and Restrictions, Reservations, Easements or Other Servitudes, if any, disclosed by Short Plat No. L -94 -0055, recorded under Recording No. 9512269001. 7. Restrictions imposed by instrument recorded on February 2, 1961 under Recording No. 5256443 and amended by instruments recorded under Recording Nos. 5332848, 5500900, 6138154, 6138155, 6138173, 6180358, 8703200329, and 9406061388. 8. Agreement and the Terms and Conditions Thereof: Recorded: July 25, 1991 Recording No.: 9107250355 Regarding: Costs of trail, parking and street improvements, temporary and permanent easements 15 LPSEAI K:\ CG1 \JRN\HOMEDEPOITUKWILA1192391RN :AGM HOMEDEPO\TUKWILA \TACO TIME Final • ,• ":" * 0. All Covenants, Conditions, Restrictions, Reservations, Easements, or Other Servitudes, • if any, disclosed by instrument recorded June 12, 1996 under. King County Recording No. 9606122127, as amended. Agreement and the Terms and Conditions Thereof: Recorded: July 25, 1991 Recording No.: 9107250355 Regarding: Intersection improvement agreement, South 180th Street and Sperry Drive, Project No. 88-RWO9 Agreement and the terms and conditions thereof: Recorded: August 13, 1996 Recording No.: 9608130150 Regarding: Easement LPSEA I KACGIURNAHOMEDEP(ATUKWILA 192391RMAGM HOMEDEPOULIKWILAVTACO TIME 16 Final CIVIL GRADING AND. STORM DRAIN GE PLAN LOCATED 14 A PORTION OF SEC: 22, TWP 23N; FIG'E ' 4E, CffY OF TUKWIL STATE OF WASHRVGTON (.n9!'( . i C01' t.01 t�15) it coy. ,! S, ' '• .. .. r . IaM It. ONO NA t M 7. 2 YMUi NO 4SI9 E1791M /� .t:.•i n ) 71y K ssr15'�7'[ ' r 205.00' 1,;1 / ]fE /.7.. 295(1 4+! f tin 'I.1 trSL .. •! 129.50; '! IC -iim (v 1 2c t EC rr W�([ • C.I ,hrllls) , [%' r . 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P 1162S L 4236 • A 1000T21 1000' 1 1r 6 62' • 15s/i5)/d IMP • ntanStO PfIlffn p•rosto ctscont • 2,40.42 640n• ammo Dims Srainro.O. • NO.or.rn r4in406 04C6 Pwrolin int ors! Wsna oukor/c 13494 61644 MCI • 061"C 1106 of n4Tmon Dailm 0404mfo pomp • In • 6 , . iumout (m.o. 063 n01 COIL • P.34.05E0 Mau mot 661: 0118' colmom Icr• or 646x surywi now o96606 mopostIo o4.06 oniouM - • -• /212918. • • 000.0 SEM. UM 4.03.0so ItOcKusf CM • GENERAL NOTES' I.. IOTA TO Ctif. 9I6 PiMl (OW Cl) 104 Mi. 1016194106 COMM. '• NO Ont. SRC 1:021.12 Monona.. • • Oa DOOM toovozo sot-crotoo 641 OHM Cl. • 3. 10 10 CC OM OCIALS SKIT 606 COALS Col 21042114C COMPE16 31.so AT somas OPDON0i ' 4. s MLT Co /OP coourcw No 1teno1 CONVIOL NVICMD roe Cal6111114'1K4 144006 0 11/XL WW1 N'PROVAL 1 "f„ rar w 0 0 REGISTRATION NUMBER: • : ' ` • EXPIRATION OATS' ;0 1—-- . .::,401100.00B1 EFFE'CTTIVE :•: :DATE 09/26/98 01/21/85 t. _i!!rl lfrrNfrflfiiiilff /if(! fir r/ rirjfifiif /iifrrfriiiiiiiifi�iiriii _ _ .. /rif�iY/�ii -- iii+rir /fiiii /rrti //'rii/riivii/i� frr/vf�iiii /r //% /r / / /i / //If / / /r /l DEPARTI., OF LABOR AND INDUSTRIES THIS - CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A LOVE :BUILD RS 1300 - :MAPLE VA1:1:EYY 'tENTON ;WA '981O58'e HWY STATE OF WASHINGTON F625-052-000(3-92) GENERAL NOTES ALL WORK SHALL CONFORM TO APPLICABLE CODES, INCLUDING BUT NOT LIMITED TO THE 1494 UNIFORM BUILDIN6 CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL RULES, REGULATIONS AND ORDINANCES OF THE GOVERNING AUTHORITY. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, AND SITE CONDITIONS, AND SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY DESGREPANGIES, ERROR5, OR OMISSIONS PRIOR TO PROCEEDING WITH THE WORK. 00 NOT SCALE THE DRAWINGS FOR CRITICAL DIMENSIONS. DIMENSIONS ARE SHOWN TO FACE OF STUDS UNLESS INDICATED OTHERWISE. THE PROJECT SHALL BE SCHEDULED AND INSTALLATION OF ELEMENTS COORDINATED AS NECESSARY TO PERMIT WORK BETWEEN DIFFERENT TRADES TO PROCEED WITHOUT UPSETTING PROPER CONSTRUCTION SEQUENCES OR DELAYING THE PROJECT SCHEDULE. PLUMBING, ELECTRICAL AND MECHANICAL CONTRACTORS SHALL VERIFY ALL REQUIREMENTS FOR THIS PROJECT AND COMPLY WITH ALL LOCAL CODES, SUBMIT PLANS FOR APPROVAL AND OBTAIN PERMIT BEFORE STARTING. WORK. DO NOT VARY OR MODIFY THE WORK SHOWN WImOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. DETAILS WHICH OCCUR BOTH RIGHT - AND LEFT -HASID ARE SHOWN ONLY ONCE. TYPICAL DETAILS ARE NOT REFERENCED AT ALL LOCATIONS, THE INTENT 15 THAT THEY CARRY THROUGHOUT THE PROJECT UNLESS OTHERWISE NOTED. ALL REQUIRED SHOP DRAWINGS AND SUBMITTALS SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. ALL SHOP DRAWING DIMENSIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR. GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY HIMSELF OR OTHER TRADES. ABBROVI A T IONS AB ANCHOR BOLT AC TILE ACOUSTIC TILE ACT ACTUAL AFF ABOVE FIN. FLOOR ARCH ARCHITECTURAL AvG AVERAGE BLDG BUILDIFIC: ELK. BLOCKING BM BEAM BOT BOTTOM C1U CONCRETE BLOCK CFM CUBIC FEET/1MINUTE CL CENTER LINE CLG CEILING CLR CLEAR COL COLUMN FO CONST CONSTRUCTION GA CONY CONTINUOUS GALV CONC CONCRETE GL COR CORRIDOR GWB CTR CENTER HC CW COLD WATER HO4 DBL DOUBLE HOWE DTL DETAIL HM DIA DIAMETER I10R DIM DIMENSION HT DN DOU.N HW DO DITTO NWT DR DINING ROOM, DR NSUL 03 DOWNSPOUT INT DWG DRAWNG E EXISTING EA EACH ELEv ELEVATION EXIST EXISTING EXT EXTERIOR FF. FINISH FLOOR FIN FINISH FL FLOOR FLASHG FLASHING FT-1 FIRE HYDRANT FOIL P.IRNISHED BY OWNER INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER INSTALLED BY OWNER FINISH OPENING nlr.F GALVANIZED GLASS GYPSUM WALLBOARD HOLLOW CORE HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HEIGHT HOT WATER HOT WATER TANK INSULATION INTERIOR —,A 698Z0 SOUTH 180th STREET, TUKWILA, WASHI \GTON TENANT TACO TIME RESTAURANT 66 SO. 180th STREET tU ILA, WA 98188 .14RCI -E I TECT MERRICK LENTZ ARCHITECT 1800 -136th PLACE N.E., *100 BELLEVUE, WA. 98005 (206) 147 -3177 FAX (206) 747 -7144 CONTACT: RICK LENTZ STRUCTURAL. VOELKER ENGINEERING, INC. 1211 MARKET STREET KIRKLAND, WA 98033 (206) 827 -0147 FAX (206) 828 -3014 CONTACT: CHARLES VOELKER ENERGY' NOTES KE5 KITCHEN EQUIPMENT REF REFERENCE SUPPLIER RECTO REQUIRED KIT KITCUIEN REV REVISION LAV LAVATORY RM, R15 ROOM, ROOMS LR LIVING ROOM R7 ROUGH OPENING LT LIGHT R5 ROUGH SAWN LOC LOCATION SC SOLID CORE MATL MATERIAL SO-ED SCHEDULE MAX MAXIMUM SECT SECTION MFR MANUFACTURER SIT SHEET MTL FETAL SPECS SPECIFICATIONS MIN MINIMUM SF SQUARE FEET MISC MISCELLANEOUS 51-1TH'G SHEATHING MUL MILLION BGY SLAB -ON -GRADE NA NOT APPLICABLE 5TOR STORAGE NIC NOT N THIS CONTRACT STRICT STRUCTURAL NO, • NUMBER SUSP SUSPENDED NOM NOMNAL SQ SQUARE NTS NOT TO SCALE TOC TOP OF CONCRETE 00 ON CENTER TOS TOP OF SLAB OD OUTSIDE DIMENSION TOW TOP OF WALL PER= PERFORATED TOP TYPICAL PT PAINT UNFN UNFINISHED PT. PRESSURE TREATED UR URINAL PL PLATE vB VAPOR BARRIER P LAM PLASTIC LAMNATE VCT VINYL COMPOSITION TILE PLY PLYWOOD VERT VERTICAL Q TILE QUARRY TILE WC WATER CLOSET R RISE, RADIUS WP WATERPROOF *5BAR REINFORCING BAR orne. CIVIL /LDSCP PFROJECT NOTES SARGHAUSEN CONSULT. ENGRS. 18215 72nd AVENUE SOUTH KENT, WA 98032 (253) 251 -6222 FAX (253) 251 -6782 OWNER LEGATO, INC. 5500 MAPLE VALLEY HIGHWAY RENTON, INA 98056 (206) 226 -6656 FAX (206) 228 -TACO CONTACT: JACK LOVE ELECTRIC RESISTANCE HEAT 15 NOT ALLOWED. ALL EXTERIOR DOORS TO BE WEATHERSTRIPPED. ALL SEAMS AND JOINTS TO BE SEALED, CAULKED OR GASKETED. PROJECT NAME: TACO TIME RESTAURANT PROJECT ADDRESS: SOUTH 150th STREET TULAILA, WA 98188 SCOPE OF WORK: PARCEL NUMBER: 362504 -9105 GOVERNING GORE: ENERGY CODE: CONSTRUCTION TYPE: OCCUPANCY: ZONING: BUILDING AREA PARKINS REQUIRED: PARKING PROVIDED: SITE AREA 1>11—ousi CONSTRUCTION OF A NEW 2,295 S.F. RESTAURANT. W/ RELATED SITE, PARKING, AND DRAINAGE IMPROVEMENTS. 1944 USG CITY OF TUKWILA ZONING CODE 1944 WASHINGTON STATE ENERY CODE V -N, NON- SPRINKLERED A -3 TUC 2,295 5.F. 46 STALLS LOT 'B' OF CITY OF TUKWILA SHORT PLAT NO. L-94 -0055, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 9512264001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. I8 STALLS PLUS 10 GAR STACKING IN DRIVE -THRU LANE REMAINDER OF REQUIRED PARKINS BY RECIPROCAL AGREEMENT W/ HOME DEPOT 56,655 5F (0.64 AC) LEGAL DESCRIPTION NORTH DRAWING INDEX A —O COVER SHEET, PROJECT NOTES A -1 SITE PLAN, SITE DETAILS A -2 FLOOR PLAN, DOOR, WINDOW SCHEDULE A -3 EXTERIOR ELEVATIONS A -4 REFLECTED CEILING PLAN / ROOF0PLAN A -5 SECTIONS _$ DETAILS F —I EQUIPMENT / SEATING PLAN FOUNDATION PLAN, GENERAL NOTES ROOF FRAMING PLAN S —I 5 -2 5 -3 DETAILS :ntierstand that the Plan Check approvals are "ect to errors and orntsNlonS and approval of does not authorize the violation of any ,ea code or t}r.>>narICe Receipt of con - „ tc opyofapprovedplansacknowle \ MAP NO SCALE - LENTZ ARC TECT Perrnit No SEPARATE PERMIT REQUIRED FOR: MECHANICAL (' ELECTRICAL PLUMBING L 'GAS PIPING CITY OF TUKWILA ' ;U ILDING DIVISION G` T1)K:J REVISIONS I:.PF RC;�IE� 14:1. 7 1997 BUILDING DIVIV.O\ GI -5 CIVIL —COVER SHEET 02 -5 CIVIL— UTILITY PLAN G3 -5 CIVIL — GRADING AND STORM DRAINAGE PLAN C4 -5 CIVIL —TEMP. EROSION d SEP. CONTROL PLAN ECEIVED 05 -5 CIVIL— DETAILS AND SECTIONS cm LI -4 LANDSAPE— PLANTING PLAN AUG 1 91997 C L2 -4 LANDSCAPE— IRRIGATION PLAN PERMIT CENTER L3 -4 LANDSCAPE— PLANTING NOTES AND DETAILS L4 -4 LANDSCAPE— IRRIGATION NOTES AND DETAILS UNPUBLISHED WORK ©1957 MERRICK LENTZ ARCHITECT. MERRICK 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 206/747 -3177 FAX 206/747 -7149 DATE PROJECT NAME TitCO"Nme. TUKWILA, WA DRAWING TITLE PROJECT NOTE+ DRAWN BY MI— ' CHECKED BY MAY IS, 1991 AI CONCRETE SIDEWALK (EXPOSED AGGREGATE) PROVIDE EXPANSION JOINT 0 8' -0" 0/C MAX. 3/4" RADIUS TYP. - Il IaIluIMIIIIIl I III 0 0 A ;Cph,o CURB DETAIL SCALE. IV, ".1.-o. I_ _I I4 "P SCALE: 3/4 " -I' -0" II Ili 11i 11 z "111 111 =1111 — . 1 I 111 1i -111- SCALE: 3/4 "•I' -0" - ROUNDED SMOOTH CONC. CAP "P GALV. PIPE. FILL w /CCNC. PRIMED AND PAINTED W/ 2 COATS MARINE ENAMEL CONC. WASH ,ASPHALT OR CONC. PAVING ONC. FOOTING • HORIZ. REINF. TIES e12 " 0.C. w/ (3) *4 VERT. BARS BOLLARD DETAIL II I ASPHALT PAVING GRANULAR BASE GALV. METAL FLASHING (COLOR TO MATCH BUILDING) BOND BEAM 4' -0" O.C. AND 0 TOP W/ 2- #5 BARS CONT. SPLIT FACE CONC. BLOCK (PAINT TO MATCH BUILDING) #5 BARS 0 48" O.C. VERT. AND 8" FROM CORNERS —8 X 8 X 16 C.M.U. WALL 'IH o —GROUT CELLS SOLID WHEN BELOW GRADE — #5 BARS 0 48 O.C. ALT. BEND ` 2- FOOTING #4 BARS CONT. A '6" X DUMPSTER ENCLOSURE 4" THK. CONC. SLAB W/ 6 X 6- W 1.4 X W 1.4 W.W.M. EXTRUDED CURB DETAIL SCALE: IV2 "•I' -0" (2) CHA N LS1( DOORS W/ WOOD SLATS 5 SCALE: 3/4 " /I' -0" 3/0 GATE r - - - I F-1-- GRE48E CONTAINER L___J r DUMPSTER—S L J C DUMPSTER ENCLOSURE 2U 00' NO RE ISIONS TO EXITING PAVED AREAS 6' -2" HIGH CM WALL- (SPLIT FACED BLOCK • EXTERIOR) CONSTRICT PER DETAIL RECY CONTAINERS (9 SF. MIN) 6" DIA STEEL POST CI �� / i /\ / \ SIGN INDICATING COLLECTION POINT FOR RECYCLABLES, 2 SQ. PT. MAX COSITE PLAN SCALE: I" = 20' -0" 16' LIGHT POLE WI LITHONIA DAD KAS FIXTURES (W/ 400W METAL HALIDE LAMP) TYPE,V (SQUARE) I.E.S. CUTOFF DISTRIBUTION TYP. 3 LOG'S a RI 115' -0• STATE DISABLED PARKING PERMIT e1ECUIRED VAN ACCESSIBLE 24'-0" D C- METAL SIGN WHITE BLUE BACKGROUND WHITE LETTERING IAN AT VAN SPACE ONLY, TYP. 2" DIA. STEEL PIPE, PAINTED WHITE DISABLED F'ARICG SIGN 54 6 II'-O° 6' 9'-0"1 EXIST. ASPHALT TO REMAIN LOCATION OF \\ 200' SETBACK FROM \ HIGH WATER MARK 3" WIDE PAINTED STRIPE BARRIER -FREE SYMBOL NO SCALE CITY 0 iOMV• P.F out 7 1997 BUIL „yG DRIIS1 N gUlw'�� CITY RECEIVED WILA AUG 1 9 1997 PERMIT CENTER UNPUBUSHED WORK 01997 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARC ITECT 1800 - 198th Place N.E., Suite 100 Bellevue, Washington 98005 206/747 -3177 FAX 208/747 - 7149 PROJECT NAME DRAWING TITLE SITE PLAN DRAWN BY ML CHECKED BY RESIATERED ARCHITECT HERRICK P. LENTZ STATE OF WA44IN5TON Taco'llme, TUKWILA, WA DATE MAY 19, 1991 REVISIONS JULY 28, 1991 ROOM PINI SCHEDDD L E ROOM FLR 5ASE WALLS CEILING REMARKS NORTH SOUTH EAST WEST FIN. i HT. VESTIBULE TILE TILE PAINT PAINT PAINT PAINT VINYL AL .4R ENTRY TILE TILE PAINT PAINT PAINT PAINT G�L.E�I' +9'-2' AL DINING: TILE TILE PAINT PAINT PAINT PAINT GN ' 44' -2" MEN TILE TILE TILE TILE TILE TILE Eff. 45 • WOMEN TILE TILE TILE TILE TILE TILE STAIN +6' -0" SERVICE TILE TILE PAINT F.RP. PAINT F.RP. PAINT FRP. PAINT F.RP. a s Vii . +9' -2° +9' -2° ST iLe5 AT CEILING KITCHEN TILE TILE COOLER TILE TILE F.RP. F.RP. F.R.P. F.R.P. F.R.P. +6' -0" NOTE 2 OFFICE TILE TILE F.RP. F.RP. F.R.P. F.R.P. GEIL • +8' -0" NOTE 2 DRY STORAGE TILE TILE F.R.P. F.R.P. F.R.P. F.R.P FE9PIL . +R' -2" NOTE 2 DOOR SCHEDULE aaswnN SIZE 1V1212l'dA adu HSINId ZSVMCIaINdH 9Nll�dal a?�Ila! al3$O"1� MQH 7INdd FRAME REMARKS 9'dllialYNI aNAL 9NIlsra 7lll4 H51NI.1 I 5'-6" X l' -0" I ALUM I 2' -0" X 6' -0" • VINYL AL .4R A MO @`"" 2 3' -0" X 7' -0" I ALUM 3 2 DOUBLE • • AL 4 R' -0" X 5' -0" 3 3' -0" X - 1' -0" 2 SC STAIN 5 • YID ST 4 3' -0" X R'-O" 2 50 STAIN 3 • IV ST 5 PR2'- 6 "X 2 50 STAIN IV ST WINDOW SCHEDULE �V�SAfiPI SIZE MATERIAL 6dAZIN6 U -VALUE '9h51 REMARKS I 4' -0" X 6' -a I VINYL DOUBLE .4R 1.0 2 2' -0" X 6' -0" 2 VINYL DOUBLE .4R 1.0 3 2' -0" X 5'-O" 3 VINYL DOUBLE .4R 1.0 4 R' -0" X 5' -0" 4 VINYL DOUBLE .4R 1.0 WINDOW TYPES: I /4" • I' -0' HARDWARE eNEDULE: 4' -0" DLO" 0 DOOR TYPES: 1/4" 9 I' -0° NOTE: HVAC SYSYTEM TO PROVIDE MINIMJM VENTILATION OF 5 AIR GHANUES PER HOUR (WASHINGTON STATE E VENTILATION AID INDOOR AIR DUALITY CODE) NOTES: I. VERIFY ALL FINISHES AND MATERIAL SPECIFICATIONS IV INTERIOR DESK:PiER AND OWNER 2. FINISHES TO BE OF A SMOOTH WASHABLE SURFACE. 9 1-0 I IS I I-00 PLAN I /4 "oI' -0" 2,464 SO. FT. NORTH OT' I ILA AUG 1 9 1997 PERMIT CENTER UNPUBLISHED WORK 01997 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARC ITECT 1800 - 138th Place N.E., Suite 100 Bellevue, Washington- 98005 208/747 - 3177 FAX 208/747 -7149 ■ PROJECT NAME 7aco71me. TUKWILA, W, 1 DRAWING TITLE FLOOR PLAN sei-ieeuLas DATE MAY 5,1551 DRAWN BY ML CHECKED BY . REGISTERED ARCMTEGT NERRICK D. LENTZ STATE OF WA51149TON REVISIONS JULY 25, 1551 D'k1cs i METAL TRIM (2;GONT. NEON TUBE METAL ROOFING - METAL GUTTER METAL FASCIA TILE STUCCO TILE WAINSCOT 12 X 12 TILE '_ iiiiiiiiii ii■■ =■■■■► 'ii_iii uimi ii■uuin IMiiii ■ ■1 i■ ■■ ■■ ■ ■�i■ • 0 < 3' -4" OFF. METAL Tt'.21 (2)CONT. NEON TUBE METAL ROOFING METAL GUTTER METAL FASCIA TILE STUCCO TILE WAINSCOT 12 X12 TILE A 11 a iii■■■ ■ iI i■■■■i iiii. -"��i iiii�i�iim u 11111•11•111111111 =NM 11 low ii11111M �lUU ■�iI T I SCUPPER I DOWNSPOUT • IS AFF. • 9' -0" AFF • 3' -4" AFF. FIN. FLR - SCUPPER I DOUINSPOUT METAL TRIM (2)CONT. NEON TUBE TILE METAL TRIM (2r-ONT. NEON TUBE METAL ROOFING METAL GUTTER METAL FASCIA STUCCO TILE WAINSCOT 12 X12 TILE STUCCO TILE WAINSCOT 12 X 12 TILE • WEST ELEY14T I ON 1/4 • 1' -0" ' E4ST ELEvAT I ON I /4 • I'-0 ". - NORTH ELEV4T I ON 1/4 • I'-0" SOI�TH ELEVAT I ON 1/4 • I' -0" IS • 16' -1" AFF. a 9' -0" AFF. FIN. FLR • 1b' -1" AFF. FIN. FLR + 5-0" AFF. Is O \\ + 3' -4" AFF. T „„....RECEIVED AUG 1 s 199? PERMR cENTER UNPUBLISHED WORK 01997 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARC ITECT 1800 - 138th Place TEE., Suite 100 Bellevue, Washington 98005 208/747 -3177 FAX 208/747 -7149 PROJECT NAME RE615TERED ARCHITECT MERRICK D. LENTZ STATE OF EHIHNSTON 7aco'limem TUKWILA, wt DRAWING TITLE FLOOR PLAN DATE MAY S, 1991 DRAWN BY ML CHECKED BY. o`I V , I S5 ' REVISIONS JULY 28, 1991 9'1 OFF SE5 ® 2•" o >c> STRUGT 11- ROOFING CDX SMTH'• r. METAL ER 75B SHTH'e -. METAL :IA RIM — IdT. EENED VENT W.P. 6 ^✓8 -ASTIG CORNERI. 4'-6' ROOFING CAP SHEET EXTEND SCUPPER FLANGES 4" • TOP 4 SIDES, 8" • ROOF W/ NAILS • 4" O.G. ■INGLE PLY ROOFING RIGID INSULATION 'LYWIOOD SHEATHING — CONT. METAL. FLASHING i I y 1G , Y %i'�iii� 4W '•iii � �•:' �•� ' 1 �A�icaeaa� .•.�•'.3•S3.v2 S .❖ :.•._ee... . (2) CANT. NEON 'flee 2 X 6 BLOGKIN6 FIN. GRADE 4" DIA. PERF. PVC FOOTING DRAIN, TYP. 4 PERIMETER OF FOUNDATION SECTION 16" 8 SrALF. 3/4 • I' - 0" SEALANT 24 GA GALV. METAL CONDUCTOR HEAD I "fl 4" DIA GALV. MET. DOON8F'AUT SCUPPER DETAIL. SCALE: I I2 "• P - 0" PLYWOOD PER STRUGT., W/ SINGLE -PLY ROOFtN& OVER 4" CANT STRIP LEDGER PER STRL'GT. BLOCKING PER STRUGT. TYPICAL WALL- CONSTR. I 2X6 WOOD STUDS • 16' O.C., R -I• BAIT INSULATION,, PLYWOOD SHEATHING PER - 5 •` 15• BUILDING PAPER 7/8• CEMENT PLASTER W/ METAL LATH 2X6 BLOCKING 5/8" 613 0 INTERIOR (TYP) 2X6 P.T. PLATE W/ ANCHOR BOLTS PER STRUGT. — 4' THK. CONC. SLAB W/ 6X8 W1.4 X W1.4 OVER 6 MIL. VAPOR BARRIER, OVER A66R86ATE BASE R -IO R161D INSU EXTEND 24" SUSP. CEILING PER DETAIL 5 /A -5 12" ELEVATION REFER STRUGT. FOR TYP. FOUNDATION / FOOTING DETAIL TYPICAL WALL DETAIL SEALANT SINGLE -PLY ROOFING OVER 30• ROOFING FELT -90 R61D INSULATION PLYWOOD ROOF SHEATHING - PER STR OT. ROOF TRUSSES 0 24 O.G. 24 G.A. GALV. MEAL CONDUCTOR HEAD DUCT SIZE 4" DIA GALV. MET. DOU.NSPOUT s TYPICAL APPROVED IL -LION® FIRE DAMPER PROVIDED W RRA -9& CLASS NOR MACE. SAFE AIR MODEL, WC COMPENSATING STYLE CLASS I EXNAUST NOOD TYPICAL EXTERIOR WALL_ CONSTR.o 2X6 WOOD STUDS 0 16" O.G., FACE STAPLE R -1• BATT INSULATION 1-4/ VAPOR RETARDER ON WARM SIDE, PLYWOOD SHEATHING PER STRUGT., 1 15* BUILDING PAPER 1/8" CEMENT PLASTER W/ METAL LATH BYPT m-d .,r....r.�rown 1 -HR RATED COAST. TOL 611.106 W/ 5/8' TYPE 'X• City BOAR 80E8. 11/2" 16 GA GAL, METAL (TEMP Alf) J ANCHOR STRIP SUPPLY AIR PA RISER (TOP 4 BOTTOM/ • TO �D 12 COL LAR AREA ROOF LIMB FLOOR NE I/4" STEEL ANGLE W/ 2- 1/2" DIA LAG BOLTS I" DIA STEEL DOWEL RUNG STEEL LADDER - GRIND ALL EDGES SMOOTH Q / 2-71- D _ / TIPICAL EASE RARING AND CANT • - GRF.A6E STRIP. WATER TIGHT LEVEL CUIRVFLASNNG BY OINEFB. COOK L INE 5/5" 61113 0 INTERIOR (TYP) KITCHEN INSULATED ROOF HATCH 30" X 36" MIN. ACCESS SINGLE PLY ROOFS CANT STRIP RIGID INSULATION Tfl166E8 REIOR 6TRICTURAL PLYWOOD SHEATHING 1' -6" (Th RO i -MATCH L DETAI To ADJACENT AIR INLETS • AIR SPACE MANTAN MN 3' TO MAX. U• CLEARANCE O1 ALL SIDES OF DUCT M.. ALL CREASE DUCT &HAFT ENCLO6URES TO BE SIZE AS NOTED. DUCTWORK TO BE ALL SOLOED CONSTRUCTION LIRBD 1 AIR TICdtT CONTR LOUS L13W A UET CKMICAL EXT... UI G SYSTEM WILL BE PROVICED FOR ALL CLASS 1 140000 WW- Ca'RLY TO WE RIC SEC. 2004. RISE DEPARTMENT AND FIELD NSRLTIGN BY THE LOCAL ARISOICTICTL APE.EXTPIGUISWNG SYSTEM COMPACTOR WLL PROVIDED DETAILED DRAWIGO AND SPECS TO THE LOCAL A LROOICTION FOR RENEW 9• AR SPACE W YL41.1 CLOSURE MRDS. - MANTAN A CLEARANCE FROM COMBUSTIBLE MATERIALS CF NOT LESS 1NAN B• FROM THE NOCD. .8 MAY BE REDUCED TO NOT LEBO THHAN 3' - NOES FRONDED TN CO'ElSTIOLE MATERIAL 18 MOTECTED WITH ONE TOUR RATED MATERIAL GB. SEC. 2009W (REF. TO ARCH. DRAWINGS) TYPE i HOOD SHAFT DETAIL SCALE: *LTG DINING 6LU -LAM. BEAM PER STRLUGT. POST PER STRICT. GONG. PAD PER STRUGT. NET SUSP. GEIL. DETAIL- DINING TYPICAL FLOOR G015TRUGTION 4" THK. GONG, SLAB W/ 6X6 - WI.4 X WI.4 W.W.M., OVER 6 MIL. VAPOR BARRIER, _ OVER AGGREGATE BASE 4 �E'RVIGE SCALE: 1" • I' -0" VERTICAL STRUT TO RESIST VERTICAL COMPRESSION I TENSION FORCES PARA .' F1 TO MAIN RUNNER! 2 GA WIRE, TYP. 45' MAX, TYP MENU WALL- 2X4 WD. STUDS 0 16" O.G.. 5/8" 6WB EA. SIDE MECHANICAL WIT GALV. MTL. FLASHING Rig ROOFING UP CANT AND SUPPORT CANT STRIP SINGLE PLY ROOFING PLYWOOD SHEATHING 4x10 U.O. WIT SUPPORT. RW PERPENDICULAR TO ROOF JOIST MECHANICAL CURB DETAIL TYPICAL WALL GONST48 TIOM ROOF TRUSSES •.24" O.G.; PLYWOOD 84-CANINE' PER STRUOTI.WL VAPOR RETARDER (ON:INARM SIDE) R -SO RIGID INSULATION. SINGLE -PLY ROOFING OVER 508 FELT I I NOTE: ATTACH GRID BRACING ASSEMBLY • 12' or- MAX START FIELD 4' -0" FROM PERIMETER DEMISING WALL. INSTALL PER UBC STD. 41 -I8: © DETAIL.- SEISMIC CEILING BRACING 8 NO SCALE SLOPE ROOF I/4" PER FT. e3UILDINC� SECTION I/4 "•I' -O• ROOF TRUSS 0 24" O.G., PLYWOOD SHEATHING PER STRUGT., R -30 RIGID INSULATION. SINGLE -PLY ROOFING OVER 80* FELT RIGID INSULATION PARALLEL TO CROSS TEE, 12 GA 45 TYP. ENTRY TYPICAL FLOOR CONSTRUCTION 4° THK. COPW, SLAB W/ 6X6 - P41.4 X P41.4 OVER 6 MIL. VAPOR BARRIER, OVER AGGREGATE BASE SUSP. CEO_ DETAIL DINING r lo I'3UILDING SECTION V4 ILO" 4 2 x 4 BRACES TOP OF WALL TO STRICTURE ABOVE • 4 " -0" ALT. DIR. DOUBLE 2 x 4 TOP PLATE STAGGER JOINTS 4' 0/0 SUSPENDED CEILING PER PLAN 2x BLOCKING- • WALLS 410-0" OR TALLER 5/8" GALS EA SIDE .. 2 x STUDS • I6" 0/C PRESSURE TREATED PLATE FASTEN TO FLOOR • 24" 0/0 RECEIVED Sip OF TUKWILA AUG 191997 PERMIT CENTER UNPUBLISHED WORK 01997 MERRICK LENTZ ARCHITECT ' MERRICK LENTZ Z ARC ITEM 1800 - 198th Place N.E., Suite 100 Bellevue, Washington 98006 208/747 -3177 FAX 208/747 -7149 \'••• REGISTERED ARCreTECr PROJECT NAME MERRICK D. LENTZ STATE OF WASHINGTON Tacollme TUKWILA, WA CI1Y OF f ' V � f\ppRU Cl 7 1Q9 DRAWING TITLE SECTIONS 4 DETAILS DATE JUNE 4, 1991 DRAWN BY ML CHECKED BY. REVISIONS JULY 28, I991 1 DESCRIPTION MFR. I MODEL ELECTRICAL PLU°80i5 y .T 191 HP KIN 0294. 01 HM WET eAS NM REMARKS I SERVICE COUNTER CUSTOM MILLWORK 2 5 GASH REGISTER PANASONIC IIO I 02 DCO 3 4 GA9k ',RAVER PANASONIC 110 I 02 DCO 4 9 CRT PANNASONIC LL HO I 02 DCO 5 9 SODA DISPERSER Y't/ ICE BIN 51TC:0 GUSTO. STAINLE6 STEEL 110 I r .2 DCC I/2° 1/'2° I' INDIRECT WASTE GO+ T1ON 6 f ROOF LADDER 1 I OVERHEAD NEVI BOARD FEW DESIGN 8 1 TACO RAIL DOUBLE NOTE •I 8a 1 TACO RAIL SIHSLE NOTE •1 9 4 MICROWAVE OVEN SHARP / R22FT 110 I 2.0 ,• 10 6 24` HEAT LAMP NERCO / EZNYM -24X 110 1 OD •x IOa 3 96° HEAT LAMP NERCO / II 3 SRULI. TOASTVELL 1 6196 110 I ID ,. 12 2 HOT FOOD VIELL WELLS / MOD -200P 2. 4 IDa I HIOT FOOD WELL YELLS 1 MOD -90OD 22 1 2.4 =• 19 2 COMPRESSOR COPELAND 110 NO I I .13 14 g WARMINS DRAINERS HATCO / HDF-15 1.0 {DCO lS 6 STAINLESS STEEL WORK COWER CUSTOM STAINLESS 51®. 16 2 HAND SINK W/ FAUCET 626 CHIC., I/2 1/2' 1 I DIRECT WASTE CONNECTION 19 I FRY LA`IDIN6 CUSTOM STAUNLIES STEEL I$ HEAT LAMP HATCH / SRFCC -ID 1I0 0.7 19 1 TYPE I EXHAUST HOOD 110 I \ I NOTE •1, FY/ MAKE-UP AIR I9a 0 TYPE II EXHAUST HOOD 110 I NOTE •l 20 I EXHAUST FAN NOTE *I 20a O EXHAUST PAN MOTE or 21 LOT FIRE SUPPRESSION SYSTEM 22 2 U*GOU TER RDCRIR 1EATOR RANDELL 110 110 I I DG0 I/2 100! 25 2 FRYER PITCO / 145 03 DCO 29a 5 TIMERS FRINGE CASTLE 110 I DCO 1/2 •• 256 I FRYER PITCO /95 110 I DCO V2 " 1•• 24 I TACO RANEE US RANEE / TR -116 3/4 60 25 2 STEAM JACKET 6ROEN i TDB -140 3 ' 63 =•X 1 /2° 26 I FILL FAUCET FISHER / 2940 21 1 9 DOOR FREEZER DELFIELD 6176 -5 •• I 12 ■ SCO I 26 1 STAID FOR STEAM JACKET CUSTOM STAINUES STEEL 29 I LETTUCE SLICER EL.OSE ! 26501 IIC 1 0.4 ow 30 1 CHEESE SHE HOBART / 4612 ILO I 0.4 pc0 31 1 PREP W TYS FAUJGL'T LAM 0 2 4 / IIEt°29RD24 I/2` 1 /2` 1/2` I INDIRECT WASTE CONNECTION 52 I FIRE EXTiN6LACNER CUSTOM STAHLEB6 S1EE,. gg 1 9 COMA' POT R PAN SINK W/ CHICAEO FAUCET LMIBECTSON / 3N5F29RD24 10' 1/2` 11/7 DIRECT WASTE COI@6LTION 34 lLOT' WALL MOUNT OVER5HELVES CUSTOM 5TACLETi6 5TE3. 65 1 COFFEE MAKER / WARNER 110 I lb DCO 1/2" S6 ■ ICED TEA MAKER BUNOMATIC NOTE MI gT I -CFA TEA DICPL 98 5 FT.00R DRAIN 1 la. BY PLUMBER C I 2EP MACHINE 110 I DGO 40 1 ICE MACHINE SCOTSMAN f-5 ILO DGO 12' I/2' NOTE MI INDIRECT WASTE CONNECTION 41 I MOP SINK CUSTOM STAINLE i STEEL I/2" I/2" 1 I/Y DIRECT WASTE CONECTION 42 I WATER HEATER 15 SAL. X X NOTE .1 49 SPARE NUMMI. 44 I CO2 TANK AD.I. NOTE •1 45 1 SODA STORAGE COKE 46 4 SHEE.VINE UNIT METRO / ZINC 49 9 ROLL -. CART 46 1 WALK -IN COOLER CUSTOM f 220 I �X t 9/ 4' #1 I NDIRECT YVLSTE CONNECTION 44 ILC room 30 4 COOLER SHELVIH&5 METRO / METROMAX 51 I OFFICE DE 52 LOT OVERHEAD CAaIMET 55 SPARE NUTR R 54 I SAFE 55 SPARE NUMBER 56 ILOf CIPLOYEC LOCKERS Cl -LOT EXTERIOR rev 304RD rt 58 I RICHLITE CVTTINE BOARD 59 0 WATER FILL I lit' I iZZ 60 I F ILE CAHINIT 61 I SPLASH &LARDS CUSTOM STA I K8 STEEL 62 I CHAT II TABLE EMU I Pf"IENT L I ST 1'i4_1�L Dq7 -0181 I. VERIFY EQUIPMENT REGUIRENE9Ni5 WITH OFFER. OR SUPPLIER. EQU I 1 / SE,4T IN F'1..,41\1 0 c 1 1997 RECEIVED CRY OF TUKWILA PERMIT CENTER UNPUBLISHED WORK 01997 MERRICK LENTZ ARCHITECT MERRICK LENTZ ARC ITEM 1800 - 138th Place N.E., Suite 100 Bellevue, Washington 98005 208/747 -3177 FAX 208/747 -7149 PROJECT NAME 411mo TUKWILA, WA AP ROVED SUBJ CT TO ORDINANCE MAY 1 9 1997 KIN C CO. PT OF i OLI HEALTH DRAWING TITLE EQUIPMENT SEATING PLAN DATE MAY 8,1937 DRAWN BY 1-IL CHECKED BY. REVISIONS RE615TEREP ARCHITECT MERRIGK P. LENTZ STATE OF WA9946TON MARK SHEATHING NAIL SPOONS 5/8' DIA SOLE PLATE EDGE FIELD A.BOLT SPA NAILING 1/2" COX "o.c. "o.c. (2) ROWS P3 ONE SIDE 3 12o.c. 24 16d 0 5" 1 /2' CDX P R ONE SIDE 6 12 "o.c. 48'o.c. 16d 0 7 1 /2" DIA PLAIN ROUND STOCK (A36) X 3' -0" 0 24" o.c. GREASE ONE END & CUT WITHOUT FLARE CONSTRUCTION JOINT (C.J.) SHRINKAGE JOINT (S.J.) PROVIDE JOINTS ®15'D. MAX 5-D r5 } S QXs HPAHD22 `O7 'PER S /S3 -- - -- HPAHD22 PER B/53 - 1" X 1/8" CONTINUOUS ZIP STRIP OR SAWN JOINT -- 29 21' -1" 27' -8 3/8" c q - ioi i / / / A 3 3 A / 61' -6" `- 3' -J" A 3' -0" X 12" FOOTING W /(4) #4 EACH WAY BOTTOM FOUNDATION PLAN NOTES SCALE 1/4' = 1' -0" 1. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 2. PROVIDE (2) KING STUDS AND (1) CRIPPLE STUD AT ALL HEADERS EXCEPT AS NOTED. 14' -10 3/4" 4" CONCRETE SLAB ON GRADE W/ 6X6 11.4 X W1.4 WWF j L—� 32' -6" 28' -9 5/8' S \ HPAHD22 PER B /S3 2' -2" X 4•-0" X 10" FOOTING W/ #4 N 12 "o. c. EACH WAY BOTTOM -' IT' -9" M 3' -3" 1 SHEARWALL SCHEDULE A • 11:),- HOTTA PER C /S3 NOTES: 1. NAIL ALL PLYWOOD WALLS WITH 10d X 2 1/8" LONG (.148 DIAMETER) NAILS. BLOCK ALL PLYWOOD SHEARWALL EDGES UNLESS NOTED OTHERWISE. 2. TYPICAL EXTERIOR - P6 SHEARWALL. 3. TYPICAL ANCHOR BOLTS. 5/8' DIA 48 "o.c. (EMBED 7') UNLESS OTHERWISE NOTED. 4. ALL FRAMING HOEDOWNS AND CUPS TO BE SIMPSON BRAND OR EQUIVALENT 5. DO NOT OVERDRIVE NAILS INTO SHEATHING. HOLDOWNS PROVIDE HOEDOWNS TO FOUNDATION AT ENDS OF WALLS WHERE SHOWN SN PLANS. SIMPSON HPAHD22 DE STRAPS WITH 10d X 2 1/8' (.148 DIAMETER) NAILS INTO DOUBLE STUDS LOCATED AT ENDS OF WALL. SIMPSON HDBA HOEDOWNS VAIN (3) 7/8 BOLTS INTO 4X6 POST AT ENDS OF WALL AND (1) 7/8 ANCHOR BOLT INTO CONCRETE WALL. EMBED BOLT 16 ". r HDBA PER C /S3 J QO THESE DOCUMENTS REVIEWED FOR CONFORMANCE WITH THE FOLLOWING ORDINANCES ,t9 STRUCTURAL PER UNIFORM BUILDING CODE ❑ NON- STRUCTURAL PER UNIFORM BUILDING CODE ❑ WAC 51.20 BARRIERFREE REGULATIONS THE APPLICANT IS RESPONSIBLE FOR CONFORMANCE WITH ALL APPLICABLE ORDINANCES SUBJECT TO REQUIREMENTS AND INTERPRETATIONS OF THE GOVERNING AUTHORITY. won Cp' ;L® '11 Dete O'.d `") B. r CODA UNIFORM BUILDING CODE. - 1994 EDITION AVE LOADS ROOF ........:._ .............25 PSF ST DEAD LO BASIC WIND „ED _...........80 (15 MPH EXPOSUREB AD) SEISMIC ......................ZONE 3 FOUNDATION STRUCTURAL DESIGN CRITERIA COMPLIES WITH SOILS REPORT #97186 DATED JUNE, 19 BY GEOTECH CONSULTANTS. FOOTING BEARING PRESSURE ...2.0 KSF SJBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER REIEVANT SOIL CONSIDERATIONS SHALL BE IN ACCORDANCE WITH SAID SOILS REPORT. CONCRETE MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WTH THE UBC, AND ACI CODE 318 -83. CONCRETE SLUMP TO BE 4 ". DO NOT ADD WATER TO MIX TO INCREASE SLUMP. PROVIDE AIR - ENTRAINMENT 5% TO 7% FOR EXTERIOR, CAST IN PLACE WALLS ANT EXTERIOR SLABS ON GRADE. SAWCUT CONTROL JOINTS FOR SLABS ON GRADE AS SOON AS POSSIBLE AT MAXIMUM 15' SPACING OR AT LOCATIONS SHOWN ON DRAWINGS. MINIMUM CONCRETE STRENGTH ( SAYS)........2,550 PSI REINFORCING STEEL ALL REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 40 FOR #4 AND SMALLER, GRADE 60 FOR #5 AND LARGER. LAP CONTINUOUS REINFORCING BARS 40 BAR DIAMETERS, 2' -0" MINIMUM UNLESS OTHERWISE NOTED. PROVIDE CORNER BARS FOR ALL WALL REBAR 2' -0" BEND. (5 SACK MIN.) DETAIL STEEL IN ACCORDANCE WITH THE 'AO MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES.' CONCRETE COVER TO REBAR TO BE FOOTINGS .........................3 INCHES FROM SOIL FORMED SURFACES - WEATHER FACE ...1 -1/2 INCHES ��/ - INTERIOR FACE...3 /4 INCH ONCRETE MASONRY HOLLOW CONCRETE MASONRY UNITS SHALL BE GRADE "N" (Em = 1350 PSI) IN ACCORDANCE WITH ASTM C -90. ALL MASONRY TO BE ERECTED \ / IN RUNNING BOND IN ACCORDANCE WITH UBC. MORTAR SHALL BE TYPE "S" (Em= 1800 PSI AT 28 DAYS). GROUT SOLID ALL REINFORCED li CELLS IN LIFTS NOT TO EXCEED 4' -0 ". GROUT ALL CELLS SOLID > BELOW GRADE. GROUT STRENGTH SHALL BE 2000 PSI AT 28 DAYS. PROVIDE ONE #5BAR VERTICAL AT ALL WALL CORNERS, DOORS, WINDOWS AND OTHER OPENINGS. PROVIDE 2 #5BARS HORIZONTAL BARS ABOVE ALL DOOR AND WINDOW OPENINGS, EXTEND 2' -0" MINIMUM BEYOND EACH SIDE OF OPENING UNLESS OTHERWISE NOTED IN PLANS. MASONRY STRESSES USED IN DESIGN WERE FOR INSPECTED CONSTRUCTION.. STRUCTURAL AND MISC. STEEL - "- TUBE COLUMNS- ASTM A500, GRADE B ANCHOR BOLTS- ASTM 4307, UNLESS NOTED ALL OTHER STEEL- ASTM A36 WELDS- E70, 1/4" FILLETS, WABO CERTIFIED WELDERS, UNLESS NOTED DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN. FABRICATOR AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." au-LAMINATED TUBER AITC SPECIFICATION 24F - FOR SIMPLE SPANS, AND 24F -VA FOR CANTILEVER -SPANS PROVIDE AITC STAMP ON TIMBER. ALL GLU -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. GLU -LAM ADHESIVE TO BE "WET- USE" TYPE. TIMBER JOISTS - -HF #2 STUDS - -HF #2 BEAMS, HEADERS - HF #2 WALL PLATES AND LUMBER NOT NOTED TO BE HF #2 ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER" - 1979 EDITION. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. ALL NAILS ARE "COMMON ". MINIMUM NAIUNG PER UBC TABLE 23 -I -Q. TRUSSES TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED ENGINEER TO ENGINEER OF RECORD FOR REVIEW. CALCULATIONS TO INCLUDE TRUSS END BEARING AND UPUFT. TRUSS PLATES TO BE IC80 APPROVED. TOP CHORDS SHALL BE DF. WOOD TRUSS BRIDGING, BRACING AND BLOCKING FLOOR AND ROOF WOOD TRUSSES SHALL BE INSTALLED WITH ALL BRIDGING, WEB AND CHORD BRACING AND X BRACING REQUIRED BY THE TRUSS FABRICATOR AND TPI PUBLICATION "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS ", BUT SHALL NOT BE LESS THAN THE FOLLOWING: ROOF TRUSSES: BOTTOM CHORD LATERAL BRACING SHALL BE CONNECTED TO TRUSS CHORDS WITH TWO 16D NAILS. BRACING MAY BE INSTALLED FLAT (LARGER DIMENSION HORIZONTAL). CHORD BRACING SHALL NOT EXCEED SIXTEEN FEET ON CENTER. MINIMUM BRACING SIZE IS 1X3 FOR TRUSSES TO 24" ON CENTER, 2X3 FOR TRUSSES TO 48" ON CENTER. PROVIDE X BRACES AT MAXIMUM OF SIXTEEN FEET ON CENTER. BUTT SPUCE CHORD BRACING AND LAP JOINT WITH FOUR FOOT PIECE OF BRACING MATERIAL WITH SIX 16d NAILS EACH END. PROVIDE WEB BRACING WHERE REQUIRED BY FABRICATOR. MECHANICAL UNITS AND CONCENTRATED LOADS: PROVIDE ADDITIONAL TRUSSES AS REQUIRED BY FABRICATOR TO CARRY ALL CONCENTRATED LOADS AND MECHANICAL UNITS. GENERAL CONTRACTOR IS TO PROVIDE LOCATIONS AND WEIGHTS TO TRUSS FABRICATOR. PROVIDE PLATFORM STRINGERS AS REQUIRED BY MUSS FABRICATOR BETWEEN TRUSSES WHERE CONCENTRATED LOADS, MECHANICAL UNITS, AND SPRINKLER MAINS OCCUR. TRUSS FABRICATOR SHALL SPECIFY CONNECTION OF STRINGERS TO TRUSSES. TRUSS HANDLING: TEMPORARY STORING AND BRACING OF TRUSSES DURING ERECTION IS THE RESPONOBIUTY OF THE CONTRACTOR. PLYWOOD ROOF SHEATHING: I/2 "CDX APA RATED PLYWOOD (24 /16)EXPOSURE 1 OR EXTERIOR GLUE. LAY UP MATH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAILING SHALL BE 10d X 2 1/8" LONG (.148" DIA) AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS SHOP DRAWINGS SUBMIT DRAWINGS FOR REVIEW PRIOR TO FABRICATION FOR: STRUCTURAL STEEL AND TRUSSES. GENERAL INSPECTIONS ARE REQUIRED PER UBC SECTION 108 CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND CONTRACTOR SHALL . NOTIFY ENGINEER. OF ALL FIELD. CHANGES PRIOR TO INSTALLATION. DRAWINGS SHOW' COMPLETED . STRUCTURES ONLY TEMPORARY BRACING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. . RECEIVED °SEP 2 3 1997 KITCHEN HOOD vq1-e(% I 5 1/8 X 16 1/2 GL OF TRUSS = 13' -6" RETURN AIR UNIT 5 1 /8X 16 1/2 — PT4 X10 HF #2 i oVER (4) TRUSSES TYPICAL AT ROOF TOP. UNITS I 4 X 10 DF f2 FLUSH ROOF FRAMING PLAN NOTES SCALE 1/4' = 1' -0` 1. TYPICAL HEADER - 6 X 8 HE #2 EXCEPT AS NOTED. 2. 1000 lb ASSUMED FOR HVAC UNITS - GENERAL CONTRACTOR TO VERIFY WEIGHTS. 3. NAIL ALL EXTERIOR WALLS AS P6 SHEARWALLS EXCEPT AS NOTED. 6 X 10 Ni® -LB212 / HANGER, / 1 2 X 12 2 X 12 - L6212 HANGER L TOP OF 'TRUSS = 12' -5 3/4' HVAC UNIT , - TOP OR TRUSS = 13 " -0 1/4' 5 1/8 X16 1/2 GL TOP OF TRUSS = 13' -5' / MST60 HORIZONTAL HEADER TO 2 X 6 FLAT BLOCKING IN WALL F S3 DATE DRAWN JOB NO. 5/30/97 DG 97109 RECEIVED StP 2 3 1f P.T PL W/ 5/8" DIA A.BOLTS W 48"o.t. EXCEPT AS NOTED ON SHEANWALL SCHEDULE EMBED T--\ ( M - A S3 SIMPSON LT516 STRAP AT EACH TRUSS W/ 8d NAILS - -� 1 1 1 *- .__ -4 2X8 BLOCKING BETWEEN TRUSSES 16d 10 9 o.c TO LEDGER 1041 W 6" o.c. TO ROOF PLYWOOD - -. 2 X 12 LEDGER W/ (5) 16d NAILS EACH STUD 2X6 BLOCKING 16d @ 8" o.c. TO LEDGER 10d W 6" o.c. TO WALL SHEATHING 2x6 LEDGER (2) 16d EA. STUD - 2X6HFp20I6 "o.c. PROVIDE ONE ADDITIONAL STUD W 32" o.c. AT BEARING WALLS FOR LEDGER ATTACHMENT - - - 2X8 BLOCKING BETWEEN TRUSSES 16d @ 9" o.c. TO LEDGER 10d W 6 o.c. TO ROOF PLYWOOD 2 X 12 LEDGER W/ (5) 16d NAILS EACH STUD 2X6 BLOCKING lAd W 8" o.c. TO LEDGER - -_ 10d 0 6" o.c. TO WALL SHEATHING 2 X 6 HF #2 W16 "o.c. PROVIDE ONE ADDITIONAL STUD W 32" o.c. AT BEARING WALLS FOR LEDGER ATTACHMENT 2 X 6 HF #2 0 16"o c. -G- PROVIDE ONE ADDITIONAL STUD W 32' o.c. / AT BEARING WALLS FOR LEDGER ATTACHMENT .f - SOLE PLATE NAILING PER SHEARWALL SCHEDULE 1X6 NAILED TO 2X6 PLATE BELOW W/ 10d X 2 1/8" NAILS W 16 "o.c. BEFORE SETTING WALL PANEL. SECTION S3 -- #4 0 24 ° o.c. (2) 14 SCALE 3/4 = I'-0" SECTION SCALE 3/4" = SECTION SCALE 3/4" = 0 0 s 2 -0" ¢4 B 48 o.c X mi SHEATHE CONTWUOUSLY TO TOP OF PARAPET 4 -6 - 10d 0 6 "0 . c - 2 X 4 LEDGER W/ (2) 16d EACH STUD 2x4 CHORD STOP 1 1/2" AT END .) -- AWNING TRUSSES 024 "ac - MST37 STRAP W 24"o c W, 10d NAILS - 2 X 6 LEDGER W /(2) 16d EACH STUD 13U524 HANGER ! �r j 7/16 OSB U24 HANGER - SIMPSON HPAHD22 STRAP - W /(16) 10d X 2 1/8" NAILS " (.148 DIAMETER) TYPICAL STRAP HOLDOWN 7/16" 0SB 2 X 6 W 24 "o. c. 16d W 8"o. c. - BEAM PER PLAN SIMPSON LTS16 STRAP AT EACH — x TRUSS W/ 8d NAILS �\ 10d ® 6 "o -c BEAM PER PLAN 2 X 4 FLAT BLOCKING ON "2" CLIPS W 24 "o.A. '. (5) 10d TO BLOCKING 1 2 X 8 LEDGER W/ (3) 16d EACH STUD 2X6 BLOCKING 16d B 8" o.c. TO LEDGER 10d W 6" ;.c. TO WALL SHEATHING 5/8 DIA A.BOLTS PER PLAN AND SHEARWALL SCHEDULE EMBED 7" MIN SECTION SCALE 3/4" = 1' -0" - SHEATHE CONTINUOUSLY TO TOP OF PARAPET - 10d W 6 "o.c. -2 X 4 LEDGER W/ (2) 16d EACH STUD SECTION SCALE 3/4" = - 204 CHORD STOP 1 1/2" AT END AWNING TRUSSES B 24" o c. - - - -- LUS24 HANGER ( 1) SHEARWALL PER PLAN AND SCHEDULE TYPICAL BOLTED HOLDOWN 33 3/4" DIA BOLTS, 3" CUR 1/4 V T.S. COL PER PLAN -� (4) 5/8" DIA X 1' -0" A.BOLTS FILL BLACKOUT W /CONLAETE AFTER SETTING COLUMN 2 X 6 CRIPPLE STUD WHERE REQUIRED SIMPSON HDBA (3) 7/8" BOLTS TO POST SECTION SCALE 3/4" = 4X6 DF POST (1) 7/8" A.BOLT Tom- CONCRETE FDN WALL 1/4" PL EA SCE W /(2) y 1' -0" ALA PER PLAN 1/2" 3/16 ___FOOTING PER PLAN 4 , SECTION nl 3/4" BRG. PL 11 2 3/4" BASE PL BASE PLATE I/ 1" NONSHRINK GROUT / (5000 psi) SCALE 3/4" = NAIL EACH TRUSS TO BEAM W /(4) 8d TOE NAILS-, BEAM PER PLAN -/ DOUBLE 2 X 4 BLOCKING SECTION SCALE 3/4" = REVISIONS 9/10/97 BY DATE 5/30/97 DRAWN - DG JOB NO. 97!00. SHEET RECEIVED SEP 2 3. CITY OF TUKWILA STORM DRAINAGE GENERAL NOTES 1. ALL-WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE `STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF `TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE. PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR' TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTMTY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (43,3-1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS, OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE -ONLY AND NOT-NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF. ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER ITOUIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR- '.SHALL CONTACT THE URLIRES UNDERGROUND LOCATION SERVICE (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR NIS REPRESENTATIVE SHALL EIMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. CATCH BASIN - TYPE I - PER WSDOT /APWA STANDARD PLAN 8-1 OR ASSOCIATED SAND AND GRAVEL CB -15, OR EQUAL. 7. CATCH BASIN - TYPE IL - PER WSDOT /APWA STANDARD PLAN B -1E (48 -INCH I.D. OR 54 -INCH LD. AS DESIGNATED) OR ASSOCIATED SAND AND GRAVEL C8 -19, OR EQUAL. 8.. UNIT COVERS AS DESIGNATED ARE WSDOT /APWA STANDARD, (PER STANDARD PLAN B -12). 9. ALL TYPE B' :CATCH BASINS SHALL HAVE LADDERS OR SAFETY STEPS PER WSDOT /APHA STANDARD PLAN B-12. TO ALL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT /APWA STANDARD: PLAN- B -2A. 11.. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL . ALL OIL/WATER SEPARATOR CB GRATES. SHALL BE OF THE ROUND SOLID LOCKING TYPE. 13.ALL STORM,DRWNAGE CONVEYANCE PIPE SHALL -:BE ONE OF THE FOLLOWING AS DESIGNATED;= ' A HEUCAC. CORRUGATED ALUMINUM' ASPHALT-TREATED STEEL), ; MINIMUM 18 GAUGE ;OR GREATER AS SHOWN 32 2/3 -INCH X 1/2-INCH CORRUGATION, WITH. WATERTIGHT CONNECTING. BANDS. - B. CONCRETE. PER AS,T.M. 0- 14,;.CLASS II, IJONREINFORCED BELL AND SPIGOT (WITH BELL ELVISH WITH C.B. WALL OF USED), WITH RUBBER GASKETS. P.V.C.- CONFORMING TO;AS(U. :D -3034 -,SDR 35. D. PIPE MAYBE ANY OF THE•ABOVE PROVIDED: 1) PIPE` JOINTS. MAST`BE OFD THE SAME MATERIALS, AND 2) H EREIAL A IIPET MATERIAL I ) S SPECIFICALLY SHOWN ON THE PLAN, THAT MINIMUM PIPE COVER SHALL BE 2O FEET. SMOOTH. WAIN. SPIRAL RIB ALUMINUM (OR ASPHALT-TREATED STEEL) PIPE, 16 GAUGE, -W/3/4 -INCH - )D,3/4-INCH RIBS AT 7 1/2 INCHES O.C. ADS TS.PE' 12`HIGH- DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN. INTEGRALLY FORMED SMOOTH' 1NSERIOR •TO; THE REQUIREMENTS OF A.A.S.H.T.0. L' :CONFQRM W,SDQT /APWA SECTION 9- 30.7(1)6 FOR ALUMNUM SECTION •"9 3G 7(1)A FDA CONCRETE PIPE:. ALL TRENCH BACKFILL TO 92 PERGE,t ` MINIMUM DRY DENSITY :PER AS.T.M. D- 1557 -7D; -. LARD OI(A RW YR. L{ PREPARED FOUNDATION ACCORDING TO TD :SP TlON 7 .H2 S I) :THIS SHALT. INCLUDE "NECESSAI;Y LEVELING (H BOTTQM`S(R THE ',100.1Jr.THE : "FOUNDATION MATERIAL AS WELL AS ' D COMPACTION OF RE@HIRED'BEDDING.'.TATERIAL'-TO- UNIFORM - GRADE SO THE PlAiTS 'BE SUPPORTED ON A. UNIFORMLY DENSE UNYIELDING Q ATEN�AL.11A T,E,'30TTOM OF THE TRENCH MEETS THE REQUIREMENTS `•FOR'( PAP IETIDING" THE'FIRST UFT OF PIPE; BEDDING MAY BE E MATERIAL IN.TA BOTTOM'OF. TRENCH IS LOOSENED REGRADED, IPACTEL) TO ; A. SENSE U1 BASE. 'ALL BUILDING; ROD DRAIJJ DOWNS AND FOOTING SHALL BE DIRECTLY CONNECTED TQ THE - TWAIN STORM ) BAiNAGE COWOEYANCEE THROUGH AN UNDERGROUND •PIPE ° SYSTEM ROOF'ORAJNS AND. FOOTING 'DRAINS SHALL BE SEPARATE 118 MID SI ALI.'BE CONSTRUCTEDI •OF,B -RICH (OR B-INCH DIAMETER WHERE jONPERF'O)AATEO FORROOF DRAINS, PERFORATED FOR FOOTING DRAINS.) . 041.410M AND BENDS SYW.L.BEINSTALLED SO THAT THE SYSTEM CAN -BE THE :SYSCEI,{ 'SHOWN,HEREGN :IS-SCHEMATIC ONLY UTE ' CONTRACTOR. DIR LANDSCAPER MAY "ALTER THE LAYOUT AS REQUIRED • DRAIN T+IESITE. THE`CON., _ CTOR SHALL KEEP A= DIMENSIONED RECORD OF THE OF ";ALL PIPES'AND . AND SUBMIT SAME TO.1HE CITY, ENGINEER, AND UPON - COMPLETION` OF THE WORK. : ANTI FOOTING :DRAINS SHALL' BE LOCATED IN THE FIELD• AND ADJUSTED. AS TA.'FQ, AVOID IMPACTING THE EXISTING TREES DENOTED OH THE GRADING PLAN SAVER. =DRAW LINES SHOUW BE LOCATED OUTSIDE THE DRIP UNE OF TREES TO BE WHEREVER POSSIBLE. THE STORM DRAINAGE SYSTEM SHALL SE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH'`ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEV1ATI01N FROM THE APPROVED' PLANS WILL . REQUIRE .WRITTEN APPROVAL FROM THE PROPER AGENCY. 9.t STRUCTURES SHALL NOT BE PERMITTED. WITHIN 10 FEET OF THE SPRING LINE. OF ANY STORM DRAIN PIPE. ' 20. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM, IF REQUIRED, SHALL BE IN • ACCORDANCE WITH THE A.P.WA STANDARD SPECIFICATIONS, SECTION 61 -3.02, 1981 EDITION. 21, PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED OUT BY PUMPING. (DO NOT PUMP OR DISPOSE INTO ANY OTHER STREAM, STORM SEWER, OR SANITARY SEWER SYSTEM.) 22. RIP RAP ROCK FOR EROSION PROTECTION SHALL BE SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT. ROCK AGGREGATE TO BE AS FOLLOWS: 1/2 INCH - 2 INCHES.- 10 PERCENT - 40 PERCENT 2 INCHES -.4 INCHES - 20 PERCENT - 40 PERCENT 4:. INCHES -18 INCHES - 40 PERCENT - 70_- PERCENT TESTING OF ALL STORM SEWER PIPE WILL BE AT THE OPTION OF THE. CITY OF TUKWILA ,WHEN PLAIN ALUMINUM PIPE- OR PIPE ' Mal 'S TISED.-WHERE,IT WILL BE IN. CONTACT WITH CONCRETE OR, CCRETE PIPE ALT-' ALUMINUM ,SURFACES IN CONTACT WITH THE CONCRETE "OR :CONCRETE, PI DRO:L BE PAINTED 'WITH TWO `COATS DE PAINT. THE ALUMINUM PIPE `TO,- DEPAINSED ?SIAALL BE.'CLEM WITH SOLVENT TO :REMOVE CONTAMINANTS. AFTER CLEANING, THE PIPE SHALL BE PAINTED WITH TWO COATS OF FAINT CONFORMING TO '.:FEDERAL SPECIFICATION TT -P -D45 ,(PRIMER,' PAINT ZINC CHROMATE, AU YD VEHICLE) SITE :NOTES . AL4 WORK AND.,MA1ERLALS,SHALL ESE' COMPLETE ACCORDANCE WITH CITY OF • TUKWILA STANDARDS AND SPECIFICATIONS, CHAPTER 70 OF THE UNIFORM QUID.DLNG,GOP)E(WTEST EOITION), AND ALL. - OTHER GOVERNING AGENCY'S STANDARDS. GONTRA^,TOR SHALL . O N Mp VE AVAILABLE COPIES OF THE APPLICABLE 6QVERNING`AI ENCY STANDARDS, AT THE JOB SITE DURING: THE RELATED OONSTRUGTIOAI` OPERATIONS, • - .. 4 T}TE OFI3RACCOR SRIALL BE RESPONSIBLE FOR - VERIFYING (THE LOCATION, DIMENSION, AND SEP1Ti OF ALT, £X)5F{NO UT111TIFS PRIOR - TO' CONSTRUCTION WHETHER SHOWN ON ARE THESE ,'PLANSj ". NGJ LOCAf1UNG., SA10 UTILITIES AS SHOWN ON THESE PLANS BASED UPONiTH E BEET `REEORDS AAVAILANSLE AND ARE SUBJECT TO IA DEGREE OF UNKEDDWN VRRYATON IF'COHFUCTS: SHOULD - OCCUR, THE CONTRACTOR SHALL G'O BARGHAUSEN CONSULTING ENGINEERS, HNC.,• TO RESOLVE ALL PROBLEMS PRIOR `TO 'PROCEEDING - ;47TH CONSTRUCTION, 4. 5. IT SHAD_ BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS; ONE (1) SET SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS., INC., WITH RECORDS OF AS -BUILT INFORMATION AT COMPLETION OF PROJECT. 6. INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 48 HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION /DEVELOPMENT ACTIVITY, THE CITY INSPECTION SECTION MUST BE CONTACTED FOR ANY REQUIRED PRE - CONSTRUCTION MEETING(S). 8. THE CONTRACTOR SHALL REFER TO GUIDELINES AND RECOMMENDATIONS SET FORTH R4 GEOIECHNICAL STUDY FOR ALTERNATE PAVEMENT SECTIONS, SUBGRADE PREPARATION AND OTHER APPUCABLE SITE PREPARATION DESIGNS. (SEE SOILS REPORT NOTES, THIS SHEET.) THE CONTRACTOR SHALL BE RESPONSIBLE. FOR PROTECTION : OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS, 10. ALL NEW LIGHT -DUTY ON -SITE ASPHALT PAVEMENT SHALL CONSIST OR 2° (MINIMUM) COMPACTED DEPTH CLASS "B" ASF'HALTT CONCRETE, OVER 4" MINIMUM) CRUSHED ROCK BASE COMPACTED TO. 95 PERCENT OF MAXIMUM DENSITY PER - ASTM D- 1557;. OR -3" ATB ALL OVER - 12" STRUCTURAL PILL COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D -1557 OVER GEOTEXTILE FABRIC OVER NAITVE' SOILS. 11. ALL NEW HEAVY -911Y ON -SITE' ASPHALT PAVEMENT SHAD: . - CONSIST OF - ,3° COMPACTED DEPTH CLASS 'B` AC. PAVEMENT - 6" (MINIMUM) CRUSHED ROCK BASE COURSE COMPACTED TO 95 PERCENT OF • MAXIMUM DENSITY. PER ASTM 13-1557, OR 4" AT13 - 12" (MINIMUM) STRUCTURAL FILL COMPACTED TO 95 PERCENT OF MAXIMUM OENLITY PER ASTM D-1557, OVER GEOTEXTTLE FABRIC, SEE SOILS REPORT. 12. A TACK COAT SHALL BE APPLIED. TO ALL CONCRETE, EDGES -TO WHICH ASPHALT IS TO BE 'PLACED. 13. SOIL STERILIZATION (WEED KILLER) SHALL BE APPUED IN AREAS TO BE PAVED. KEEP 2 -FOOT MINIMUM CLEAR OF Dos: NAG 'AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3-INCH MINIMUM PENETRATION. =14. PONDING OR "BIRDBATHS" ON PAVEMENT EXCEEDING ONE- QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 15. - PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING,: LOGGING OR GRADING, THE -SITE CLEARING LIMITS AS -SHOWN ON THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE PROJECT - SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR ENGINEER'S NAME AND TELEPHONE NUMBER ARE JAY GRUBS, P.E., AT BARGHAUSEN CONSULTING ENGINEERS,- (425) 251-6222. 16. THE DEVELOPER AND PROJECT,. ENGINEER ARE RESPONSIBLE FOR WATER QUALITY. A. MONITORING PROGRAM SHALL BE ESTABLISHED BY THE PROJECT ENGINEER. THE PROJECT ENGINEER'S NAME - AND PHONE NUMBER ARE JAY GRUBB, P.E., AT BARGHAUSEN CONSULTING ENGINEERS, - (425) 251 -6222. 17. ENGINEERED AS -BULL TS SHALL BE REQUIRED PRIOR TO FINAL APPROVAL 18. EARTHWORK QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATED FOR PERMITTING PUPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING. 19. CONTRACTOR_ SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES (DNR) FOR REMOVING AND REPLACING ALL SURVEY MDNUMENTAI1ON THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAL 332 - 120. APPLICATIONS MUST. BE.COMPLEZED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (360) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE Pc11-0 OLYMPIA 1111 WASHINGTON. STREET S.E. P.O. BOX 47060 WASHINGTON 9 WASH 04 -70 60 85 UPON COMPLETION OF CONSTRUCTION, ALL 'MONUMENTS DISPLACED, REMOVED OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. FILING THE APPROPRIATE FORMS WITH DNR FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 20. ALL DIMENSIONS SHOWN ON THESE PLANS AND THE EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR' TO BID AND CONSTRUCTION. ANY DISCREPANCY SHALL WARRANT IMMEDIATE ATTENTION OF THE ENGINEER TO RESOLVE ANY PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 21. ALL WORK AND MATERIALS REQUIRED TO COMPLETE THE IMPROVEMENTS AS INDICATED ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS OTHERWISE SPECIFIED. 22 THE ENGINEER CAN NOT GUARANTEE THAT THESE PLANS ARE CONSISTENT WITH PLANS, SPECS, SHOP DRAWINGS, ETC., THAT ARE PREPARED BY OTHERS. IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAKE AVAILABLE. ALL INFORMATION TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 23. ANY DISCREPANCIES FOUND ON THESE PLANS SHALL BE BROUGHT TO THE. ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO PROCEEDING: WITH CONSTRUCTION. 24. EARTHWORK QUANTITIES SHOWN ON THESE PLANS (IF ANY) ARE ESTIMATED FOR PERMITTING PURPOSES•ONLY, AND SHALL NOT BE USED FOR BIDDING: BARGHAUSEN CONSULTING ENGINEERS, INC. CANNOT, AND DOES NOT WARRANT A BALANCED SITE 25. THE GENERAL CONTRACTOR SHALL REFER TO GUIDELINES AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL STUDY PREPARED: FOR THIS PROJECT. ANY DISCREPANCY BETWEEN THESE PLANS AND THE SOILS REPORT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER: 26, IF ANY L1 EU Yip SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION; THE GENERAL CONTRACTOR SHALL CONTACT - ME ENGINEER PRIOR TO CONTINUANCE OF CONSTRUCTION TO OBTAIN DIRECTION. CIVIL - COVER SHEET TACO TIME SOUTH 180TH STREET TUKWILA, WASHINGTON 27. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTIES. PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM ALL APPLICABLE PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. 28. FOR ANY WORK ON ADJACENT PRIVATE PROPERTIES REQUIRES THAT THE CONTRACTOR OBTAIN THE APPROPRIATE TEMPORARY CONSTRUCTION EASEMENTS. 29. FOR ANY' WORK ON ADJACENT PROPERTY THE CONTRACTOR SHALL CONFIRM, THAT RIGHT OF ENTRY HAS BEEN OBTAINED AND CONSTRUCTION EASEMENTS HAVE BEEN ESTABUSHED. • 30. TESC MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE WORK (SEE TESC PLAN C5). CITY OF TUKWILA GENERAL GRADING NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION, WASHINGTON STATE. CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGOIEEP,ING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY . OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISDNG UTILISES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. R IS. THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY. THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, 5110 50 FURTHER DISCOVER AND .AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UtRIES: UNDERGROUND LOCATION SERVICE (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UIIUTY CONFUCT EXISTS. 6. THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACILITIES. SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION/SEDIMENTATION CONTROL PLANS: THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COKPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO MINIMUM 95 PERCENT DRY OPTIMUM DENSITY PER AS.T.M. D=- 1557 -70 (MODIFIED PROCTOR). 8. UNLESS OTHERWISE NOTED, ALL ELEVATIONS SHOWN IN PAVED AREAS ON THE PLANS ARE TOP OF PAVING 9. IMMEDIATELY FOLLOWING -FINISH GRADING, ANY DISTURBED AREAS NOT SPECIFIED FOR _ PERMANENT LANDSCAPING SFIALL BE SEEDED AND STABILIZED WITH PERMANENT VEGETATION, CONSISTING -AF RAPID, PERSISTENT, AND LEGUME GRASSES (MINIMUM 80# PER ACRE). THIS IS TO' INCLUDE: - 20 PERCENT ANNUAL, PERENNIAL, OR HYBRID RYE GRASS - 40 PERCENT CREEPING RED FESCUE - 40 PERCENT WHITE CLOVER 10. THE SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARe ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED. PLANS WILL REQUIRE APPROVAL FROM THE PROPER AGENCY. 11. THE CONTRACTOR SHALL KEEP PARKING LOTS AND STREET CLEAN AT ALL TIMES BY SWEEPING. WASHING OF ANY TRAVELED SURFACE WILL NOT BE ALLOWED, 12. ALL PARKING AND DRIVEWAY AREAS TO HAVE POSITS DRAINAGE TO COLLECTION /CONVEYANCE SYSTEMS OR OVERLAND SHEET DRAIN AREAS AT ONE PERCENT MINIMUM SLOPE; PLAN DETAILS SHALL NOT SUPERSEDE THIS REQUIREMENT. 13. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED IN ACCORDANCE WITH CITY OF TUKWILA, WSDOT /APWA STANDARD PLAN B -11, AND MECHANICALLY COMPACTED. CUTS INTO THE E (STING ASPHALT SHALL BE NEAT -UNE CUT WITH SAW IN A CONTINUOUS UNE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL E B PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR THREE (3) INCHES, WHICHEVER IS GREATER. 14. EXTRUDED CEMENT CONCRETE CURBS AROUND ASPHALT EDGES SHALL BE CONSTRUCTED PER DETAIL SOILS REPORT NOTES 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PAR - OF THESE CONSTRUCTION DOCUMENTS: SOIL INVESTIGATION JN97186 DATES JUNE 3, 1997 AS PERFORMED BY: GEOTECH CONSULTANTS, INC. 13256 N.E. 20TH ST. (NORTHUP WAY), SUITE 16 BELLEVUE WASHINGTON 98005 2. IT SHAH BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING AU. PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND. PAVING CONSTRUCTION.. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN ENGINEERS. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS. OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: A. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT B. SUBGRADE PREPARATION OF BUILDING FOOTINGS 5. THE CONTRACTOR SHALL QUAUFY ANY UMITATIONS TO SOILS INSPECTIONS WITHIN BID PROPOSAL. TUKWILA w - U S T TROTH ST SITE' ' o VICINITY MAP PROJECT INFORMATION BETE ADDF£98 6820 SOUTH 180TH ST. TUKWILA, WA 98188 ABBE66OR'8 TAX LOT NCAL , 362304 -9105 CURRENT OWNER LEGATO, INC. 3300 MAPLE VALLEY HWY RENTON, WA 98058 084 ACS mt 1 43RD (180TH 18 181ST I + 1821 LEGAL DESCRIPTION LOT 'B' OF CITY OF TUKWILA SHORT PLAT NO. L -94 -0055, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 9512269001; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. BASIS OF BEARINGS: REFER TO DEED BASED ON THE NORTH UNE OF GOVERNMENT LOT 1 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., BEARING NORTH 8744'08" WEST. VERTICAL DATUM: N.G.V.D. 29 UTILITY CONTACT LIST $IQIIM CITY OF TUKWILA PUBUC WORKS DEPARTMENT 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (425) 433 -0179 CONTACT: JOANNA SPENCER GAB PUGET SOUND ENERGY 22828 68TH AVE. SO. KENT WA 98032 CONTACT: DAVE JENNESS (253) 395 -6824 BOWER CITY OF TUKWILA PUBUC WORKS DEPT. 6200 SOUTHCENTER BLVD. TUKWILA WA 98188 (425) 433 -0179 CONTACT: JOANNA SPENCER POWER PUGET SOUND ENERGY 22828 68TH AVE. SO. KENT WA 98032 CONTACT: DAVE JENNESS (253) 395 -6824 US WEST COMMUNICATIONS 7235 S. 228TH ST. KENT, WA 98032 CONTACT: KEN STONER (206) 345 -3399 WATER CITY OF TUKWILA PUBLIC WORKS DEPT. 6200 SOUTHCENTER BLVD. TUKWILA WA 98188 (425) 433 -0179 CONTACT: JOANNA SPENCER STREET CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6200 50051-CENTER BOULEVARD TUKWILA WA 98188 (425) 433 -0179 CONTACT: JOANNA SPENCER CI1' ORT °K E p CIVIL SHEET INDEX N P P s C 1 -5 CIVIL -COVER SHEET Oti T AS91 C2 -5 CIVIL - UTILITY PLAN �, C3 -5 CIVIL - GRADING AND STORM DRAINAGE PLAN A D �� i ,'I rJy C4 -5 CIVIL - TEMPORARY EROSION AND SEDIMENTATION CONTRO Dii C5 -5 CIVIL - DETAILS AND SECTIONS L1 -4 LANDSCAPE- PLANTING PLAN L2 -4 LANDSCAPE - IRRIGATION PLAN L3 -4 LANDSCAPE- PLANTING NOTES AND DETAILS L4 -4 LANDSCAPE- IRRIGATION NOTES AND DETAILS RECEIVED CITY OF 7UKWHA AUG 1 9 1997 a U rn 0 moirmaq SDMH - -C F6M,21,63 IE .5 -55(E IE= 15.52('W) 3, " CMP CB -1; RIM -21.19 7(N) 12 CONC ?.i 11(S) 8 CONC -- 11' bqI -oig( ; EX. ` 8" EX. .4* GAS Er 10" w A, SOUTH 180th STREET EX. BO" WATER APPROXIMATE R.O:W CONTRACTOR SHALL PROVIDE AND INSTALL - 1" IRRIGATION SERVICE AND 1" DEDUCT METER AND BOX. METER SHALL READ IN CUBIC FEET. FIELD VERIFY SIZE, TYPE, DEPTH & LOCATION OF EX. WATERMAIN PRIOR TO CONSTRUCTION CIVIL o UTILITY PLAN LOCATED IN A PORTION OF SEC. 22, TWP. 23N., ROE. 4E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON - -LX SON,_ r • .... =24 61 15.91(0) 30" ' 91C23) 30" E= 16.10(11 12 6116 W' w IX. SSMH • lE=18.61(8 lE=18.71(6 75.50' 95 LF 2 COPPER (TYPE K). WATER SERVICE \ 30' LF W "-- PVC. SDR 35 ® 2.0% 750 GALLON GREASE INTERCEPTOR BY UTILITY VAULT MODEL 577 -GA OR EQUAL. RIM = 24.10 IE= 21.40 (6 IN) IE =21.2D (6" OUT) i 35± IF 6 PVC SDR 35 0 2% MIN. FIELD VERIFY REQUIRED SLOPE AND LENGTH 1' /f 26 00 W T_ rt nt, - N88'45'47 "W 64.00' PRIOR TO CONSTRUCTION FIELD_VERI.FY SIZE, TYPE, DEPTH AND LOCATION OF EXISTING 6 S5 STUB. CONNECT TO EXISTING. IE= 19:2± CONTRACTOR SHALL PROVIDE AND INSTALL CITY APPROVED BACKFLOW PREVENTER. SEE IRRIGATION PLANS. 6>� 1.50' SB8"45'477E C/ i C.O.T.S. RIM =24.20 IE =22.00 128.50' FF =24.20 `RN -r. OT tt C.O.T.G. RIM2 �� . IE =21.00 ' I?: z 14 IF 6" PVC '� , / 21 LF 6' PVC SDR�35 - �F$. � ./ SDR 35 B 2.0% ::: \ RIM= C.O.T.O. .75 23- � � / 26 LE 6 PVC IE =20.58 �! S DR 35 * 2.00% ( COTG, /I I! RIM -24 �- IE =20.0 82.50' N88 ° 45'47 "W ,l♦ 94.00 1 w 205.00' CONTRACTOR SHALL INSTALL 2" WATER SERVICE AND METER BOX. 1 1/2" METER TO BE PROVIDED AND INSTALLED BY THE CITY. INSTALL PER CITY OF TUKWILA STD. PLAN WS -16. CAUTION: BURIED UTILITIES CONTRACTOR SHALL OPEN CUT PAVEMENT ONLY AS NECESSARY TO MAKE WET TAP. PATCH PAVEMENT PER CITY OF TUKWILA STD. PLAN RS -3. w 100± LF 2 COPPER (TYPE K) WITHIN 4" STEEL PIPE BORE CROSSING (OPEN CUT NOT ALLOWED) NOTE BORE CASING W /4" STEEL PIPE (MINIMUM SIZE). BORING TO BE LOCATED EAST OF CROSSWALK TO AVOID SIGNAL LOOPS. A = 28'18'58" R = 30.00' L - 14.83' 3'5%3= TO CALL BEFORE YOU DIG: 1 -800 -424 -5555 5 _ D(_4' GAS A = 104'07'29" R = 10.00' L = 18.17' S00'00'00 "E 6.62' i7 = 2428'16" R = 20.00' L = 8.54' AS = 13'41'22" R = 178.23' L = 42.58' UTILITY NOTES 1. ABANDONED UTILITY LINES LOCATED ON -SITE SHALL BE REMOVED AND PLJGG ED WITH CONCRETE AT PROPERTY LINES TO DISTRICT REQUIREMENTS. 2. UTILITY LINES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND APPROVED BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFILL OPERATIONS, THE UTILITY UNES SHALL BE RETESTED. 3. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND THE GOVERNING AGENCY REQUIREMENTS. UTILITY LINES INCLUDE STORM DRAIN, WATER, SEWER, IRRIGATION, ELECTRICAL, TELEPHONE, 075, AND LANDSCAPE IRRIGATION LINES. 4. ALL GNSITE 'WATER SERVICE SHALL BE COPPER TUBING CONFORMING TO ASTM 8 -88 u (TYPE "K"), ANNEALED. THE TUBING SHALL BE COUPLED USING FLARE TYPE COMPRESSION FITTINGS CONFORMING TQ AWWA C800 (150 PSI WORKING PRESSURE). 5. SANITARY SEWER PIPE (ONSITE) SHALL BE PVC (SDR 35) WITH FLEXIBLE GASKETED JOINTS ,L 'PIPE JOINT TYPE SHALL BE RESTRAINED GASKET. 6. MINIMUM SLOPE FOR 6 -INCH SIDE SEWER SHALL BE 2 PERCENT. 7. CONTRACTOR SHALL GIVE WNG MINIMUM 2 WEEKS NOTICE ON TRENCHING. UTILITY CONTACT LIST STORM CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (425) 433 C' ,? CONTACT: ANNA 'SPENCER POWER PUGET SOUND ENERGY 22828 68TH AVE. S0. KENT WA 98032 CONTACT: DAVE JENNESS (253) 395 -6824 PHONE GAS US WEST COMMUNICATIONS PUCET SOUND ENERGY 7235 S. 228TH ST. 22828 68TH AVE. SO. KENT, WA 98032 KENT WA 98032 CONTACT: KEN STONER (206) 345 - 3399 CONTACT: DAVE JENNESS (253) 395 -6824 WATER MiniR CITY OF TUKWILA PUBLIC WORKS DEPT. 6200 SOUTHCENTER BLVD. TUKWILA WA 98188 (425) 433 -0179 CONTACT: JOANNA SPENCER LEGEND: PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PROPOSED STORM DRAIN EXISTING STORM DRAIN = -- EXISTING GROUND CONTOURS PROPOSED GRADE CONTOURS _ _ - - 322 PROPOSED LOT LIGHT 0 EXISTING EDGE OF PAVEMENT EXISTING EASEMENT -- -- - - - EXISTING OVERHEAD POWER Acwt PROPOSED SEWER LINE EXISTING SEWER LINE These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and om..6Clons 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. Final ac, eptance is subject to field inspection by the Paolic Works utilities tnspector. Date: 2 i i I i y \ APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF PuBuC WORKS n APPROVAL EXPIRES: CITY OF TUKWILA PUBLIC WORKS DEPT 6200 SOUTHCENTER BLVD. TUKWILA WA 98188 (425) 433 -0179 CONTACT JOANNA SPENCER ATIB CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (425) 433 -0179 CONTACT JOANNA SPENCER ECEIVED cm R oP TuKwlu AUG 1 9 (99 PERMIT CENTER •4 K \\ 8) 1 O U- N, 0 SOMA C IM 6B IE =15 i:; co c iE =15- 52(Vv) 30" CMP CB BC RIM;21.19 IET17.17(N) 12" CONC - 1E =17.11(5) B CONC -- IX. 30" CONC. SD CIVIL - GRADING AND STORM DRAINAGE PLAN p' RIM =22.15 IE =18.63 (12 "N) SAWCUT & RESTORE PVMT. REMOVE Ex CURB AND SAWCUT AND MATCH EXISTING TEEBPHONE 11.50' 22.30 IX. 30" CONC SD - TW 4. 0 r TP 23.60 23. 4 P 2 4 23.20 22.70 82.50' 94.00 HAR 22.87 T 4 234 24:0 14.0C SCN At -BO" SOUTH 180th STREET EX SCMH -A s RIM =21 61 . • IE= 15.91(0) 30" CONC. IE =15.91 W) 30" CONC 1E =16.18 S) - 12" CONC SIGN A. C. or:1CSTR; r P/S:C BUTTON LOCATED IN A PORTION OF SEC. 22, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON REMOVE EX. CURB AND SAWCUT AND MATCH EXIS11160 205.00' k ' 129.50' CB -D 21.24 7.92 (12'S) p = 2818'58' R= 30.00' L = 14.83' h"? �j. s \ LIMITS 200' SHORELINE CALL BEFORE YOU DIG: 1 -800- 424 -5555 EX SDMH -B RIM-23.26 IE =16.73 30"N IE =i6.76 3O 1 " =20' 0 0 0 20 G = 104'07'29" R= 10.00' L = 18.17' S00'00'00 "E 6.62' LEGEND: PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SLOPE ARROW. DOWNSPOUT CLEANOUT (COUNTY STD.) PAvEMENT SWALE PROPOSED STORM DRAIN EXIST. STORM DRAINAGE TOP OF 'WALK SURFACE FLOW DIRECTION PROPOSED GRADE CONTOURS EXISTING GROUND CONTOURS EXISTING SPOT ELEVATION PROPOSED PAVEMENT GRADE SPOT ELEVATION PROPOSED LOT LIGHT EXISTING BUILDING EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT EXISTING EASEMENT L • t. _1.0% DS i_5) CO SD 322 3�aoso 0060 A = 242816" EX ISTING OVERHEAD POWER R = 20.00' _,POSED SEWER LINE L = 8.54' EX,S ING SEWER LINE p = 13'41'22" PROPOSED ROCKERY CAICAC R = 178.23' L = 42.58' GENERAL NOTES: 1. REFER TO CIVIL - SITE PLAN (SHEET C1) FOR ALL HORIZONTAL CONTROL AND OTHER SITE DEVELOPMENT INFORMATION. 2. SEE GRADING AND DRAINAGE SPECIFICATIONS ON SHEET C1 3. SEE'$HEET C5 FOR DEMOIUTION AND EROSION CONTROL 4. REFER TO SOILS STUDY FOR GRADING REQUIREMENTS REPORT NO JN97186 DATED JUNE 3, 1997 AS PERFORMED BY: GEOTECH CONSULTANTSINC: , IN. 13256 N.E. 20TH ST. (NORTHUP WAY) STE. 16 BELLEVUE, WASHINGTON 98005 EARTHWORK QUANTITIES: CUT = 830 C.Y. FILL = 400 C.Y. NOTE: THESE EARTHWORK QUANTITIES ARE APPROXIMATE ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. THE CONTRACTOR SHOULD PREPARE HIS OR HER OWN EARTHWORK QUANTITY ESTIMATE. These plans have been reviewed by the Public Works Dross:trent for col - t-c lvith current City s(.-.,- Acceptance. , - .�.� r� err at which do nct au' ors adopt,,, 5. , _:sdards or ordinances of for the adequacy of the design ,es, ,s,s the designer. Additions, deletions cr re vic o rI to these drawings after this date will veld this acceptance and will require a resuhrnatal of revised drawings for subsequer•,t approval. Final acceptance is subject to field inspection by the P,,eIIC Wo rks utilities inspector. Date: t3y. l : RECEIVED CITY OF TUKWILA AUG ? 9 1997 PEANUT CENTER a S z J z a_ w ci O • w cc O U • CD Q O a z - p • ® u) (- a U ' a c6 z ® co I c U 6 U z U z V w J o \ z C 0.. SOWH-i RM -21 u5 F =1 C GB -C RIM= -21.19 1E...1 7.1 t2 CONC i 17.11(9) 9 CONC - F9 9 1:31 - Dote/ Time: 07/23; 1997 22 . Scale i 20 n 10 Pq1O(%( TEMPORARY EROS'IONISEDIMENTATION CONTROL PLAN 75.54' EN INSTALL TEMP ROCK CONSTRUCTION ENTRANCE PER' DE .7/C5 PROPOSED INTERCEPTOR TRENCH W /ROCK CHMK' DAMS PER DETAIL" 6 /C5 PROPOSED TACO TIME BUILDINA 82.50' 94.00 129.50' (,)2°S) INSTALL SIL' FENCE:' E 4 PER DETAIE"A/C5 T T.TTI52 3 1 " ROP ED INTERCEPTOR RE CH W /ROCK CHEC S PER DETAILS �C5 AND 8 /C5 _ E2 SDMEI - P ...26 -BOY SOUTH 180th STREET RIM - ::1.61 IF - 15.91(Ei 9!0) W I I. STRI�N r , 9U (TON L 10' W tv^ ,` 205.00' 1-20' 10 A = 2818 R = 30.00' L = 14.83' IE =16.?6 CLEARING LIMITS (TYP.) A = 104 R = 1 0.00' L = 18.17' A = 13'41'22" R = 178.23' L = 42.58' 500'00'00 "E 6.62' �-A = 24'28'16" R = 20.00' L = 8.54' LEGEND: WRAF) FILTER FENCE TEMPORARY V DITCH CLEARING LIMITS FLOW DIRECTION CALL BEFORE YOU DIG 1 -800 -424 -5555 PROPOSED STORM DRAIN EXISTING STORM DRAIN SURFACE FLOW DIRECTION PROPOSED GRADE CONTOURS FXISTING GROUND CONTOURS COSTING SPOT ELEVATION PROPOSED PAVEMENT GRADE SPOT ELEVATION EXISTING BUILDING COSTING EDGE OF PAVEMENT EXISTING EASEMENT SO- EXISTING OVERHEAD POWER ,ow P(ax) PROPOSED SEWER UNE EXISTING SEWER LINE TEMPORARY CC NSTR.UCTION ENTRANCE BY: DATE: DIRECTOR OF PUBLIC WORKS CONSTRUCTION SEQUENCE APPROVED FOR CON31TiUCTPON APPROVAL EXPIRES: RECEIVED CITY O TUKWILA AUG 1 9 1997 PERMIT CENTER S A � a 1. CONFIRM ALL APPLICABLE PERMITS HAVE BEEN ISSUED. (CONSULT ENGINEER AND OWNER) 2. ATTEND /SCHEDULE REQUIRED PRECONSTRUCTION MEETINGS WITH CITY OF TUKWILA_ 3. INSTALL CONSTRUCTION ENTRANCE. 4. BEGIN SITE CLEARING AND INSTALL. INTERCEPTOR DITCHES AND SILT CONTROL FENCES_ 5. BEGIN ROUGH GRADING AND IMPLEMENT ADDITIONAL TESC MEASURES, AS SHOWN ON THIS PLAN. ADJUST TESC MEASURES AS NECESSARY AS CONSTRUCTION PROGESSES. 6. PLACE PILINGS AND FILL MATERIAL PER SOILS REPORT. 7 BEGIN SITE STRUCTURES AND INSTALL UFILIYES, INCLUDING PERMANENT STORM SYSTEM. 0 PROVIDE TEMP. SILT TRAPS AT CATCH BASINS. 9 FINAL GRADE, COMPLETE SITE WORK, AND PAVE SUE. 10 LANDSCAPE AND PROVIDE EROSION PROTECTION ON ALL DISTURBED AREAS. 11 OBTAIN FINAL INSPECTIONS AND STE APPROVAL FROM CITY OF TUKWILA. z 0 i-= F- z W 0 w to 0 0 w cE cc 0 a_ w O IL N cO Z O O CO Li E co w co z ® > < w z W Q 0 z O O 2 U Q }' DO NOT PLACE FAB1RC;:' UNDER 'GRATE 2> APPLIES W SOO ADE WORK. -ONGE CRU " ED ROCK PLACEMENT p OCEDES ORAL; PAVING WRAP : ;.ORATE W,/ FABRIC & REMOVE ABOVE. GOMREETING CB ADJUSTMENT & MAK(NG WATER TIGHT. 3/4 OR LESS WASHED- ROCK FILTER OVER NITER' FABRIC FILTER FABRIC 5; VVS ..);wVSKr5v V 2 1/2" THICKEN ASPHALT AND APPLY TACK COAT \ BETWEEN ASPHALT AND CONCRETE. STRUCTURAL PAVEMENT, SECTION SEE DETAIL, THIS SHEET NOTE:.. - 1. 'SLOPE GUTTER', TO MATCH SLOPI ADJACENT: PAVEMENT. PROVIDE EPPANSION JOINTS 0.2O' -0". O.C. MAX. 3. CONCRETE SHALL HAVE A MINIMUM GOMPRESSNE STRENGTH OF -- 000 . pal 028 :DAYS PER ARCO SPEC._ 3010(3). ON- SITE CURB AND GUTTER NOT TO. SCALE APPLY SEALER COAT AS SPECIFIED IN SUPPLEMENTAL CONDITIONS ' 3 (IN. COMPACTED? DEPTH TY ' ASPHALTIC CONCRETE 4' (MIN.) COMPACTED DEPTH CRUSHED 'ROCK BASE NOTE: REFER TO SOILS ENGINEER'S. RECOMMENDA- TIONS' SITE PREEN - RATION & ALTERNATE 12" MIN: (95% COMP.) PAVEMENT SECTIONS COMPACTED SUBGRADE AND/OR STRUCTURAL FILL MATERIAL TYPICAL PAVING SECTION (12101" TO SCALE SCALE -SEDIMENT SUMP BURIED FILTER FABRIC SECTION A - A NOT TO SCALE CATCH BASIN WITH GRATE C.B. SILT FENCE DETAIL 10' LANDSCAPE AREA SEE LANDSCAPE PLAN / 1" 3'. APART (MAX.) OMPAC ar SUBGRADE AND OR . ORSTUCTURAL FILL MATERIAL COMPACTED & PLACED IN ACCORDANCE W/ SOILS ENGINEER'S RECOMMENDATIONS(SEE SOILS REPORT) CATCH BASI W/ GRATE TYPICAL (4 SIDES) EXTRUDED' CONCRETE CURB DETAIL CONCRETE CURB & GUTTER (CONSTRUCT PER DETAIL OR APPROVED EQUAL) 0 0 ISOMETRIC PERIMETER SEDIMENT SUMP. - 2 "x2"x4 "(MIN.) WOODEN STAKES, DRIVEN INTO GROUND 10 (MIN.) IN DEPTH. SLOPE = 2:1 6" EEP 12" D WIDE " MIN. STA'•LES OR WIRE RINGS (TYP) FILTER FABRIC MATERIAL MIRAFI 100 X OR EQUAL 2"x4" DO FlR AT 4' O.C. UG. 2 "x4" DOUG. FIR OR EQUAL FILTER FABRIC MATERIAL 2 "x2'x14 GA. W.W.F. 1 " -1 1/2° WASHED ROCK OR PEA GRAVEL 6'x6" TRENCH SILT FENCE DETAIL C __ NOT TO SCALE NOTES: 1. CONTRACTORS RESPONSIBLE FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE COUNTY, ADDITIONAL QUARRY SPOILS MUST BE ADDED. .3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT: APPROACH LOCATIO 1.0' MIN. I �- FLOW NOT TO SCALE _ 2" EXCESS OVERLAP KEY ROCK INTO SWALE MIN. 025 . MIN TYPICAL CROSS BECTRON ROCK DAM X- 6ECTION TEMPORARY 'V° DITCH NOT TO SCALE SWALE X-SECTK AT ROCK (DEC DAM ROCK CHECK DAM DETAILS NOT TO SCALE -R= 25' MIN 8" 4 " -6" QUARRY SPACES TEMPORARY CONSTRUCTION ENTRANCE 0.5' MIN. KEY ROCK INTO SWALE 0.25' (MIN.) 2 "x2 "x14 GA. WELDED WIRE FABRIC CR EQUAL =i1 =It= =1= =.111=11L- RA L=FF =1IPA= L =RHO' V 6'x6" TRENCH rt T NOTES: 1. PLACE 1' OF 3/4 " -1 1/2" WASHED ROCK OR PEA GRAVEL ON BOTH SIDES OF FENCE TO CREATE A BEVEL SHAPE. 2. FABRIC SHALL COVER BOTTOM OF HAP" TRENCH AND EXTEND BEYOND THE UMITS OF THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" MINIMUM AS SHOWN IN TOPICAL CROSS - SECTION. CHECK DAM_ SPACING 150' 100 50 SWALE - SLOPE 5% 10% > 10% SUMP BEHIND ROCK CHECK DAM SHALL' BE. INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS:. 1/2 OF ITS DEPTH NOTE ROCK SHALL BE 4" MINUS QUARRY ROCK. FILTER FABRIC FENCE INSTALLATION NOTES: CRY OF KENT 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. • 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPCLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST " INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 20 INCHES OF THE FABRIC SHELL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL. GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ERE USED THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DAMETER WASHED GRAVEL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSI.OPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. BALE TIES NOT TO SCALE BALE DES ANCHOR FIRST STAKE TOWARDS PREVIOUSLY LAID BALE B CONSTRUCT SILT FENCE PER DETAIL , THIS SHEET WEDGE LOOSE STRAW POINT A SHOULD BE HIGHER THAN POINT B BETWEEN BALES PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY WIRE DE ANOFIORACE BALES HAY BALE BARRIER W/ SILT FENCE DciTo s 2 REBARS, STEEL PICKETS OR 2" X 2" STAKES 6 MIN. IN THE GROUND 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 3" AT6 2" COMPACTED DEPTH CLASS 'B A.C. PAVEMENT 12" STRUCTURAL. FILL COMPACTED TO 95% — TYPICAL PAVING SECTION NOT TO SCALE 3" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 4 ATB 12" STRUCTURAL FILL COMPACTED TO 95% HEAVY DUTY PAVING SECTION NOT TO SCALE CEOTE SEE SOILS REPORT GEOTEXTILE. SEE SOILS REPORT EXPIRES 01 -07 -99 1 ME CITY OF TUKW. AUG 1 9 1997 PERMIT CENTER z 0 cm cm 0 'Co' UT �n W 0_ 0 i hie:- 61 FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE' TREATMENT AND PREPARATION OF SOIL; FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN -UP, DEBRIS REMOVAL. AND 90-DAY MAINTENANCE. LANDSCAPE CONTRACTOR' SHALL RE SKILLED • AND KNOWLEDGEABLE IN THE FIELD OF WORK.. CONTRACTOR SHALL BE LICENSED TO- THE WORK SPECIFIED WITHIN THE PRESIDING JVB EXMICRKKJ9 IT IS, THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES:- ARE SUBJECT TO APPROVAL BY THE OWNER. PR00E0I0N SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS: WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM •IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED: HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR 'BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT 1N COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS. DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF OUSTING PLAN INGS DURING L THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE- ESTABLISHING FINISHED GRADE AND RE- MULCHING TO SPECIFIED DEPTH. GUARANTEE GUARANTEE ALL PLANT MATERIAL FOR A. PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. - - 10= bAY . CONTRACTOR SHALL PROVIDE :OWNER WITH A SCOPE. OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90. DAYS FOLLOWING COMPLETION " PROJECT (ACC €PTANCE) OR FACILITY BY OWNER. WORK SHALL - • =MAINTENANCE AS DESCRIBED - BELOW, IN. PLANTING AND • IRRIGATION MAINTENANCE. aAN .*TERG4is ,PLANT' MATER S'HALL BE GRADE NO. .1, SIZED IN ACCORDANCE WITH (WAN) AMERICAN STANDARDS P O YNUR.5EE(Y. STOCK' (ANSI X60.1- T986). PRUNE PLANTS RECEIVED FROM THE 'NUR$Ef Y OHL • U PON AALITHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B' INDICATES .BRAND RLAPPEb • ° CON'(. `INDICATES CONTAINER; "BR" INDICATES BARE ROOT;. "CA' 1HD1' CAYJPER :AT.W ' ABOVE SOIL LINE; "CAC' ;INDICATES GALLON: PLANT GIN OPT Sig OR DAUM E TIE 1.11041UM ACCEPTABLE -. H QR BALL ESTABLISHES MINIMUM,PIANT CONDITION. TO BE PRO VEIED. e /TI 2:0& Sca1 e. " =24. -Bruce A TEATr L Planter Section MATERIAL SHALL STATE AND FEDERAL L, LAWS FOR DISEASE hl ;PLANTS SLMALL BE FULLY:EIVE, SHALL ,BE VIGOROUS. WELL FORMED, WITH j PED FIBROUS ROOT ROOT BALt.S OF PLANTS SHALL SOUL TOGETFTER SECURELY CONTAINED AND PROTECTED' FROM INJURY AND ERMINED sy.,tANDsCARE ARCHITECT TO RE BEEN -DAMAGED; HAVE. 'i0F STEM;BRANOHES,;.OR ROOTS; LAG)C SYM HAVE MULTIPLE 4 T s ORQl$HES LESS, THAN 3O D IN TREES, OR DO NOT MEET SIZE SHALL. BE —REJECTED. �l "BE FROMB A SINGLE NUY SOURCE FOR EACH SPECIFIED UR:sERY,SOURCES SHALL NE RSER THOSE LOCATED NORTH OF THE 42ND RTATIFORNIA /OREGON" BORDER). T NO •SUBSTITUTION OF PLANT. MATERIAL. SPECIES OR - 'VARIETY, WILL BE PERMITTED UNLESS - 'WRITTEN- .:EVIDENCE IS 'SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT: BROKERAGE - ::OFFICES. SUBSTITUTIONS WHICH. ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER AND , LANDSCAPE: ARCHITECT THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. MAY BE ;SPECIFIC TO -THE SITE, OR TO . :CERTAIN PORTIONS OF. THE SITE, AS NOTED. ON THE PLAN. ITHE FOLLOWING: TOPSOIL, AMENDMENT, AND . BACKFILL, ARE GENERAL REQUIREMENTS FOR AEA, LANDSCAPE AREAS , UNLESS NOTED OTHERWISE: ON THE PLAN. A5 A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 10 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC - AMENDMENTS IN C)1. AND C)2., BELOW. AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL -'CORRESPOND TO FIELD METHOD OF. DETERMINING SOIL TEXTURE CLASSES FOR LOAN . AND SILT LOAM, U.S.. SOIL CONSERVATION SERVICE. PROATDE LANDSCAPE ARCHITECT THE TOPSOIL- SUPPLIER -AND: SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR ANY . NECESSARY WEED CONTROL - RESULTING FROM CONTAMINATED OFF -SITE SOURCES. B)'NbATNE SURFACE : -MAY MEET: TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS ' IN C} 1. AND C) ';2., BELOW, AND ROTOTILL AMENDMENTS TO SPECIFIED DEPTH. C) AAB�OR�T71' * atelf 1 ammo COAROBT .y :PROVIDE THREE - INCHES (TWO - COMPAC IN P O F COMPOST PER 6 INCHES OF SPECIFIED TOPSOIL. DEPTH. ' MUSHROOM COMPOST, ,SLUDGE /COMPOS I BLEND, AND /OR 'AGED' FIR BARK MULCH' SHALL SATISFY ORGANIC `REQUIREMENTS. COMPOST SHALL BE FROM NON -FARM ANIMAL SOURCES. NOR - FROM SOURCES .CONTAINING REDWOOD /CEDAR :PRODUCTS.. COMPLETE = FERIILIZER WITH TRACE ELEMENTS, 8 PERCENT, SULFUR AND A MINIMUM "OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE AGRO- DELUXE NURSERY'. 1D- 15- 20 :AT;59 POUNDS PER 1,000 SQUARE FEET OR 10 YARDS OF. ORGANIC. COMPOST; OR. P LILLY- MILLER -PRO ORNAMENTAL' 14 -T8 -12 AT 50 - POUNDS PER. 1,50D, SQUARE -FEET OR 15 YARDS OF ORGANIC COMPOST: OR, ° GRACE SIERRA HIGH NP 24 -4 -8 AT 50 FOUNDS PER, 2,000 SQUARE FEET OR 15 YARDS OF ORGANIC COMPOST. - D) PLANf!K BAf f_ 1 -SATE Treed iwrAmopta AS A MINIMUM,'. ALL LANDSCAPE AREAS SHALL HAVE 12 INCHES OF TOPSOIL' PER A) AND/OR B). ABOVE CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL, AN NECESSARY TO ASSURE THE:: MINIMUM DEPTH CONTRACTOR SHALL FORM BERMS TO THE HEOGf}IT AND EXTENT NOTED AN TIit PLANS SOIL AND AMENDMENTS SHALL BE EV Y BLENDED THROUGHOUT 4E `•TOP 6;INCHES` TOt?SOIL SHALL BE WORKED INTO SUB - BASE /S SOIL AS DETAILED. SOIL" SPECIFIED 5 FBJ§HED, COMPACTED DEPTH. - PARKING' PLANTER ISL.AND3 SHAEL'BE' OVER EXCAVATED BY BACKHOE A' MINIMUM OF EF INCHES'BELOW TOP' OF SUBGRADE TO RENORt STRUCTURAL COMP TION. ONE -HALF INCH (7/2) IZE, TO ONE -INCH ( 1 "), I. E., 'MEDIUM;" HEMLOCK /FIR BARK. APPLY SUFF QUAN,T,I]Y TO PROVIDE `.THREE INCHES (3" TO FOUR INCHES (4 ") DEPTH IN AREAS' NOTL PLANTED' IN TURF.. FINE. MULCH, I.E., "STEERCOT TEXTURE:: AND CEDAR ARE NOT ACCEPTABLE. 091 SPOILS) AS" FIELD PREPARED'. FOR PLANTING /TURF. H STAKES i -1/2 -INCH - DIAMETER, NET, BY 8 -FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL 1 -INCH WIDE POLYETHYLENE CHAIN LOIN TYPE TIES; OR, 3 '8" DIAMETER RUDDER. NO WIRE. GROUND CONTACT WOOD PRESSURE TREATED HEM /FIR TO SIX- TENTHS OF ONE POUND (0.6 LB.) RETENTION (LP -22). 6" SPECIFIED SIZE WITH 24" #4 REPAR PER DETAIL LAWN SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. SOD SHALL NOT HAVE -MANMADE BINDER. LAWN memo 5 -INCH BLACK POLYETHYLENE EDGING AS DISTRIBUTED BY VALLEY VIEW SPECIALTIES COMPANY. UNDER TRADE NAME Of "DANDY DIAMOND' PHONE NUMBER (800) 323 -9369; OR EDGER AS NOTED ON PLAN. FEE HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTEDEWKxMKT "WILT - PROOF," 48 HOURS PRIOR TO SP.IPM_ NT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT W4�BER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECLMON FINISHED GRADES FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2") DIAMETER FROM TOP THREE INCHES (3 ") OF PREPARED PLANTING BED. ALL - FINISHED - GRADES SHALL BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL: ELEVATIONS. TREES - - ARRANGE TREES ON SITE IN PROPOSED LOCATIONS- PER DRAWINGS. EXCAVATE PIT, PLANT. AND STAKE OR GUY; AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES SHALL BE PLACED AS THE PLANTING PLAN: LOCATED AS DETAILED. AND AS CALLED, OUT ON PLANT LIST BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL. USING WATER ONLY: . NO MECHANICAL COMPACTION. INSTALL SHRUBS AS SPECIFIED FOR TREES. EXCAVATE PITS ,TO A MINIMUM OF THREE INCHES - (3") EELOW. Am) TWICE THE. ROOT BAL. DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MIL 4; - MULCH ALE,.GROUND COVER: -AREAS TJOE COVERED BY TURF. MULCH .MAYBE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH ": IS, SMWELWR :THAN' ONE GALLON -: CONTAINER -SIZE U11L11.Ta'a ES , FIELD 'ADJUST PLANT LOCATIONS FOR 8P-FOOT SEPA ON OF INLLS/SHRUBS SEPARATION ,FOR GROUNDCOVER FROM FIRE HYDRA JAND - UTILITY VAULTS. . PL.ANt7'I3 " AND 11413ATNO N MA2WBAWNCE CONTRP -CTO1S SHALL MAINTAIN PLANTINGS AND NRR)GATBON ^THIfOUGH COMPLETED INSTALLATION, AND tiNTLL ACCEPTANCE OF LANDSCAPE INSTALLATION:F. INSTALLATION: PLANTING MAINTENANCE SHALL. INCLUDE WATERING. WEEDING; CULTIVAI NOG, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, .RE-ESTABLISHING 'SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. : HERBICIDE IS NOT RECOMMENDED FOR - ONEYEAR'FOLLOWING LANDSCAPE INSTALLATION. - INCLUDED IS REPLACEMENT OF DEAD PLANTS AND - PLANTS. - SHOWING - LOSS OF 40 PERCENT OR MORE OF CANOPY. THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION do PRECIPITATION. FAILED OR MALFUNCTIONING _IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. 'PLANT AND IRRIGATION. MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER -- .GROWTH AND - SURVIVAL' OF ALL PLANT MATERIALS.' CONTRACTOR SHALL PROVIDE THIS. WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES.. HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST BED LINE EDGE CURB /WALK— Spacing Detail SCALE: NONE FINISHED GRADE AT 4:1 SLOPE (MAX); 2% SLOPE (TYP. MIN.) CURB PER CIVIL —� DRAWINGS (WALK SIMILAR) SCALE: NONE 1" MAX. SPACING AS CALLED OUT ON PLAN /PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. 2" COMPACTED DEPTH OF MULCH; 3" LOOSE (MINIMUM) TOPSOIL AS SPECIFIED — FINISHED GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1 "'MAX. (WITH COMPACTED MULCH NOTE: SEE PLANT LIST FOR PLANT SPACING SCALE: NONE FINISHED GRADE LAWN SCALE: NONE SUBGRADE SCALE:- NONE PREPARED--_ - PLANTING BED REMOVE CONTAINER & SCORE ROOTBALL, SPREAD OUT CIRCLING ROOTS BACKFILL TO BE SETTLED USING WATER ONLY LABS THAN 1 GAL ( PLANTED AFTER MULCH ) Groundcover Planting Detail BARK MULCH ' 2" MINIMUM MINIMUM COMPACTED DEPTH Mulch at Curb BERM HEIGHT VARIES AS NOTED ON PLAN SOIL LINE: 3" IN MULCH, FLUSH IN TURF EDGING PER PLAN FEATHER EXCESS SOT' UNDER MULCH MULCH AT CROWN=-----, 1/2" ABOVE GRADE 1" SHOVE GRADE MULCH (COMPACTED) I . AMENDED PLANTING SOIL PER NOTES (TOPSOIL) 2" MULCH (SETTLED), 3" LOOSE Planting Bed Adjacent to Lawn COARSE TRANSITION FROM TOPSOIL TO AMENDED SUBBASE REMOVE EXCESS GRAVEL AND PAVING I" MAX. TOP OF CURB TO TOP OF MULCH I 1 GAL CONTAINER and LARGER ( PLANTED BED MULCH ) CURB PREPARED PLANTING BED? TOPSOIL SETTLED (COMPACTED CONDITION) AMENDED SUBSOIL, COARSE �� (SCARIFIED) TRANSITION TO SUBSOIL FROM TOPSOIL 1 1/2" DRAIN AT LOW POINTS & 10' MAX. SPACING CONCRETE CURB; TYPE PER CIVIL DRAWINGS PAVING SECTION P CIVIL DRAWINGS Grading in Parking Lot Planters (Topsoil Prep.) PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BC REJECTED NOTE: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO DE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION (2) 2X2 D.E. STAKES, PLUMB (1 1/2" DIA. X 10' SC Li 40 GAP, PIPE AT STREETS) WITH ELASTIC CHAIN -LOCK TYPE: OR RUBBER GUYS TIED IN 'IGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING ... TURF PLANTING, PROVIDE 3'B "NO GRASS" TREE RING & 3" DEEP - - -- MULCH IN WELL. MULCH: 1/2" - 1" SIZE HOLD BACK FROM TRUNK 8" TO 10" FINISHED GRADE PREPARE PLANTING BED PER SPECS; AT MIN., LOOSEN AND MIX- - SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIDIES BALL DIA. i PEEL BACK BURLAP; REMOVE TIES, CONTAINERS & WIRE BASKETS; SCORE ROOTBALL SET BALL ON UNDISTURBED BASE OR COMPACTED I. OUST UNDER RALI.- PENETRATION TO SUBBASE ( +) 12" Deciduous Tree Detail (B and B, Less Than 3' Dia.) SCALE : NONE d Vinyl Edging Detail SCALE: NONE TURF / - - - -- - -- MULCH FINISHED GRADE — 9" METAL STAKES AT 'FULL PENETRATION) TOPSOIL 0.0. FINISHED GRADE ■RASS 1 2" FROM TOP OF BEAD. IN MULCH 2" FROM TOP OF BEAD 1APEP TO 3" v.1 N RECEIVED CITY .OF TUKWILA AUG 1 9 1997 PERMIT CENTER I t \d," 02 \ STATE OF `U 4 ./5 �t \ WASH NGTON REGISTERED - VAT5DSEA3E ARCHITECT .. .-.. - N. BRUCE McCRORY CERTIFICATE NO, 504 (VALID ON, Wrn SIGRA?URE) 0 0 cr z w z VJ J = W 0 co I- Q co co 0 z 0 0 ,S{ • TREES: ACER CIRCINATUM/ S' - 8' A & B AS SHOWN 4 I' MULTI -STEM, MINIMUM OF 3 STEMS. VINE MAPLE 0QUIDAMBAR STYRACIFLUA / 1.75' CAL. 8 & B AS SHOWN 5 STAKE AND GUY ONE GROWING SEASON, MAX.; SWEET GUM NURSERY GROWN FOR STREET TREE USE, 6 -FOOT STAN PRUNUS SERRULATA 'KWANZAN' / 1.75" CAL. B & 8 AS SHOWN 5 STAKE AND GUY ONE GROWING SEASON, MAX.; KWANZAN CHERRY NURSERY GROWN FOR STREET TREE USE, 6 -FOOT STAN( SHRUBS: '' ABEUA x 'EDWARD GOUCHER' / 18" - 24" CONDONER 4' -5' 30 HOLD 3' FROM BORDERS PAK ABELIA JUNIPERUS CHIN. 'PFlTZERANA AUREA' / 15" - 18" CONTAINER 4' -5' 17 HOLD 4' FROM BORDERS GOLDEN PFlTZER JUNIPER ILEX CRENATA 'CONVEXA' / 18" - 24" CONTAINER 30" 30 HOLD 2' FROM BORDERS JAPANESE HOLLY PRUNUS LUSTTANICA / 18" - 24" B & B AS SHOWN 2 PORTUGAL LAUREL PRUNUS LAUROCERASUS 'OTTO LUYKEN' / 18" -24" B & B 3' 34 HOLD 3' FROM BORDERS OTTO LUYKEN LAUREL GROUND COVER: ARCTOSTAPHYLOS UVA UBSI / 1 GALLON 30' AVG. COVER HOLD 2' FROM BORDERS AND OTHER SPECIES KINNIKINNICK 4" POT 24" AVG. COVER SANE ERICA x DARLEYENSIS 'FURZEY' / 1 GALLON 24" 63 HOLD 2' FROM BORDERS AND OTHER SPECIES HEATH 4" POT 18" COVER ' SAME SOD LAWN: LOCAL COMMERCIAL BLEND LAWN /PLANTER EDGE- CUT TRANSITION CB -C RIM- JE= 17,17(N1 12" GONC. f 1E =17,11(5).:0 CON C - r - 75.50' S88"45'47TE 205.00' 129.50' ..: File: Al ` 11 0 10 20 SOMW -C - R14+. =21.65 - 1E -15 5•,E) 30" CONE. 1E-313,52;'W) _7 i Uate/Time- 07/30/1997 0553 Scat 1=20 Bruce !A-C xr, Z61 S7- ;,6131 - ?.2673' -u, 7IGNA< BO -- TELLEPH01 E — W r J -BOX N88'45'47 6400 .. SIGNAL - -VVX SOUTH 180th STREET 1.50' LANDSCAPE PLANTING PLAN LOCATED IN A PORTION OF SEC. 22, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON N88'45'47" 64 C 5 AL DEES 1'T 10' 82.50' / 94.00' / CRFF,WAL E 4 L = 2698'58" R = 30.00' L = 14.83' A = 104 R = 10.00' L = 18.17' A = 24'28'16" R = 20.00' L = 8.54' A = 13'41'22" R = 178.23' L = 42.58' 00O"OO'OO°E 6.62' PLANT LIST SYMBOL NAME SIZE NOTE: LANDSCAPE IRRIGATION PLAN TO BE SUBMITTED UNDER SEPARATE SUBMITTAL. CONDITION SPACING QUANTITY REMARKS RECEIVED cln oR TuKVnLA AUG 1 9 1997 PERMIT CENTER APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF PUBLIC WORKS APPROVAL EXPIRES: ARD ARD U- 7 - - - a�. 6 - Z 0 ,0A I w 2 S 1 STATE v 1 -- - fl CC :, WASH NT REGISTERED ', 1 9 ARCHITECT `` H . C E McCRORY ."nFICATE No. sD4 ( VALJD ONLY 1NT, SIGNA "E) a z W z H cn cc Z U 0 z F— I F- o cn co I U z LANSCAPE PLANTING PLA TUKWILA, WA. TACO TIME CONC 1E CB-C RN .21.19 I[= 1717(N) 12' COIaC ■F =17.11(S) 8" CONC q ?.5 52 31 "E 2 , 1 s88'455 7' 75.50' � 7i w�a,f S0fl413 °W (! 26.00' 1 11.50' _PHONE 4 N88`45'47' — - — — Y rAULT - SIGNAL J- -BOX T -- - .. _ _ ' I '_.._ rELFPHONE N88 45'47''w 6400 BOx 2 6 205:00' 29.50' CROSS V 11' =20' 20 10" LANDSCAPE IRRIGATION PLAN LOCATED IN A PORTION OF SEC. 22, TWP. 23N., ROE. 4E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON ry 0 A = 28'18'58' R = 30.00' L = 14.83' TRAFFIC S.C,AL K PEDES .IAN • Ou 00 A = 104'07'2 R = 10.00' L = 18.17' = 13'41'22" R = 178.23' L = 42.58' S00'OO'OO "E 6.62' A = 2428'16" R= 20.00' L = 8.54' PO.G IRRIGATION LEGEND /SCHEDULE SYMBOL DESCRIPTION sa PLASTIC BALL VALVE (MATCH LINE SIZE) IN 6" CAPPED SLEEVE MAINLINE - CLASS 200 PVC (18" COVER); SIZE PER PLAN LATERAL - CLASS 200 PVC (12" COVER); SIZE PER PLAN SLEEVE - CLASS 160 (SDR -26) PVC; 24 " MINIMUM COVER AT VEHICLE CROSSINGS SIZE PER PLAN SPRINKLER HEADS: RAINBIRD 1804/1806 POP -UP FOR SPRAY HEADS; ONLY 1804 IN TURF; RISER (R) AS NOTED ON PLAN; PLASTIC NOZZLES TYPICAL PROVIDE PCS (PRES. COMPENSATING SCREENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. NOZZLE PSI GPM PRECIP. RADIUS • RAINBIRD 12 F, TQ, TT, H, T, Q SERIES 30 2.6, 1.95, 1.74, 1.3, 0.9, 0 7 1.74 12' n RAINBIRD 10 F, H, T, Q, - -LA SERIES 30 1.6, 0.8, 0.5, 0.4 1.5 10' o PG�i RAINBIRD IO 0'R 12. "1171{ VAl2I V o RAINBIRD 15 SST, CST, EST 30 1.2, 1.2, 0.6 1.9 SCALED RAINBIRD 100 PEB ELECTRONIP REMOTE CONTROL VALVE (IN MIN. 10" DIA. GRADE LEVEL BOX) MINI CLIK II RAIN SENSOR BY GLEN- HILTON PRODUCTS RAINBIRD ESP - CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS. (I.29' 4 2,, He - WILKINS 850 - 1" BALL VALVE I l CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK UT RAINBIRD 3/4" QUICK COUPLING VALVE AND 33K KEYS (QCV); COMBINE WITH OTHER VALVES IN 5Q. BOX OR 10" DDIA. BOX WILKINS 550 B - 1" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. VALVE STATION NUMBER VALVE GPM VALVE SIZE \ These plans have been reviewed by the Public Works Orrrr'ment for conform . '- -C n,-;th current City stem Acceptance ; e anc c which do net oU' -- ado; - _'Lrds or ordinance for Ii1m. ; Yquacy of the desic the des;g Y, r. Additions, dele1 /2,c _ IheLL LL;oI:;ings after this date acceptance and will require a re= revised drawings for subsequent ao H Fine' , is subject to field inspection by the ..rks utilities inspector. Date. k „-,,, 3 1 BY: f ,r ECENED CITY R OF TUKWILA AUG 1 9 1997 PERMIT CENTER APPROVED FOR COMMOTION LAND. ti -E„QRCHITECT BY: DATE: DIRECTOR OF PUBLIC-WORKS C.WORKS ( U McCRORY MR' ATE N0. 504 APPROVAL. EXPIRES: (V LY WITH SICNAn; � I STATE O F WASH NC-TON REGISTERED Irrigation Notes REVISED 4/97 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INST.AALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE NOOK-UP INTO MOUNTED CONTROLLER, IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITHGENERAL.CONTRACTOR. B. INSTALLATION OF IRRIGATION /SERVICE METER AND STUB TO IRRIGATION' POINTJOF' CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD, THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB --OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED 'GRADE. C. VERIFICATION OF STATIC. WATER- PRESSURE AT POINT -OF- CONNECTION (P,O.C.) CONTRACTOR; SHALL' NOTIFY OWNER-AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF .ANY: ,VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN ;PRESSURE: D, INSTALLATION OE SLEEVIiIG. 2. SYSTEM HAS BEEN DESIGNED FOR XX GPM AT XX PSI. DEPARTMENT TEST /CALCULATION XX PSI. 3. ALL WORK PER LQGAL CODE. INSTALLATION PER MANUFACTURER'S SPECiF!CATIONS. 4. ALL VALVES TO. BE PLACED IN "CARSON " GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUAL). SET BOXES. 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. STATIC PRESSURE BY WATER MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO. ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. HEAD AND..LUNE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS. NECESSARY` FOR ADEQUATE COVERAGE. VALVES SHALL BE POSITIONED ADJACENT TO CURBS, IN SHRUB - BEDS WHERE` POSSIBLE. 7. PROVIDE OWNER WITH ` TWO ,(2) SETS "AS BUILT' DRAWINGS AND OPERATOR'S' MANUAL . UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON ,RISERS SHALL BE INSTALLED NEXT TO WALKS, STREET, AND /OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS SHALL BE FLUSH MOUNTED, POP -UP MODELS ONLY. IRRIGATION' HEADS ON RISERS SHALL: BE NOTED ON THE .PLANS. 10. 'RADIUS "REDUCTION SHALL BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND /OR ALTERNATE NOZZLES. IN- NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS_ SPRINKLER SPACING SHALL NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED, DATA. ALL .CONTROL WIRE SU ES SHALL BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, „SCOTT,S LOCK.. SEAL TACK = 3576 -78. OR EQUAL. EACH VALVE BOX V. O;:CONTAIN'f MINIMUM' OF ONE (1) SPARE ORANGE CONTROL WIRE FOR `JACKETED WIRE.. R.OUTE: SPARE,WIRE FROM THE CONTROLLER TO THE LAST . VALVE OF ; EACH MA NLIiVE BRANCH. COMMON WIRE SHALL BE WHITE. : SINGLE STRAND WIRE SHAD.: 5E A 'MINIMUM .OF: 14 GAUGE= WITH SPARE WIRE TO BE . YELLOW.. ALL ELECTRICAL EOUIPMENT`SHALL BE U.L. TESTED -AND APPROVED, ,AND SHALL THE.II.L: LABEL PROVIDE MANUAL SHUT OPE VALVE TO LINES ENTERING RIGHT - OF -WAY WHEN ZONED IN,;COMMON-WITHTMPRIVATE LINES. .MINIMUM OF -24 INCHES INSIDE PROPERTY LINE IN 6 -INCH DIAMETER VALVE BOX, - 15. CROSS CONNECTION' PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL, -BE TESTED,UPON THE ORIGINAL INSTALLATION. THE TESTING SHALL BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE - AS A BACKTLOW TESTER, THE TEST REPORT SHALL BE ' SUBMITTED TC THE LOCAL WATER DISTRICT, OR PURVEYOR,_ AND. OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER.. THE INITIAL INSPECTION. • 16. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION /SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE /PRECIPITATION .CONDITIONS DETERMINE SERVICE NEED. 17. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC - (WEEKLY) ADJUSTMENT OF, THE WATER SCHEDULE IS INTENDEP TO BE MADE VIA BUDGET ADSTM , EN�,REE- ADJUST WATERING -DAYS AT 100 PERCENT BUDGET WHEN. ADJUSTMEN l UT;EXCEEDS_ 30k, SET CONTROLLER FOR' HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED- LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 8Q PERCENT 'DISTRIBUTION UNIFORMITY. TURF ZONES' SHOULD BE SCHEDULED FOR. 100 :PERCENT :REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3 -DAY CYCLE. SHRUB ZONES SHOULD - `,BE " PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY TURF WATER REQUIREMENT QN A,'ONCE PER WEEK CYCLE.'ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD.rRECHARB') SHALL BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE RACTOR ISON THE JOB SI OVER RF NDSAU CONTROLL $CHEDUI.1NG SHALL; ,BE.GTE, RO WATE FOR ING C ONTRACTO OLA R TOC PE , REPAIR DE ANY RESULTANT pAMAoES.AT - BIN 6WN EXPENSE. SUBSTITUTION 0F. IRRtGATlON M ATERIAL /EQUIPMENT SHALL" BE MADE ONLY UPON WRIET APPjTOVAL'"„ OYFNER S" REPRES IT ALL TURF" OF4E SHALL PASS,. 4, MINIMUM - DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED T}iROI X - $ AN- IRRTGA710N CERTIFIED WATER "AUDIT. SCH 80 PVC UNION DOUBLE CHECK VALVE PER DETAIL SCH 80 PVC UNION - PVC ® THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES OF CONNECTION (P.O.C.) DETAIL NOT TO SCALE FINISH GRADE I {III 1 illii !jI' ... SCH .80 P.V.O. - NIPPLE_ NOT TO SCALE WILKINS 600 DOUBLE CARSON PRES. REDUCING VALVE GRADE LEVEL VALVE S NECESSARY E - BOXES -T X S COUPLING: CONTR. TO PROVIDE THREADED FTG.'AND CAP ON DISCHARGE SIDE OF METER. QUICK COUPLING VALVE (BLOWOUT) METER PER CITY STANDARDS METER STOP PER CITY STDS> QUICK COUPLING VALVE • NOT TO SCALE - - TOPSOIL (FINISH GRADE) PAVING SECTION CIVIL PLANS COMPACTED BACKFILL AT 90% DENSITY ...(TOPSOIL BACKFILL) AT 95% DENSITY (STRUCTURAL). PVC LATERAL SLEEVE(S) ALT. WIRE' SLEEVE PVC MAINLINE VALVE - WIRING PIPE BED MATERIAL _TO BE CLEAN 8'.'FREE OF ROCK LARGER. THAN 1/2" - - — PLASTIC VALVE BOX (10" DIA.) QUICK COUPLING VALVE 1 C.U. FT. 7/8" GRAVEL SUMP SCH 40 PVC ELL SCH 80 PVC ELL SCH 40 PVC SXSXT TEE / , + SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR -26). . DIMENSIONS ARE MIN. CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS B "; 019 BETTER (MAX, OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED .TO MIN. 95% OPTIMUM DENSITY PER ASTM 5- 1557 -70 (MODIFIED PROCTOR) SLEEVE /TRENCHING DETAIL - ` : EQ EQ NOT TO SCALE FINISH GRADE .J I - - - - -- GRAVEL SUMP -7/8" WASHED GRAVEL 'i CHECK VALVE ASSEMBLY SCH 80 NIPPLE SCH 80 SXT 90' ELBOW SCH 8C- NIPPLE MAIN LINE FITTING NOTES: SCH 40 SLIP TEE DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MIN. CLR. FROM WALLS TO TEST COCKS, BOLT LOCK LID. PVC MAINLINE PER PLAN SCH 80 NIPPLE & FEMALE ADAPTER SCH 80 NIPPLE (TYP.) - PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX -TAPE WIRE TOGETHER EVERY 20 FT. - MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE - COMPACT SOIL AROUND VALVE BOX -USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE NOT TO SCALE 6 "/12" POP AT SHRUBS 4" POP AT TURF SPRINKLER FLUSH AT LAWN & FLUSH WITH MULCH LINE SPRINKLER SCH 80 PVC NIPPLE LATERAL DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES & TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. UNION AT EACH SIDE OF VALVE SCH 80 PVC BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. e MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. POP -UP RISER ASSEMBLY NOT TO SCALE WIRE WITH WATERPROOF WIRE CONNECTOR PLASTIC CONTROL VALVE BOX WITH COVER (10" DIAx12' MIN) REMOTE CONTROL- VALVE; BODY CLEAR OF SUMP PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR - -- I C.F. 7/8" GRAVEL SUMP SCH P,0 90" EEHOW 6" CLR. OF OBSTRUCTION ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) MULCH CONDITION ION FINISH GRADE -- SCA 80 90" ELBOW —SCH 40 PVC TEE SxSxT REam lu o lrr of r_ucw PUG A 9 i99 PERMIT CENTER I -T � � �,5 STATE OF WASHINGTON REGISTERED ARCHITECT � ( ` j l t - c___-- - .._ - RT BRUCE McCRORY CRRIMCA NW 50 (VALID" ONLY 'MBA SIGMA 0 G c) W S. U Q 0 z w z i2 O • Q z • ]L en t- o o en z v P� w U r 1 " =30' FIELD VERIFY STYE, TYPE, DEPTH. & LOCATION OF EX. WATERMAI �,- PRIOR TO CONSTRUCTION ONTUACTQR SHALL- SAWCUT, RRU MOVE ASPHALT AND PATCH AS NNE ESSARY'PER CITY OF TUKWI -STD. PLAN RS -3 u — �f i _7� — - - .ti LES SCHWAB TIRES CONTRACTOR TO INSTALL 2" WAT SERVICE AND METER BOX. 1" METER TO BE PROVIDED AND INSTALLED BY THE CITY. INSTALL PER CITY OF TUKWILA STANDARD PLAN WS -16. EXISTING 4' SIDEWALK SIGN t7ck1-oIs CAUTION: BURIED_ UTILITIES EXIST - ALONG THE FRONTAGE OF SOUTH 180th STREET CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. -- 6AWCUT AND REPLACE SIDEWALK TO MATCH 1STING - - EX STING -. SIDEWALK CIVIL -- OFFSITE WATER SERVICE PLAN NOTE: AFTER INSTALLATION OF WATER SERVICE, CONTRACTOR SHALL REPAIR LANDSCAPING. TO EXISTING CONDITION OR BETTER. 425 LF - 2 "COPPER (TYPE K).,.._ WATER SERVICE SOUTH 180th STREET EX. 10" WATER LOCATED IN A PORTION OF SEC. 22, TWP. 23N., ROE. 4E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON 10' (g75ypLF 61.. WATER COPPER SERVICE ! - _ - 3 , 3 hT' 0 ,... PVC. SCI 35 0 2.0 %\ INSTALL.. 7.50. CP.L,OIL_GEEASE INTERCEr}TOR BY --ET VAULT- ` F O.DEL. 57' -GA OR ECU. . PAM =2A. 0 =21.4 (i 35.1 - L- .. Y,vC SDR 35 0 2% M:N. FIELD VERIFY REQUIRED SLOPE :•ND L 4c PRIOR 1 CONSTPusnou RR. V- IFY -SIZE TYPE, DEP. AJO LOCATION OF E415H4€' s S.. -SJUB. 'CONNECT- TO-EXIStIUG IF =79.2± SO4 14'13 "W `7� N88'45'47 "W,,, 64;06" • -- _;CAUTION: BURIED_ UTILITIES' IN THIS AREA CONTRACTOR SHALL POTHOLE PRIOR TO CONSTRUCTION CONTRAC7 R_SNALL PROVIDE AND INS A L - 1 - IRRIGATION SERVICE- - AND 1" DEDUCT__. METER AND BOX. METER SHALL READ IN CUBIC FEET APPROXIMATE R.O.W. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 CONTRACTOR SHALL PROVIDE AND INSTALL CITY APPROVED BACKFLOW PREVENTER. SEE IRRIGATION PLANS. j 21 LEE" PVC \ SCR. 35 CD 2.0% RIM =73.75 IE =20.58 26 LF 6" PVC SDR 35 ® 2.00% , p = 2818'58" R =3000 L = 1483 ST516'23 - - ' . I ,k 19.92' ^;k Wi Ex_a_ces _ These plans have been reviewed by the Public Works D- rtment for conformance with current Cih s •ds. Acceptance is sulbl set to errors ass DTs which do not author. . - of add _ -_ r - dards or ordinances. Ti;: , ,y for L - cdequacy of the design rests i_ r,h the designer. Additions, deletions or r 0 these drawings after this date will 5 acceptance and will require a resubl of re.Ised drawings for subsequent app::_ Fr - -.nce is subject to field inspection by 111, . 3rks utilities inspector. Date- /21 °/ BY r in 2. 3. 4. 5. 6. 7. SOUTHCENTER PIM= 2=1.20 IE =22.00 F7-2420 205.00' 1E =20.0 ,S = 104'07'29" R = 10.00' L = 18.17' S00'0Ob0 " 6.62' Ls = 24'28'16 R = 20.00' L = 8.54' p = 13'41'22" R = 178.23' L = 42.58' UTILITY NOTES VICINITY MAP SCALE: 1' - 2400' LEGEND: PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED LOT LIGHT EXISTING EDGE OF PAVEMENT EXISTING OVERHEAD POWER PROPOSED SEWER UNE EXISTING SEWER LINE UTILITY CONTACT LIST CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (425) 433 -0179 CONTACT: JOANNA SPENCER OAS PUGET SOUND ENERGY 22828 68TH AVE. SO. KENT WA 98032 CONTACT: DAVE JENNESS (253) 395 -6824 SEWER CITY OF TUKWILA PUBLIC WORKS DEPT. 6200 SOUTHCENTER BLVD. TUKWILA WA 98188 (425) 433 -0179 CONTACT: JOANNA SPENCER SD ERIU POWER PUGET SOUND ENERGY 22828 68TH AVE. S0. KENT WA 98032 CONTACT: DAVE JENNESS (253) 395 -6824 PHONE US WEST COMMUNICATIONS 7235 S. 228TH ST. KENT, WA 98032 CONTACT: KEN STONER (206) 345 -3399 WATER CITY OF TUKWILA PUBUC WORKS DEPT. 6200 SOUTHCENTER BLVD. TUKWILA WA 98188 (425) 433 -0179 CONTACT: JOANNA SPENCER STREET CRY OF TUKWILA PUBLIC WORKS DEPARTMENT 6200 SOUTHCENTEP BOULEVARD TUKWILA, WA 98188 (425) 433 -0179 CONTACT: JOANNA SPENCER ABANDONED UTILITY LINES LOCATED ON -SITE SHALL BE REMOVED AND PLUGGED WITH CONCRETE AT PROPERTY LINES TO DISTRICT REQUIREMENTS. UTILITY UNES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND APPROVED BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFlLL OPERATIONS, THE UTILITY LINES SHALL BE RETESTED. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND THE GOVERNING AGENCY REQUIREMENTS. UTIUTY UNES INCLUDE STORM DRAIN, WATER, SEWER, IRRIGATION, ELECTRICAL, TELEPHONE, GAS, AND LANDSCAPE IRRIGATION LINES. ALL ONSITE WATER SERVICE SHALL BE COPPER TUBING CONFORMING TO ASTM B -88 (TYPE ITTINGS C THE CONFORMING TO AWWA TUBING SHALL USING FLARE TYPE COMPRESSION C800 (150 PSI WORKING PRESSURE). SANITARY SEWER PIPE (ONSITE) SHALL BE PVC (SDR 35) WITH FLEXIBLE GASKETED JOINTS PIPE JOINT TYPE SHALL BE RESTRAINED GASKET. MINIMUM SLOPE FOR 6 -INCH SIDE SEWER SHALL BE 2 PERCENT. CONTRACTOR SHALL GIVE WNG MINIMUM 2 WEEKS NOTICE ON TRENCHING. APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF PUBLIC WORKS APPROVAL EXPIRES: 1 EXPIRES 01 -07 -99 0 O z a_ U Z 1 g 4 W 0 a- J c a 8 CT) ECE% . (0 " NOV Y L ! I.q O v' " J