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HomeMy WebLinkAboutPermit 6840 - Tony Romas - Building DemolitionThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. Tony Romas 17305 Southcenter Parkway RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page Code Exemption = 8def E plunatoty Desctriptim Statuteftle The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 21 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. 6840 91-397 tony romas 17305 southcenter parkway demolition tony romas 6840 •F • " Demo B DI • year) 1988 SETBACKS: N— S- �- PH NE 762 -4750 W- FIRE PROTECTION: Q Sprinklers Q Detectors © N/A UTILITY PERMITS REQUIRED? CD Yes BAR /LAND USE CONDITIONS? No E Yes (through Public Works) (] No ZONING: CONDITIONS (other than those noted on or attached to permit/plans ZiP 98064 WA. ST. CONTRACTOR'S LICENSE # LAKERPC19408 EXP DATE 8 - 92 ARCHITECT Hovland /Thomas Architects ____.4. V. PHONE 874 -9272 ADDRESS 33516 Ninth Avenue South #7, - FWD - ` -' • ER Pacific Northwest Group A PH NE 762 -4750 ADDRESS $601 Sixth Avenue S.W., Seattle, WA PHONE 631 Zip 98108 -8290 CONTRACTOR Lakeridge Paving CO. ADDRESS P.O. Box 5430 Kent, WA ZiP 98064 WA. ST. CONTRACTOR'S LICENSE # LAKERPC19408 EXP DATE 8 - 92 ARCHITECT Hovland /Thomas Architects PHONE 874 -9272 ADDRESS 33516 Ninth Avenue South #7, Federal Way, WA ZIP 98003 CITY OF TUKWILA Dept. of Community Development- Building 6300 Southcenter Boulevard, Tukwila WA (206) 431 -3670 BUILDING PERMIT NO. DATE ISSUED: SITE ADDRESS APPROVED FOR ISSUANCE BY: SIGNATURE: PRINT NAME: r)S, II -q1 17305 Southcenter Py Division 98188 BUILDIK3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION B.UILDINGPERMITFEE PLAN:.GNECK:FEE> BUILDINGSURCHARGE: OTHER::!'; PLAN CHECK NO.: 91 - 397 PROJECT ;INFORMATION SUITE N VALUE OF CONSTRUCTION - $ 6,500.00 PROJECT NAME/TENANT Tony Romas TYPE OF L i New Building L) Addition Li Tenant Improvement (commercial) (x) Demolition (building) Li Grading/Fill WORK: Q Rack Storage O Reroof [) Remodel (residential) O Other: DESCRIBE WORK TO BE DONE: Demolition of building. ASSESSOR ACCOUNT # 262304 9024 - 02 FLOOR 44404“..,044-44 SQUARE FEET OCC, LOAD SQUARE FEET OC C. LOAD SQUARE FEET 000. LOAD SQUARE FEET OC C. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC,LOAD 1 1111111 I hereby certify that I have read and examine • this permit and know the same to be true and correct. All provisions of lay 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 provisions of any other state or local laws regulating construction or performance of work. I am authorized to sign for and obtain this building permit. BUILDING OFFICIAL DATE ISSUED: DATE: DATE: j/ COMPANY: L.C tcee e & e This permit shall become null and void rf the work is not commenced withi 9 0 days from f e date :of issuance, or if the work is suspended . or abandoned for. a period of .180,days from the` last inspection. CERTIFICATE OF OCCUPANCY NO. PERMIT NO. CONTACTED � wi DATE READY DATE NOTIFIED I L f `'C — I BY: init. j. .S . 6 , PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) _ AMOUNT OWING ,0 . b . ) 3RD NOTIFICATION BY: (init.) FIRE M PUBLIC WORKS 0 OTHER PLAN CHECK NUMBER DE PARTMENT BUILDING - initi review 0 PLANNING BUILDING - final review PROJECT NAME SITE ADDRESS g- la-(41 REVIEW COMPLETED BUILDINGERMIT APPLICATION TRACKING DATE AP PROVE 1 7 (ROUTED) q/50 INIT: 9 q/ INIT: INIT: /1 -1- { INIT: - To n \s. Rm 115o S au-tr\c_ ite; INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained, • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. SQUARE OCC. LOAD FEET LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box Indicates which departments need to review the project. CONSULTANT: FIRE PROTECTION: Sprinklers BAR/LAND USE CONDITIONS? FIRE DEPT. LETTER DATED: /Q -Z -OJ ZONING: REFERENCE FILE NOS.:. UIREME Date Sent - MINIMUM SETBACKS: N. S- UTILITY PERMITS REQUIRED? PUBLIC WORKS LETTER DATED: /D /„,,//91 TYPE OF CONSTRUCTION: N/A --=> DEMO SUITE NO. Date Approved - Detectors V Yes No INSPECTOR: TOTAL OCC, LOAD N/A OS UBC EDITION (year): 1988 vJVV.7vulllllCIIL I Uvulavaru, IunWlla vvn au rCOQ (206) 431 - 3670 DESCRIPTION AMOU #1L� 7 DATE is : , . , 0 NWIEMEMBEE PLAN CHECK 7 NUMBER 9 c __._) ' / • APPLICATION. MUST BE FILLED .OUT, COMPLETELY - PLAN CHECK FEE MMENEVEI , I ' • c - . • THER: TOTAL . O:QC) SITE ADDRESS/ 75e 5- L R C ,. misi VALUE OF CONSTRUCTION - $ &sop , oC PROJECT NAME/TENANT �.-� CY) 4 Mill. ' I /Cr F Li ASSESSOR ACCOUNT # A'26 z " ciD 2.4 " D '2, � TYPE OF New Buildin Addition Tenant Improvement (commercial) D m olition uild n Building P ( ) g WORK: 0 Rack Storage O Reroof 0 Remodel (residential) (,L Other ' DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, et .. 0 1 NATURE OF BUSINESS: e6,574 ',4e' WILL THERE BE A CHANGE IN USE? A'No ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: ,5G17o 3P Tenant Space: Area of Construction: WIJ,L THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? plkNo 0 Yes IF YES, EXPLAIN: PROPERTY OWNER / /r-LG � � 4 PHONE 7` /.II ?,j'D � 41 ADDRESS p l h. � "" W edn _ ZIP pe, '� � CONTRACTOR . - .r , ' _ d"'w'* -+ PHONE ADDRESS ZiP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT Hvl o/ morn 4÷-5 / pf-f -roe-7-3 PHONE $74 ----' 27 2 ADDRESS '53TI09 t,. .. _ . , 2_31! .,,c, 2 CITY OF TUKWILA Department of Community Development - Building Division CONTACT PERSON DATE APPLICATION ACCEPTED ADDRESS / 7 2 q j ? 1 //C �o k4-t D %G'e-H BUILDIh PERMIT APPLICATION I ! HEREB CERTIFY ;THAT I HAVE READ :AND ;EXAMINED THIS APPLICATION :AND KNOW THE SAME TO E :TRUE : AND CORRECT, AND I AUTHORIZED :' APP1 Y< FOR THIS':PERMIT. BUILDING OWNER SIGNATURE DATE 9/� 2 /9/ w ! OR �� AUTHORIZED PRINT NAME .j a ��L t� %f Gi / PHONE 76 2-''Gf750 AGENT PHONE 762 ,_ 47 , 74 - 0 , APPLICATION SUBMITTAL In order to ensure that your application is acts • ed o p1n review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the appIIrgnn. This flours will be reviewed and Is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architectengineer, 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION EXPIRES _ ita -IQ CITY/ZI -3 04,4, Yin COMMERCIAL • NEW COMMERCIAL BUILDINGS/ADDITIONS Ell Completed building permit application (one for each structure) ...„ •.:.::..:.:-.•••• 1:1 Assessor Account Number Two sets (2) of the following: • • • D Specifications : ••••••••:',:. • Structural calculations stamped by a Washington State licensed engineer . • : D Soils report stamped by a Washington State licensed engineer Topographicml Survey • • • : • • . . . • . . . • • • :• []Energy calculations stamped by a Washington State ticenaed • engineer or architect • • . • .• • • fl: Legal description . • • •• • E Woiliing drawings, stamped by a Washington State licensed • architect, which include: • Architectural drawings • • Structural drawings • Mechanical drawings • Elevations • Civil drawings . • LandettaP Plan Completed utility permit application (one for entire project) Six (6) sets of civil drawings • NOTE: See utility permit application and checklist for specific utility submittal requirements. • • RACK STORAGE • SIMMITTAL CHECKLIST •■••••••••• Completed building permit application . ' • .1 Assessor Account Number • • Two (2) sets of plans, which include: : • : : • , : Buildingfloor showing • . l• Entire space where racks will be located 11: :::• „ • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles and exits, •. NOTE: include dimensions of racks (height 'vtidth and length), aisles : . and exit ways on plan, • • • •• Structural calculations stamped by a Washington sista licensed engineer (rack storage 8' and over) • • ... . • • • •• • • ' • . . • ... • . RESIDENTIAL COMMERCIAL TENANT IMPROVEMENN • • . Complet bu itdng .•, • ii:tiopfta#9"•""..• for each structure or j] Assessor Account Number Two (2) setS of construcon plane, which include 'L.ocatf on of tenant space • Existing and proposed par)dng • Landscape plan (if applicable, 10 , change of use) Overali building plan • site . • cent (Comm Wall) tenant buildingor, • : • • : O verall 1 p ;7. e plan • t i spa 79 !: • !;, !AP. square footage R° Co n s tructio n n Is r s8h 0. pa ttern s ,#W • , setts) w all • ---;:':•••••••••H li censed •• existing )‘!" o be :•• • • •••••: •-;':'•••• .• •:.• .; constructio and Now , • , • •-•';'•,••••••••:' • ••••:• m ethod E 9° flo°r• eilingiondaaa(2 • "•• ••Pros h nt ..• •..".. kiva to be mit • stamped Qi:ral work al calculdoquosiTa-o.qStn.,,.,l0°...,,.... iie-;••per:- u tility Strtictur m .be ohe, ay if • ineer — eng • • •••• :.•• I to be • - IF . : . • • application and plans. E Completed building permit application (one'. for each structure) LI Assessor Account Number : •: . . • :; .•„ • Narrative describing existing roof, material being removed, and material being installe4:::::" NOTE: A certification letter Is required prior to final Inspection and sign- oft of the permit AN1 ENNA/SATELLITE DISHES E Completed building permit application . . : . E Assessor Account Number • • • .. • • Two (2) sets of plans, which include; • Li Site Plan (showing building and location of antenna/satellite dish) • •• • •' • • Details antenna/satellite dish and .Method of ettechment E Structural Calculations.:S*Mpect biti;WashIngton Sbste license(' engineor may be required • • :•• • : • • ••• . .• . . ."... , „ : • NEW SINGLE-FAMILY DWELLINGS/ADDITIONS ri Completed building permit application (one for each structure) El} Legal description . • • Assessor Account Number . • . . • ..• • • El Two sets (2) of working drawings, which include • .:,:• . . . • Site plan (on phut, show closest hydrant loCation. • Foundation plan include amass to buffing, showino • Floor plan width and length of access.) • Roof plan • Building elevations (all views) • Building cross-section • Structural framing plans — 1 Washington State Energy Code data ri Completed utility permit application El Six (6) sets of site plans showing utilities NOTE: • Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal raquiramonts. Additional topographical and soils information may be required if unique site conditions. . • •••. • .• RESIDENTIAL REMODELS'. LI Completed building permit application (one for each structure) • • El Assessor Account Number fl • . ... • •.•• • . Two (2) sets of working drawings, which include • Foundation plea Floor plan • Roof plan .• .• • • Site plan. ; . • • ; • Building elavu6onis (*J1v;•..r.vs) • , • . • Building cross-section. •-: • Structural framing plans NOTE: If any utility work Is to bo done provide utility permit application and plans must be submitted. . REROOFS D Completed building permit application (one for each structure) 1 . 1 Assessor Account Number . • Li] Narrative describing existing roof, material being removed, and material being installed.: : '. • NOTE: A certification letter Is required prior to final Inspection and sign- off o( the permit. I HERt~DT. CERTIFY: A id. T htAve READ ; THIS: APPLICATION AND KNOW THE SAME TO BE :TRUE AND :CORRECT; Applicant/Authorize ApSIMPPI Contact Person { t ; Print Name: , 0• G; I Address: 56 & e - 4r� S e . r /f._..- Date: ' © Phone. 7.g? -' '/7,,50 Phone: 762- `/ 76d Date Application Accepted: Q. G 1 Date Application Expires: a _Q r-� i CITY OF TUKWILA Central Permit System - Engineering Division 6300 Southcenter Blvd., Tukwila, WA 98188 Phone: (206) 433 -0179 Pro Street ert Owner: Site Address: 150 Name of Pro ect: 1 4 Aar 0 Cit /State/ZI LDS, PROJECT INFORMATION Engineer: Street Address: Contractor: Street Address: King County Assessor Account Number: PERMITS: ❑ Channelization/Striping/Signing REQUESTED : ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control X Grade/Fill cubic yards ❑ Hauling ❑ Landscape Irrigation ❑ Moving an Oversized Load ❑ Sanitary Side Sewer - No.: ❑ Sewer Main Extension Private El Public El WATER METER Name: DEPOSIT/ REFUND /BILLING ' Street MONTHI"Y.'! Name: SERVICE BILLINGS TO: :' :' Street 1 ater ¶ Sewer DESCRIPTION OF PROJECT ID Multiple-Family Dwelling No. of Units: 54 Commercial/Industrial ❑ Hotel El Motel El Off ice El Retail MlSCELL El New Building INFORMATION Square Footage UTILITY PERIM a APPLICATION PLAN CHECK NUMBER: /.� & --7 T GolVI,i-ZG e /' Phone No.: 03 & --4o JZ x. ?.d 3 ea Cit /State /Zi • : p e- Wk) 6 6 r',- 4 -e , $ tt El Metro ❑ Standb El Sine le -Famil Residential King County Assessor's valuation of existing structures: $ Phone No.: Cit /State /ZI : ❑ Duplex El Apartments [Other: ❑ Tri . lex ❑ Warehouse ❑ Manufacturin ❑ Storm Drain ❑ Street Use ❑ Water Main Extension Private ❑ Public ❑ ❑ Water Meter / Exempt: - No.: _ Sizes Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No.: —. Sizes. ❑ Water Meter / Temporary: - No.: Sizes ❑ Other: Phone No.: City /State /Zip: Phone No.: 2 - - City /State /Zip: .p , 9$108 ❑ Condominiums ❑ Church El School /Collage /University ❑ Hos ital El Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ (,, P 09/18/90 1 CI'ff - 1KLIST \II site plans shall be provided in one submittal for review by the 'ublic Works Department. Six (6) sets of plans stamped by a sensed engineer are required along with this application Jmpieted and signed by the applicant's representative. Cho following information is necessary for Public Works Department evaluation and approval of site plans: • All utility construction is to meet the City of Tukwila Standards • Indicate scale of drawing and show north arrow • Identify location by address or distance to nearest intersection CURB CUT /ACCESS /SIDEWALKS/ CHANNELIZATION /STRIPING /SIGNING O Dimensions O Type of surfacing - asphalt, crushed rock, etc.(and thickness) O Percent of slope or runoff direction O Size of curb cuts/location O Vehicular and pedestrian traffic facilities, including signing and striping, wheel chair ramps, curb cuts 'IRE LOOP /HYDRANT Type of pipe O Size of pipe /location O Location and type of all valves O Type of bedding and backfill materials /percent compaction O Distance from structures, storm and sewer facilities at minimum separation O Location and size of thrust blocking FLOOD ZONE CONTROL (Requirements are under Flood Ord. No. 1462 and can be obtained from the Public Works Dept.) O Lowest finished floor elevation O Contours and elevations per National Geodetic Vertical Datum ' LAND ALTERING (CLEARING, GRADE AND FILL) O Contour map (2' intervals) showing existing and proposed contours O Estimate of yardage, both cut and fill O Erosion control plan HAULING O Copy of Certificate of Insurance coverage (minimum $1,000,000) O ' $2,000 bond made out to the City of Tukwila for property damages caused by activities O Route map LANDSCAPE IRRIGATION O Location of DSHS approved double check valve O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt). Clearly show whether tap is on main or domestic service O Location and type of tap O Type of bedding and backfill materials /percent compaction MOVING AN OVERSIZED LOAD O Copy of Certificate of insurance coverage (minimum $1,000,000) O $5,000 bond made out to the City of Tukwila for property damages caused by activities O Business Ucense with City of Tukwila O Route map SANITARY SIR" SEWER O Type of pipe - c,, ,ete, PVC, etc. O Size of pipe/location O Percent of slope on pipe/length of run O Connection point(s) to public O Location of cieanout(s) and test Tec, O Type of bedding and backfill mater T . -arcent compaction O Invert elevations at structures and j•..utions SEWER MAIN EXTENSION O Type of pipe - concrete, PVC, etc. O Size of pipe /location O Percent of slope on pipe /length of run O Connection point(s) to public O Location of cleanouts O Type of bedding and backfill material/percent compaction STORM DRAINAGE (including existing topography and proposed grading and surfacing) O Type of pipe O Size of pipe O Percent of slope/length of run O Loc ?tlon of all structures O Square footage of area to be drained, including roof area O Bedding material for pipe O Invert or flow line elevations STREET USE O Complete description of proposed activity O Map with address and outline of limits of activity relative to public right -of -way and easements O Proposed traffic controUdetour (per Manual of Uniform Traffic Control Devices) O Proposed schedule (times and dates) WATER MAIN EXTENSION O Type of pipe O Size of pipe O Hydrant type and locations O Valve type and locations O Connection point(s) to existing system O Type of connection - live tap, tee, etc. O Location and size of thrust blocking '0 Size and location of mains, including elevations (profile) WATER METER - EXEMPT O Diagram of domestic system/tie in of exempt meter O Number /account for existinc domestic meter O Size and type of material of meter and service O Site address WATER METER - PERMANENT O Type of pipe - copper, high density molecular plastic, ductile O Size and depth of pipe O Size of meter O Location and elevation of meter box (water meter - permanent and exempt) O Location and type of tap O Type of bedding and backfill materials /percent compaction WATER METER - TEMPORARY O Address and hydrant location O Size of meter O Estimate of quantity and schedule :I After the Pu • c ' orks Department as comp et t e r rev ew an r t e p ans are approved, t e app ant WI 1 • : Doti by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessa resubmittal requirements. "XI PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED COMMENTS Channellzation/Striping /Signing Dernn C lia R) Curb Cut/Access/Sidewalk Fire Loop/Hydrant Flood Zone Control Grade /Fill 1,Ar1c\ NI±-erly' Gi LA - 019j ( 10 -31 -Q1 t t-la- q ( Hauling ii D51- G i [ 1 (0 (0 - 3( -4 L (1 S< Landscape Irrigation 11 Moving an Oversized Load Sanitary Side Sewer t.p-3 ,--a I t l - - (5- aJ4-61,) Sewer Main Extension (private) Sewer Main Extension (public) �( Storm Drainage 51 -q., l 1 ( -C1 i 1 - 1 @ - 6 1 1 Water Main Extension (private) Water Main Extension (public) Opeduct Water Meter (exempt) size: No.: D Wpter Only Wm"FP awl► (0'3141 11 ia-Q ) Water Meter (permanent) size: No.: Water Meter to • • ra size: No.: Other: Other: DATE RECEIVED TYPE OF REVIEW DATE ROUTED TO PWD DOE APPROVED DATE REQUESTED COMMENTS g laa Dernn C lia R) PLAN CHECK NUMBER ROUTING PERMITS REQUIRED UTILITY I OJ ECT TRACKING CHECKLIST PROJECT NAME SITE ADDRESS Toni f CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT SUITE NO. 'roe : .... I ype o nspectt� :. 4 -.. , .. 'e wes.% gate ae•; Special Inst c lon3;" Date Wanted: �1 - am, m Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 fr iApproved per applicable codes. COMMENTS: ' Inspector: Receipt hlo.: , INSPECTION RECORD t. Retain a copy with permit o. ❑ Corrections required prior to approval. it Date: Date: .—(206)A31-3670 ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: , K om 1,3 Type of Inspediorr Address: 1 17,0 so. 6 1 i fateCalled: _ („ ,,, 1 ` Special Instrucl�ons: r Uate qv) te(Y) _i___.___2___ip_aL__a__2o..._one ante : ' ] - J � � — 1 m)p.m. Requester: , No,: _ 2 ,.,. r,. n .. , .r.w..., �y},•..;..r;,.y.w.wc rin`e11.7: ,..%. p..- «. k•....,,, �.... ..s,..- r_;.++.�•r••r...rr*w <..w ...s " 0. Approved per applicable codes. Y� INSPECTION RECORD 4 r 7 ; Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: PERM' N0. (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: d/aC 11 2 S# 6 0// `/3/-3&7 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 "X" REQUIRED INSPECTIONS PHONE APPROVED INITIALS CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431.3670 7 Framing 431 -3670 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 10 Wall Board Fastening 431 -3670 X 11 Pre - Demo 431 - 3670 12 13 14 FIRE FINAL Insp: 575 -4407 X 15 PLANNING FINAL 431 -3670 X 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 /INSRECTnR CC)MMENT SECTION ON REVERSE) SITE ADDRESS: 17305 South Py CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUlLDI4G PERMIT INSPECTION RECORD SUITE NO.: (Post with Building Permit In conspicuous place) BUILDING PERMIT NO. DATE ISSUED: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS OTHER AGENCIES: Plumbing (including gas piping) -- King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries -- 277 -7272 (dLtO PROJECT: (Plush Pippin Demo) Tony Romas All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are In place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 0144 &AN REVIEW COMM ITS Plan Check No.: C I I ?)C1- Project: T4 t �� ►L A REQUIRED INSPECTIONS 7 O 1 t Z 0 u1 C. a V3 tO U zz W pP °� ` z t 2cza kt \:/9 0 DEM No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special Inspected per U.B.C. Section 306 (a) 7. 24. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wail Board Fastening X 11. zE -`DEMQ 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final &AN REVIEW COMM ITS Plan Check No.: C I I ?)C1- Project: T4 t �� ►L A REQUIRED INSPECTIONS 7 O 1 t Z 0 u1 C. a V3 tO U zz W pP °� ` z t 2cza kt \:/9 0 DEM No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high- strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19 Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. 22. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special Inspected per U.B.C. Section 306 (a) 7. 24. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. TO: Kim Hart, Finance FROM: Sheltie L. Bates, Permit Center DATE: January 4, 1993 SUBJECT: Release Bond City of Tukwila a John W. Rants, Mayor Department of Community Development Rick Beeler, Director Please release the $7,150 bond t:: Pacific Northwest Group A. The permit was finaled on April 2, :)92 and the building official is authorizing the release of the bc4:d. The original transaction was November 12, 1991, Receipt #2172 for $7,150. Please mail the check to the app.:..icant at the following address: Pacific Northwest Group A 5601 Sixth Avenue South Seattle, WA 98108 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • 1206) 4313670 Fax 1206) 4tg ?Ass 3., .71_ ) k r■..e.e( bfbScs j a , m i 1 kYVe- 66. A P „ Ve2411111 0-(Dit-eLe)&1! . Acf-vn2 11- Pe-O-So ni /icil .13utic1.24.1 Cos-Abx -), ./si-be.- / ',Le:mt.e- —1- 4 4i--)14 4 07" g ti- ov / o La-a 103 * 3ao - i ,.. 1 Y/ a.. C- ae. K.LAY jko-Ao , 7)So , ce.R17aj. 7l )/ Ox. .itdue. 1977 , . - 14.0fIcion,aor ram- :, loi I 641- : ., ; • . , 1 I / / 9 /6' a- HcxrvewooD 6041 I 9 b( 4 .: (pac,07-6,A7/ 7 0 0 - / . 1 • . 1 . 1 .iyi . . . ... M 0.2:01,Q4-0-vtue-- .1 i So ...$11‘... Mcc..es2. 11 //to (9 a.. c'.7 O.-tit aaftStok ,. /i9 'AO rY\ -1-tAk., °II - . F6 10L- 0( ` CX 0.5e_ ou* tr. J • beAA : • ! • ;1! 0-4-t&e= ,t Ptrryv;-{- 4ts(iyi4O • TO - • - REPLY DATE RM•13511 SUBJECT LAKERIDGE PAVING CO. - HAULING PERMIT BOND - CANCELLATION ,r 6 0 (. 1 / Aftir 0 9/ - H7 HEN it .:HELL & ASSOCIATES, INC. ONE PACIFIC BLDG. 621 PACIFIC AVE. SUITE 204 • (206) 272-1151 TACOMA, WASHINGTON 98402 DATE 11-3-92 MESSAGE: __ GREG: FURTHER TO OUR TELEPHONE CONVERDATION, HERE IS A NEW CANCELLATION NOTICE FOR YOUR FILE. PLEASE ACKNOWLEDGE THE COPY AND RETURN TO OUR OFFICE IN THE ENVELOPE PROVIDED. THANK YOU. ORIGINATOR NOT WRITE BELOW THIS LINE SMITH REPLY TO SIGNED SIGNED SEND PARTS I AND 3 INTACT I WILL BE RETURNED WITH REPO* RECEIVErr TutcwILA Putt IC WORKS M r 4 SURETY: NATIONAL AMERICAN INSURANCE COMPANY CJO SURETY INSURANCE SERVICES OF THE NORTHWEST INC. BOND NO.: NB 95423 PRINCIPAL: Lakeridge Paving Company OBLIGEE: P.O. Box 5430 NOTICE OF CANCELLATION Kent, WA 98064 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 YOU ARE HEREBY NOTIFIED THAT NATIONAL AMERICAN INSURANCE COMPANY , ELECTS TO CANCEL THE BOND CAPTIONED ABOVE IN ITS ENTIRETY, IN ACCORDANCE WITH THE TERMS OF SAID BOND. THIS CANCELLATION IS TO TAKE EFFECT 30 RECEIPT OF THIS NOTICE UNLESS OTHERWISE INDICATED. REASON FOR CANCELLATION: Agent Request VERY TRULY YOURS, NATIONAL AMERICAN INSURANCE COMPANY FY: (SURETY) ORNEY FACT) KAREN J. SMITH DATE TYPED: lU /14 /92 DAYS AFTER 1 C'/ r cl 'it- e ACKNOWLEDGED AND ACCEPTED THIS DAY OF ,19 BY: TITLE: r;? ` r' eA • KNOW ALL MEN BY THESE PRESENTS: LICENSE OR PERMIT BOND Bond No. NB95423 That we, LAKERIDGE PAVING COMPANY as Principal, and NATIONAL AMERICAN INSURANCE COMPANY , a corporation organized under the laws of the State of NEBRASKA having its principal office in OMAHA , and authorized to transact the business of Surety in the State of _YASHTNGTON , as Surety, are held and firmly bound unto CITY OF TUKWILA as Obligee, in penal sum of TWO THOUSAND AND. NO 100 ($ ? 000.00 ** ) Dollars, lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, joinly and severally, firmly, by these presents. WHEREAS, the said Principal has applied to said Obligee for a license or permit HAULING PERMIT (Describe nature of license or permit) NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the said Principal shall indemnify said Obligee against all loss to it caused by said Principal's breach of any ordinance, rule or regulation relating thereto, then the above obligation shall be void, otherwise to be and remain in full force and effect. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full forge and effect for the full period of the certificate, license, or permit issued to the Principal above named but not beyond NOVEMBER 13 , 19 92 , or ten days after receipt by the Obligee of a • written notice signed by such Surety, or it authorized agent, stating that the liability of such Surety is thereby terminated and canceled. Provided further, that nothing herein shall affect any rights or liabilities which. shall have accured under this bond prior to the date of such termination. This bond may be extended for a further term by the issuance of a Continuation Certificate signed by the Surety. Dated NOVEMBER 13 , 19 91 OMPANY A .: P P s; -- Principal �7 1 iif�l�' NATIONAL AME' SURANCE COMPANY NAI IUNAL AMU-IRAN INSUHANet I:UIVINANY 11-:13-91 OMAHA, NEBI � ` KA PRINCIPAL LAKERIDGE PAVING COMPANY NB(' )0S119 P 0 BO (STREET ADDRESS) pHINBf f4 `or,rol♦gro�yo o SEAL s `'a � NOUAAIK OA N +p A- PUBLIC IN AND roll SIAM OP 0 41 Hol � N eotN cO' (CITY) FOWL R OF Al 1OItNEY EFFECTIVE DATE NOVEMBER 13, 1991 (STATE) (ZIP CODE) CONTRACT AMOUNT AMOUNT OF BOND$ 2, 000 a 00 POWER NO NB 95423 KNOW ALL MEN BY THESE PRESENTS: That the National American Insurance Company, a corporation duly organized under the laws of the State of Nebraska, having its principal office in the city of Chandler, Oklahoma, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 8th day of July, 1987, to wit: "Resolved, that any officer of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney -in -Fact, such persons, firms, or corporations as may be selected from time to time. Be It Further Resolved, that the signature of any officer and the Seal of the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such powers so executed and certified by facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." National American Insurance Company doss hereby make, constitute and appoint KAREN J . SMITH State of WASHINGTON its true and lawful attorncy(s) -in -fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and its act and deed, as follows: The obligation of the Company shall not exceed one million ($1,000,000.00) dollars. And to bind National American Insurance Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officer of the National American Insurance Company, and all the acts of said Attorney(s) pursuant to the authority herein given, are hereby ratified and confirmed. IN WITNESS WHEREOF, the National American Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to be hereto affixed. NATIONAL AMERICAN INSURANCE COMPANY )1/ ,eleylz W. Brent LaGere, Chairman & Chief Executive Officer STATE OF OKLAHOMA) SS: COUNTY OF LINCOLN ) On this 8th day of July, A.D. 1987, before me personally came W. Brent LaGere, to me known, who being by me duly sworn, did depose and say; that he resides in the County of Lincoln, State of Oklahoma; that he is the Chairman and Chief Executive Officer of the National American Insurance Company, the corporation described in and which executed the above instrument; that he knows the seal of said cor- poration; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name, thereto by like order. Notary Public My Commission Expires August 30, 1991 STATE OF OKLAHOMA) SS: COUNTY OF LINCOLN ) 1, the undersigned, Assistant Secretary of the National American Insurance Company, a Nebraska Corporation, DO HEREBY CER- TIFY that the foregoing and attached POWER OF ATTORNEY remains in full force. Signed and Sealed at the City of Chandler. Dated the 13TH day of NOVEMBER , 19 91 Winifred E. Mendenhall, Assistant Secretary PACIFIC NORTHWEST GROUP A CROW - SPIEKER - HOSFORD #118, AGENT 5601 Sixth Avenue South Seattle, WA 98108 (206) 762 -4750 PAY: SEVEN THOUSAND ONE HUNDRED PAY TO THE ORDER OF L CITY OF TUKWILA DATE: q — —q CUSTOMER: pt FIFTY DOLLARS DATE SEP ;.6, ;1991 DESIGN CENTER SEATTLE .FIRST NATIONAL BANK P.O. BOX 3588 SEATTLE, WASHINGTON 98124 19.2/1250 AND NO CENTS CHECK NO. OPERATING ACCOUNT AMOUNT ; : $ ** * *#7, 2 50. 00.04-it BUILDING PERMIT CUSTOMER CH, City of Tukwila — Dept. of Community Development 6300 Southcenter Boulevard, Tukwila, Washington 98188 EMPLOYEES NAME: f3ze5 (206) 431 -3680 O rah w�e_ G rc- p ES.CRIPTION:. _. Building Permit Plan Check State Building Surcharge Investigation Bond /Deposit COUNT >NUMBE 000/322.100 000/345.830 000/386.904 000/322.800 000/386.908 PAID BY :❑ Cash r , Kr Check # U AMO.0 60 00 ACOltik., CERTIFICATE OF INSURANCE 1O DUCER Johnson & Higgins 345 California Street San Francisco, CA 94104 • c)1 n � qn Ok ♦!SURE.,, ,. .., State of California Public Employees' Retirement System Lincoln Plaza - 400 P Street Suite 3310 Sacramento, CA 95814 TYPE OP INSURANCE .TR A GENERAL LIABILITY X COMMERCIAL OSNIERAL LIABILID" CLAIMS MADE X OCCUR. OWNER'S & CONTRACTOR'S PROT. AUTOMOBILE: LIABILITY ANY AUTO ALL OWNEO AUTOS SCHEDULED AUTOS HIRED AUTOS ... NON-OWNED AUTOS • - OARAOE LIABILITY EXCESS LIABILITY UMBRELLA FORM OTHER THAN UMBRELLA FORM OTHER WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY CERTIFICATE HOLDER Ar'rIon 74.0 f?1afl t 1uV�.• .-,:mot 1 , 1 L City of Tukwila (SSUE' OAT E (MMIDO/YY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANY g LETTER COMPANY Q LETTER COMPANY i7 LETTER COMPANY E LETTER COMPANIES AFFORDING COVERAGE COMPANY A e Twin City Fir Insurance Company LETTER ..........__ ... , ,. :,OVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OThER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OP. MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TQ ALL THE TERMS, EXCLUSIONS AND CONDITIONS OP SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS - DATE IMMIOO /YY) DATE (MWbOIYY) 57CES S54108 5/1/91 5/1/92 AUTHORIZED REPRE HI ATIVL GENERAL AOOREOATE S • , PRO UCTS.COMPIOP AEG. S PERSONAL 4 ADV. INJURY S eACH OcCuaRENce s FIR& DAMAGE (Any on, TO S MED, EXPENSE (Any One Psrtxt) 1 COMB INED SINGLE Lim BODILY INJURY (Pe person) BODILY INJURY (Per eoCldeRI) S S PROPERTY DAMAOC S EACH OCCURRENCE AGGREGATE S STATUTORY LIMITS EACH ACCIDENT DISEASE - POLICY LIMIT S DISEASE. -EACH EMPLOYEE V S DESCRIPTION OP OPBRAYIONSILODATIONS ,VEHICLEBISPCOIAL ITEMS The Certificate Holder is added as an Additional Insured with respect to liability arising out of the demolition of the Plush Pippin Restaurant building. 2,000,000 2,000,000 1,000,000 1,0100,000 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL ' „ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO O BLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. (DACORD CORPORATION 1990 PRODUCER Hentschell & Associates, Inc. 621 Pacific Ave. #204 Tacoma, Wa. 98402 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE ' COMPANY A LETTER Pa American Star Insurance Company COMPANY B INSURED LETTER COMPANY `. LETTER Lakeridge Paving Company P.O. Box 5430 COMPANY Kent, Wa. 98064 LETTER COMPANY LETTER E COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MM /DD /YY) DATE (MM /DD /YY) GENERAL LIABILITY GENERAL AGGREGATE S COMMERCIAL GENERAL LIABILITY PRODUCTS•COMPIOP AGO. $ 2 , 000 , 000. A X CLAIMS MADE ' OCCUR. AMS5518558 12 -28 -90 12 -28 -91 PERSONAL & ADV. INJURY $ 2,000,000. OWNER'S & CONTRAc yY OR'S PROT, EACH OCCURRENCE $ 1,000,000. FIRE DAMAGE (Any ono fire) ; $ 1 , 0 , 000. X Stop Gap MED. EXPENSE (Any one person) S 50,000. AUTOMOBILE LIABILITY COMBINED SINGLE , 8er' S ANY AUTO LIMIT 1 000 000 . ' ' A X ALL OWNED AUTOS AMS5518558 12 -28 -90 12-28-91 BODILY INJURY X. SCHEDULED AUTOS (Por person) s X 1 HIRED AUTOS BODILY INJURY X ! NON•OWNED AUTOS , (Por acctdont) X; GARAGE LIABILITY PROPERTY DAMAGE S , EXCESS LIABILITY — ~_ ` EACH OCCURRENCE S UMBRELLA FORM `, AGGREGATE S I OTHER THAN UMBRELLA FORM I WORKER'S COMPENSATION - STATUTORY LIMITS .. ' AND , EACH ACCIDENT S I EMPLOYERS' LIABILITY DISEASE— POLICY LIMIT S 1 DISEASE —EACH EMPLOYEE S I OTHER DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES /SPECIAL ITEMS RE: TONY ROMA'S RESTAURANT 17305 SOUTHCENTER PARKWAY, UTILITY PERMIT CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED AS RESPECTS TO THIS PROJECT. CERTIFICATE. HOLDER, CANCELLATION CITY OF TUKWI LA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 6200 SOUTHCENTER BLVD. EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO TUKWI LA, ' WA. 98188 MAIL 3O0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. . . AUTHORIZED REPRESENT ��? ACORD 26.3 (7/90) ® ACORD CORPORATION - « �d �Ilil CERTIFICA►TiJF INSURANCE ISSUE DATE (MMIDOIYY) 11 -13 -91 Press F2 =Next 12 •F3 =First 12 ESC =New Option No more Payments ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA TRANSMIT ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: 93000315 Amount: 20.00 03/12/93 15:10 Permit No: PW92 -0094 Type: PW -UTIL MISCELLANEOUS UTILIT Parcel No: 262304 -9024 Site Address: 17305 SOUTHCENTER PY Payment Method: VOID Notation:. NO PAYMENT Init: DLM * * * * * * * * * * * * * * * * * * * * * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Paid 401/342.400 WATER INSPECTION FEE 20.00 Total (This Payment): 20.00 Total Fees:. Total All Payments: Balance: 60.00 60.00 .00 CITY OF TUKWILA Id: ACTP135 Keyword: UACT User: 1672 03/12/93 Activity Maintenance - Fee Summary MISCELLANEOUS UTILITY Permit No: PW92 -0093 Applicant : TONY ROMAS Status: ISSUED Address: 17305 SOUTHCENTER PY ESC =Exit Fee Summary ESC =Exit Fee Summary Calculated Fees: Additional Fees: Total Fees: Enter Option: 1= Payment of Balance Due 2= Partial Payment 3= Specific Fee Payment 4= Assess an Additional Fee 5= Display Fee Items CITY OF TUKWILA Id: ACTP135 Keyword: UACT User: 1672 03/12/93 Activity Maintenance - Fee Summary MISCELLANEOUS UTILITY Permit No: PW92 -0094 Applicant : TONY ROMAS Status: ISSUED Address: 17305 SOUTHCENTER PY Calculated Fees: Additional Fees: Total Fees: Enter Option: 1= Payment of Balance Due 2= Partial Payment 3= Specific Fee Payment 4 = Assess an Additional Fee 5= Display Fee Items .00 Total Fees: 25.00 Payments: 25.00 Balance: 6= Display Payment History 7= Display Additional Fees 8= Redistribute Overpayments 9= Reprint Receipts by Date. V =Void a Payment. 20.00 Total Fees: 40.00 Payments: 60.00 Balance: 6= Display Payment History 7= Display Additional Fees 8= Redistribute Overpayments 9= Reprint Receipts by Date. V =Void a Payment. 25.00 15.00 10.00 60.00 40.00 20.00 CITY OF TUKWILA Id: ACTP135 Keyword: UACT User: 1672 03/12/93 Activity Maintenance - Fee Summary MISCELLANEOUS UTILITY Permit. No: PW92 -0093 Applicant : TONY ROMAS Status: ISSUED Address: 17305 SOUTHCENTER PY Calculated Fees: Additional Fees: Display of Fee Items Total Fees: Line Item Description 01 1102 PLAN CHECK - UTILITY 02 1600 INSP FEE - UTILITY 03 2400 WATER INSPECTION FEE Press F2 =Next 12 F3 =First 12 ESC =New Option CITY OF TUKWILA Id: ACTP135 Keyword: UACT User: 1672 03/12/93 Activity Maintenance - Fee Summary MISCELLANEOUS UTILITY Permit No: PW92 -0093 Applicant : TONY ROMAS Status: ISSUED Address: 17305 SOUTHCENTER PY Payment History Entered Time User 04/01/92 08:36 1671 08/19/92 10:11 1672 Calculated Fees: Additional Fees: Total Fees: Init Method Notation SLB CHECK LAKERIDGE INCORRECT .00 Total Fees: 25.00 25.00 Payments: 15.00 25.00 Balance: 10.00 Fee Payments Balance 10.00 .00 10.00 .00 .00 .00 15.00 15.00 .00 .00 Total Fees: 25.00 25.00 Payments: 15.00 25.00 Balance: 10.00 Post Amount PAVING 04/01/92 15.00, 08/19/92 -25.00 VO ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CITY OF TUKWILA, WA TRANSMIT ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: 93000316 Amount: 10.00 03/12/93 15:10 Permit No: PW92 -0093 Type: PW -UTIL MISCELLANEOUS UTILIT Parcel No: 262304 -9024 Site Address: 17305 SOUTHCENTER PY Payment Method: VOID Notation: NO PAYMENT MADE Init: DLM ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code 000/345.830 Total Fees: Total All Payments: Balance: Description Paid PLAN CHECK - UTILITY 10.00 Total (This Payment): 10.00 25.00 25.00 .00 PERMIT CENTER 4'1/457:42 1 TRAM RACK S° MIN. THICK! &88 OF 4 ° -26 QUARRY BPALLS FILTER MIMIC MIRAN 100X OR EQUAL • • SEE 8EC . 15.01 TMC 4 C:8 PAY LIMITS EX AVAT1C ti ONLY A CEPTUAJ., CUT SECTION ROCKWALL I ETAIL NTS NOTE: SECTION I8 CONCEPTUAL ONLY, CONTRACTORANSTALLER SHALL 811311IT DETAILED DEBkiNi 4 CALCULATIONS TO THE CITY Foe APPROVAL revolt TO FIN. GRAPE October 31, 1991 Dear Mr. O'Neil: (0) CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 John O'Neil Pacific Northwest Group A 5601 6th Avenue South Seattle, WA 98108 PRONE # (2061433.1800 SUBJECT: Tony Roma's Restaurant (Demolition) 17305 Southcenter Parkway, Utility Permit Application (Plan Check No. 91 -397) The Public Work:; Department has reviewed the revision submittal, dated 10/29/91, for the subject project and hereby approves the revised plans with respect to demolition and grading work only. You are referred to other City Departments, including Fire and Community Development, for other possible requirements and approvals which may affect the commencement of this work. Please contact Denise Millard, Permit Coordinator, at 431 -3672 to have the following permits prepared for pickup: 1. Land Altering (Grade /Fill) Permit (Permit Fee = $156.00) The above fee was calculated based on a cumulative cut and fill quantity of 1,309 cubic yards and breaks downs as follows: Plan Review - $ 30.00 Grading Permit Fee - $126.00 Total $156.00 2. Hauling Permit (Permit Fee = $25.00) The following documents must be provided prior to any hauling activity: A. Copy of Certificate of Insurance coverage (minimum of $1,000,000) naming the City of Tukwila as insured. B. $2,000 bond made out to the City for possible property damages caused by activities. C. A map which shows the haul route. 3. Other (Water, Sewer, Irrigation and Storm Capping & Abandonment Permits (Permit Fee Total= $65.00) Gary L. VanDusrn, Mayor This fee was arrived at utilizing inspection fees for the following utility items: Irrigation Line Removal & Abandonment - $ 15.00 Water Service Capping & Meter Removal - $ 15.00 © (Please note that the water meters and valve are property of the City and must be turned over to same if they are not going to be reinstalled). ,Q Side Sewer Service Capping - $ 20.00 Storm Drain Capping & Abandonment - $ 15.00 V Total $ 65.00 This project initially appeared on the Public Works review agenda on September 25, 1991. I regret that the five week timeframe required for issuance of utility permits has caused you some difficulty. This is not an untypical timeframe for commercial facilities during the busy construction season. We attempted to expedite this project by not requiring full resubmittals as is normally the case, considering that there were more than a few minor modifications to the plans required. However, this procedure has been apparently confusing the process rather than expediting it. In the future, including your building project (PC No. 91 -403), submittals requiring changes will be returned for full resubmittal. This process will insure that we have the complete project package in front of us each time a review is conducted. Please note that all pertinent plans illustrating information required for utility permit issuance (see back of permit application form), need to be submitted together at the time of application for a permit. If you have any questions, please call me at 433 -0179. Sincerely, John A. Piero c P.E. Associate Engineer Public Works Department xc: Imad Bahbah, 1720 95th Ave. N.E., Bellevue 98004 Moira Bradshaw, Planning Permit Coordinator Finance Department Read File Development File: Tony Roma's JP /amc:9:romas CITY OF TUKWILA 6200 SOUTIICENTCK BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #91 -397: Tony Romas 17305 Southcenter Py PIIONE II (206) 433 1800 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER OISLIO . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Call for pre -demo inspection 24 hours in advance of commencing demolition work. Note: Planning Department has designated significant trees to be protected with fencing prior to commencing demolition work. These fences should be in place when calling for the pre -demo inspection. 3. Validity of Permit. The issuance of a permit or approval . of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. Cary L. Van Dusen, Mayor C ity of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -397 (513) Re: Tony Romas' Demo - 17305 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Salvage and waste generated by this demo must be stored and removed as described in Uniform Fire Code articles 87 and 10. 2. If welding or other hot work is to be done as part of this demolition, obtain a welding permit from the Tukwila Fire Department. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Gary L. VanDusen, Mayor October 24, 1991 CITY OF 7'UKWILA 6200 SOUTHCENTER BOULEVARD, TUi MLA, WASHINGTON 98188 October 11, 1991 John O'Neil Pacific Northwest Group A 5601 6th Avenue South Seattle, WA 98108 Dear Mr. O'Neil: PHONE a (206) 433.1800 SUBJECT: Tony Roma's Restaurant (Demolition), 17305 Southcenter Pkwy. Utility Permit Application (Plan Check No. 91 -397) The Public Works Department has reviewed the plans for the subject project and has the following comments to offer. Some of the original comments, relayed to you verbally at our October 1 meeting, have been incorporated into the revised submittal of October 4 and therefore, will not be repeated here. 1) Please provide a copy of the common access easement agreement between the two property owners. 2) You have indicated ADSN12 storm piping as requested. This type of piping or concrete is also required for any portion of your downspout lines located under surfaces used by vehicles. 3) Plans for water and sewer utility locations and capping as well as the double baffle grease trap have been received. There will be permitting costs associated with utility capping and /or abandonment. 4) The maximum height permitted by the City for rock retaining walls is four feet. Therefore, this retaining wall will need to be designed and stamped by a licensed engineer. A copy of the design with calculations is requested. 5) Estimated quantities of cut and fill need to be indicated on the plans to determine the extent of applicability of the Land Altering Ordinance and the requirement for Land Altering and Hauling Permits. 6) Your Erosion /Sedimentation Control Notes should refer to the Tukwila Municipal Code and City Standards rather than to the KCC, KCRS and the RCW. 7) In your General Notes, delete the reference to KCRS and substitute as in No. / Also, please note that the vertical datum in Note 9 should not be the City of Tukwila C Gay L, Vanlhurn, Mayor but rather the NGVD of 1929. Please change accordingly. 8) The construction area should be cordoned off from vehicular and pedestrian traffic utilizing the common access to reach the adjacent property. 9) Identify public utility easements on the plans. 10) We still require a copy of documentation from Union Pacific which indicates their concurrence with your plan and which may address any conditions for their approval. 11) The architect has been contacted concerning a parking demand study, a trip generation study and an analysis of level of service /adequate gaps for the driveway access. He has been requested to contact the City Engineer, Ron Cameron, for specifics. These comments cover the demolition project only. Review of other work proposed at this site is underway. Please indicate your formal concurrence with the above comments /revisions and provide copies of documentation requested herein. If you have any questions please call me at 433 -0179. Sincerely, JP /amc:8:romas John A. Piero', P.E. Associate Engineer Public Works Department xc: Imad Bahbah, 1720 95th Ave. N.E., Bellevue 98004 Moira Bradshaw, Planning Permit Coordinator Read File Development File: Tony Roma's CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 liscs I. PROJECT: ADDRESS: DATE: c l PLAN REVIEW 1::›-a- Mai SaOTk+cEN ?Ei2 {'ma a V I1 • £4 "' IS t L t\c. 4 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Prepared by: TO: rev( / "z (/ DATE: Of* TITLE: FROM: /(! COMPANY: TITLE: ^. DEPARTMENT: DEPARTMENT: FAX NO. *»w» Y:MNhiNYii M4:144 iYi4ii ii:4W :4YYii449NrIhfiH: Y'fi'r ki/. X.; i' kSriis:Ly i+`T04,:;. .40: 40,:•;; fA:4,: ;i i'n'sfviilv^df'lti 40/a'n.00.f i itivu'ti'4Gb W.s:.Yr�likiir:'fi''%t444%0i tisML 44' IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: %..1/ ✓d ti• "e442 .w Hiivi }iirtiii4N ii4N:LiiOLiv% 44W Www. i5: 6Yw (4wK•iYn%iVAiY�+'.S'!' DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188 CITY OF TUKWILA DEPARTMENT OF'OMMUNITY DEVELOPMENT FAX NUMBER: (206) 431 -3665 NUMBER OF PAGES TRANSMITTED, INCL. THIS COVER SHEET: SENT BY (INITIALS): .44444:4 1;1 14$ 44: 044) 4w144i4i(5w744i ww74i:4N:4 :i:44 4Ve:.N4 H1:44;4 YN >WeiK4We' Hn • .. AM8W7M5913V • : • , .0"). arms : z�sz� x W wy4�rsx,• C. Office: (206) 431-367C OO /!5 /Oi PLAN CHECK NUMBER V-3 97 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: DATE TRANSMITTED THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM COMMENT z>i/tiot) /)x13 , l_ Jur AIC • A I� kifil PLAN CHEW ADDITIONAL INFORMATION REQUEST B7�f-��73 P/1-X 9//9/9/ 3 A91.1/_ .wr "der /1/4e 4 ' o e6//a3,J&. 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 DATE RESPONSE RECEIVED SCALE: 1" =20' IN hZ/R 7/ / A n t ,f/_ . R/R T1ES Al NOT / / SHOWN TO SC E liTYP) // //7/ / / / /j/ / tN / ry La G El IN >a� PK) PK NAII CS RiM 21.49 iE 20.09 (SE 8" CMP) . 6" CEDAR \ ° 10" CEDAR 6" CEDAR - l0" CEDAR ROOF OVERHANG N N 4' CNAINLINK'N -4' CH-IA INL INK FENCE ELEC. SOX GS 5 Rih1 2033 IE 18.63 (N 6" CMP) 1E 18.53 (8 8" CMP) EASEMENT FOR INGRESS 4 Eames AF 1701120866 18" CLIP TROUG1 -IT 0 1 RqP• 1" ' i 1 I ■ SET REAR 4 CAP LS 4 216Q1 • 10' / SANITARY SEUJER AF °1911200412 REMOVE EXISTING GREASE TRAP. VERIp'Y LOCATION. 2" IRRIGATION ANTI - SIPHON VALVE REMOVE 11XISTING A: � •E RA ; . . l - ..;. RECONNECTION TO PO ORE METER. REMOVE EXISTING IRRIGATION LINES, 11jTC., AND ABANDON MAIN IRRIGATION •CONT,RACTOR SHALL SALVASE EXISTING S?RZ$RLERS, VALVES, VALVE BOX, LINE TO TSIB LANDSCAPE AREA. COTTONEASTERS TO OWNER. CAP EXISTING WATER LI , 11T MET E1 $ FOR RRC(31 ION TO POTURE ME TER . REMOVE EXIt TXNG i1da AND ANT I.- SI3 VA2VB CAP EXIST I>sG. 9B.1�IITARY SE1e ER AT CLIr t ow - RECONNECTION TO ? UT E ,ABANDON EXISTING. Ck CR BASINS #I t � DAP to M $ *N EXISTING GM P8 TO A PROM. CA S BASINS . TI'S ,KCAL. EXISTING CATCH WIN #2 TO MAIN. EXISTING CATCE 15.4 8111 #41 6 6' CEP TO MAIN. 44141 XI G ., R l,AXL i Aospox .O . '' ' . , 440 *' 3 s RiM 25.90 IE 2030 (NE 4 SW 8" PVC) 1E 2030 (S 6" 1 EXBT. "CARRI HOUSE" 1 O \ ASPHALT P ARKING S 85$'53" E N 88 W 195.64' FNP I" IRON PIPE W/ T, • i SDMH RiM 20.01 iE 16.31 (SW 12" CMP) IE 15.9"1 (NE 12" CMP) CI:3 2 '1' RiM 11 .64 5' CNA FEENCE - -� 19 DITCH 000 �l � i - X REMOVE, EXISTING ELECTRIC METER. CAP 'MAIN CONDUIT TO BUILDING = 2'OR• ' 'RECONNECTION TO FFUTUURE METER' AND PANEL iirluifuidi�i N 88151 W SO00 S>:7M1 -I RIM 21.89 iE 15.19 (W 6" CMP) 1E 15,441 (N 8" GMP) IE 1529 (E 6" CMP) 6 : 1 d"iPgD \J 88'51'2 i" W \ SET >AR 4CAP IA L 7 1tat01 w I ; i .� i „ i . •, , •' rI1l .: L h . . 1 , I r1 . Ii ; lI 3 /I¢ J, SDMH RiM 20.64 IE 13.64 (W) iE 9,84 (E) SET Ni: ?L .STREET LIGHT W/ TIBM 4' X 4' UG VLT. 2' X 2' SIGNAL 22' RAILROAD EASEMENT AF +111109221 PAINTED GAS -5 `CS I I RIM 19,81 IE 18:81 (W 4 ") BT T LiGHT O 15' UTILITY EASEMENT AP •6343681 ci 4 ROI 11.94 iE'1034 (1 • ) `.- PND LEAD `TAVk I I STREET LIGHT / 8 D MH W /GATE RIM 202b iE 1235 '(N) 2'X2'LT. SOX P 1D Pi MON. IN CASE ----- 1-4"Sp SSMH RIM 20.60 IE1490(NE4W) `j 8" PVC 8S ONC. CURD 4 s SIDEWALK �` to C x 4 °x 2' TELE. VLT. ‘r RiM 21.43 IE 1293 (N, E 4 W) 0 ' 2' X 2' SIGNAL 50X GV SDMH 5SMH RIM 20.52 IE 1322 (W 8" PVC) IE 10.92 (NW, S 4 E 12 ") TELE. PED. GB -5 2' X P LT. E30X 4' X 4' ELEC. VLT. 2'X4'OEMvLT. STREET LIGHT RIM 19.68 IE 18.68 (E 4 ") 2'X2'LT1SO. S$MH I RIM 21: IE !0.43 '18 CW, N 4 9) F I L E COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does nat authorize the violation tf any adopted code or ordinance. Receipt of contractor's copy of ap �ved plans ac k vlodged. any Date% / - " ,aVMBQLO LOQiENCD )DFH '5) Wv WM f9 SD SS SMIC PK LEGAL DESGRtP'9'I FIRE HYDRANT WATER VALVE WATER METER GAS VALVE STORM DRAIN SANITARY SEWER SURVEY MONUMENT IN CA "PK" NAIL EXISTING CONCRETE SIDEWALX IN R.O.W TO RS34AIM, EXISTING CONCRETE SIDEMALKS TO BE REMOVEb. THENCE NORTH 11'59'33" WEST ALONG SAID U1EST MARGIN A DISTANCE OF 83008 FEET; IeovIontvro liide. 2004 7 . w..t.t,t q.t•t /w4st O.w••s 3401. •,k A:c."• •..$ •.ndt a a r I n.,. IPA wise• • Archwectuta/Uoisme llgtwtM, CITY OF rUKWILA APPROVED NO'/ 19 i T BITE s I DIVISION DEMOLISH EXISTING BUILDING INCLUDING ALL CONCEET3• sup UTILITY LINES, & APPUR'I'8NA2CE$. RBNOJi28N co BEAMS OR FOUNDATION IKALL$ @ WEST, BOUT*, EAST TO i' - " aar,Qw H /STING U$Z$B*D SLAB. A� 3sko .. es sox .i GRADE BEAM 'J'0 1 B$LON $X2$TING $I ':i� . $LA>�r. j 'y. PARCEL "13" MLA. "1811290691 THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., N THE CiTY OF TUKWiLA KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: !BEGINNING AT THE SOUTHEAST COWER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, THENCE NORTH 81'45'31" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OP 481.05 FEET TO THE WEST MARGIN OF THE SOUTHCENTER PARKWAY: THENCE CONTINUING ALONG SAID WEST MARGIN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 99131 FEET AN ARC DISTANCE OF 22128 FEET THROUGH A CENTRAL ANGLE OF 13'08'08 "; THENCE NORTH 01 °08'33" EAST ALONG SAID WEST MARGIN A DISTANCE OF 14.95 FEET TO THE TRUE POINT OF BEGINNING: THENCE NORTH 88'51 WEST A DISTANCE OF 65.00 FEET; THENCE NORTH 01'08'35" EAST A DISTANCE OF 12.00 FEET; THENCE NORTH 88'51'215" WEST A DISTANCE OF 38.00 FEET; THENCE SOUTH O1 °08'35" WEST A DISTANCE OF 12.00 PEET; THENCE NORTH 88'51'2E0 . WEST A DISTANCE OF 198 .64 FEET TO THE CENTER OF A RAiLROAD EASEMENT; _ THENCE NORTHEASTERLY ALONG SAID RAILROAD EASEMENT ON A CURVE TO THE RIGHT, THE CENTER OP WHiCH i3EAR6 SOUTH 5615'131" EAST HAVING A RADIUS OF 410.28 FEET AN ARC DISTANCE OF 102.00 PEET THROUGH A CENTRAL ANGLE OF 14'14'40": 11 -IENCE NORTH 12'28'30° VEST A DISTANCE OF 3338 f T: THENCE NORTH 04 °34'26" WEST A DISTANCE OF 50.16 FEET; THENCE NORTH 01'41'39" EAST A DISTANCE OF 54.16 FEEt: TO THE NORTH MARGIN OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER: ' THENCE SOUTH 61'55'53" EAST ALONG SAID NORTH MARGIN A DISTANCE OF 280.00 FEET TO THE WEST MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTH 01'08'35" WEST ALONE:: SAID WEST MARGIN A DISTANCE. OP 21133 FEET TO THE TRUE PONT OF i9EEINNiNG. e4ALIA)1.111112kinniaell pYlokteellioNW ce, y p SPRINICaRS , VALVES, a37!C. c_1 _ '7 /l iy_ ye j • REIi{Ova ALL EXISTING BXTRUD$Di APO CAST IN FC�AC1$ CONCRETE CURBS ON SITE REMOTE ALL &BPIALTIC CONCRETE AC:1 PAVING . . CONTRACTOR SHALL DISTURB RAIL LINL • UTILZTI88, CROS$XNG$ i> ai$, IBlctt N STT SUWO ; 22' EIDE *Imam R.O.W. EXISTING 4' SAABS Di UNK rugs TO *EMU AS IS. PROVIDE tr ro ALL PORE COMPLETE DEMOLITION. Zit ERA ?MISSING Iii, /PME T* TOOLS, LA&OR, At1D ZCES NECESSARY - RA C SHALL BS RitSPOSSIBL.E PAR ALL METHOD& OP SNO1%INGi� mamas, BRACING, AND TEE Lis* POUR `t 4Qt3;f=Rb arOR D>' o O SAME R saw, . 9$� xa9LE. von EMJL ACID PROVE , »u Daa t01 oar 601,0414194 V toR LAG T . 0010 Gir a TO 8E D . I, EEO 0R A SEAL SE 1 . *Xtim4 p*Z Illb Ili » opium 40 1)x r 0 taros 0 it osl.oa ioN 001% B*T L COORD *LL 0 UO .XxlON wow tit AccwomC* °]cO L 2EIN W EROSION ION tr s so usLZ 3. 11L .. 1`.XIStX G 'Lt'TILITIVI TO SL#ILD ato swab $$ CAlt ?ate TO 10 mamma a3 .taoN UN Z �WX ft !C TND. L/ 0-60 e, RECEIVED • CITY or TI IKWILA SEP 2 . 199i PERMIT CENTER SCALE: 1" = =2C R/R TIES ARE NOT SHOWN TO SCALE (TYP) - INSTALL 250 LF FILTER FABRIC FENCE. - IS" CMP TROUCi✓ --IT - Revision i)escriptirm w.r.rr•.,.v CB .10 (TYPE r ----- .- - �«-- CONSTRUCTION SEQUENCE: L ATTEND FIRE - CONSTRUCTION MEETING, 2. FLAG CLEARING LIMITS. 3. INSTALL FILTER FENCE. 4. PROVIDE CB PROTECTION ON ALL EXISTING CB GRATES N IMMEDIATE AREA. 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 6. REMOVE EXISTING BUILDING. 1. CLEAR SITE ( REMOVE ASPHALT, ROUGH GRADING) WITHIN CLEARING LIMITS. a INSTALL STORM DRAINAGE SYSTEM AND CB PROTECTION. 9. FINAL GRADE AND INuT.ALL. 4" A ?.B, 10. CONSTRUCT NEW BUILDING. 11. INSTALL NEW UTILITIES (POWER, WATER, SEWER, ECT.). 12. PAVE PARKING LOT AND ADJUST GRATES. 13. LANDSCAPE IMMEDIATL`" AFTER CONSTRUCTION. 14. FLUSH STORM SYSTEM i IE. CLEAN OUT AND TEST SYSTEM. 15. REMOVE ALL T.E.S.C. FACILITIES ONLY WHEN ENTIRE SITE IS STABILIZED AND PERMANENT STORM SYSTEM IS FUNCTIONAL. in (�l 113.H r ro'ect t lr,. CB tk4 (TYPE II) Filter Fabric Material 60' wide rolls. Use stark : or wiry rings to Snatch fabric to wiry 2' by 2' by 14 Ga. Wire Fabric or equiv. at ry t) or filler maiorial in 6' by 12' trench I 6' Max. r 1 r" - _ L: 2 by 4' wood posts. standard or better or equal alternate: Steel fence posts Dote AUG. 1991 PWF0103 cg ( II) EXST. "CARRIGE HOUSE" ASPHALT PARKING CB *1 (TYPE II) O v NOT TO SCALE Filter Fabric Material 2' by 2' by 14 Ga. Wire Fabric or equiv. Provide 3/4' - 15' trashed gravel backlit' - - - i' in trench and on both sidos of tutor fence fabric on the surface E3IOSWALE 1 •- 2' by 4- wood Cost ---- Alt: Steel fence posts Fl __EADEIC F 8" Min. aIL /wAcre.F7 SEe CB 0 6 (TYPE I) J r _ OIL/WATER SEPARATOR CI3 6 2 (TYPE I) PEI /Barrett Consulting Group Civi! /Environmental Engineers • Land Z' Jrveynrs • Planners 720 South 333rd Suite 20C Phone: 838 -6202 (Seattle) F ekleral Way, Washington 98003 927-1839 (Tacoma) CB 0 5 IIIIrII 1'111 t i tlrlr t 11l1llli ,i ititi somemmorimianimmosmistegommumiommk CB *3 (TYPE II) I I Drop Inlet with Grate -- Filter Fabric SDMH 5St•1H - INSTALL 14 LF FILTER FABRIC FENCE. - BIOSWALE SDMH W /GRATE NOT TO SCALE II rIi11lrlr" 4{'''Illrlr+1''Sr I 1, lt �li J No.18 b` 14•417.77,,, 8 g II L y 1111111111111111111iIi IlIli11If 11 11 CB A (1YPE I) � I - -- -- INSTALL 130 LF FILTER FABRIC FENCE. -- PROTECT EXISTING CB W/ FILTER FABRIC WRAP OVER GRATE. Buried Filter Fabric -15' X 50' STABIIZED CONSTRUCTION ENTRANCE - PROTECT EXISTING CB WI FILTER FABRIC WRAP OVER GRATE. Filter Fabric Runoff Water with Sediment ,,� 4 12 „ Stakes V! NLE i TAI I 4*--- t a B Washed Gravei Filtered Water KING FOODS TONY ROMA'S - TUKWILA, WA. EROSION /SEDIMENTATION CONTROL NOTES I. APPROVAL OF THIS EROSION /SEDIMENTATION CONT .L (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD (Or DRAINAGE DESIGN (E.G. SIZE AND LOCATION 01 ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. II-1E IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES 15 THE RESPONSIBILITY OF THE APPLICANT /CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. (KCC W4.020 AA, KCRS 1.04.09 D). 5. THE ESC FACILITIES SHOIIJN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (ECs. ADDITIONAL SUMPS, RELOCATION OF PITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS (KCC 9.04)090 132 6. THE ESC FACILITIES SHALL 13E INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE T=HEIR CONTINUED FUNCTIONING (KCC 9.04.090 B2). 1. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY ST,415ILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) (KCRS 1.09D). a ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT 5E ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. (RCW 46bIk55). 12. ANY PERMANENT RETENTION/DETENTION FACILITY -JSED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT 15E USED AS A TEMPORARY SETTLING BASIN, NO UNDERGROUND DETENTION TANK, DETENTION VAULT, OR SYSTEM WHICH BACKS UNDER INTO A POND SHALL BE USED AS A TEMPORARY SETTLING BASIN. 13. WHERE SEEDING FOR TEMPORARY EROSION CONTROL 15 REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY SO POUNDS PER ACRE). 14. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, It SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 12" MIN. -- -25' RADIUS (MIN.) 4 " -8" QUARRY SPALLS -'' stASILIZEP eoN5 urtION ENtR ANCE . NOT TO SCALE RECEIVED CITY CIF TI IKWILA stp 1 2 1991 PERMIT CENTER T.E.S.C. PLAN, NOTES & DETAILS CITY OF TUKWILA APPROVED NOV & 19rI BUILDING DIVISION t SCALE: 1" =20' / / / . " o i/ / / / R/R TIES AR SHOWN TO SCALE (TYP) / / t 102/ / _ / / / !/,/ / / / /// / 0 J FWD P: ?MAIL IN R/R TIE / / //// // / /I :// (� LEGEND_,) I N 88'51'25" W 64D0' ZZT7 IRRIGATION VALVE i /////// ROOF OVERHANG I I I I I I i • I I l i i i' p (END. 1' IP I I 1 I I O I � \ \Ili 1 \ \ 111 1 1 1.1 \ O cA I \ I 1 \ -`� ■ Io, \\ \ I 1 I 1 6 : \`'I SET REBAR 4 CAP L5 ! . \ 1 1 1 4,4 \ k31 ! II I 18" CMP 3' \\ I I E END 12" CMP TROUGHT 1 1 IE 22.41) =-1 " / tat 4 ,,;� of 14'14 /7 i R=41028' // » .3 D HO' , SANIT ^ RY SEWER E A9 &MiNT ..F '731'200412 / / / `` " //, / - �s / / / J / �// /■' y ip, .._ 6" CEDAR - 2" IRRIGATION ANT 1- SIPHON VALVE • \ EXTRUDED CONC. `CURB (TYP.)-7 ABANDON EXISTING CATCH BASINS 41, 43,& #5. CAP & ABANDON EXISTING CMPs TO AND FROM CATCH BAS. TYPICAL. EXISTING CATCH BASIN #2 TO RE4A N. EXISTING CATCH BASIN #4 & 6 CMP TO REMAIN. EXISTING SDMH TO REMAIN., CAP r, A.A=N ON 8 CMP TO THE NORTH. ,f /- FND PK NAIL x / IN RJR TIE 1 • - 4' CHAINLIM( FENCE ---- STREET LIGHT N REMOVE EXISTING GAS METER AND BOLLAR'iS. CAP GAS LINE FOR RECONNECTION TO FUTURE METER. REMOVE EXISTING IRRIGATION LINES, SPRINKLERS, VALVES, VALVE BOX, ETC., AND ABANDON MAIN IRRIGATION uINE TO T!IS LANDSCAPE AREA. CONTRACTOR SHALL SALVAGE EXISTING :O:`TONEASTERS TO OWNER. REMOVE EXISTING GREASE TRAP. VERIP( LOCATION. CAP EXISTING WATER LINE AT METERS FOB. REECONNECTION TO FUTURE METER. REMOVE EXISTING METERS AND ANt'I SIPHON VALVE. CAP EXISTING SANITARY SEWER AT CLEAN OUT FOR RECONNECTION TO FUTURE BUILDING. - s - s . N EXTRUDED CONC. CURB (TYP.) ASPHALT PARKING NNN, ,1 1 •6" CEDAR , RIM 23.00 IE 21.80 (SW 6' CMP) I ASPHALT PARKING 5' CHAINLINK FENCE - -� - : -- -" -- 131 ' E 250.00' GRAVEL 1 / / '' \ ,'"14 T;% / L5 GAS METER 4 2 BOLLA BOLLARD \ �. 4'X4'4' HI\ ELEC. BOX � 8 8, N 263' UTILITY N EASEMENT \ \ AF s1101I20866 SSMH RIM 25.90 IE 2030 (NE 4 SW 8" PVC) IE 2030 (5 6" PVC) N 88'51'25" W 195.64' EXST. "CARRIGE HOUSE" to REMOVE EXISTING ELECTRIC METER. CAP MAIN CONDUIT TO BUILDIY. :1 FOR RECONNECTION TO FUTURE METER AND PANEL. CE3 I RIM 21.49 IE 20.09 (SE 8" CMP) 611 CEDAR ` 10" CEDAR -- 6" CEDAR - 10" CEDAR / /r / ' / ROOF OVERHANG ; / • et S 0I'08'35" W 12.00' END I" IRON PIPE W/ TACK -- rr ASPHALT f ARKING 4 DRIVE i 1 1 END 12" C IE 11.30 i r-- FND R/R SPIKE - N 888'51''25" W . 38.O0T LANDSCAPE AREA N01'08'35 "E/ 12.00' -/ Iiijr i►Ii1III riil iii i� l illi �� ll � 6 IA N D ITCH -� i IRRIGATION VALVE BOX g RIM CONC. SIDEWALK ASPHALT I PARKING AREA = g SDMH RIM 20.01 IE 1631 (SW 12" CMP) IE 15.91 (NE 12" CMP) CB Ilfl�llll IIII��II 20 i/ 4' CHAINLINK FENCE ELEC. BOX (' EXTRUDED CONC.! CURB (TYP.) CB RIM 2033 IE 18.63 (N 6" CMP) IC 18.53 (S 8" CIF') �-- EASEMENT FOR INGRE55 4 EGRESS 101 OP.b E z, ((( cam t - -'--- t - I z r \ N 88'51 W 50.00 I Q SDMH t r y - RIM 21.89 I IE 15.19 au 6" CMP) , n- IE 15.49 (N 8" CMP)_._ Q IE 1529 (E 6" CMP) (3-- -1"u C MP SD W.) 88'51'25 ", 69.00' f/ !; V SET RIEBAR 4 CAP %; LS "21601 S ' Z I 1 il �fi r 1 .3 I� 11111111111 Ii IIIIiII11111 ll 111111lill!JIEI IIJJIII iI ItII II1'IIII11'If IIIIIIIIIIIIII 4I _ .._ 2I .._.... 31 . _ 4, 5I No.18 ..�r..r' 2' X4'X5'H1 SIG, BOx I -I / FND MON IN CASE --- -�,\ SDMH RIM 20.64 IE 13k4 (W) IE 9.84 (E) SSMH RIM 20.60 IEI4.90(N,E4W) SET NAIL STREET LIGHT I W/ TBM 4'X 4'UGVLT. 2' X 2' SIGNAL B X 22' RAILROAD EASEMENT AF t'111I090221 PAINTED GAS -5 \_c_15 RIM 19.51 IE 18.51 (W 4 ") STREET LIGHT O t G ONC. 1(1 CURB 4 11) SIDEWALK 2 O z I I . STREET LIGHT � �... . _ ._ __. - 1 I, r - 4'X2'TELE. VLT. T X 2' LT. 30X -15' UTILITY EASEMENT AF "0343881 CB i RIM 19.94 IE 18.34 (W6" CMP) FND LEAD 4 TACK SDMH W /GRATE RIM 20.85 IE 1235 (N) FND PI MON./ IN CASE MON./ )1W F 54" SD -- 8" PVC SS 4 5- DEMOLITION SITE PLAN SDMH 1 r M 21.43 I I2.93 (r• E 4 w) -S SSMH RIM 20.52 IE 1322 (ill 8" PVC) 1E 10.92 OW W, S 4 E 12") c�•r -_- - 2' X I' LT. BOX D •- - 2' X 2' SIGNAL BOX 4' X 4' ELEC. VLT. 2' X 4' U.XI VLT. -- STREET LIGHT GV _5 - TELE. PEP. CB RIM 19 .66 IE 18.68 (E 4 ") T X2'LT BCX 35111 RI1'1 21.18 IE 1013 i W, N 4 5) ■ )JF4-I 9WV ®WM B SD 55 t9MIC PK ... NOMMIMtsrA........ SYMBOLS LEGEND - FIRE H )'DRANT WATER VALVE WATER METER GAS VALVE STORM DRAIN SANITARY SELLER SURVEY MONUMENT IN CASE "PK" NAIL ,0 0,0 EXISTING CONCRETE SIDEWALK IN R.O.W TO REMAIN. _LEG41 _ DE aCRjE1'Io1.„! EXISTING CONCRETE SIDEWALKS TO BE REMOVED. <JDEMOLITION NOTES • REMOVE ALL EXISTING IRRIGATION LINES, SPRINKLERS, VALVES, ETC. REMOVE ALL EXISTING EXTRUDED AND CAST IN PLACE CONCRETE CURBS ON SITE. REMOVE ALL ASPHALTIC CONCRETE (AC) PAVING. CONTRACTOR SHALL NOT DISTURB RAIL LINE, UTILITIES, CROSSINGS, GRADES, ETC. WITHIN EXISTING 22' WIDE RAILROAD R.O.W. EXISTING 4' HIGH CHAIN LINK FENCE TO REMAIN AS IS. PROVIDE ALL WORK TO COMPLETE DEMOLITION. INCLUDING FURNISHING ALL MATERIALS, EQUIPMENT, TOOLS, LABOR, AND SERVICES NECESSARY FOR COMPLETION. CONTRACTOR SHALL BE A.ESPONSIBLE FOR ALL METHODS OP SHORING, HOISTING, JACKING, BRACING, AND THE LIKE WHERE REQUIRED FOR DEMOLITION SAFETY. CONTRACTOR SHALL BE RESPONSIBLE FOR RAULING AND PROPERLY DISPOSING ALL DEMOLISHED MATERIAL OFF SITE. CONTRACTO;:c SHALL VERIFY LOCATION OP WORK TO BE DEMOLISHED OR • ABANDONED, PER '/.,:KING S MAINTAINING CONDITION AT COMPLETION OF CAPPING AND I DEMOLITION WORK. CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK IN ACCORDANCE TO CIVIL ENGINEER'S EROSION CONTROL PLAN GUIDELINES. ALL EXISTING UTILITIES TO BUILDING SHALL BE CAPPED TO 10' OP PROPOSED STRUCTURE LOCATION UNLESS �- ' ... 11,. • .'': �, '. - 20 e - 674-0272 Ia d 4ehlt.cts M••t�lll O.. /A••1 o•sp,o ail • ON. A....• Morn redo/al y Q,i I/SSUJ• Archilochus /Urban Ptwwitte DEMOLISH EXISTING BUILDING INCLUDING ALL CONCRETE SLAB UTILITY LINES, b AP PURTENANCES . DEMOLISQ CONCRETE G RADE T BEAMS OR FOUNDATION WALLS - 7';;• . G " ' 1:!\. PARCEL "B" B.L.A. "1811290691 THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN THE CITY OF TTUKWILA, KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; THENCE NORTH 81'45'51" WEST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER A DISTANCE OF 481.05 FEET TO THE WEST MARGIN OF THE SOUTHCENTER PARKWAY; THENCE NORTH I1 °59'33" WEST ALONG SAID WEST MARGIN A DISTANCE OF 830.58 FEET; THENCE CONTINUING ALONG SAID WEST MARGIN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 99131 FEET AN ARC DISTANCE OF 22128 FEET THROUGH A CENTRAL ANGLE OF 13'08'08 " THENCE NORTH 01'08'35" EAST ALONG SAID WEST MARGIN A DISTANCE OF 14.95 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88'51'25" WEST A DISTANCE OF 69.00 FEET; THENCE NORTH 01'08'35" EAST A DISTANCE OF 12.00 FEET; THENCE NORTH 83'51'25" WEST A DISTANCE OF 38.00 FEET THENCE SOUTH 01'08'35" WEST A DISTANCE OF 12.00 FEET THENCE NORTH 88'51'25" WEST A DISTANCE OF 195.64 FEET TO THE CENTER OF A RAILROAD EASEMENT; THENCE NORTHEASTERLY ALONG SAID RAILROAD EASEMENT ON A CURVE TO THE RIGHT, THE CENTER OF WHICH BEARS SOUTH 56'15'51" EAST HAVING A RADIUS OF 41028 FEET AN ARC DISTANCE OF 102.00 FEET THROUGH A CENTRAL ANGLE OF 1414'40 "; THENCE NORTH 12'28'30" WEST A DISTANCE OF 33.38 FEET; THENCE NORTH 04'34'26" WEST A DISTANCE OF 50.16 FEET; THENCE NORTH 01'41'39" EAST A DISTANCE OF 54.16 FEET TO THE NORTH MARGIN OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER THENCE SOUTH 61'55'53" EAST ALONG SAID NORTH MARGIN A DISTANCE OF 250.00 FEET TO THE WEST MAFR IN OF SOUTHCENTER PARKWAY; THENCE SOUTH 01'08'35" (LEST ALONG SAID WEST MARGIN A DISTANCE OF 21133 FEET TO THE TRUE POINT OF BEGINNING. RECEIVED CITY n' TUKWILA ULI 4 ly i PERMIT CENTER D Nal' I 4 F 2 SCALE: 1 " =20' R/R TIES ARE NOT SHOWN TO SCALE � / i8" CMP TROUGH - C1:3 0 10 (TYPE II) INSTALL 250 LE FILTER FABRIC FENCE. -- / / / CONSTRUCTION SEQUENCE: I. ATTEND PRE - CONSTRUCTION MEETING. 2. FLAG CLEARING LIMITS. 3. INSTALL FILTER FENCE. 4. PROVIDE CB PROTECTION ON ALL EXISTING CB GRATES IN IMMEDIATE AREA. 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 6. REMOVE EXISTING BUILDING. `t. CLEAR SITE (REMOVE ASPHALT, ROUGH GRADING) Wm CLEARING LIMITS. a INSTALL STORM DRAINAGE SYSTEM AND CB PROTECTION. 9. FINAL GRADE AND INSTALL 4" A.T.B. 10. CONSTRUCT NEW BUILDING. II. INSTILL NEW UTILITIES (POW, WATER, SEWER. ECT.). 12. PAVE PARKING LOT AND ADJUST GRATES. 13. LANDSCAPE IMMEDIATLY AFTER CONSTRUCTION. 14. FLUSH STORM SYSTEM (IE. CLEAN OUT AND TEST SYSTEM). 15. REMOV;~ ALL T.E.S.C. FACILITIES ONLY WHEN ENTIRE SITE IS STABILIZED AND PERMANENT STORM SYSTEM IS FUNCTIONAL. 0 in II II —)( ). - ie ••• - - 3f- ---�E- N CB 0 8 (TYPE I) cB +.1 (TYPE II) � B 0 9 (TYPE II) L. EXST. "CARRIGE HOUSE" - - / FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. -.2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER. MATERIAL IN 6" X 12" TRENCH. FI F4 - f C F N 1- 1991 NTS ASPHALT PARKING _____ _ CB 01 (TYPE I) PROPOSED BUILDING /‘. \ FILTER FABRIC MATERIAL - ---- • II F PROVIDE 3/4"-11/2' I I WASHED GRAVEL BACKFILL I I IN TRENCH AND ON BOTH U SIDES OF FILTER FENCE FABRIC ON THE SURFACE: 2 BY 4 WOOD POSTS, STANDARD OR BETTER OR EQUAL. ALTERNATE: STEEL FENCE POSTS. MAXIMUM SPACING: 6' ON CENTER / OIL/WATER SEPARATOR CB +'6 (TYPE I) F PEI /Barrett Consulting Group Civil/ Environmental E.n.g.•�.ecr . • �. are surveyors • Planners 720 South 333rd Ph . one..: (Seattle) a�ae 2ti;u Po' 838-6202 Federal Way, Washington d80(3 ,.....MAIN..,. 927 -1839 ((accrue) z z c r Ii��llllllr'I�I�iI CB "5 __J OI�/L,L,TER SEP :w;TOR CB 0 2 (TYPE I) CB .'3 (TYPE II) - SDMN Co • �lul� �iEiili�ii • Lir 0 N z iiill�i'uiil►�� ❑ x>< I, I SDMN W /GRATE Drop Inlet wttn Grate Filter Fabric 1I SSMH — 51OSWAL E NTS 1 I'I'I1�1I'I'I1 1I ►IIItI,11III' 111{11tfh l I � ► 1 IIIIII I Ilil111 111I111 h ' I I 3 a - INSTALL 14 LF FILTER FABRIC FENCE. fl 11 1 1 C13 0 1 C (PE II) As I II i - INSTALS 130 LF FILTER I FABRIC FENCE. - PROTECT EXISTING CB WI FILTER FABRIC WRAP OVER GRATE. U - - 15' X 50' STABIIZED it CONSTRUCTION ENTRANCE - - -- PROTECT EXISTING CB WI FILTER FABRIC WRAP OVER GRATE. INLEt BA.RRI DETAIL Filter Fabric Runoff Water with Sediment -- i% ,2.. Y —. Buried Filter Fabric Stakes KING FOODS TONY ROMA'S - TUKWILA, WA. washed Gravel Filtered Water EROSION /SEDIMENTATION CONTROL NOTES I. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD 00 DRAINAGE DESIGN (E SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.), 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLAC=EMENT, AND UPGRADING OF THESE ESC FACILITIES IS TI-4E R.ESPONSIBILITY OF THE APPLICANT /CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOU N ON THIS PLAN SHALL BE CLEARLY FLAGGED IN TI FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. (KGG-- 9;04;o e-*k , KC-RS- -) r rc. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (EG. ADDITIONAL SUMPS, RELOCATION OF DITCNE AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS (I e - E327 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY 6Y THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING (K €C '3 70 - 4 703. 0 1 5 4 2 1. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) (K lo9D). a ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. H. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL E3E INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. (RGW- 4644.6551. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO RINCTION ULTIMATELY AG AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANK, DETENTION VAULT, OR SYSTEM WHICH BACKS UNDER INTO A POND SHALL BE USED AS A TEMPORARY SETTLING BASIN. '3. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE AF IE% AT APPROxiMATELY 80 POUNDS PER ACRE). 14. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS INQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. Revision ;)e^cri ti- n B.N. • AS SHOWN PWFO yield Hook c ol. HC. AL, ; J•i. PWF01 D -20 Sheet D -2 RADIUS (MiN■.. • 12" MIN. 4 " -8" QUARRY SPALLS- STAB I L arilD CONSTRUCTION NTR4 1� NTS \' RECEIVED CITY OF TUKWILA OCT I 13I PERMIT CENTER T.E.S.C. PLAN, NOTES & DETAILS a • i l.. I lflll �l� I i Ilflllllllll111llll Imo= Irrlllllii rifllitilfllilr'Ilf westbllt CoNrt'IWeet Gawlaela .336 TA eta Avenue fiesta 'wilding #7 Federal Way, WA • eases Architecture /Urban Pty 4552 REGISTERED ECT STATE OF WASHINGTON ST d GENERAL NOTES 1. PROVIDE ALL WORK TO COMPLETE THIS PROJECT, INCLUDING FURNISHING ALL MATERIAL, EQUIPMENT, TOOLS, LABOR, AND SERVICES NECESSARY FOR COMPLETION OF THIS PROJECT. 2. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. 3. THESE DOCUMENTS DO HOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY, CARE OF ADJACENT PROPERTIES REGULATONSREG REGARDING SAFETYSHALL T AND FEDERAL DURING CONSTRUCTION, COMPLIANCE BE THE CONTRACTOR'S RESPONSIBILITY. - 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS BEFORE COMMENCING WORK. ANY VARIATION OR DISCREPANCY WHICH REQUIRES PHYSICAL CHANGE SHAW BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIQR TO STARTING CONSTRUCTION OF TUB AREA CO;4CERNED. . S. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PER APPLICABLE LOCAL, STATE, AND NATIONAL CODES. 6. COORDINATE WORM WITH ALL OTHER TRADES. 7. ALL WORK TO BE PERFORMED IN THE BAST AND MOST PROFESSIONAL, KANNER BY MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. tl A WELDING SHALL BE BY WABO CERTIFIED WELDERS. 9. ALL N.I.0 (NOT IN CONTRACT) EQUIPMENT TO BE COORDINATED BY GENERAL CONTRACTOR. VERIFY ALL POWER, MECHANICAL, ELECTRICAL AND DIMENSIONAL REQUIREMENTS, ETC. 10. DIMENSION CALL OUTS SHALL TAKE PRECEDENCE OVER DRAWING SCALE. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN SIMILAR OTHER CONDITIONS ARE NOT SHOWN OTHERWISE. 11. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL FOR COMPLYING WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS RUST BE REFERRED TO ARCHITECT FOR INTERPRETATION OR CLARTPTCATI SYMBOLS LEGEND SITE LEGEND Rmummmmummm .. - IV. ST N I s VICINITY MAP 2 X STUD WALL PARTITION WALL EARTH GRAVEL OR GRANULAR f ' CONCRETE .15tH $1 s s 1 l . •`�` ript� BITUMINOUS PAVING STEEL PLYWOOD BATT INSULATION RIGID INSULATION GRID ' LINES BUILDING SECTION DETAIL INTERIOR ELEVATION ROOM IDENTIFICATION DOOR SYMBOL WINDOW TYPE DATUM POINT .o PROJECT SITE BRICK PAVERS- BASKETWEAVE PATTERN. SEE'DETAIL PARKING LOT STRIPING CONCRETE SIDEWALKS. SEE DETAILS LAN :LK , .;:r.•=.1: 7 ' 7 '+_7! - -_ - �`,»\.•.. wJf. Vii'. . -4 r• 1 " V. a', ✓V �: " rt " � \\N - .4 ,.� i wi t `f IT - 0 1 N Q . * 'll�f�.11l'I� II'l'i'lll'I.ill II I 4 SOUTHCENTEt PKWY • � LA's r •..� r; . .._ . -.. IP frii 01 Plq 1111 H26,, ( 4o -1(44 G No.18 "".'"""°°"^ PROJECT ADDRESS: Toay Roma's, "A Place for Ribs` 17305 Southcenter Pkwy. Tukwila, WA $8188 PROPERTY MANAGER; Trammell Crow Company 5601 .6th ,Ave. 8w, Seattle, WA 98108 TENANT; Ring Foods 2115 South 56th, 4205 Tacoma, WA 98409 SITE PLAN ::Flk.k4P4S1 PROPERTY OWNER: Pacific Northwest Group A 5601 6th Ave. SW Seattle, WA 98108 f } /" • V r: c 2%",.A 4: K ( 14 ) !TG + ? .. W , ;L . ~ J ASS SSCP "S PA EL : NO. �!t NA ,' <, ..: 1( „ iy tpic L. .,, `fi A',; 4S (( D� F ZONE: r*AKr‹s4 ANC ''Av!NiCr Al Ria i. :\Ol+:r' K.O. k, - (re, +... ,.../: ) P °a • DRAWING; INDEX A -1 SITE PLAN/NOTES GRADING PLAN /NOTES c -3 DETAI A -2 FLOOR PLAN A -3 DOOR /WINDOW /FINISH SCHEDULES A -4 REFLECTED CEILING` PLAN i A -5 SEATING PLAN /1 .00R FINISH PLAN A -6 ROOF PLAN A -7 EXTERIOR ELEVATIONS A -8 EXTERIOR ELEVATIONS A -9 INTERIOR ELEVATIONS A -10 INTERIOR ELEVATIONS A -li INTERIOR ELEVATIONS A -12 BUILDING SECTIONS A -13 WALL SECTION /DETAILS A-14 DETAILS A -15 DETAILS S -1 s-- 2 S -3 S -4 ( J L -1 LANDSCAPE ALAN /SCHEDULE /NOTES L -2 IRRIGATION PLAN M -1 MECHANICAL SITE PLAN • M-2 PLUMBING PLAN M -3 HVAC 'PLAN E -1 ELECTRICAL SITE PLAN /SCHEDULE E -2 LIGHTING PLAN E -3 POWER & SIGNAL'PLAN E -4 DETAILS /SCHEDULES K -1 KITCHEN EQUIPMENT PLAN K -2 KITCHEN EQUIPMENT SCHEDULE K -3 KITCHEN HOOD PLANS K - KITCHEN ELECTRICAL PLANS K -5 KITCHEN PLUMBING PLANS FOUNDATION SECTIONS /STRUCTURAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN ROOF SECTIONS CODE NOTES SITE AREA: BUILDING AREA: CONSTRUCTION TYPE: V -:;, NON- SPRINKLERED OCCUPANCY: A-3 USE: SETBACKS !PARKING: 6,100 GSF RESTAURANT BUILDING HEIGHT: ALLOWED 'C -2, COMMUNITY RETAIL FRONT YARD = 20' SIDE YARD = 10' REAR YARD = 10' _ 35' PROPOSED = 2.' :•,P:: (8 Eats:y Portal - Only) REQUIRED = 1 SPACE/10: GSF OR 6;100 /100 = 61 STALLO PROVIDED - 44 STANDARD (9'X'19') = 25.COM?ACT (8'X 16') 2 HANDICAP.'t9'X 19') 71 TOTAL STALLS PROVIDED RECEIVED • CM' OF TUKVI ►ILA LEGAL DESCRIPTION OCT 29 PERMIT CENTER r That portion of the southoast-quarter of t1►* touthwest quarter' of Section 26; TOWnehip 23 North, Range :4 East, N. H. in the City of 'Tukwila; King County, .Washington• described as 'falloys t beginning ' Ht: Ahe. southeast corner. of send sout:heastAuarter of the houthweat rpiniter thence' N 07'45 N• %Yong --thi south line Of said southeast quartf►r 'ot the eouthweat quarter a,dictanco of 401.05 feet to the west siargin Ot .`youthcenter Parkway; thinco N ;11 °59' 33" N along `acid Neet et 830.58 feet; thence continuing along said west arq 111: 51ontl a .curve to the right having a radius of 991.-37 fee an axc di!tun*e bt ;27,20 feet thirot.Lgh i central angle of 1'? `; thenes, W bj'00 E along said wept sargin a di atanca . oi!' `14i 95 °. "feet to the' true point oP begiontili thenci. N 08 25' W ,a distanct - of.69.00 feet; thence C 01 ° 08.35" E a distance of 12,00- feet;-thence H 88 W s distance of 38.00 feo ; thence S 01 ° 08'35" W-a ' d1 atanc* o 12.,00 lest; •thence 11 bea51 ° 25" 'W a distance of.?185.04 feet'to the, cents' of a 'kt+ilroad easeroant; thence' norttw aterly •: o1owgisaid lXesd easewant `On a ;Curve to the tti>pht' the center )i S 54 ° 1'S' 51" ID having - a radius of 410.20 feet en• arc dietanei ca of 0Ro0` .tset through 9 centkil ;angle of` 14 "; tha 12”0,30 N a diStanceof 33,38 feet; thence W 04`34 ", .1► a distance Of $0 16.teat; thence °41'39» O. # distance of 54:16 feet to the .notl4h ' line of ' salt1 !sootheaat quatrer of thol southwest quarters •tftenow ° 3 47' along held not h line a distance . .;. 250.00 feet to th .west leargin-of Southcenter,Parkway thence S 01°0095" 35" I alonij paid west aatgin' A dietsnce, of 2 , 33 ' feet to the ' true pdint'of tmginning. 17305 Southcenter Pkwy, Tukwila, Washington • ABBREVIATIONS AD6REV. DI= GRIPTIC)N • SAN., 55 : PVC SAN ITAIZY LEVIER • . POLY VIN`(L CHL.oR\DE PIPE EX' • EISTING• MH MAN -kOLE 1 E INVERT ELEVATION • NE NoR"TH I AT J SOU 'H W EST • rca' SOUTH MIN MINIMUM : Co CL.EANO UT GPH GALLONS PER HOUR MBH TNOUSAND eRIT ISH 11- 1e.R.MA L„ UNITS PE►2 HOUR .AIR TERMINAL SCHEDULE: SYMBOL DESCRIPTION LCD -# LAY -IN CEILING ''DIFFUSER, 24" X 24" "PANEL, KRUEGER.SERIES FRAME 23, W R -10 OPPOSED BLADE DAMPER & RGS -15 STRAIGHTENING GRID. # INDICATES NECK SIZE. BCD-# KRUEGER CEILING FRAME 20, 2 1 PANEL SIZE, 20, W/ R-10 OPPOSED BLADE DAMPER & RGS -15 STRAIGHTENING GRID. # INDICATES NECK SIZE. CER CEILING EXHAUST REGISTER, KRUEGER MODEL EGC -5 TB 1/2" X 1/2" ALUMINUM CORE WITH OPPOSED BLADE DAMPER CEG CEILING EXHAUST GRILLE, SAME AS CER WITHOUT OBD 'CRC CEILING EXHAUST GRILLE,`SAME AS CER WITHOUT OBD SWR SIDE WALL REGISTER, KRUEGER`MODEL 5815 W/ OBD, FRAME STYLE 820 • MECHANICAL EQUIPMENT SCHEDULE SYMBOL °DESCRIPTION AC -1 SINGLE PACKAGE GAS HEAT, ELECTRIC COOLING UNIT TRANE MODEL YCD036A3, 3.0 TON ROOFTOP MOUNTED UNIT WITH CURB COOLING CAP = 36.4 MBH, HEATING CAP = 63 MBH, 80 MBH GAS INPUT' 1200 CFM @ 0.40" ESP, FAN SPEED = HIGH, MCA = 20.0 AMPS, MOCP = 30 AMPS, 208V/3PH, , EER = 8.55, FILTERS = (2) 20 X 25 X'1, UNIT WEIGHT = 725 LBS. PROVIDE ECONOMIZER OUTSIDE AIR INTAKE SET AT 300 CFM O.A. TEMPERED OUTSIDE AIR FROM MAU -1 SHALL BE SET AT 420 CFM O.A. AC -2 SINGLE PACKAGE GAS HEAT, ELECTRIC COOLING UNIT TRANE MODEL YCD048A3,`4.0 TON ROOFTOP MOUNTED UNIT WITH CURB, COOLING CAP =`47.0 MBH,'HEATING CAP = 71 MBH, 90 MBN GAS INPUT 1680 CFM @ 0.50" ESP, FAN SPEED = HIGH, MCA =:25.0 AMPS, MOCP = 35 AMPS, 208V /3PH,`, EER = 8.60, FILTERS = °(•2) 20 X:25 X 1, UNIT WEIGHT = 725 LBS. PROVIDE ECONOMIZER OUTSIDE AIR INTAKE SET AT 420 CFM O.A. TEMPERED OUTSIDE AIR FROM MAU -,1 SHALL BE SET AT 1260 CFM O.A. AC-3 ' SINGLE PACKAGE GAS HEAT, ELECTRIC COOLING UNIT TRANE MODEL YCD12GB3,:10.0 TON ROOFTOP MOUNTED UNIT WITL CURB COOLING CAP = "119.0 MBH, HEATING CAP = 121 MBH, 150 MBH GAS INPUT 4000 CFM @,0.70" ESP, ADJUSTABLE SHEAVE DRIVE, MCA = 55.7 AMPS, MOCP = 70 AMPS; 208V /3PH, , EER = 9.0, FILTERS ='(3)20 X 20 X 2, (3)16 X 20 X 2, UNIT WEIGHT = 1600 LBS. PROVIDE MOTORIZED OUTSIDE AIR INTAKE SET AT 1000 CFM O.A. TEMPERED OUTSIDE AIR FROM MAU -1 SHALL BE SET AT 1640 CFM O.A. AC -4 SINGLE 12.5 UNIT WITH CURB URB COOLING CAP = 146.0 MBH, HEATING CAP = 119 MBH, 150 MBH GAS INPUT. 5000 CFM @ 0.70" ESP, ADJUSTABLE SHEAVE DRIVE, " MCA = 71.6 AMPS, MOCP = 80 AMPS, 208V /3PH, , EER = 8.7,,, FILTERS = (2)20 X 20 X ° 2, (4)20 X 25 X 2, UNIT WEIGHT = 1950 LBS. PROVIDE MOTORIZED OUTSIDE AIR INTAKE SET AT 1250 CFM O.A. . TEMPERED OUTSIDE AIR FROM MAU -1 SHALL BE SET AT 1910 CFM O.A. EF -1 ROOFTOP EXHAUST'FAN, -PENN DOMEX MODEL AB35, 650 CFM @'0.375" TSP 1/6 HP, 120V /1PH, W/ ROOFCURB AND BACKDRAFT DAMPER, 75 LBS. EF-2 1 HP, 120V /1PH, W/ ROOFCURB ANDOBACKDRAFT�DAMPER ,6120 @LBS75" TSP EF -3 ROOFTOP EXHAUST FAN,' PENN DOMEX MODEL BB45, 1,500 CFM @0.375" TSP 1/3 HP, 120V/1PH, W/ ROOFCURB AND BACKDRAFT DAMPER, 120 LBS.' .' MAU-1 MAKEUP AIR SUPPLY UNIT WITH` DIRECT FIRED GAS HEAT , WEATHER —RITE MODEL TOT 212HB WITH SCREENED FRESH AIR' INTAKE HOOD, MOTORIZED INTAKE DAMPER SECTION, VEE —BANK FILTER SECTION , WITH REPLACEABLE MEDIA FILTERS, DIRECT FIRED BURNER BLOWER i SECTION AND 24 , INCH HIGH ROOF CURB." UNIT SHALL BE U.L. LISTED HEATING CAPACITY ='295 MBH 5230 CFM @ 0.75" TSP, 2HP, 208V /3PH UNIT WEIGHT = 950 LBS LIQUID LEVEL ( U5TRAIGHT TEE. WITH OPEN TOP ASPHALT PATCH TO �` MATCH EXISTING 12EMOVEABLE CoMCRET COV E.IZ L a4" PtAMETER GA5TIAHT R(4 4 COVER (a) H2O DESIGN LOAD PIPE- INC.. RISER. SET IN MASTIC, HEIGHT AS REQ'D' (2) CLEAN OUT (v" 5712AJGHT TEE WITH CL EANOUT RISER ( I % (MIN) E. 2I.3c C'RE -CAST coNCRETE TANK PIPE. INC. MODEL ?12 W/ HO DESIGN WHEEL LOAD LIQUID CAPACITY 4,085 GALLON GREASE INTERCEPTOR SIZING - ••=.8./ NUMBER OF MEALS PER PEAK HOUR - 150 MEALS /HOUR WASTE FLOW RAfE = 6 GPH /MEAL RETENTION TIME - 2.5 HOURS STORAGE FACTOR = 1.50 * Ia' - 8" DESIGN CRITERIA SOURCE: 1988 UNIFORM PLUMBING CODE - APPENDIX H COMMERCIAL KITCHEN WITH DISHWASHER SIZING FORMULA: NUMBER OF MEALS WASTE FLOW RETENTION PER PEAK HOUR X • RATE X TIME C "MIN. GREASE INTERCEPTOR SCALE : NONE STORAGE. CAPACITY FACTOR = IN GALLONS * BASED ON 12 HOURS OF OPERATION (ACTUAL: 11 HOURS, 11:00am TO 10:00pm) AND INTERPOLATING BETWEEN FACTOR OF 1.0 FOR 8 HOURS AND 2.0 FOR 16 HOURS OF OPERATION. INTERCEPTOR CAPACITY - 150 X 6 X 2.5 X 1.50 3,375 GALLONS LIQUID CAPACITY (MINIMUM) INTERCEPTOR MANUFACTURER AND MODEL NUMBER: PACIFIC INTERNATIONAL PIPE & ENGINEERING MODEL 5106 INSIDE AREA = 7' -0" X 12'- -0" = 84.0 SQUARE FEET X 7.481 GALLONS/CUEIC FEET = 628.4 GALLONS /VERTICAL FEET @ (o' -(o" OPERATING DEPTH, LIQUID CAPACITY = 4,085 GALLONS 7 ' B ' CLEANOUT 1=1N GRADE .LEV. 24.0 .± (VERIFY ) 8 - 10 " I.E. al. coo 4 "INLET FROM • BUILDING 4 J1CHEN SEWER SAN (.'EXISTI VEI21 ( INVERT AT FOINT OF CONN PRIOR TO INSTALLATION OF ANY UNDERGROUND 5AN oR BUILDING WAvaTE DINT OF CONNECTION 4: SAN'€ I'% MIN. - -1 EY.l�TI1�C1 GA5 E.RVICE . METER 70 5E REMOVED SY WASti . �1P �aA�J RIM 25. E P. 30 ''(NE SW 8' WC) IE 20.30(5 67" PVC) NO POINT OF CONNECTION co" SAN ` @ I %Mini. • G L`orET Tw I iiAlit1IIfih iiIitIIrrf��IiIlIIii 7 CO co VERIFY PROPER METER. CONNECTION POINT \MTN 11 C..l N oP TUKW 1 LA . c•• REA•. I ERG,• SE. DE C•, AS METER SY WASH. NAT. 'CIA 11300 iV�6H. I NCH Es D E.LIV ER`( . PROPOSED STRUCTURE • � \E-t L O'O ELEVATION = So ' SE 2.V ICE 13•< \/MASH. NKr, n , OID INN ego /Nf ® d,�✓ EX /S7/01/4 .04/4,)! 6 ,0° SOUTHCENTER PKWY. soONC) ARY LIMIT OF CoNSTIZ ION MECHANICAL SITE PLAN SCALE : I " = 20' -o" (I r 1 i i i [ , r l i 1 I iI I I 11 � u 11 , 11111 11 i I' w �,� ' 1 1 rh1 l 1 1 a . 6 i ii n�iiiil7 1 MI Mb RECEIVED. CITY OF TUKWILA O x'291991 PERMIT CENTER Witi(�Id�IIII'�IIIOI"ff IIIIIIIII . irtiI6 lirii �oo iiiiiiiii roilitiliii hilifiitieiliiiii (��I l SHOWN t0 SCALE (TYP) / /// GRADING QUANti`IES d 1 ; CY CUT q 15 CY FILL 52o NET CUT DUMPSTER 16.54 K. E 16.10 . -•'• WI; -. •i•1MI �Z -� .r..- MV- - a- -• -- .•---- - -.M- •-r, -- -- - • --I: ^- - - -..- -- - - -.,. 2" WATER SEE M -1 4" L• A SEE M -I N 88' 1 . W 38.001 LANDSCAPE AREA • RIM 20.50 IE 18.18 18" CMP TROUGH r- ry REVISED PER CRY OF TUKWILA REVIEW. Revision Descri . tion LEA •WV GS WTI l9GV SD SS ®WIC PK I kr I CKWALL 4' MAX. HEIGHT W/ \ BIDDER DESIGN GAI1ION CRI55ING FOR WALL OVER 4' HIGH. SEE DETAIL 8HT . C -3 1 O 1 / 4 4 / > / // ; 7 / /° / / Rg4i028'/ / / 4 a 14 14 40 / / La102.00 // / / // /// / 7/ /, / �// / /b� R/R TIES ARE NOT 1 SAWCUT PAVING ,a PROPERTY LINE. MATCH NEW PAVING lU/ EXISTING PAVING TO SOUTH. ' APPLY SEAL COAT OVER JOINT. PARKING STALLS FIRE HYDRANT WATER VALVE WATER METER GAS VALVE STORM DRAIN SANITARY SELLER SURVEY MONUMENT IN CASE "PK" NAIL i c ' 6: Iz CB 10 (TYPE II) RIM 3 4.00 / I.E. 23.00 / 4w'- / / w ttt P t 21 COMPACT: 8' X 16' 42 STANDARD: 9' X 19' 2 HANDICAP: 9' X 19' II 11 I II I (Ns ' II i v�•�'1"ip�l �' LINE- To I� >j . N KWCam N STRIPE s i' 13' 100 LF 12" ADS w N -I2 *2,50% \ \� I W/ SOLID LOCKING LID I RIM 22.50 >) \ IE 19.00 I , :3 8'55'53 N 88'51 W 195.64' 3/4" ± BARS MAX. 3" SPACING WELD ENDS TO FRAME EXST. "CARRIGE HOUSE" 1/2" GALV. BOLTS, - 3/4" ± FRAME EXISTING ASPHALT PARKING S O1'O8'35" W 12.00' NOTE: ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR 1:3ETTER) �1 TAI NTS 4 EA. 1/4" X 2" X 5" STRIPS UNIFORMLY SPACED AND WELDED TO 3/4" t FRAME. PEI /Barrett Consulting Group Civil /Environmental Engineers • Land Surveyors • Planners 720 Sough -333rd Suite 200 Federal Way. Washington 98003 9 LF 12" ADS N -12 44 0.56% \ EXST. SDMH e12 RIM 20 .01 CE *6 (TYPE R S II 54 IE 1631 (SW 4 5 12" CMP) OIL/WATER SEPERA TOR ") IE 159'1 (NE 12" CMP) EXST. CB ADJUST RIM 19.00 IE 16.50 1 LF 12" CONC. * 2.43% \ RIM 21)00 IE 11.08 (8 ") IE 16.15 (12") 11LE 8"ADS \ 19 N -12 Ok5% N O1'O8'35" E 12.00' Phone: 838 -6202 (Seattle) 927 -1839 (Tacoma) - 2d 6 " ' 8c, \ 69.00' l SAWCU PAVING w I PROPERTY LINE. I • ` MATCH NEW PAVING I W/• EXISTING PAVING II\ 1 I TO SOUTH. APPLY \ SEAL COAT OVER JOINT. I SPEED BUMP I' 0 SDMH RIM 20.64 IE 13.64 (W) IE 9.84 (E) 1I s� 5411 s' D SMH RIM 20.60 II II iE14.90(N 8 " PVC 8$ / 0" - - X N I 1eo I 5 I z 1 Jp, II I[ i�III�III 1�I °I'ilylr 1 41 51 No.18 STREET LIGHT W/ TI3M 4'X4'UGVLT. 5' HI SIGJ5.Q)) II II I ( I CS (TYPE II 12 ") 1 RIM 22.00 IE 11.10 (12 ") I \ IE 10.56 (42") I,, 10LF12 "CON IE 11.15 W/ I -- AINTED GAS -5 CJ \ EXST. CB RIM 19.51 IE 18.51 (W 4 ") STREET LIGHT k CONC. CURB 4 SIDEWALK O I /5 A 01L/WATER SEPARATO R I CB 'II (TYPE II 54 ") RIM 21.130 OI IE 1869 (6" 4 8 ") IE 1836 (12 ") IE 1829 13 LF 12" CONC 0 0,54% 1 LF 8" ADS N -12 *129% 2' X 2' LT. Box EXST. DRIVEWAY ENTRANCE CB . RIM 19.94 IE 18.34 (W6" CMP) J SDMH W /GRATE RIM 20.85 1E 1235 (N) (n A 1 6 0.5090.4 SH RACK 111111111111111 4\ i A[ I to*;;ILIZO I KING FOODS TONY ROMA'S - TUKWILA, WA GV TELE. FED. 3 • U.• MOW SOW MOW A 0401 M OM Pin MI MINA :h . NI NM WK Ih Ih)0 S 6• 12, 14 I AI arm Ir. 011 w. • 1111001 o. I001011 2' X` 1' LT. BOX 2' X 2' SIGNAL 150X Designed J.H.S. Dfdwn JH.S. Checked B.J.H. Approved Scale Pro eat N Dote OCT. 1991 PWF0101 STORM DRAINAGE ' PLAN Sheet C -2 4' X 4' ELEC. VLT. 2' X4'WI"IVLT. STREET L IGNT CB RIM 19 .68 IE 18.68 (E 4 ") rin rn. w. 0111 $ 11V ) n) • 7 � ' .rI rww 6S1-IH / RIM 21.18 (E 10.13 (W, N 4 5) %MP .,.u- . .ow. mama .'.IN •9O A ~11 OM • 01111010100 MTV am a >ti.I1W Mall* P91 91. 1 $•I>'r1' :KCAL OPFINKLER t No e " -Sea' C, Tt' oF* 7Xfr1 �A :TAN. G 1. ALL ENERAL CONSTRU CTION SHALL BE IN ACCORDANCE WITH THE CITY OF, TUKWILA ROAD STANDARDS AND CODES. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND TI-IE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION' R TION FROM THE ABOVE REQUIREMENTS FOUND IN tH1=8E PLANS. ALL SHALL 13E AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF TUKWILA. 2, THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN R ACCORDING TO THE CITY Of TUKWILA'S REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY'S PLAN REVIEWER ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED 13Y THE CITY OF TUKWILA, PRIOR TO ' CONSTRUCTION. 3. APPPR0 � T I15 ROAD GRADING, AND DRAINAGE PLAN DOES' NOT CONSTITUTE AN OF ANY OTHER CONSTRUCTION (Ea DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GA8, ELECTRICAL, ETC). 4. BEFORE ANY MEETING MUST ONSTRUCTIO> OR, DEVELOPMENT ACTIVITY A PRECONSTRUCTION BE HELD BET THE CITY'S DEVELOPMENT INSPECTION UNIT, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY or. THESE APPROVED PLANS MUST BE ON THE J015 SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. NORMALLY THIS ON NOISE SHALL O 10 BE PM WEEKDAYS 9 NA E CITY'S NOISE ORDINANCE. A.M. TO 10 P.M. ON WEEKENDS. 1. IT SHALL. BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK UIITI -IIN THE ROAD RICA- ITS -OF -WAY. 8. FRANCHISED UTILITIES OR OTI=IER INSTALLATIONS THAT ARE NOT 81- 1OUi'4 ON THESE ,.. „ SItiT THAT MEET „ ALL RE THE CITY OF TUKWILA ARE SUBMITTED TO THE INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE NGVD -1929. APPROPRIATE DRAINAGE EASEMENT, BUT NOT U DE THE ROAD OR DRAINAGE 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL OADWAY SECTION. BI 3.02 OF THE AFWA STANDARD SPECIFICATIONS. IN ACCORDANCE WITH SECTION ALL GROUNDWATER SYSTEMS MUST BE C 11. ALL UTILITY TRENCHES SHALL BE BACK1`ILLED AND COMPACTED TO 95% DENSITY. 12. II/SPOT L A W A r SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 13. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED ' ,.� UNLESS SPECIFICALLY BY PUBLIC`WORKS AND, NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE' WITH TMC 4 CS. 14. THE SAFETY DEVICES, PROTECTIVE EQUIPMENT, FOR PROVIDING AND ANY ADEQUATE SAFEGUARDS, OTHER NEEDED ACTIONS TO PROTECT THE LIFE, ±-EALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT' NORMAL TRAFFIC FLOW SHALL' REQUII AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -0123 - TRAFFIC CONTROL, SHALL APPLY. NOTE: ALL WORK SHOWN ON GRADING PLAN EXCEPT THE FOLLOWING SHALL BE THE RESPONSIBILITY OF THE' DEMOLITION CONTRACTOR: 1. FINAL CONNECTION OF UTILITIES TO BUILDING. 2. FINAL CONNECTION OF DOWNSPOUT TIGHTLINES TO STORM DRAIN SYSTEM, 3. PATCHING AND REPAIRING DAMAGED A.T.B. WHERE REQUIRED. 4. TRENCHING 4 BACKFILLING FOR NEW UTILITIES 4 F INAL STORM CONNECTIONS. 5, INSTALLATION OF 2" AC PAVING, ON SITE SIDEWALK/PAVERS 4 STRIPING. 6. CLEANING 4 TESTING OF STORM DRAIN SYSTEM. 1. INSTALLATION OF RUBBERIZED RAILROAD CROSSING SYSTEM. NOT 1. SLOPE SIDEWALKS TOWARD PARKING AREAS a 2 %. 2. SPOT ELEVATIONS Sl -iOWN ARE FLOW LINE ELEVATIONS. 3. MIND RADIUS FOR EXTRUDED CURBS IS 1'. 4. FOR WATER, GAS 4 SEWER LAYOUT SEE MECHANICAL PLANS. THE CONSTRUCTION AREA SHALL Be CORDONED OFF FROM VEHICULAR AND PEDEDTRIANTRAFFIC UTILIZING THE COMMON ACCESSES TO THE SOUTH. • RECEIVED CITY OF TUKWILA OCT 2 9 1991 PERMIT CENTER 11��11 i' Illlllternin F :R- I Il loll I� llll�lill � 140111 [drill I _Illl,illl IIIIIIIII "a 91111111 [ Ia. IIII�IIIi [ICI [111 Date N FRAME 4 LADDER OR STEPS OFFSET. SEE NOTE 5. RIM ELEVATION PER PLAN. ` -- - -- OVERFLOW ELEVATION' TO PROVIDE DETENTION 4 OIL SEPARATION. PIPE SUPPORT(5): 3" X 0.090 GAGE BOLTED OF IMBEDDED 2" IN WALL. AT MAX, `3' SPACING. MIN ONE SUPPORT. OUTLET PIPE SEE NOTE b. I.E. PER PLANS MI= s Revision Description 8" MIN. TI-IICKNES 4 " -2" QUARRY OF ALLS -- I" MINUS W • ^p ROCK a 6" ONNECT TO CF3 ERF.PIPE - FILTER FABRIC - SEE SEC. 5.01 KCRS. CUTS CT I ON ` OCK.LUA NTS E 1I 1' -0" MIN. i II CATCH BASIN TYPE II 48" DIAMETER SEE DWG. NO. 33 KCRS ELEVATION Drawn a • ► A By C3 Desi•ned J,H.S. PAY. L IMITS EXCAVATION ONLY OIL/WATER SEPARATOR J.H.S. Checked B.H. Approved P 'lo TA I ----= RCUND SOLID COVER MARKED "DRAIN" W/ LOCKING BOLTS. SEE DllG'S. NO. 49 4 50 KCRS. STANDARD • GALVANIZED STEEL LADDER/STEPS. SEE DWG. NO. 39 KCRS. — ; CLEANOUT GATE: 5HEAR GATE.' SEE DWG- NO. 53 KCRS. INLET PIPE , OR PIPES I.E." PER PLANS NTS Scale AS SHOWN Dote PWF0103 'I '1 NOTES: 15105WALE SECTION - A I. SEE SURFACE WATER MGMT. DIV. : -ETIN 'TRULTIP_'E ORIFICES' EFF." SEPT. 1585. PIPE SIXES AND SLOPES: 3. OUTLET CAPACITY: ' NOT LESS THAN COMBINED INLETS. 4. METAL PARTS: CORROSION RESISTANT.. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 5. FRAME 4 LADDER OR STEPS OFFSET SO: A. ` CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. `'. FRAME IS CLEAR OF CURB. e. IF METAL OUTLET PIPE CONNECTS TO CEMENT CON ,:. CRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 ". D PLl._ VIEW CB .6 1/2 " =!' -O" PER PLAN S. PEI /Barnett . Consulting Group r. < 1991 Civil/Environmental Engineers • Land purveyors •Planners'' "720 South 333rd Suite 2u0 Phone: - ` Federal Way, Washington 98003 927-1839 (Tacoma) inwrorpowpwanom • 1 1'III r 1 1111-1 1 1 111111 - R M D D I(II11.� �l'I'III�I�II .., z E 4INI v EW I/2 ".I' -0" KING FOODS u , TONY ROMA'S - TUKWILA, W IlIrl' '1' 7. \ - 71 . 3' E3IOSW4LE { SECTION ;` .. 11 =4 1 - IlIltit Fri 1 rlr rlIlIli"I No :e •;` �� "" ` `; NOTE: B . APPLY' BONDING %GENT,. TO ASPHALT BEFORE INSTALL'NG EXTRUDED CONC. CUR6INGa_ 2" ASPHALT CONC. CL E3 4" ASPHALT TREATED BASE 12" PIT RUN GRAVEL BASE ' 95go COMPACTED DENSITY MIRAFI 50OX FABRIC OR EQUAL. C. PIPE MATERIAL SHALL`' CONFORM TO UNPERDRAIN SPECIFICATIONS DESCRIBED IN CRE.4- }:.®•4• AND IF NON - METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETENTION FEATURE. ►.�. ' DR.,4INAGE EASEMENTS ENTS ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY'' FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT /CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO TINE UTILITIES (E.G. POWER, GAS,' TELEPHONE, TELEVISION)- ` �•. `L" INDIVIDUAL STUB - OUTS SHALL BE PRIVATELY OUNED AND MAINTAINED 13Y THE LOT HOME OWNER SCALE: 1" STORM DETAILS 2 1/2" 1/2" T2 --- (TYP) 4 & `'NOTES • • A 4 V 44 V 414 V A4 Si e 4 p A4' . 4 .. . V 4 P44 V v44,7 44 V 40 4 V V 4 e V V 40, 4 V V 4 &V 4a 4 A, 4a4 q aV da V 4‘,V V deVgaV 4,1,7 4,1,7 da V d AV e e A4 a 4 e e a d a AC, 4eVgeV4AV 4 eV4AV q eV 4 AV A 4 V Q qe � v e Qe N4 44V e V 4 V44 y v 4 V d < j4 V V •I V e a V 4 a V V e e e� p V A 4 A 4 44 V A 4 ' 4 4 V 4 V V A 4 V e 4 A 4 e d 4 V qa 46.,1 ,1 0 eV ,,V q eV gaV :.: 0900 U O p U OU 0 0 p 0 000o'Op C� . -. . 0 0 0 0 O Os 0 9:9c- O Q 0 O 0 00 O O O 0 0 0 - 0 0 0 00 0 OO U O U 0 Q 0 0 0 0 00 00 00 00 00 00 00 0 O [j F� 0 00 .:00 0 0 00 0 0 0 0 0 O 00 O 00 0 O 00 0 00 0 00 0 O0 O 0 0 C P0 O 00 0 C1 00 (3 0 O 0 O -- .. 0 0 00 0 O O Ch n00o 0 Op 0 "0 .O 0 0 0 i'O O O [� O0 p000 O. O O . i O b� U 0 O .O O 0 . p 0 0 0 O; . QOO p c;,-03° 00 �� Oo 0 0 0 0 00 0 : a o 00 ,. o , O, 00 c� 00 u c. .i7 bon O 0 0 0 0 co O O O O O O 00 00 . . 0o 0 O O O __ 00 � 0 O O O O p 0 RECEIVED CITY OF TUKWILA OCT a lyyl 4 PERMIT CENTER 2 I/2" Field Book Vol. ACAD N a j,,/9/ Bk. PWFC1C -1 Sheet OT �- - 2' WIPE MN. ASPHALT TRANSITION TROUGH /SPLA:SH A -ON. `` PLACE AROUND CB Cs • 4 MATCH EXISTING 18" C. 4 I. PROOF R OOF OF LIABILITY'INSU. INSURANCE „ SHALL BC SUBMITTED t0 P'uE3L IC �'WORKS R OR TO THE PRECONSTRUCTION MEETING, 1' MIN. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 1- 023(1). THIS SHALL' INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, TI-IE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRAPE SO TI-LAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. STEEL PIPE SHALL BE GALVANIXED AND I -1AVVE ASPHALT TREATMENT '1 OR BETTER INSIDE AND OUTSIDE. '' ALL DRAINAGE STRUCTURES, SUCH AS CATCH FsA5INS AND MANHOLES,' NOT LOC 4tED`' WITHIN A TRAVELED; ROADWAY OR SIDEEWALK ,' SHALL GS HAVE SOLID LOCKING LIPS. ALL RETENTION/ DETENTION FAC�TY SHALL HAVE SOLID HAVE LIDS. A PERMANENT LOCKING 5. ALL CATCH BASIN GRATES SHALL CONFORM , TO ' a te, WHICH INCLUDES THE STAMPING "OUWALLTOSTREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF CITY OF TUKWILA " ( 6. ALL. DRIVE OF SUFFICIENT LENGTH TO PROVIDE A MIN E F WAY CULVERTS LOCATED 'WIT N KING COUNTY RIC HT OF - WAY SHALL' BE IMUM 3:15L:OPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE PITCH. CULVERTS SHALL ' ,:' L HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE ( ty-M 1 . ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF I FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 "- 8 " /40% -10% PASSING; " 2 "- 4 "ROCK/3O% -40% PASSING; AND -2" ROCK/IO% - 20% PASSING, INSTALLATION SHALL BE IN ACCORDANCE WITH KGRer-EMAWINC0.1101413E1R.41t 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL 1<E PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY OF TUKUJILA. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL `BE SUITABLY' LOCATED AT, THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF. DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND OTHER OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE - FLOWING. POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TC AN AP'P'ROVED OUTFALL LOCATION. ..• :, , . ,.•. OUTLETS ON EACH LOT SHALL' BE LOCATED WITH A FIVE FOOT HIGH 2 X " STAKE MARKED "STORM" OR "DRAIN.", THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE SECURED TO THE STAKE.