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HomeMy WebLinkAboutPermit D2000-081 - DOUBLETREE GUEST SUITES - LOADING DOCK AND GREASE INTERCEPTORDOUBLETREE GUEST SUITES D2000-081 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 262304 -9127 Address: 16500 SOUTHCENTER PY Suite No: Location: Category: AHTL Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR Signature:_ License No: HOWARSW0440Z Permit Center Authorized Signature: Print Name :__ DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. .0 South: .0 East: .0 West .0 Sewer: TUKWILA Slopes: Y Streams: (206) 431 -3670 Permit No: D2000 -081 Status: ISSUED Issued: 03/17/2000 Expires: 09/13/2000 Occupancy: HOTEL /MOTEL UBC: 1997 Fire Protection: DOUBLETREE GUEST SUITES Phone: 16500 SOUTHCENTER PY, TLIKWILA WA 98188 SOUTHCENTER MOTEL HOTEL LTD C/O POER MARVIN F & COMPANY, 500 108TH AVE NE #780, BELLEVUE WA JOHN HANSEN Phone: 206- 910 -6369 27520 SE 184, MAPLE VALLEY WA 98038 HOWARD S WRIGHT CONST CO Phone: 206- 447 -7654 PO BOX 3764, SEATTLE WA 98124 ***************' k* k*************** k****** k**•k* *k** *********** * * **k* **** Permit Description: REPAIR CONCRETE LOADING DOCK REMOVED TO INSTALL GREASE INTERCEPTOR * * * * ** ***** * * ** ** k * * ** ** * * * * * * * *** * * **** **** * ** k *******•k* k * *******•*** ***•k *****•k * *** Construction Valuation: $ 2.0,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side. Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N .Street Use: N Water Main Extension: N Private: N Public: N ******************************************• k************ * ** * ** * * ****•k* *** * *** ** * * *•k** TOTAL DEVELOPMENT PERMIT FEES: $ 534.56 ****************** * * ** ** ** *** * *** * ** ** * * * * *•k **• * ***•k *** * ** * * ** ** **** k k* k *** ** ** k*** Date: 1� 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 per Date: ©3 -1n -d0 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. 0 0 u, cl w = 1 F . LL w g - w d : = w' z� F- 0' Z !- � • o :O F- w W U _ LL �: : Z =. 0 z CITY OF TUKWKA 1 Address: 16500 SOUTHCENTER PY Permit No: 02000-081 Suite: Tenant: Status: ISSUED Type: DEVPERI1 Applied: 03/13/2000 Parcel #: 262304-9127 issued: 03/17/2000 ALAAVA. Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 3. Electrical permits shall be obtaine& through the Washington State Division of labor and Industries and all electrical work will be inspected by that agency (248-6630). 4. Plumbing permit's shill be obtained through the Seattle-King County Departthent of Public Health. Plumbing will be inspected by that .agency, including all gas piping (296-4722). 5. All mechanical work , Shall be under separate permit issUed by the City of Tukwile 6. All ,construction ,to be clone in conformance with approved plans /Sand requirements of the Uniform Building Code (1997' Edition as 'amended, ,Uniform 'Mechanical Code (1997 Edition), and Washingto State Energy Code (1997 Edition). 7. Validity of Permit, - The issuance :of a permit or approval of spe,cifications,:and computations shall not be con-. strqed to'bea of, any violation ofanyof the provision s of thebuilding code or of any other ordinance '-of the jurisdiction. Ni permit presuming to gfve, authority to .violate or cancel the provisions of this codei shall,be valid: 8. Notify the City of Tukwila Building .Dvision prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9. Temporary erosion control measures shall be implemented as the f order of business to prevent sedimentation of- site or into existing storm drainage* facilities . 10. The site shal'f.have permanent erosion control measures in place as soon as -,possible after final grading has been completed' and prior to the Final Inspection. • z < • z re w 00 w CO W I -J1- (011_ wo g (.2 a w z o z uj 2D O • g 0 I-- LLJ 1- - 111 O 22 0 Description of work to be done: kePacar cTv. d -ooa ∎i n L∎ if: cle) W c vse (lit ou -0 --4" 4vN Szk-I( R 1.vfer se- l ��MC 1 (fr{or Existing use: ❑ Retail Cl Restaurant r ❑ Multi-family 71 Warehouse ❑Hospital C:3 Church El L�J Manufacturing Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes Trno If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes Fr no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: 3Oo existing Area of Construction: (sq. ft.) �k Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Er no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Project Name/Tenant: 1.::: -e �v'-e -e 6 -esi 4 lt..f2: • 5 Value of Construction: A ,ao0 Site Address: (� City State /Zip: 14 00 ticu c ,.- ��'k-4 v• PAV / t\.i TiAkt (..; 14 '78(€M Tax Parcel Number: ), A .'z) q — c1 / 01'7 Property Owner: irxL Lav� kMnEe,\ k&\ LT y Phone: •-),06 ;1 c7 - t2 ).o '� `s ---- 44 n(-,-t l Street Address: 500 1oe Au-k. N�''Ew0 tR,,\levtt t (04 City State /Zip: Fax #: Contractor: u tn,Yt Slrlv : :(l tt. Cuyns•4 (o Phone: 0(," ktA - G S A Street Address: City State /Zip: k'S Phi - 4:k c. y ;- tov Go ,:Aktz 4p1, q gto q Fax #: 441 Architect: T`a Phone: 4a-� 48 \ �, 6 o t Street Address: City State /Zip: /A Af 0 A/C /78 S+ C! t tot (Q )ro drhat(l( 104 `7£ 7.) Fax #: Engineer: Phone: (� .� rf /. 18(& &O % Street Address. City State /Zip: Fax #: Contact Person: OL -, Phone: c-E--\ a06-9(0-6367 Fax #: Street Address: :).'n az ., (34 T (Mwp(c c n.\ c( f21/q. City State/Zip: /e630 CITY OF TUK'ILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ommercial / Multi- Family Tenant Improvement / Alteration Permit Application CTPERMIT.DOC 1/29/97 • - . BUILDING OWNS' • R AUTHORIZED AGENT: Signature: ' .� V. 4 0 . , . • Date: OE - 7 .l Z - “.:9 0 ' Print narfle: �, s z�-, ", ' , ' P hone• ` (6 . cr Fax #• '' p06 — / x '7 2 1 c� Address as-q0 . to kt - ‘ylo fibtaf C.) Aky City /State /Zipm A at gl ci 3 8 ALL COMMERCIAUMULTI -FA TENANT IMPROVEMENT /ALT MUSE SUBMITTED WITH THE FOLL • TION PERMIT APPLICATIONS ING: ➢ � ALL DRAWINGSTO 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 ❑ ❑ Complete Legal Description ❑ ❑ 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). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; 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. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ 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 Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 z w tr 00 � 0 w J I-- W _ Li. a = • d I— w z = zI- U • 0 �_ 0 I— WW L' O w z U c° F. _ O ~ Z 1 ij taw lino ' T• FLUG. +4,?tk, ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF. TUKWILA, WA TRANSMIT ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: R9800248 Amount: 534.56 03/13/00 15:28 Payment Method: CHECK Notation: HOWARD WRIGHT Init: WER Permit No: D2000 -081 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304 -9127 Site Address: 16500 SOUTHCENTER PY Total Fees: 534.56 This Payment 534.56 Total ALL Pmts: 534.56 Balance: .00 ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Amount 000/322.100 BUILDING - NONRES 321.25 000/345.830 PLAN CHECK - NONRES 208.81 000/386.904 STATE BUILDING SURCHARGE 4.50 7430 03/13 1719 TOTAL 534.56 1 •. .`.��'2 �.1i•.;+a:+.r7v "+'i�f:'� r u:+. 1.�L'i1FS�.e4rilai.N4.n.- .:1�,. ...� :141r +,t.r x2 <:;� '. �iY::,.;J.�L•:cRaali i�towuLi,L4 : .'�; «:, ‘Ppbukz-iye, ( T Irsp tiOn: C6 Special instructions: 7 DVia P.m. s r: P fn .....- e aa : 1 INSPECTION RECORD Retain a with permit CITY OF TUKWILA BUILDING DIVISION 'N 6300 Southcenter Blvd, #1OO,Tukwi L&981 INSPECTION NO. J Approved per applicable codes. 1 1 PERMIT NO. (206)431-3670 [ Corrections required prior to approval. COMMENTS: 4.c75,467Xv tr/k/46 edhoies cove, friecp .1 • D il :1 1 6 / 9 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' z C4 1' 6 = —j c-) 00 W ° W ill I uj 0 2 < co 3 uj Z I— 0 Z W uj 0 u) 0 — 0 1— Ili la I 0 .. z W u) LU U 0 Projt3: -iletE_ -0e-c--C Type qi4nspection: e'61577 Age sc „l a/ Date oiled: I °° Special instructions: Date wanted: 4 - 113:00 p.m. R eq uef; 1.4....A Phone: CITY OF TUKWILA BUILDING INVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. / (206)431-3670 Corrections required prior to approval. COMMENTS: .4* 1 , : z 7 0.62 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: 1 z 2 ,1,1 —J0 • 0 cn 0 . co uj w g ▪ < 1. • 13 Z 1— 0 Z 0 111 uj n 0 11J uj 1— Z 0 I— 4 ' ' Project.- N \ ‘ , Doulove-tsi-eR- type of Ospeon:-., , t O is 0(7\ Address:. 1(9 SOO . wkA fr Date called: -- 11' 00 Special instructions: Date wanted: -, 5 li - 00 a.m. 13) Requester: \ 1 Phone. ii}Le 1015 35z INSPECTION RECORD Retain a copy witlipermit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 13:300-09 PERMIT NO. (206)431-3670 COMMENTS: 1 0. V. por a(48 weal , Inspector: VUL Date: 1) t ecto Approved per applicable codes. ri Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: •• • • •••• No44. OLA V'e Coca r4 1 1 PORTION OF EXISTING DOCK TO REMAIN CONCRETE LOADING DOCK SLOPE 2% 5' -6" MIN. NEW GREASE INTERCEPTOR (VAULT) INSTALL IN ACCORDANCE W/ MFR'S RECOMMENDATIONS & PER CITY NEW RETAINING WALL do ( I REQUIREMENTS & PERMIT-APPROVAL CONCRETE FOUNDATION � I G' ( l MAN HOLE COVERS L I I W/ V ULT MFR LOCATION 1' -0 5' -0' VAULT F.V. 0 12' -10 C)SCALE 1/4'.1'.0 PLAN (A -A) • PATCH PAVEMENT AS NECCESSARY TO MATCH EXISTING. SLOPE TO EXISTING GRAINS ADOITONAL REINFORCEMENT AROUND MANHOLES (4) 14 X 4' -0" LONG EACH HOLE NEW STAIRS (SEE NOTE) z In EXISTING BUILDING WALL & FOOTING F.V. LOC4TIONS..(1 ,) ._ F.V. . NOTE: METAL HANDRAIL ATTACH TO WALL 0 2' -10' ABOVE RISERS. EXTEND 1' -0' BEYOND LANDING T & B. ALL RISERS EQUAL HT. ALL T T TO EXCEED O 7' READS 11' rION OF EXISTING K TO REMAIN IOCK 5' -6 MIN. 12' -10 NEW STAIRS (SEE NOTE) 1 understand that the Plan Check approvals a subject to errors and omissions and approval pf plans does not authorize the violation adopted coda • ordin3 ncQ tractor's c • py • - • •' ovod plans acknovvledg she By Date FILE COPY s Permit No. NEW RETAINING WALL &( CONCRETE FOUNDATION ( NEW GREASE INTERCEPTOR (VAULT) INSTALL IN ACCORDANCE W/ MFR'S RECOMMENDATIONS & PER CITY REQUIREMENTS & PERMIT-APPROVAL PLAN (A -A) 0 ScALE 1/4*•r-o• MAN HOLE COVERS COORD. EXACT LOCATION W/ VAULT MFR 2V-6" F.V. PATCH PAVEMENT AS NECCESSARY TO MATCH EXISTING. SLOPE TO EXISTING DRAINS ADDITONAL REINFORCEMENT AROUND MANHOLES (4) /4 X 4' -0" LONG EACH HOLE EXISTING BUILDING WALL & FOOTING F.V. LOCATIONS .(TYP,) METAL HANDRAIL ATTACH TO WALL 0 2' -10" ABOVE RISERS. EXTEND 1' -0 BEYOND LANDING T & B. NOTE: i ALL RISERS EQUAL HT NOT TO EXCEED 7" ALL T READS 0 1 1 - DZ 08 1 0 AP M R 16 2000 BUI DING DNISIOT� REFINED CITY OF TUKWII.fA MAR 1 3 2000 PERM CENTER IRES 8 /20 /00 ect title: OUBLE TREE DING QOCtC. & SE INYRCPTR title: PLANS, OTES AND DETAILS ns: TSE ARCHITECTURE ENGINEERING PLANNING IMO 11f.178 SL.S.a 101 Moodiwile. MA 98072-8702 0231 4/11-6601 • Mt 451 -6J71 designer: AM drawn: AM checked: ARR/TLP dote: 2/4/2000 scale: AS NOTED file: 2650 sheet 1 /3 EXISTING CONCRETE SLAB COMPACTED STRUCTURAL FILL EXISTING EXTERIOR FOOTING 31.5 F.V. 28.5 F.V. 3/4 1 • 2 3 NEW CONCRETE SLAB THRU WALL CONNECTION SEALS PER MECHANICAL SPEC'S REINFORCEMENT AROUND OPENING PER PLAN A-A VAULT N 5'-O" .r.71. SECTION (5-6) I Vrj . SCALE 1/4••I'-‘S• •3/4 • • - - , PRECAST CONCRETE EXTENSION RING W/ (8) #4 VERT. BARS & 13 TIES 0 6 O.C. COORDINATE MANHOLE COVER REQUIREMENTS W/ MECHANICAL. AND VAULT MANUFACTURER so NOTE: NEW DOCK BUMPER g • NEW CONCRETE STAIRS EXISTING GRADE EXISTING SOIL NEW CONCRETE FOUNDATION SELECT STRUCTURAL FILL TEMP. EXCAVATION SLOPE v 23.3 V.V. PER SOILS REPORT NEW GREASE INTERCEPTOR PER APPROVED art' DWG'S . PEA GRAVEL LEVELING FILL BEARING SURFACE MAX 1/2 HEIGHT OF ALL FEATURES ABOVE DOCK .. • AMINI TSE ARCHITECTURE ENGINEERING PLANNING 12510 NZ. t78 ST. •Su1i 101 Wood'rn7U, WA 95072 -8702 M2514814401 • rAX: 481 -6371 project title: DOUBLE TREE LOADING poc• & GREASE INTRCPTR sheet title: PLANS, NOTES AND DETAILS revisions: designer: drown: AAA AAA checked: ARR/TLP dote: 2/4/2000 stole: AS NOTED file: 2650 sheet q: 2/ f - NEW CONCRETE SLAB THRU WALL CONNECTION SEALS PER MECHANICAL SPEC'S REINFORCEMENT AROUND OPENING PER PLAN A -A 1.5 F.V. F.V. 3/ 3' -6' • VAULT I I I"-1 111 I4l j I -1 I I" SECTION (6 -B) O SCALE v4•.1' -m• • 14 -0.. • 3/4 PRECAST CONCRETE EXTENSION RING W/ (8) #4 VERT. BARS & 13 TIES 0 6' 0.C. COORDINATE MANHOLE COVER REQUIREMENTS W/ MECHANICAL AND VAULT MANUFACTURER NEW DOCK BUMPER NEW CONCRETE STAIRS 1 .4 NOTE: �— EXISTING GRADE EXISTING SOIL NEW CONCRETE FOUNDATION SELECT STRUCTURAL FILL TEMP. EXCAVATION SLOPE v 23.3 F.V. PER SOILS REPORT NEW GREASE INTERCEPTOR PER APPROVED CITY DWG'S PEA GRAVEL LEVELING FILL BEARING SURFACE MAX 1/2 HEIGHT OF ALL FEATURES ABOVE DOCK SLAB ti. cR( o R��ED APP MAR 1 't Ltd BUILDING DIVISION RECEIVED an OF TUKVIIIA MAR 1 3 2000 PERMIT CENTER Z U co u9 I—. Imo w O g J u. w H =. Z F. Z O til w. D O CI w W X — Z ' F.: z wAwr> VA KCA5(C' ■ 5 COSTING BIA.G4NG WAU. EXISTING coacarrc SLAB EXISTING FOOTING 3 4 SEALANT BY OWNER SLAB ATTACHMENT DETAIL SCALE 3/4' 1••••• /4 • 12* O.C. /4 • tr O.C. EXISTING CONCRETE SLAB /4 REBAR x 12* LONG • 341 0.0. EMBEDED IN 1:16TING CONCRETE SLAB 4-1/4* WI HILO *Mr ADHESIVE OR EOUNALENT. INSTAU. BEFORE POURING NEW CONCRETE SUE PER MANUFACTURER'S REQUIREMENTS /4 • tr /4 • lir O.C. • C.L. or WALL. W/ tr HOOK • sti• a a" ALTERNATE HOOK • FOOTING (X) /4 CONF. /4 0 Ir O.C. 4* O RETAINING WALL REINFORCEMENT SCALE 3/4.4r-5 COCK BUMPER ay OWNER. INSTALL PER MANUFACTURER'S REQUIREMENTS • ' .7 77 1 - /4 ItELIAR X 36 LONG • EVERf STI • ° STAIR C sr—Au 3,4•0 SCALE 3r4•.r4r RETAINING WALL REINFORCEMENT TSE A RCHITECTURE ENGINEERING PLANNING 12!110 Ilt. 1 70 1 sr. • Sint 101 Woo:6 ile. WA 98072 -0702 P29481-6601 • CO: 481-1371 project title: DOUBLE TREE LOADING Dog< & GREASE INTRCPTR sheet title: PLANS. NOTES AND DETAILS revisions: designer: AM drown: AM checked: ARR/TLP dote: , 2/4/2000 scale: AS NOTED file: 2650 sheet 3/3 DOCK BUMPER BY OWNER. INSTALL PER MANUFACTURER'S REQUIREMENTS PROVIDE NONSKID NOSING. STAIR NOSING OPTIONAL 14 REBAR X W LONG • EVERY STEP I1' TYP. 14 • 12' 0.C. W/ 6' HOOK • EACH ENO NEW CONCRETE RETNNIG WALL SEE SECTION 0 STAIR DETAIL ( ..-STAIR SCALE 3/4'. r.0' NEW CONCRETE SLAB APP MAR 1 6 2000 BUILDING DIVISION RECEIVED CITY OF TUKWItA MAR 1 3 2000 PERMIT CENTER - '' • • • -" J **.• d . ' I 4 1 • . • .: 1- , i I ill,coss 4't . „ • • „I. • • 'ihz • 0,%b•-•••,..i. •Y; . ' :■•• • hr• " ..t.tte "' J .. • PROJECT Si z • ;74 I . 1 . 50,■ •• ttE ; • •••:' -41 • • j - . I ,6\ to pn 33- agmaj . • . .rliiilt; • h • " 1. I:I •1 I J o \ 4••• — 6.1 .,••• fr. • • • • . • 'et k.• : . COPIED. • I OSPE.C 1104W*F; IUMIlit.P. BUIL. DEP Aft11•11E141 OF COMM .1 • FIECENED CM' OF TUKWILA MAR 3 UM ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072-8702 (425) 481-6601 • FAX: 481 z Z Ui r4 6 C .) O 0 CO 0 (0W W I — J 1.— U) u_ W O 2 ":1 co 3 • w I-0 z O • Y I— Ui w x 0 — 0 ; z z Environmental Geotechnical Construction Consulting • Engineering • Testing r._ May 10, 2000 File No. 712 -90192 Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Project Name Project Address 1 • ! : ' • , . ' center Parkway Permit No. Sincerely, PROF .IONAL SERVICE INDUSTRIES, INC. Sam Yaghmaie, P. E. Manager, Seattle Construction Services Department cc: Barry Cunningham, Doubletree John Hansen, Howard S. Wright Doubletree Suites Hotel (Loading Dock) RECEIVED MAY 1 7 2000 DEVELOPMENT We have completed the requested special inspections on the subject project. Our final report, dated April 12, 2000, is numbered CR8445. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. WORK REQUIRED WORK INSPECTED Reinforced concrete (cast in place) Reinforced concrete (cast in place) To the best of our knowledge, all work inspected to date conforms to approved plans, specifications, UBC, and related codes, and/or verbal or written instructions from the Engineer of Record. lii bi' i alio,t to Iliiilr/ On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282 -0666 • Fax 206/282.0710 z re w U O: co la: F ; co u.: uj • Qf J� z O; z • n! ' ,O N; 0 Hi I V. .1— O . . z H = O ~ z MAY 16 '00 13:34 FR PSI SEATTLE M - Envitvn, intal Geotechnical r • Construction Consulting • Engineering • Testing May 10, 2000 File No. 712 -90192 Building Inspections City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Project Name Project Address 165 ' ' . ' center Parkway Permit No. We have completed the requested special inspections on the subject project. Our final report, dated April 12, 2000, is numbered CR8445. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. WORK REQUIRED WORK INSPECTED Reinforced concrete (cast in place) Reinforced concrete (cast in place) To the best of our knowledge, all work inspected to date conforms to approved plans, specifications, USC, and related codes, and/or verbal or written instructions from the Engineer of Record. Sincerely, PRO . IONAL SERVICE INDUSTRIES, INC. Sam Yaghrnaie, P. E. Manager, Seattle Construction Services Department cc:: Barry Cunningham, Doubletree John Hsnscn, Howard S. Wright MAY -16 -2000 13:27 206 282 6457 POPOOMMINIMMONIMOWARPOWNSWItettliMMIMSTOMMVI 206 282 6457 TO 4477727 P.02/02 Doubletree Suites Hotel (Loading Dock) RECEIVED CITY OF TUKWILA MAY 2 5 2000 PERMIT CENTER Information To Build On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282-0666 • Fax 206/282.0710 ** TOTAL PAGE.02 ** 95% P.02 T V VLUV'.LOILy ♦ llLasc r,41.G 1V L., ft lY Seattle, WA 98105 -5021 Tel: (206) 262 -0370 Fax: (206) 262 -0374 - - -, - -- -"• 00- 002 -200 , p 1 Report No. 1 Date / Day of Week March 9, 2000 / Thursday Project Name Double Tree Guest Suites, Grease Vault Interceptor Location or Address Tukwila, Washington DCLU Permit No. n/a DCLU Project No. n/a Weather / Temp. Cloudy / 50's Owner Double Tree Guest Suites Client TSE Contractor Howard S. Wright PanGEO Field Rep. Siew L. Tan We noted the following: S. Wright, I arrived on site at 11:00 At the time of our visit, the excavation intended bottom of excavation. encountered in the test boring and its top is adjacent to an existing approximately 11/2_ foot below the 4V2 feet below finish floor), and I expressed concern to John of the footing. I also called was to set the concrete vault today excavation with a trench box if left was completed, and 6 inches vault was placed at about 4 :00 pm. south sides of the vault. Along was about 2 to 3 feet below the provide additional support to the footing. compaction effort resulted in sloughing south of the footing was effort is adequate for the project. of fill soils directly beneath the loading be compacted to an unyielding condition. should be placed in thin (6 to am to observe the excavation has been completed to a In general, the observed soil drilled at the site. square footing 4' by 4' in existing finish floor elevation is founded on approximately 5 Hansen of Howard S. Wright, Anders Raman of TSE and partially backfill the overnight. I left site at 12:30 of pea gravel was being placed Approximately 3 to 4 feet of the north side of the vault the bottom of the footing. The backfill was of the soil beneath the reduced to a couple of passes. However, I recommend to dock slab and the backfill A heavier compactor 8 inch) lifts. Ce p TU� MAY 2 5 2000 PERMIT "ENTER As requested by Mr. John Hansen of Howard for the new below -grade grease vault interceptor. depth of about 8 feet, or about 2 feet above the conditions are consistent with the soil conditions The north side of the excavation was near vertical, plan dimension. The bottom of the footing is (existing plan drawing indicates bottom of footing feet of granular backfill placed on native subgrade. regarding the possibility of sloughing and undermining regarding the same issue. The recommendation excavation, or to protect the north face of the pm. I came back to the site at 2:30 pm. The excavation at the bottom of the excavation. The concrete granular fill was placed along the east, west and backfill was placed to the top of the vault, which Additional fill was placed to form a berm to compacted with a hand operated "wacker ". The footing. As a result, the compaction effort immediately Based on my observation, the level of compaction Ken Benda (work crew) that the upper 2 feet beneath the loading dock retaining wall should such as a hoe -pack may be needed, or the backfill I left site at 5:30 pm. Action Items or Outstanding issues to be resolved: PanGEO, Inc. Geotechnical and Earthquake Engineering Consultants FIELD REPORT Anna Nn Copies to: 1. 2. 3. Signed: Reviewed: (,..w. z rL ' U . (00. w =. J I-. N u. w O: 2 gQ En_ I— al z � ~ 0. Z t- w U� O - ,t] H w I I- U IL. 17 5 w z U 0 1 ' z 4756 University Village Place NE, #114 Seattle, WA 98105.5021 Tel: (206) 262 -0370 Fax: (206) 262 -0374 Project No. 00 -002 -200 Page H o. 1 Report No. 2 Date / Day of Week March 13, 2000 / Monday Project Name Double Tree Guest Suites, Grease vault Interceptor Location or Address Tukwila, Washington Owner Double Tree Guest Suites DCLU Permit No. n/a DCLU ProLtd No. n/a Westh•tr / Temp. Cloudy / SO's Client TSE Contractor Howard S. Wight PanGI 0 Field Rep. Siew L Tan We noted the following: S. Wright, I arrived on site at 2 :15 pm to observe the loading dock -grade grease vault interceptor. adjacent to the vault had been placed to the footing subgrade level. Wright indicates that the backfill was place d in 6 -inch lifts and a' Vs inch diameter steel rod, and the ba.kfill was firm, and is Hansen while I was on site. otr Yo�l wju As requested by Mr. John Hansen of Howard wall footing subgrade south and east of the below At the time of my visit, the granular backfill Discussion with John Hansen of Howard S. densely compacted. I probed the subgrade with adequate to support the loading dock wall footing. I also gave a copy of field report #1 to John I left site at 3:00 pm. Action Items or Outstanding issues to be resolved: MY 2 1 ZUUD PERMIT CENTER PanGEO, Inc. 2064649081 PB HARBOR ISLAND Ccotcchnical and Earthquake Engineering Consultants FIELD REPORT Copies to: 1. 2, 3. 479 P02/02 MAR 14 '00 12:12 Si gned: Reviewed: 444 03/14/00 TUE 11:09 ETX /RX NO 8589] lt7J002 2 ~ to tY 2 00 N0 co W N a- w w O' co d I- z F.- 1—O z i-. uj w U� O (12. w w' H- U- O u Z U = ' 0 H Z ACTIVITY NUMBER: D2000 -081 DATE: 3 -13 -2000 PROJECT NAME: DOUBLETREE GUEST SUITES SITE ADDRESS: 16500 SOUTHCENTER PARKWAY XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division IN L -i -e) Public Works .0C1 3 -/ii Complete Approved Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire P revention I+( Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions n REVIEWER'S INITIALS: REVIEWER'S INITIALS: Plan in Division a 3—q_eo Permit Coordinator DUE DATE:3 -14 -2000 Not Applicable No further Review Required DUE DATE 4-11-2000 Comments: n DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: • F625.052.000 (8/97) F625- 052.000 (8/97) DEPARTMENT OF LABOR AND DUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST #.. EXP. DATE CC01 HOWARSW0440Z 09/03/2000 EFFECTIVE DATE 09/09/1996 HOWARD S WRIGHT CONST CO PO BOX 3764 SEATTLE WA 98124 -2264 Detach And Display Certificate REGISTERED AS PROVIDED BY LAW ASI CONST CONT GENERAL REGIST. # EXP. DATE CCO1 HOWARSW0440Z 09/03/2000 EFFECTIVE DATE 09/09/1996 HOWARD S WRIGHT CONST CO PO BOX 3764 SEATTLE WA/ 98124 -2264 Signature Issued rxy DEPARkMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold ?;