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Home My WebLink AboutPermit D07-225 - HOLDAAS RESIDENCE - GARAGE DEMOLITIONHOLDAAS GARAGE DEMO 4432 S 148 ST D07.225 Parcel No.: 0040000780 Address: 4432 S 148 ST TUKW Suite No: Tenant: Name: HOLDAAS GARAGE DEMO Address: 4432 S 148 ST , TUKWILA WA City-of Tukwila Owner: Name: HOLDAAS TIMOTHY A Address: 4432 S 148TH ST , TUKWILA WA 98168 Phone: Contact Person: Name: TIM HOLDAAS Address: 4432 S 148 ST , TUKWILA WA 98168 Phone: 206 - 246 -1245 Contractor: Name: ACE CONSTRUCTION & LNDSCPG INC Address: 4446 S 131 PL , TUKVVILA WA 98168 Phone: 206 - 246 -4883 Contractor License No: ACECOLI132NP DESCRIPTION OF WORK: DEMOLISH AND REMOVE EXISTING DETACHED GARAGE Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 - 225 Issue Date: 12/05/2007 Permit Expires On: 06/02/2008 Expiration Date: 06/27/2009 Value of Construction: $6,000.00 Fees Collected: $260.48 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: V -B Occupancy per MC: 0026 doc: IBC-10 /06 D07 -225 Printed: 12-05 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Signature: Print Name: doc: IBC-10 /06 //Ai City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us N N Water Main Extension: Water Meter: N Permit Number: D07 -225 Issue Date: 12/05/2007 Permit Expires On: 06/02/2008 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Date: 121 0c)1,1- ed this permit and know the same to be true and correct. All provisions of law and ordinances 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 the perf • ce of w #' authorized to sign and obtain this development permit. Date: / L S — a 7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D07 - 225 Printed: 12 -05 -2007 Parcel No.: 0040000780 Address: Suite No: Tenant: doc: Cond - 10/06 4432 S 148 ST TUKW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us HOLDAAS GARAGE DEMO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: D07 -225 ISSUED 06/21/2007 12/05/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. D07 -225 Printed: 12-05 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: ///- doc: Cond -10/06 Date: / 2 — o S o D07 -225 Printed: 12 -05 -2007 Site Address: Tenant Name: Property Owners Name: Company Name: Contact Person: E -Mail Address: Contact Person: E -Mail Address: CITY OF TUKW/L Community DevelopmenI'epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 3)— /'S . a`�.t1 Mailing Address: 4/ ,1 C.' ' Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** CONTACT PERSON - who do we contact when your permit is ready to be issued Name: //se.0--; Mailing Address: 7r F Z s PE) /g E -Mail Address: 5, , / do, 4.4. 0 G'9'.^ -P GENERAL, CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 7 ° Q:\Applications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh King Co Assessor's Tax No.: 00 — (Dl k0 oPft w „ A - City �-- 2 11 AA Contact Person: E -Mail Address: Contractor Registration Number: Building Pen Mechanical Permit loo. Plumbing/Gas Permit N Public Works Permit No Project No. n Suite Number: tiAt- or Cit New Tenant: 0 .... Yes 0 ..No State Day Telephone: ZQ - p c/4 '/,6 S Zip State Floor: g /b S Zip Fax Number: 2 - 0 4 ” 6 — / 3-4e S Mailing Address: State City Day Telephone: Fax Number: Expiration Date: Zip ARCHITECT OF RECORD -= All plans must be wet stamped by Architect of Record Company Name: Mailing Address: State Zip City Day Telephone: Fax Number: ENGINEER OF RECORD All plans must be wet stamped by Engineer, of Record Company Name: Mailing Address: State City Day Telephone: Fax Number: Zip Page 1 of 6 I ILD.MG PERMIT INFORMATION 206 -431 367 Valuation of Project (contractor's bid pri $ 6"/ i9 , o - Scope of Work (please provide detailed information): Will there be a change in use? 7 Will there be new rack storage? .... Yes 'rov de All Building Areas in ;Square Footage; OW ; I .ddition to Existing Structure PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Fonns- Applications On Line'3 -2006 - Permit Application.doe Revised: 9.2006 bh Existing $wilding Valuation: $ `0 l9- J J 6-0 ❑ .. No If yes, a separate permit and plan submittal will be required. ❑ Yes ❑ No If "yes ", explain: Page 2 of 6 PUBLIC WORKS PERMIT IN IMATION - 206 -433 - 0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill ❑... ValVue 0... Sewer Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards cubic yards Call before you Dig: 1 800 - 424 ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Renton ❑ .. Renton ❑ ...Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation Of Domestic Water ❑ ...Permanent Water Meter Size... 27 WO # ❑ ...Temporary Water Meter Size.. " WO # ❑ ...Water Only Meter Size " WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public _ Private _ ❑ ...Water Main Extension Public _ Private _ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Q:\Applications\Ponna- Appliations On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 3 of 6 Unit Type: Qty Unit Typ • . -. Qty ; Unit TYpe: Boompresso Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 - 3 HP /10 BT U Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: Contact Person: E -Mail Address: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....El Other: Indicate type of mechanical work being installed and the quantity below: Q:Wpplicationsworms- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING ERMIT INFORMATION — 206- 43174 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 5 of 6 e . o ail permits in this Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: / //tG- o / ` l644- Mailing Address: 'Z '/¢' 5 Date Application Accepted: Q: ApplicationsWorms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: k 1 " / - a 7 Day Telephone: 2- 0 — y t — a State Zip City Date Application Expires: i -a -0I Staff Initials: ti/K Page 6 of 6 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Receipt No.: R07 -01190 Initials: WER Payment Date: 06/21/2007 11:07 AM User ID: 1655 Balance: $0.00 City of Tukwila Parcel No.: 0040000780 Permit Number: D07 -225 Address: 4432 S 148 ST TUKW Status: PENDING Suite No: Applied Date: 06/21/2007 Applicant: HOLDAAS GARAGE DEMO Issue Date: Payee: TIMOTHY HOLDAAS TRANSACTION LIST: Type Method Description Amount Payment Check 1644 260.48 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $260.48 155.14 100.84 4.50 Total: $260.48 9572 06/21 9716 TOTAL 260.48 doc: Receiot -06 Printed: 06-21 -2007 Project: _ /1 s r•3 f'�� Type of Inspectioy U f � a/4 Addres : z/4 & 2 5 /� 2,°- Date Called: Special Instructions: Da a Wavle / . Requester: Phone z _z '4 .- /2 v INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. %t! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 R Approved per applicable codes. El Corrections required prior to approval. COMMENTS: j�vrrN 1 7 11/ �mfr :i� / t No.: 'Date: Date: � �/3 /4 B REINSPECTION FEE REQUIRED. Prior to inspection. {ee must be at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. COMMENTS: Type f Inspection: r 2,�- (p v Address: Z. t 5 kfrA ∎ 1 T t icc,s.,‘,43 e__ 21 Si t • 27R5 C i l'is LOT I S C :II x Phone No: Pr ject: o LD r, 5 , mac. Type f Inspection: r 2,�- (p v Address: Z. t 5 .-" Date Called: Special Instructions: --- 4 Date Wante : f 3 Requester // Phone No: INSPE)ION NO. Approved per applicable codes. 'Inspector: INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Va 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- ❑ Corrections r uired prior to approval. Date: t `A tom! D 1 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 11-06 -2007 TIM HOLDAAS 4432 S 148 ST TUKWILA WA 98168 RE: Permit Application No. D07 -225 4432 S 148 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/21/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 12/18/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/18/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall t Technician Permit File No. D07 -225 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D07 -225 DATE: 06 -21 -07 PROJECT NAME: HOLDAAS GARAGE DEMO SITE ADDRESS: 4432 S 148 ST X Original Plan Submittal Response to Correction Letter # Revision # Response to Incomplete Letter # After Permit Issued DEPARTMENTS: 141 Bui df ing Division 'ERMI T COORD COP'S PLAN REVIEW /ROUTING SLIP . 11/6- Fire Prevention t -01X Planning Division Public Works �4 Structural ❑ Permit Coordinator IN VA 6 1/A 1, -a� DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -26 -07 Complete Please Route TUES/THURS RQ`UTING: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete Structural Review Required Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -24 -07 Approved ❑ Approved with Conditions E1 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License ACECOLI132NP Licensee Name ACE CONSTRUCTION & LNDSCPG INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601011608 Ind. Ins. Account Id #5 Business Type CORPORATION Address 1 4446 S 131ST PL Address 2 City TUKWILA County KING State WA Zip 98168 Phone 2062464883 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/17/1987 Expiration Date 6/27/2009 Suspend Date Separation Date Parent Company Previous License ACECO * *164PA Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #5 CBIC 631367 08/23/2001 Until Cancelled $12,000.00 06/27/2002 #4 CBIC 631367 08/23/1998 08/23/2001 $6,000.00 Business Owner Information Name Role Effective Date Expiration Date BECKER, BARRY R 01/01/1980 BECKER, BARRY R AGENT 01/01/1980 Look Up a Contractor, Electri ^ian or Plumber License Detail Page 1 of 3 t Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= ACECOLI132NP 12/05/2007 232:281 .552.13:5_ 1. ALL WORK AND MATERIALS SHALL BE N ACCORDNCE NTH THE LATEST EOI1 N Cr THE CITY OF T1IKNLA STANDARD SPECIFICATIONS AND R'SDOT /APWA STANDARD SPECIFICATIONS. LATEST EDITION. 2. PRIOR TO ANY CONSTRUCTION ACTTATY, TIE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE-CONSTRUCTION CCAKFRENCE NTH OTY OF TUKWILA CONSTRICTION INSPECTION PERSONNEL 3. A COPY OF TEY APPROVED PUNS MUST BE ON THE JOB STE YNEIETRR CONSTRUCTION IS N PROGRESS 4. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED N ACCORDANCE NTH THESE APPROVED PLANS ANY DEVIATION FROM THESE PUNS MEWL REQUIRE APPROVAL FRCS THE OWNER ETIGREER AND APPROPRIATE PUNJC AGENCES. 5. IT SHALL BE THE SOLE RESPONSBIUTY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTMTY. 6. AU. LOCATIONS OF (1051990 DILATES SHORN HEREON NAVE BEEN ESTABLT9ED BY FEED SURVEY OR OBIANED FROM AVAILABLE RECCRD5 AND SHOULD TICHL>VR BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS TIC SOLE RE'4ISNIUTY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS 940WN ANO TO FURTER DISCOVER AND AY00 ANY OTHER MUTES NOT 9909N HEREON IM409 MAT BE AFFECTED BY PC ILPLEMENIATN OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTUTES LOCATION SERVICE (1- 800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. TIC OTHER OR HIS REPRESENTATIVE AND THE DIRECTOR SHALL BE CONTACTED MMEDIAT0.Y F A CONFLICT CASTS. 7. ALL STORM DRAINAGE STRUCTURES. AS DESIGNATED N THE PLANS. SHALL BE ONE Cr THE POLLOVIIN0 A. YARD DRAIN - ASSOCIATED SAND AND /RAVEL CB -10, OR EQUAL B . NUT - APWA STANDARD PLANS 11-48, A5500A1ED SAND AND GRAVEL CB -17. OR EQUAL. C. TYPE I -C CATCH BASIN - ASSOCIATED SAND AND GRAVEL CB -15, OR EQUAL D. TYPE 1-1) CATCH BASIN - ASSOCIATED SAND AND GRAVEL CB-6, OR EQUAL E. TYPE 9 -48 NCN CATCH BASH - (NTT MINIMUM 24 INDIES DEEP SUMP BELOW INVERT). ASSOCIATED SAND AND GRAVEL C11-19, OR (DUAL. F. TYPE 9 -54 NCH CATCH BASIN - (WITH MINIMUM 24 WOES DEEP SUMP BELOW PIPE INVERT), ASSOCIATED SAND AND GRAVEL 54 NOSES PRECAST CATCH BASIN. OR EQUAL C. TYPE 9 -72 1101 CATCH BASIN - (NN TA AN 24 NOES DEEP 9IMP BELOW PIPE INVERT). ASSOOATED SAND ANO GRAVEL 72 INCH PRECAST CATCH BASIN. OR EQUAL. H. SPECIAL CATCH BASINS OR DRAINAGE STRUCTURES SHALL BE AS DETAILED N THESE PLANS. NOM ALL UNIT COVERS SHALL BE PER OTY OF TUKWILA STANDARDS AND ALL STRUCTURES DEEPER THAN FIVE FUT (IM TO INVERT) SHALL BE TYPE I AND EQUIPPED WITH SAFETY MANHOLE STEPS OR A MANHOLE LADDER. PER CITY Cr TUKWILA STANDARDS. 8. ALL FRAMES. GRATES AND/OR SOLID COVERS SHALL BE CAST RON OR DVCTU PION AND SHALL WET OTY OF YUROWLA STANDARDS. A. STANDARD FRAME AND GRATE - OLYMPIC FOUNDRY CO. NO SM60 D/T OR EQUAL 8. SELFi1ACK9D VANED CRATE - 0.YWPIQ FOUNDRY CO NO. SM50 -9. OR EQUAL C. SCUD, LOCKNG, RECTANGULAR COVER - 0.Y APIC FOUNDRY CO. N0. 40605 D/T CR EQUAL D SOLD. LOCKING, ROUND COVER - 0.YMP10 MICR? CO. NO. 10430 D/T. MH36 W/T RESPECTIVELY OR EQUAL NOTE:. ALL CRATES S4.1 BE MARKED 'CUTTALL TO STREAM - DUMP NO POLLUTANTS' ALL 50.D COVERS SHALL BE MARRED 'DRAW. ALL GRATES SHALL BE DEPRESSED 004 FEET FROM AIRRONO140 CURB OR PAVEMENT TO INSURE ADEQUATE DRAINAGE. [ANTRAL NOTES 1. AU. WORK AND MATERIALS SHALL BE N ACCORDANCE NTH THE LATEST EDITION OF THE CITY OF TUKWILA STANDARD SPECIFICATIONS. AND WSDOT /APWA STANDARD SPEC1ICA11N; LATEST EDITION. 2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE- CONSTRUC1ICN CONFERENCE NM THE OTY OF TUKWILA CONSTRUCTION NSPECTKN PERSONNEL 3. AN APPROVED PLAN SET MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS N PROGRESS. 4. AU. STE WORK IMPROVEMENTS SHALL BE CONSTRUCTED N ACCORDANCE NTH APPROVED PLANS MY DEVIATOR FROM APPROVED PLANS NU. REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES. 5. IT SHALL BE THE SOLE RESPON9BNTY or THE CONTRACTOR TO OBTAIN STREET USE AND ANT OTHER RELATED FERMIS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. AU. LOCATIONS OF EWSTNG UTILITIES 940RN HEREON HAVE BEEN ESTABUSHED BY FIELD SURVEY CO 08TAINED FROM AVAILABLE RECORDS AND 9HOU115 T11EREFGRE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSERLITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OINER UTUTIES NOT 940044 HEREON TANN MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UNDERGROUIIO UTUTIES LOCATION SERVICE (1- 800- 424-5555) AT LEAST 48 HOURS MICR TO CONSTRUCTION. THE OWNER OR IS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY F CONFLICTS EXIST. 7. LOCATIONS OR ROADWAYS, BUILDINGS. AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE IMPROVEMENT AND STRUCTURE LOCATIONS SHALL BE FIELD SET BY THE SURVEYOR/ENCNEER AS REWIRED. 8. ANY APPROVED CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE NTH CITY OF TUKWILA STANDARDS ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG NEAT, CONTINUOUS, SAWED. OR YNEEL CUT LIMES. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACDILL AND COMPACTION. THIS EXISTING ROAD SHALL BE REPLACED WITH AT LEAST 3 INCHES OF COMPACTED CI. B' ASPHALT CONCRETE. 6' CRUSHED ROCK SURFACING TOP COURSE ( NCI MINUS). AS REQUIRED DEPENDENT UPON A SOILS ENGINEER'S RECOMMENDATION AND TESTS. IN NO CASE SHALL THE REPLACEMENT RE LESS THAN THE EXISTING SECTION. I. OLYMPIC FOUNDRY SE1F -100( VANED GRATE SM505SL IS ACCEPTABLE ALTERNATIVE SURJECT TO APPROVAL BY ENGINEER. 2. USE NTH TWO LOCIG BOLTS 5/8 11 UNC -2A STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS 2' LONG. IF SPECIFIED. NOTE 9.0T DETAIL. 3. MATERIAL IS DUCTILE IRON AST I A5336 GRADE BO 55-06. 4. 'OUTFALL TO STREAM - DUMP NO POLLUTANTS' MAY BE LOCATED ON BORDER AREA. PORTION OF THE NW 1/4, OF THE NE 1/4 OF SEC. 22, TWN.23 N., RNG 4 E., WM CITY OF TUKWILA., WASHINGTON OVERFLOW ELEV. - 285500 ELEV■284.25 PIPE SUPPRT(3 3'X090 CAGE BOLTED OR IMBEDDED 2' N WALL AT MAX Y SPADN0. MIN. ONE SUPPORT. NV- 281.75 I' SECTION Or PIPE ATTACHED BY CASKETED BAND TO ALLOW REMOVAL 3/4' ORIFICE 12. CONSTRUCTION OF DEWAIERNG (GROUNDWATER INTERCEPTOR) SYSTEMS SHALL BE IN ACCORDANCE VAN THE APWA STANDARD SPEOFICATIONS. SECTION 61 -3.02. LOCKING GRATE RIM.287.D! CB NO. 1.54'-TYPE It OIL/WATER SEPARATOR NTS 9. AU. STORM DRAM PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLONNO MATERIALS UNLESS ODHERMASE SPECIFIED IN THE PLANS. AU. PIPE JONTS MUST BE GASIFIED WATER TIGHT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. AU. PIPE SHALL HAVE A MINIMUM COVER AS SPECIFIED AND 94N1 BE ADEQUATELY PROTECTED W0NG CONSTRUCTION (REFER TO TIC MANUFACTURER'S RECOMMENDATIONS FOR MMYUY COVER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE NON - 4 INCH THROUGH 14 INO4 DIAMETER PIPE SHALL BE CLASS 50 AND 16 1101 THROUGH 24 INCH DIAMETER PIPE SHALL: BE CLASS 50. ALL N ACCORDANCE NTT USA STANDARD A- 21.1 (ARRA C -51). ALL JOINTS SHALL BE NOSH -ON , MECHANICAL. CR FLANGED (6' MIN. COVER). B. CONCRETE - 4 11401 THRQUCH 18 INCH DIAWIER PIPE SHALL BE NON - REINFORCED. BELL MN SPIGOT V4114 RUBBER GASKET JOINTS, CONFORMING TO ASTM C -4 (CLASS 9) 21 NCH THROUGH 36 NOI DIAMETER PIPE SHAM BE REINORCED. BELL AND SPIGOT NTH RUBBER CASKET JOINTS. CONFORMING TO ASIA C -76. (2 FT. MN COVER). C. CPEP - SMOOTH INTERIOR PIPE AND FITTINGS SHALL BE MANOFACIURED FROM taw DENSITY P0.YETHYLENE RESIN LARCH SNARL MEET OR EXCEED PER AST I D1248. N ADOTON, THE PIPE SHALL COMPLY 001/4 AU. MATERIAL AND STIFFNESS REQUIREMENTS OF AASHTO M294. (ADS N -12 OR EQUAL). 10. ALL PIPE BEDDING SNAIL BE APWA TYRE 'F' FOR FLEXIBLE PPE (I.E. PVC, SAP OR ADS). AU. RI0D PIPE (I.E DUCTILE RON OR CONCRETE) BEDDING SHALL BE APWA TYPE 'B' MR PIPE COVER GREATER THAN 36 INCHES OR APWA TYPE 'E FOR PIPE COVER LESS THAN 36 NOTE; BEDDING MATERIAL SHALL BE 5/8' MINUS CRUSHED ROUX ONLY FOR AU. PIPE EXCEPT FOR DUCTILE IRON. 11. AU. TRENOI BACKFRL IN AREAS OF FUTURE PAVEMENT OR STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY PER ASTI D 1557 -70 (MODIFIED PROCTOR) ALL OTHER AREAS SHALL BE COMPACTED TO 90 PERCENT MINIMUM. 13. THE CONTRACTOR 91µL KEEP OFF -STE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING THESE STREETS HILL NOT BE ALLOWED 00114007 PRIOR CITY OF TUKNIA APPROVAL. 14. PRIOR TO ACCEPTANCE OF CONSTRUCTOR AND/OR ISSUANCE OF OCCUPANCY PERMITS. SURVEYOR CERTIFIES AS -BURT MYLAR DRAWINGS NAST BE PREPARED OF ALL STORM DRAINAGE FACTURES. 15. ALL R/D FACULTIES NI.L BE INSTALLED AND IN OPERATION PRIOR TO OR N CONJUNCTION NTH ALL CONSTRUCTION ACTIVITY UNLESS THAT ACTIVITY EXCEEDS THE CAPAOTY AND INTENT OF THE EROSION/SEDIMENTATION CONTROL FACULTY OR UNLESS OTHENNSE APPROVED BY THE OTT. STEPS OR STEEL LADDER. SEE DWG 2 -006 CLEANOUT GATE SEE DWG. NO. 2 -026 NV- 281.75 NOTES 1. PIPE SIZES AND A 2. OUTLET CAPAOTY: NOT LESS THAN COMBINED 9XETS. 3. EXCEPT AS 9H09N OR NOTED. MATS SHALL BE CONSTRUCTED N ACCORDANCE VAN TIE REQUIREMENTS FOR CATCH BASH TYPE 2, 54' MIN. OAM. 4. • PIPE SUPPORTS AND RESTRCTOR/SEPARATOR SHALL BE Cr SAME MATERIAL. ANO BE ANCHORED AT Y MAX SPADING BY S/8' DAM. STARLESS STEEL EXPAN9ON BOLTS OR EMBEDDED 2' IN WALL. 5. THE RESTRICIOR/SEPARATOR SHALL BE PABRICTED FROM .060' ALUMINUM. OR .064' ALUMINIZED STEEL OR .064• GALVANIZED STEEL PIPE: N ACCORDANCE NTT AASHIO M 36. M 196, M 197 AND M 274. GALVANIZED STEEL STALL HAVE TREATMENT 1. 6. 0.3111T SHALL BE CONNECTED TO CULVERT OR SERER PIPE NTH A STANDARD COUPLING BAND FOR CORRUGATED METAL UPC. CR .ROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL BE THE SAME PAL. AS TIE NORIZONTS. OUTLET PIPE. NTH AN I YIN. CAM. 8. FRAME AND LADDER OR STEPS OFFSET 50 THAT. A. CLEANOUT GATE IS VISIBLE FROM TOP. B. 0.108 DOWN SPACE IS CUM Cr RISER AND =AWAIT GTE C. RAW IS CLEAR OF CURB. 9. F METAL OUTLET PPE CONNECTS TO CEMENT CONCRETE PPE: OUTLET PIPE TO HAVE SMOOTH OD. EQUAL TO CONCRETE PIPE ID. LESS 1/4 10. MILT - ORIFICE 08OW5 MAY BE LOCATED AS SHORN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE . LEGAL DESCRIPTION LOTS A AND B Cr OTT OF TUKWILA LOT LINE ADJUSTMENT NO. 194 -0094 RECORDED UNDER REC. NO. 9501531007, RECORDS Or KING COUNTY, WA94NGTCH LESS NE FOLLOWING PORTION THEREOF: BEGINNING AT THE SOUTHEAST CORNER Of SAID LOT B: THENCE ALONG THE SOUTH LIMP THEREOF AND THE SOUTH LINE Cr LOT A NORTH 8859 NEST 100.34 FEET. THENCE NORTH 0090'32' EAST 106.57 FEET THENCE SOUTH 8659'53' EAST 100.34 FEET TO THE EAST UNE OF SAID LOT It THENCE SOUTH 00'00'32' WEST 108.57 FEET TO THE PENT OF (CONNING AU. 8ERN0 STATED IN THE NW 1/4 OF THE NE 1/4 OF SECTOR 22, TOWNSHIP 23 NORTH. RANCE • EAST, W.M. KING COUNTY. WA9INCTON. n . , ,• � � • •- • I / c1 =� prior appr° - tnade r`e cr �;�;� g� all be � �,ivws:en Sit II reAulre ntvitaa to . , Revisions and N 1� IStd upe additional plan rev MK Plan appr!vai • of construction the ' 9 • cf a ny aooep of :. 9I I - 6 Field LOT 2 \ \ • I. • • \ I C 1CRETE HO c::-/ €' 5 300 ?ri.�.A PAD, :`i.`.r OF `II ! C N G R S , E •F � HOUSE '. W LL FF- 30kk, ? > � �� J \' ` 1 I1 11l / 10'.42 SD • 0.501: ( -SEE DETAX 1 \ DC(PA EWDINC LOT �I 9I \ \ \ RECORDINC`0F 9 \ • \ BMA) 6 \ \ \ \ \ \ I s 2.7 LT \ a / 7HIYPE 1 V T I , LOCKRIO VANED GRATE s RIM- 29145\ NV.269.55 V NV -2950 N. 25' NTS I SAWCUT A MATCH EXI5TNC E(D.P. TO REMAIN 2' CLASS TB' ASPHALT COOMETE 2 1 1/2' - 5/8" COMPACTECI DEPTH CRUSHED CI SURFACING TOP COURSE 5' 2 1/2' - 1 1/4' COMPA SURF A CNC BASE 2' CLASS 'B' ASPHALT CONCRETE 2' IR 1 FAEIN 1//Y D - T S BCO' COMP URSE ACTED DEPTH CRUSHED W s SUR • 2 FAO 1 ND - BA 1 SE CO 1/4' URSE COMPACTED DEPTH CRUSHED 24' MIN. COMPACTED DEPTH STRUCTURAL FILL TRACT 'B' PRIVATE ACCESS TAX # 0040000781 ,, ( I TAX # 0040000782, YEP -293.6 , TOE.286.0 K . COMBINATON LEVEL 2 DETENTION POND AND BAST WATER/OUAUTY WET PONQ CONTROL MANHOLE TYPE 9 -54' W/ SCUD LOCKNG•LID IM ■287.0 O.F..2U300 NV -DHVT3 RI EX CB M- 282... NV.27I.78 412 -w) \ 23' -T I - .R_ 12_D ' _'�� I' N SD •3.26 CONNECT TO EX CO I 40:12' SO • 3.051E I --I- 6' ASPHALT RAMP DORTN AT ' A s�OP SIDEWALK. � E X . 55 MH - •r• R1M ■282.2 NV.27175 (8 -E) NV-273.7O (B'PVC -W) I \ 112.59' 1 5 \ \ \ I I \ \ I LOT 3 \. ,I . ":: 1S: ' ; V \ VOL. 11, PG .31 \ TAX #\00400007 LI N(t \ \ t f N. a ee7 0 HAI N N ee�rl o w 12 45\\ I 2a 1 .198 SO. FT J I 0.0 LIT LIME ` \ _- D I OVER • G > L \ 1 \\ ( ',9994 � \ \ \ -' GA L A L • o.s C'.. .•.• R - \ 94 • I 0.511 IAN /w I I LK_ IK]C11.� 7 STA. 1+19. 1 CB,6, TYPE I RM.285.O* (MATCH GUTTER) INV.281.00 STA. 2 +13. 14.221T of 5, TYPE I 8111.294.3 MATOI GUTTER) 22& 1 Perlt NO. ST g \ Call before you 1-800-424-5555 UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. ITS COSTLY EX. 55MH R10.299.S2 INV.292.37 (3 -ENE) NV.262.32 (6'PVC -W) NOTE: and omissioni • doffs not YIY •I�.: ( :..4 /! /,X 'A►i �; �it 3 +00 I I V /I 9 6'WOOD FENCE ON TOP OF 1, CONC WALL 0 6 10 20 1 ... • '" ,- 20' i EVIEWED FOR - DE COMPLIANCE \ PP .OVE � JUN 2 9 2007 ..ity CT Tukwila SI _ ti Er IJUN 21 2001 PERMIT DENTE EXISTING UTILITY LOCATIONS 910NN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF AU. EXISTING UNDER - . GROUND UTUTES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTIUT1ES ARE 590911 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTUTES NOT 5409N OR UTUTES NOT SHORN IN THEIR PROPER LOCATION. CALL BEFORE YOU PO 1- 600 - 424 -5555. 0 U m K V E 0 ots r qt •E 5- E. F 5 ti CO 6 DATE 51/01/05 JOB N0.7207 -001 DWG NO. 2237- 001 -ENG SHEET 1 of 4