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Permit D06-303 - Jackson Short Plat - Pile Wall
JACKSON SHORT PLAT 14709 56 AV S FX°IRM 0849 -07 D06 -303 Parcel No.: 1157200170 Address: 14709 56 AV 8 TUKW Suite No: Tenant: Name: JACKSON SHORT PLAT Address: 147XX 56 AV S , TUKWILA WA Owner: Name: JOHAL KARNAIL +SINGH GURPA Address: 17818 NE 118 ST , REDMOND WA 98052 Phone: Contact Person: Name: JOSEPH WU Address: PO BOX 33628 , SEATTLE WA 98133 Phone: 206427 -9118 Contractor: Name: Address: Phone: Contractor License No: City of Tukwila Value of Construction: Type of Fire Protection: Type of Construction: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: //www.ci.tukwila.wa.us DESCRIPTION OF WORK: CONSTRUCT A SOLDIER PILE WALL TO STABJ1.I7F THE EXISTING ECOLOGY BLOCK WALL AND RECYCLED CONCRETE FILL SLOPE THAT SUPPORT A HAMMERHEAD TURNAROUND. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, AND STORM DRAINAGE. $18,000.00 DEVELOPMENT PERMIT Permit Number: D06 -303 Issue Date: 03/02/2007 Permit Expires On: 08/29/2007 Fees Collected: $904.21 International Building Code Edition: 2003 Occupancy per IBC: 0026 * *continued on next page ** Expiration Date: Steven M. Mullet, Mayor Steve Lancaster, Director doc: IBC -10/06 D06.303 Printed: 03-02 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. FiII 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non- Profit: N Water Main Extension: N Private: Public: Water Meter: N Signature: P 7114. Print Name: K q w 4 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 S. ✓on — r Permit Number: DO6 -303 Issue Date: 03/02/2007 Permit Expires On: 08/29/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Center Authorized Signature: (21- Date: 0d/6 ? /O I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Date: /7Aifici/ 2 Al2._erD 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. doc: IBC -10/06 D06 -303 Printed: 03-02-2007 Parcel No.: 1157200170 Address: Suite No: Tenant: 14709 56 AV 5 TUKW JACKSON SHORT PLAT 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D06 -303 ISSUED 08/04/2006 03/02/2007 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. S: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: 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. 10: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 11: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (208)433 - 0179 of conunencement and completion of work at least 24 hours in advance. 12: Any material spilled onto any street shall be cleaned up immediately. 13: The site shall have permanent erosion control measures in place as soon as possible after final work has been completed and prior to the Final Inspection. 14: Storm drainage system shall comply with geotechnical study by Pioneer Engineering, Inc., dated June 7, 2006. doc: Cond -10 /06 D06 -303 Printed: 03-02 -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 * *continued on next page ** doc: Cond -10 /06 D06.303 Printed: 03 -02 -2007 Signature: doc: Cond -10/06 ICJ fittA 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. Print Name: kigr r A l C 5 ' "ran Date: N/1 "17/2/ /ZFTO D06 -303 Printed: 03-02 -2007 King Co Assessor's Tax No.: 1 1 5 7a 00 / 7a Site Address: I4 — 56" AVE. SOUTH , TUKWILA, W Number: Floor: New Tenant: ❑ .... Yes Tenant Name: Property Owners Name: MCAR 5. TDfLAL Mailing Address: I7331S ME (167“ STRUT Name: KARNAIL 5. ToflAL Mailing Address: 17RLS NE 116 STREET E -Mail Address: Company Name: Mailing Address: I4 "I — ►GIN STRArr tA6 Contact Person: E -Mail Address: Contractor Registration Number: PMIORG -!t 4 0F1 Company Name: Mailing Address: Contact Person: E -Mail Address: Mailing Address: CITY OF TUKWILA Community Developme. epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 . http://www.ci.tukwila.wa.us 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 ** DMZ Iv T14 Company Name:_ NP:FR Tu6itj ECRIN4 , ltic P 0. Box 336a8 Contact Person: SOSiPH tor E -Mail Address: y kwk PP Yaheo . to w Q \ApplicationsWorns-Appliations On Line \3 -2®6 - Permit Application dot Revised: 4 -2006 bh KEDMouD Cit Day Telephone: REDMou.D City Fax Number: 5UMN&R City Day Telephone: Fax Number: Expiration Date: WA �..No 9805a State Zip (?o6) 4-78- ei /538 vt7.4, 4/805a State Zip ( doh) 439 — 7007 GE 10.14 CONTRACTOR IN 'ORMATIUr (Contractor Information for Mecboa'isal (p$.4) for Plumbing ap as P9p wA gen° State Zip (s;) 891- 1311 (353) $16- 9674 6 1o4 D7 State Zip City Day Telephone: Fax Number: ENGINEER OF RECORD - i plans mu b et stamped 6 Engineer f`lt SEATTLE City Day Telephone: Fax Number: WA 4 /0133 State Zip ( »D6) 417 - Quo (sob) 306 #11a. Page 1 of 6 Valuation of Project (contractor's bid price): $ 1G1 000 Existing Building Valuation: $ I�7 Scope of Work (please provide detailed information): GOAS'jRuGT A SALD( P /L1 W i . "t o STABILIZE: THE t M5Tl tcoLoAy BLorl< WALL AOD RECYCLED CoMCRE'TE ALL Scope 'ftfA 4upp»RT A ffAMMNlAD 7ZIRNAgrnina p . Will there be new rack storage? ❑ .. Yes INo (If yes, a separate permit and plan submittal will be required) la Floor 2"n Floor 3`" Floor .. Floo Basement .. AccessoryStritcttite AttaGlred_ ... Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Existing PLANNIIYG DIVISION: Single family building footprint (area o i e foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inchesl *For an Accessory dwelling, provi t the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation • • t shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls • '. vided: Standard: Compact: Handicap: Will there be a change ' se? D ....Yes ❑ ..No If "yes", explain: FIRE PROTECT a N/HAZARDOUS MATERIALS: D.. Spri • ers 0..Automatic Fire Alarm ❑..None 0.Other (specify) Will there b storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes o..No If' ye , attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and itlater{al Safety Data Sheets. SEPT 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 Upplintimu'Fomn- Applications On LineU -2006 - Permit Application.doc Mists: 4-2006 bb Provide All Building Areas in Square FootageBelow. ; nterior RemadM ddition to Ming tui"e e e of T:tPeflf Construction Occupancy per RiC IBC`- Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION - 206- 433 -0179 Scope of Work (please provide detailed innormation): CO&1s' jcT A Soo( pi/ E WA(( 7Q STABfuZE 1HE Vf4r11j6 Flattery Rork von. AND REeyc&FD CMYRPTE 'NJ . &npf THAT 4upps A fi AMNIA FIE-AD Tit (WA POrr b. Water District ❑...Tukwila 0... Water District #I25 ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑ ...Sewer Use Certificate ` Su fitted with Application (mark boxes which ply): C ivil ap Plans (Maximum Paper Size x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours % ❑ ghtof -way Use - No Disturbance ...Construction/Excavation/Fill - Right -of -way � Non Right-of-way ❑...Total Cut cubic yards ❑...Total Fill cubic yards ❑...Sanitary Side Sewer ❑...Cap or Remove Utilities ❑...Frontage Improvements ❑ Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑... ValVue 0. . Sewer Availability Provided ❑• ❑• ❑• ❑• Q:1ApplicntioneWotme- Appliwions On Linc 3 -2006 -Permit Applicetion.doc Revised: 42006 bh Call before you Dig: 1- 800424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line Private Private ❑ .. Highline t<Geotechnicai Report ❑ .. Maintenance Agreement(s) ❑ ,Work in Flood Zone Storm Drainage Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ ...Renton ❑..Renton ❑...Seattle ❑ .. Approved Septic Plans Provided ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) o ... Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: -- Qty Unit Type: Qty/ Unit Type: _ Qty : Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM / Fire Damper Diffuser 0-3 HP /100,000 BTU 3-15 HP /500,000 BTU Fumace>100K BTU Evaporator Cooler Floor Furnace Ventilation Fan Connecte 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 Water Heater 50+ HP/I,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator • mestic Emergency Generator Air Handling Unit <10,000 CFM Incine or — Comm/Ind Other Mechanical Equipment MECHANICAL CONTRACTOR INFORMATIQN • Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Da --: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....D Other: Indicate type of mechanical work being installed and the quantity b • ow: Q:WpplicstionsWonne- Application, On Line 3- 2006 - Petmit Application.doc Revised: 0 -2006 bb Tight.= 2$ Page of Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower . Drinking fountain or w er cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinde commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, sin • e head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain ater system — per d :' (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors ' pair or alteration of water t iping 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 Additional medical gas inlets/outlets — six or more ` PLUMBING AND GAS PIPING PERMIT INFORMATION-206-43j-M70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Indicate type of plumbing fixtures and/or gas piping outlets ing installed and the quantity below: QMpplimiom\Fam - Applications On Linet3-2005 - Permit Applicstion.doe Revised. 4-2006 bit Day Te1e •- one: Fax N t ber: Ex • ation Date: Page 5 of 6 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: ' 10$tpH W ti Mailing Address: p. 0. 130X 33/7. Date Application Expires: 2 - f -0? I Date Application Accepted: 3-.�t.e 4)F Q:Upplicatbm\Fomu- Applications On Line V •2006 - Permit Application doc Revised: 4-2006 bh Date: S 1 4 1 ob Day Telephone: ()od) 4 a7 " Ci (Y 6 Sb4nCE WA ?8(33 City State Zip Staff In' 'als: Page 6 of 6 QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 523.50 101 -1,000 537.00 1,001 - 10,000 549.25 10,001 - 100,000 549.25 for l 10,000, PLUS 524.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 5269.75 for I 100,000, PLUS 513.25 for each additional 10,000 or faction thereof. 200,001 or more 5402.25 for I 200,000, PLUS 57.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME —IA Ck5 6i �.s NIA L) SFr_ PERMIT # 1S O A -303 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water /Se lvi.F. ITS / O o Road/Parkin: ccess A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than 5200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C +D) 5. Enter total excavation volume cubic yards Enter total fill volume — cubic yards 4%000 25 m $ Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4 +5) $ 27 5 The Plan Review and Approval fees cover TWO reviews: I) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 jiZ50 ( 1) S (5) (4) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1° 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ 2 S (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. Approved 09.25.02 Lest Revised Jan. 2006 2 $ (8) WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 — 12.31.2006 Total Fee 0.75 5600 $4648 $5248 1 *1100 511620 512720 1.5 $2400 $23240 525640 2 *2800 $37184 $39984 3 *4400 *74368 578768 4 57800 5116200 $131790 6 512500 5232400 $244900 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ G. Other Fees $ Total A through G $ DUE WHEN PERMIT IS ISSUED (6 +7 +8+9 +10) $ Z S 1 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Last Revised Jan. 2006 0.75" 2.5" 5300 51,000 Temporary Meter 3 814/ (10) Parcel No.: 1157200170 Address: 14709 56 AV S TUKW Suite No: Applicant: JACKSON SHORT PLAT Payee: ICARNAIL3JOHAL ACCOUNT ITEM LIST: Description BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 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 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 RECEIPT Receipt No.: R07 -00311 Payment Amount: $667.96 Initials: LAW Payment Date: 03/02/2007 04:17 PM User ID: 1632 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 1242 667.96 Account Code Current Pmts 363.46 250.00 25.00 25.00 4.50 Total: $667.96 Permit Number: D06 -303 Status: APPROVED Applied Date: 08/04/2006 Issue Date: 5606 03 /05 9716 TOTAL 667.96 doc: Receiot -06 Printed: 03-02 -2007 Payee: PIONEER ENGINEERING INC ACCOUNT ITEM LIST: Description Current Pmts City of 'i-ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1157200170 Address' 14709 56 AV S TUKW Suite No: Applicant: JACKSON SHORT PLAT TRANSACTION LIST: Type Method Description Amount PLAN CHECK - NONRES RECEIPT Receipt No.: R06 -01193 Payment Amount: 236.25 Initials: BLH Payment Date: 08/04/2006 01:51 PM User ID: ADMIN Balance: $367.96 Payment Check 263 236.25 Account Code 000/345.830 236.25 Permit Number: D06 -303 Status: PENDING Applied Date: 08/04/2006 Issue Date: Total: 236.25 08/0 971 TOTAL doc: Receipt Pdnted: 08-04 -2006 Pica t c. DESIGN CALCULATIONS SOLDIER PILE SHORING WALL JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON EXPIRES 12t29/Qoo$ By PIONEER ENGINEERING, INC. P. O. BOX 33628 SEATTLE, WA 98133 January 19, 2007 CITYOFTUKWILA JAN 252007 PERMITCENTER Permit No. N CODE COMPLIANCE E FEB 2 6 2007 Of BUILDING DIVI Tukwila CORRECTION LTR# 2- Pt l¢-3U3 ¢AEtE I of /f EXIST. GRADE 300D PSF • • { • 16' FINISH GRADE 111E111E11 t 40(H +D) PSF1 Not to Scale coin. eaLoce TRAFFIC LOAD = 240 PSF 4 Notes: 1. The active soil pressure should act on one pile- spacing above the excavation line and one pile-diameter below. 2. The passive soil pressure should act on one pile spacing or two pile-diameters, whichever is less. 3. One half of the active soil pressure is used for timber lagging to account for the soil arching effect. 4. Soil strength of the top 3 feet is neglected for the presence of random fill. 5. Traffic load is neglected in design. PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science • Water Resources DESIGN LATERAL SOIL PRESSURES JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. G619 I DATE 1/19/07 FIGURE 1 PIONEER ENGINEERING, INC. P. 0. Box 33628 Seattle, Washington 98133 Phone: (206) 427 -9118 Fax: (206) 306-2982 Project: 3Ac yip t� S -I o 127 RAT Date: Sheet 01 By: of JW 4- H nuvnrlm v� ' hgGx Re4d USE J I 3 PC? limit's 1 , '1 = 1'16.5 PFF ).1.5 (7, 418'+ ( 5' /'3) = .2g2,65 1e1 5 = - gi,o50 _ 5 (is,) 105.14- in < 117 W ILX 61 L= 1,5 x I' ' 22,5 Ht= R''1d44 hILE SPAOM - 5 FA= 5' lotoy-0) (I')' - It.9 v=o U 'P = 6.92 Mn.ax = (6.9 ( 6.92'+ (3 j3) = Igo. 1 -14 z.e ol 5 = Igo.lB(► I) 68.53 ih -5 < 7a.7 33.3 U4L ) 16x 45 1_ 1.5 >< 13' = 19.51 A572 ST EL BEAM Pia SPACIM. = 5' PILE Itoiz = -/-1- S� = I• , + 3' Eck = 5` (0,04 -o) 2Z. 4 1 ox c V =0(Q a Tors' C PIONEER ENGINEERING, INC. P. 0. Box 33628 Seattle, Washington 98133 Phone: (206) 427 -9118 Fax: (206) 306-2982 Project: 3AC1 4 5t1 31+0WT RAT Date: Sheet 01/19/07 By: 3 of J W 4 H'= (.- 3' , PILE 4pAcw = 5' To, = s ( o,otto) c l'1 - 124 V Vro (6 E t 5.46' lvlbtm = 12.I 5.466'+ 4-) = 115, 3/_I1 14(0 S 115,3 ( ►2) _ ¢I.5 i ; < 33.3 -4pit \AI 16x 3l L= I,Sx II' = 16,5' H1= H 9 , pll_E SpAc.1140; s' Fa 5 (otutto) = 0.1 V =0 MntAx = g.'t: (4.77a f) _ '6o.1f -14 47,2 ■h (01c) 170,430 5 = )3.3 X21.$ tfri < 2.61 k Cott ) Ut4E w 14xn • l_= I.sx G' " H -t 3 - 1 1 USE W 14X12 ore spAUN& = s' PIONEER ENGINEERING, INC. P. O. Box 33628 Seattle, Washington 98133 Phone: (206) 427 -9118 Fax: (206) 306-2982 Project: Date: Sheet 3; ow tj+vRT PLAT 01//407 By: 1+ of JW 4 71MRR LA&iiWCj 11• K '--3` - 1 2: -ch: (tzx4o) lo.S)(5) Ct — 3q1 $ Psi eSoPSi =fib 0 ( zz, q6q ) Col< ) U5E PR655ua.&- - TfAflb 2 1 - X12 HAM- TIR rl o, 2 PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science • Water Resources Mr. Karnail Johal 17818 NE 116 Street Redmond, WA paw - • c Subject: Geote&hnical Engineering Study Jackson Short Plat 147xx - 56 Avenue South Tukwila, Was PEI Project No. G619 June 7, 2006 FILE COPY Permit No. SUMMARY The proposed development for the site is to construct a single - family residence on each of the four subdivided Tots. Currently, utilities and an access roadway with a hammerhead tumaround are completed at the site. An ecology block wall with an upper 2H:1V recycled concrete fill slope supporting the turnaround will be further revamped to improve overall stability. Subsurface conditions of the site were explored with five backhoe test pits and one hand -dug test pit. About 2 to 4 feet of non - documented, random fill was first encountered below the existing grade, underlain by medium -dense to dense glacial till soils. Conventional footing foundations bearing on glacial till soils should be able to support all proposed buildings. The stability of the ecology block wall can be improved by installing weep holes in the wall and a soldier pile (steel beam) wall with timber lagging in the wall's close downslope area. Geotechnical recommendations for site grading and earthwork, floors, pavements, utilities, drainage, building setback, and other topics required by the City are also addressed in this report. P. 0. Box 33628, Seattle, WA 98133 Phone: (206)427 -9118• Fax: (206) 306 -2982 Permit No. PW03 -005 :x ;t REVIEWED FOR CODE COMPLIANCE nnen"cl FEB 2 6 Mg BULL Of Tukwila NG DIVISION RECEIVED CrrYOFTUKWILA AUG 0 4 2006 PERWT CENTER Po.3o3 June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 2 INTRODUCTION OVERVIEW The general location of the site is shown on Figure 1 - Vicinity Map. According to a topographic survey plan, prepared by Baseline Engineering, Inc., dated November 19, 2003, the site with a parcel No. 1157200170 is located in a portion of the NE quarter of the NW quarter of Section 23, Township 23 North, Range 4 East, W.M., Washington. The legal description defining the boundary and coverage area of the site is as follows: The west 300 feet of Lot 17, Brookvale Garden Tracts, according to the plat thereof recorded in Volume 10 of Plats, Page 47, in King County, Washington, except the north 93 feet of the east 130 feet of the west 270 feet of said Lot 17. (Also known as Parcel 8, City of Tukwila Boundary Line Adjustment Number L2000 -022, recorded under Recording No. 20000626900003) BACKGROUND The site is an undeveloped property, situated near the top of a slope descending westerly. We understand the site encompasses four urban lots and an access roadway with a hammerhead tumaround. A two-story wooded structure with an attached garage will likely be a proposed building to be constructed on each lot, with its lowest floor's slab poured on grade and optional crawl space. PURPOSE AND SCOPE OF SERVICES The purpose of this geotechnical engineering study is to characterize the subsurface soil and groundwater conditions by test pit and test hole explorations, and use such information obtained to provide recommendations for the proposed development of new residential dwelling units and for the stability improvement of the hammerhead tumaround. To achieve the purpose, the scope of our services specifically comprises the following items: 1. Conduct subsurface exploration with five test pits and one test hole to a depth of about 10 feet or to bearing soils, whichever is reached first. The soils encountered will be visually classified. 2. Evaluate the stability of the supporting system for the hammerhead turnaround, and provide recommendations for necessary measures to revamp its stability. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 3 3. Review geologic and soil conditions at the site based on a published geologic map. 4. Address geologic hazards and mitigation measures, as required. 5. Prepare a written report to address our findings and conclusion of this study, and provide geotechnical recommendations for site preparation and grading, engineered fill, excavation and slope, building setback, foundation support, and drainage systems, etc. It should be noted that our geotechnical recommendations are based on the soil conditions encountered in the test pits and test hole, and our engineering analyses, experience and engineering judgment. The conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. Soil and groundwater conditions stated in this report may vary from those actually encountered during construction. if variations appear then, we should be retained to re- evaluate the recommendations of this report, and to verify or modify them in writing prior to proceeding with the subsequent work. INVESTIGATIONS SUMMARY Subsurface conditions at the site were explored with five test pits to depths varying from 9 to 10 feet on May 31, 2006, using a backhoe (Case Super L) provided and operated by Deeny Construction, and one test hole to a depth of about 6.5 feet on June 5, 2006. The locations of the test pits and test hole are determined by tape measurements with reference to the existing surface features shown on the provided topographic survey plan. They should be considered as only accurate to the measuring method used. The approximate locations of test pits and test hole are shown on Figure 2. The subsurface exploration was continuously monitored by an engineer from our firm who documented the soil and groundwater conditions encountered, maintained a log of each test pit and hole, and observed pertinent surface features. The final test pit and test hole Togs represent our interpretations of the subsurface conditions encountered in the pits and hole. The stratification lines on the logs indicate the approximate boundaries between soil types, and the actual transitions may be more gradual in the natural geologic setting. The soils encountered by the pits and hole were visually classified in general accordance with Unified Soil Classification System (USCS) as shown on Figure 3. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 4 REPORT OVERVIEW • Recommendations for a conventional spread footing foundation system for each proposed building are addressed in FOUNDATION SUPPORT. • Evaluation of slope stability and the provision of temporary and permanent erosion /sediment control measures for development are included in SLOPE STABILITY. • Recommendations for an added soldier pile wall with timber lagging are addressed in RETAINING STRUCTURES. • The required safety buffer between the proposed buildings and a steep slope is recommended in BUILDING SETBACK. SITE CONDITIONS LOCATION AND SURFACE CONDITIONS The site is basically an undeveloped property. It is bounded to the east by a paved access roadway, fronted to the north by the right -of -way of South 147"' Street, and adjoins properties on the other two sides. It is measured about 300 feet along South 147 Street and about 320 feet in depth, except an area of about 0.28 acre (130 feet along South 147 Street by 93 feet) notched off from its NE comer. A paved access roadway and a hammerhead tumaround connect four lots to South 147 Street. Utilities including a storm drain system, a sewer line, a power line and all water supply facilities have been currently installed in place. The area close to the access roadway has been graded to facilitate the preparation of the roadway subgrade. In general, the original terrain within the site slopes down westerly at a gradient of about 10 to 33 percent. Grass, ivy and berry are the dominant species of surface vegetation occupying most of the open space, with a few mature trees standing on the slope. GEOLOGIC SETTING Preliminary Geologic Map of Seattle and Vicinity, Washington, by H. H. Waldron, B. A. Liesch, D. R. Mullineaux, and D. R. Crandell, published by U. S. Geological Survey in 1962, was referenced for the geologic and soil conditions at the site. According to this publication, the surficial soil unit at the site is mapped as Vashon Till (Qt). PIONEER ENGINEERING, INC. SUBSURFACE CONTAMINATION Based on our subsurface exploration, no contaminants or materials suspicious of contamination were encountered within the explored depths of all test pits and test hole. PIONEER ENGINEERING, INC. • provide adequate lateral support and drilling weep holes in the ecology block wall to enhance its drainage. • According to Geologic Hazard Maps, produced by City of Tukwila on December 13, 2004, the site is mostly located in a classified Type 2 slope where the landslide potential is moderate, and ■+ only two tiny portions in the close west proximity of the "notched off' parcel and near the SW corner of the site, respectively, in a Type 3 slope with high landslide potential. These two areas of high landslide potential are located in a currently densely vegetated terrain with protection of natural vegetative cover; thus, in our opinion, the potential of a landslide to occur in these areas of the slope should be very low. The designated areas for residential buildings are all located on a Type 2 slope. With proper planning, prudent design, and meticulous workmanship, the risk of slope instability through development activities should be very minimal. Conventional spread footings bearing on medium -dense weathered Vashon Till or on dense fresh Vashon Till should be able to provide adequate support for the proposed single - family residential buildings. The installation of a footing drain system would intercept the groundwater seepage toward the buildings and reduce the risk of the hydrostatic pressure buildup behind foundation walls and below on -grade slabs. • The site is located in a zone of mostly moderate landslide hazard. It is underlain at shallow depths by medium -dense to dense glacial till deposits, as revealed in test pit and test hole logs. .. The glacial till is generally of very high shear strength and has high resistance against a slope failure. Numerous landslides had occurred on steep slopes in the local area during the 1995- 1996 winter with record- breaking precipitation, and the region had also experienced a strong • earthquake of a seismic magnitude of 6.8 at the Richter scale in 2001; the site has remained stable without deep - seated landslides. The nearby buildings, located within the same potential • landslide area and supported on similar soil conditions, have also remained stable. Therefore, • PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G6I9 •'� Page 7 in our opinion, the possibility of the occurrence of a deep - seated landslide to cut through dense glacial till should be very low. •' The ground surface of the site is mantled by up to 4 feet of fill and up to 12 inches of relic topsoil, if deprived of vegetative cover and /or excessively saturated, may erode in the form of ,• shallow mudflow landslides. Our site reconnaissance indicated that no apparent signs of soil movement were noted in the adjacent graded area of the access roadway and lower densely- vegetated natural slope, except two fissure cracks were observed on the curb of the " hammerhead turnaround, as shown on Figure 2. The cracking was likely caused by the hydrostatic pressure buildup behind the ecology block wall, softening the bearing soils and •, generating minor settlement. The installation of weep holes in the ecology btock wall and revamp with an additional soldier pile wall as recommended in RETAINING STRUCTURES in its close downslope area should improve overall stability. At the time of our recent site visits on May 15 and May 31 of this year, there were no indications of widening of existing cracks, or occurrence of new cracks. Both the ecology block wall and upper recycled concrete fill slope appeared stable. To enhance the overall stability against surficial soil erosion and shallow mudflow landslides, we recommend the following measures be implemented during and after construction: • The unsuitable surficial soils within the foundation footprint should be removed down to bearing soils with minimal disturbance to the vegetative cover outside construction limits. • Standing water should not be allowed to preside over the building area• during construction, concentrated stormwater should not be discharged onto the ground within the site or onto the slope. • Excavated soils, construction debris, and yard waste should not be dumped onto the slope. • Storm runoff over impervious surface, such as roofs and driveways, should be collected in an underground drain system and/or intercepted by catch basins installed in the pavement, and be tightlined to discharge into a designated storm drain or an approved location. • The stumps of mature trees on the slope outside the construction limits should be preserved to stabilize the soils surrounding their root ball zones. PIONEER ENGINEERING, INC. Page 9 conveyed to a temporary storage pond from which the upper clear water can be pumped and released into a public storm sewer line. A filter fence should be installed along the downslope boundary of the site to prevent sediments from being transported into lower adjacent properties or onto the street. RETAINING STRUCTURES The soldier pile wall with timber lagging will serve as a permanent retaining structure, located immediate downslope of the hammerhead turnaround. Retaining walls free to displace and rotate at the top should be designed using an active soil pressure of 40 pounds per cubic foot (pcf) of Equivalent Fluid Density (EFD) for the soldier pile wall, assuming the backfill is well - drained and level. Two feet of equivalent soil surcharge should be added to the active soil pressure while taking into consideration of traffic loading on the hammerhead turnaround. The active soil pressure should act on one pile- spacing above the excavation line, and one pile - diameter below. The passive soil pressure should act on one pile spacing or two pile - diameters, whichever is Tess. One half of the active soil pressure may be used for designing the timber lagging to account for the soil arching effect. We recommend that a passive soil pressure of 300 pcf of EFD be used for calculating lateral resistance but neglect the upper 3 feet of soil strength for the existence of random fill. This value has also taken into consideration the effect of a descending ground surface. A coefficient of friction of 0.60 can be used to calculate the friction force between the foundation and subgrade soils. These two soil parameters are unfactored and ultimate values, and proper factors of safety should be applied to them for design purposes. The soldier pile wall should be designed to have a minimum factor of safety equal to 1.7 against sliding and overturning failures. All design lateral soil pressures are illustrated on Figure 7. A subdrain system should be installed behind the wall to prevent the buildup of hydrostatic pressure. This drainage system should consist of a drain mat (Miradrain G10ON or equivalent) placed to the full depth of the wall with a minimum overlap of 12 inches, and hydraulically connected to a drain pipe. The drain pipe should be a 4- inch - diameter, rigid, perforated PVC pipe or a 4 -inch- diameter, slotted ADS pipe, with its invert placed slightly below the base of the wall. It should be wrapped with a layer of durable non -woven geotextile, and then bedded on at least 2 inches thick clean pea gravel (2 -inch to 3/4 -inch in size) and covered with 4 inches of the same gravel. The contractor should ensure the drain line to have a positive gradient to generate flow by gravity. PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Pagel 1 SITE GRADING AND EARTHWORK RECOMMENDATIONS Site preparation should include clearing and grubbing of vegetative cover, installation of temporary erosion control measures, and stabilization of the exposed subgrade. Prior to starting construction activities, a filter fence should be installed along the lower boundary of the construction limits; the entrance, parking, and loading areas for construction vehicles should be paved with a layer of 12 inches thick quarry spalls (4 to 6 inches in size) to guard against the sediments migrating into lower neighboring properties or being tracked onto Clearing of ground includes stripping and grubbing of all surface vegetation within the construction limits. Occasional overexcavation may be required when encountering the root ball zone of a mature tree or localized weak soil pockets. The overexcavation should be backfilled with engineered fill and compacted to a non - yielding condition, following the recommendations stated in ENGINEERED FILL AND COMPACTION. The topsoil and random fill over the site generally containing organic and other deleterious substances, are unsuitable for reuse in areas to withstand Toads. They should be stockpiled separately from the soils qualified to be used as engineered fill, and can be used solely for landscaping purposes. After the topsoil, fill, and weak surficial soils have been removed from the foundation footprint, the exposed subgrade soils should be proof - rolled to a non - yielding state by a fully - loaded dumptruck or other proper heavy construction equipment. Any pumping or weaving spot during proof - rolling should be re- compacted, or excavated to firm native soils and backfilted with engineered fill and stabilized with adequate compaction. An engineer from our office should be present to determine the readiness of the subgrade preparation during proof- rolling. PIONEER ENGINEERING, INC. Applicable Area Maximum Dry Soli Density Under Footings 95% Under Parking and Driveway 95% for upper 3 feet, 90% below Under on -Grade Floor Slab 95% for upper 2 feet, 90% below Foundation Wall Ball 95% for upper 2 feet, 90% below Utility Trench Backfitl 95% for upper 4 feet, 90% below U. S. Standard Sieve Size Percent of Passing by Dry Weight 4 in. 100 No. 4 75 -100 No. 200 3 - 50 Engineered fill (or structural fill) is a term of describing the material placed under footings, on- grade floor slabs and pavements, or used to construct highway embankments. Its composition generally compromises but occasionally combines basic engineering properties of shear strength, permeability, and compressibility to serve design functions, depending upon areas of usage and weather conditions when used. Engineered fill should be free of demolition debris, and organic and other deleterious substances. It should consist of clean soils and meet the gradation specked below: June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 12 ENGINEERED FILL AND COMPACTION Engineered fill should be placed no more than 10 inches per loose lift, compacted to meet the required dry soil density determined by ASTM D1557 (Modified Proctor Method) as follows: PIONEER ENGINEERING, INC. covered with plastic sheets to minimize surficial erosion and sloughing by storm runoff. Permanent fill or cut slopes should have an inclination no steeper than 2H:1V. We recommend that excavation for foundations be started and completed in the drier months to minimize the adverse effects imposing upon the grading work by rain storms or groundwater seepage. TEMPORARY SHORING WALLS Not Applicable. FLOORS REINFORCED SOIL STRUCTURES Not Applicable. STRUCTURE AND FOUNDATIONS Our geotechnical recommendations for retaining structures are addressed in RETAINING STRUCTURES• for foundation walls and footing design in FOUNDATION SUPPORT. The on -grade floor slab should be placed on firm, undisturbed native soils prepared as stated in the SITE GRADING AND EARTHWORK and ENGINEERED FILL AND COMPACTION sections of this report. For the unheated areas such as garages, storage rooms or tool sheds, the slab -on -grade floor should be placed directly on a capillary break which is composed of a PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 14 minimum 4- inch -thick layer of free - draining 7/8 -inch crushed rock containing no more than 3 PIONEER ENGINEERING, INC. June 7, 2006 Geotechnical Engineering Study PEI Project No. G619 Page 17 Attachments: Figure 1 — Vicinity Map Figure 2 — Site and Exploration Plan Figure 3 — USCS Chart Figures 4 to 6 — Test Pit and Test Hole Logs Figure 7 — Design Lateral Soil Pressures Figure 8 — Typical Wall and Drain Details Respectfully submitted, PIONEER ENGINEERING, INC. r EXP RES 12/29/ ape( f Joseph Wu, P.E. Consulting Geotechnical Engineer PIONEER ENGINEERING, INC. L PIONEER ENGINEERING, INC. Geotechnical Engineering Earth Silence • Water Resources VICINITY MAP JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. 6619 I DATE 6/1/06 I FIGURE 1 14103 t � t l e i itlNt\! Lc" I - t-Htt , PIONEER ENGINEERING, INC. Geotechnical Engineering - Earth Science • Water Resources i SITE AND EXPLORATION PLAN JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. 6819 DATE 8/1106 I FIGURE 2 UNIFIED SOIL CLASSIFICATION SYSTEM MAIN DIVISIONS GROUP SYMBOL GROUP NAME COARSE - GRAINED SOILS MORE THAN 50% RETAINED ON THE NO. 200 SIEVE GRAVEL MORE THAN 50% OF COARSE FRACTION RETAINED ON THE NO. 4 SIEVE CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY - GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND MORE THAN 50% OF COARSE FRACTION PASSING PASSING NO. 4 SIEVE CLEAN SAND $W WELL - GRADED SAND, FINE TO COARSE SAND SP POORLY - GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE - GRAINED SOILS MORE THAN 50% PASSING THE NO. 200 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% INORGANIC ML SILT, SANDY SILT CL LEAN CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY LIQUID LIMIT 50% OR MORE INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC SILT, ORGANIC CLAY HIGHLY ORGANIC SOILS PT PEAT NOTE: SOIL MOISTURE INDICATORS: 1. FIELD CLASSIFICATION BASED ON VISUAL EXAMINATION DRY - ABSENCE OF MOISTURE, DUSTY, DRY TO OF SOIL IN GENERAL ACCORDANCE WITH ASTM 02488. THE TOUCH. 2. SOIL CLASSIFICATION USING LABORATORY TESTS IS SLIGHTLY MOIST - TRACE MOISTURE, NOT DUSTY. BASED ON ASTM D2487. MOIST - DAMP, BUT NO VISUAL WATER. 3. DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE VERY MOIST - VERY DAMP, MOISTURE FELT TO BASED ON INTERPRETATION OF BLOW -COUNT DATA, THE TOUCH. VISUAL APPEARANCE OF SOILS, AND /OR TEST DATA. WET - VISUAL FREE WATER OR SATURATED, USUALLY SOIL IS OBTAINED FROM BELOW WATER TABLE. PIONEER ENGINEERING, INC. USCS CHART JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON Geotechnical Engineering • Earth Science - Water Resources PROJ. NO. G619 DATE 6/1/06 FIGURE 3 TEST PIT NO. TP -1 Logged By: JW Date: 5/31/06 Ground Elev. 228.0' ± Depth ft. USCS Soil Description Sample (N) Blows/ ft. W % Other Test Type No. — _ _ SM- ___R_ELICT_OPSO) SM _ _ SM Brown, silty, medium SAND, concrete rubble, coarse to fine gravel, slightly_ moist, loose._(FILL) _ _ _ _ _______ Tan -brown, silty, fine SAND, trace organics, moist, loose _IL _____________ ( 1 Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium - dense. _(w_eathered_VA_SH_ON_TIL_L)_ _ _ _ _ _ _ _ _ _ _ Light - brown, silty, medium SAND, some coarse to fine gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) B B 1 2 — — _ 10 _ _ Test pit terminated © 10 ft; no groundwater seepage encountered excavation. TEST PIT NO. TP -2 Ground Elev. 220.0' ± Logged By: JW Date: 5/31/06 Depth Sample (N) Blows/ ft. W % Other Test ft. USCS Soil Description T yDe No. SM Gray silt chunks, concrete rubble, brown silty sand, coarse gravel, slightly moist, loose. (FILL) Tan - brown, silty, fine SAND, trace organics, moist, loose. TOPSOIL) 10 --ill _(R_ELIC SM _ _ SM ___ _ _ _ _ _ _ _ ing, _ _ o _ e _ _ Brown, silty, medium SAND, trace orange stain sm coarse gravel, occasional cobble, moist, medium - dense. _ (w _ eathered _ VA _ SH _ ON _ TIL _ L) _ _ _ _ _ _ _ _ _ _ Light- brown, silty, medium SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) B B 1 2 Test pit terminated © 9.5 ft; no groundwater seepage encountered excavation. LEGEND: SS - 2" O.D. Split -Spoon Sample GROUNDWATER: ST - 3" O.D. Shelby -Tube Sample Water Level B - Bulk Sample Seal Observation Well Tip PIONEER ENGINEERING, INC. TEST PIT LOGS JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON Geotechnlcal Engineering • Earth Science • Water Resources PROJ. NO. G619 I DATE 6/1/06 (FIGURE 4 TEST PIT NO. TP -3 Logged By: JW Date: 5/31/06 Ground Elev. 226.0' ± Depth ft USCS Soil Description Sample (N) W Other Test Type No. Blows/ % — _ _ _ SM _ _ SM Brown silty sand, concrete rubble, rusty steel, wood fragments, moist, loose. (FILL) Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium - dense. _(w_eathered_VA_SH_ON_TILL) ______________________ Light - brown, silty, medium SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) B 1 _ _ 10 _ Test pit terminated @ 9 ft; no groundwater seepage encountered excavation. TEST PIT NO. TP-4 Logged By: JW Date: 5/31/06 Ground Elev. 224.0' ± Depth Sample (N) Blows/ R. W % Other Test ft. USCS Soil Description Type No. _ Plastic bags, concrete rubble, brown silty sand, rusty steel, slightly moist, loose. (FILL) _ SM Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium - dense. _ _ 10 \ __ _ SM _(weathered VASHON TILL)_ _ _ _ _ _ _ _ _ _ _/ Light - brown, silty, medium SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) r _ Test pit terminated @ 9.5 ft; no groundwater seepage encountered excavation. LEGEND: SS - 2" O.D. Split -Spoon Sample GROUNDWATER: ST - 3" O.D. Shelby -Tube Sample Water Level B - Bulk Sample Seal Observation Well Tip PIONEER ENGINEERING, INC. TEST PIT LOGS JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON Geotechnical Engineering Earth Science Water Resources PROJ. NO. G619 I DATE 6/1/06 IFIGURE 5 Depth ft. USCS Soil Description Sample (N) Blows/ ft. W % Other Test T y� No. — 1 _ _ SM SM Plastic bags, concrete rubble, brown silty sand, — rusty _ steel, slightly_ moist, loose. (FILL) _ _ _ _ _ _ _ _ Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium - dense. _ ( w e a t h e r e d _ V A S H _ O N _ T I L _ L ) _ _ _ _ _ _ _ _ _ _ _.- Light- brown, silty, medium SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) r _ _ 1 _ _ _ 10 Test pit terminated © 6.5 ft; no groundwater seepage encountered when digging. Test pit terminated (4 9 ft; light groundwater seepage encountered ft 4 ft during excavation. _ I Depth ft USCS Soil Description Sample No (N) Blows/ W % Other Test Type — 1 SM _ _ SM Concrete rubble, stumps, organic soils, moist, loose. (FILL) Brown, silty, medium SAND, trace orange staining, some coarse gravel, occasional cobble, moist, medium-dense. — f _(w_eatheredVASHON_TILL)_ _ _ _ Light - brown, silty, medium _ SAND, some coarse gravel, some cobble, cemented, moist, dense. (fresh VASHON TILL) _ _ 10 Test pit terminated (4 9 ft; light groundwater seepage encountered ft 4 ft during excavation. _ I Logged By: JW Date: 5/31/06 TEST PIT NO. TP -5 Ground Elev. 213.0' t Logged By: JW TEST HOLE NO. TH -1 Date: 5/31/06 Ground Elev. 223.0' t LEGEND: SS - 2" O.D. Split -Spoon Sample ST - 3" O.D. Shelby -Tube Sample B - Bulk Sample GROUNDWATER: Water Level i i I Seal , Observation Well Tip PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science • Water Resources TEST PIT AND TEST HOLE LOGS JACKSON SHORT PLAT 147» - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. G619 I DATE 6/1/06 I FIGURE 6 EXIST. GRADE 300D PSF i 3' • • 4 4 4 40(H +D) PSF Not to Scale III FINISH GRADE 1E1Igl1=1l Notes: 1. The active soil pressure should act on one pile- spacing above the excavation line, and one pile diameter below. 2. The passive soil pressure should act on one pile spacing or two pile- diameters, whichever is Tess 3. One half of the active soil pressure may be used for designing the shotcrete lagging to account for the soil arching effect. 4. Soil strength of the top 3 feet should be neglected for the presence of random fill. PIONEER ENGINEERING, INC. Geotechnical Engineering - Earth Science - Water Resources DESIGN LATERAL SOIL PRESSURES JACKSON SHORT PLAT 147XX - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. G619 DATE 6/1/06 FIGURE 7 18" Max. Relatively Impermeable On -Site Soils Non -Woven Filter Fabric 11 Compacted Structural Fill 2 "3/4" Washed Rock 4-inch Dia Min Perforated or Slotted Drain Pipe with Positive Gradient to Discharge Slope to Drain — Capillary Break Not to Scale Foundation Wall Miradrain G100N or Equivalent Bituminous or Polymer Waterproof Coating Styrofoam (Where App icable) Slab 6-mW Min. Plastic Membrane Notes: 1. Structural fill should consist of dean, granular soils with individual particles no larger than 4 inches in size and contain no organic and other deleterious substances 2. Structural fill should be placed in lifts no more than 10 inches thick in loose state, and be compacted within 1 percent of its optimal moisture content to attain the maximum dry density determined by ASTM D1557 (Modified Proctor Method). 3. The top 2 feet of structural fill should be compacted to at least 95 percent of its optimal dry density, and 90 percent for the remaining. 4. The drain pipe should be rigid PVC pipe with perforation holes or slotted ADS pipe. 5. The capillary break should consist of a minimum 4-inch-thick layer of free-draining 7/8 -inch crushed rock containing no more than 3 percent by weight passing the No. 200 sieve. A 6-mil plastic membrane should be placed over the capillary break as a vapor retarder. 6. The dampproofing coating should consist of 3 pounds per square yard of acrylic modified cement, 1/8 inch coat of surface- bonding mortar in compliance with ASTM C 887. PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science • Water Resources TYPICAL WALL AND DRAIN DETAILS JACKSON SHORT PLAT 147» - 56TH AVENUE SOUTH TUKWILA, WASHINGTON PROJ. NO. G619. I DATE 6/1 /06 FIGURE 8 PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science • Water Resources Ms. Jennifer Marshall Dept. of Community Development, City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Permit No. D06 -303 Soldier Pile Shoring Wall 14709 - 64 Avenue South Tukwila, Washington PEI Project No. G522 -1 July 18, 2007 Dear Ms. Marshall: This is to change the contact information for the subject project after issuance of a construction permit (Permit No. D06 -303) on March 2, 2007. Mr. Karnail Johal has been handling the project since he paid the review fee and obtained the approved plan in March of this year. Please change the contact information in City's database, accordingly, for the future correspondence. The new contact information is as follows: Mr. Karnali Johal 17818 NE 116 Street Redmond, WA 98052 Phone: (206) 478 -9188 Your prompt response to this request would be greatly appreciated. Sincerely yours, PIONEER ENGINEERING, INC. Joseph Wu, P.E. Consulting Geotechnical Engineer P. O. Box 33628 • Seattle, WA 98133 Phone: (206) 427 -9118 • Fax: (206) 306 -2982 RECEIVED JUL 1 8 2007 COMMUNITY DEVELOPMENT 07 -02 -2007 JOSEPH WU PO BOX 33628 SEATTLE WA 98133 RE: Permit No. D06 -303 14709 56 AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be be writlnr and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 08/29/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, JAIN fer Marshall, Permit Technician xc: Permit File No. 1)06-303 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 02-02 -2007 JOSEPH WU PO BOX 33628 SEATTLE WA 98133 RE: Permit Application No. D06 -303 14709 56 AV S TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 08/04/2006 , 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 03/31/2007 . 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 03/31/2007. 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 you do not receive your written request for extension, your pennit 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. XC: Permit File No. D06 -303 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 12 -06 -2006 JOSEPH WU PO BOX 33628 SEATTLE WA 98133 Dear Permit Applicant: RE: Permit Application No. D06 -303 14709 56 AV S TUKW In reviewing our current permit application files, it appears that your permit application applied for on 08/04/2006 , 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 01/31/2007 . 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 01/31/2007. 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 you 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: Au kik shall Titolm#tician Penult Pile No. D06 -303 City of Tukwila G Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 • Fax 206 September 21, 2006 Karnail S. Johal 17818 NE 116 St Redmond WA 98052 Dear Mr. Johal: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D06 -303 Jackson Short Plat —14709 56 AV S This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each, department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time the Building, Planning, and Public :Works Departments have no comments. Fire Department: Al Metzler, at 206 575 -4407, if you have questions regarding the attached memo. Please address the attached ° comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. • In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 - 7165. Sincerely arshall hnician CC: Joseph Wu encl File No. D06 -303 P:Vennife, Correction Letten\2006 \D06-303 Comxtion Ltr e2.DOC jem 1. Fire comments dated 08 -08 -06 have not been addressed. A copy of the comment has been attached for your convenience: 6300 Southcenter Boulevard, Suite 4100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 FIRE DEPARTMENT REVIEW COMMENTS Project Name: Jackson Short Plat 14709 56 Av S Permit File No: D06 -303 Date: August 08, 2006 Reviewer: Al Metzler, Fire Prevention (206)575 -4407 1. Hammerhead turn- around legs are required to be a minimum of 65 feet in length. August 30, 2006 Karnail S. Johal 17818 NE 116 St Redmond WA 98052 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -303 Jackson Short Plat —14709 56 AV S Dear Mr. Johal: If you have any questions, please contact me at (206) 433 -7165. Sincerel encl File No. D06 -303 echnician P:Vennifer&Cotrection Letters12006006 -303 Correction Ltr #I.DOC ion' City of l uktviI.cl Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time the Building, Planning, and Public Works Departments have no comments. Fire Department: Al Metzler, at 206 575 -4404, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 -. FIRE DEPARTMENT REVIEW COMMENTS Project Name: Jackson Short Plat 14709 56 Av S Permit File No: D06 -303 Date: August 08, 2006 Reviewer: Al Metzler, Fire Prevention (206)575 -4407 1. Hammerhead turn- around legs are required to be a minimum of 65 feet in length. ACTIVITY NUMBER: D06 -303 PROJECT NAME: JACKSON SHORT PLAT SITE ADDRESS: 14709 56 AV S Original Plan Submittal X Response to Correction Letter # 2 DATE: 01 -25 -07 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bui ng ivisi I Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ►A Incomplete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS 0 CORRECTIONS: Documents/muting slip.doc 338 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Review Required ;II i' 02l ck Fire Prevention Structural ❑ Permit Coordinator ❑ DUE DATE: 01-30-07 DATE: DATE: Planning Division n Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 02-27-07 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Am* 41-11c190 Bu I&'ng Division l�l Public Works Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing sliAdoc 2 -28 -02 PERMIT COORD COPY` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -303 DATE: 09 -18 -06 PROJECT NAME: JACKSON SHORT PLAT SITE ADDRESS: 14709 56 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued all 044 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Structural Review Required I I' Kira, DATE: DATE: Planning Division Permit Coordinator No further Review Required DUE DATE: 09-19-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 10-17-06 Approved with Conditions ❑ Not Approved (attach comments) (l Permit Center Use Only q � CORRECTION LETTER MAILED: V t i- • 11] Departments issued corrections: Bldg ❑ FireS Ping ❑ PW ❑ Staff Initials: // ACTIVITY NUMBER: D06 -303 DATE: 08 -04 -06 PROJECT NAME: JACKSON SHORT PLAT SITE ADDRESS: 147XX 56 AV S X Original Plan Submittal Response to Correction Letter # , Response to Incomplete Letter # Revision # before Permit Issued DEPARTMENTS: B i ing I�3ision P bl'c Work RiAgi V 'DO DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R2TING: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Please Route Structural Review Required REVIEWER'S INITIALS APPROVALS OR CORRECTIONS: Documents/routing elip.doe 2 -28-02 5 d �.>7,+441 Fire Prevention Structural Incomplete ❑ REVIEWER'S INITIALS: Permit Coordinator DUE DATE: 08 -8 -06 Not Applicable ❑ ❑ No further Review Required MD 149 Planning Division f DATE: DUE DATE: 09 -3 -06 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 0161WI i1 , / Departments issued corrections: Bldg ❑ Fire Lam. Ping ❑ PW ❑ Staff Initials: / V' 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: /rttp: //www.cLtukwilawaar Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: o►Iash- o7 tg Entered in Permits Plus on D I , l Zcloi- tapplcations\fomu- epptweuons on line revision submittal Created: 11- 134004 Revised: Plan Check/Permit Number: 006 304 Steven M. Mullet, Mayor Steve Lancaster, Director ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued [1,V Revision requested by a City Building Inspector or Plans Examiner Project Name: OACKSo N Sib R i PL4T Project Address: LL{- ` ft AVE tb(ATH ko,L - WA- Contact Person: JoSEW-1 v3 � Phone Number: Cao6) 4X7 � I e Summary of Revision: t) PART1Ar_ fr-FNjgovfll, O F FrolnF, p,l (Arry1_ d7 IN C4tFA4E H&IEaN7 't ) BE (:€-fl i_ a /rrriel TUP4ARnt</�/1, . Sheet Number(s): W 1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by. t t 4111 RECEIVED CITY OF Tukwi JAN 25 2007 SEP 06 '06 06:56RM TUKWILR DCD'PW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone: 206.431.3670 Fax: 206 -431 -3665 Web site: fittri/www.ctruinvilawa tot Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the "nail, fax, etc. Date: '1 1 Is 1 200 6 Plan Check/PenultNumber: D06 -303 ❑ Response to Incomplete Letter N ® Response to Correction Letter # 1 ❑ Revision k _ after Permit is issued ❑ Revision requested by a City Building Inspector or Plans Examiner P. 4 Steven M Mullet, Mayor Steve Lancaster, Director Project Name: Jackson Short Plat Project Address: 14709 56 Av S Contact Person: ?VSt fH WU Phone Number: (2o6) 4n- 4!l s Summary of Revision: 1) Ps TAu s o F 5T+%4 REAM GoivaFC I'IAN .) reMMr—UT 1 Sheet Number(s): "Cloud" or highlight el areas of revision including date of revision Received at the City of Tukwila Permit Center by: au'l [ Entered in Permits Plus on Rig -00 lapplitabontHbmu•spplicibnns on I,ntVeviliCn submiut Cnttedl 5.13.2004 Revised: R � uA 5EP 1 b ZUUb PERMITCEJTER PIONEER ENGINEERING, INC. Geotechnical Engineering • Earth Science • Water Resources Mr. Al Metzier Fire Prevention, City of Tukwila 444 Andover Park East Tukwila, WA 98188 Subject: Response to Correction Letter No. 1 Soldier Pile Shoring Wall Jackson Short Plat 14709 - 56 Avenue South Tukwila, Washington PEI Project No. G619 -1 Dear Mr. Metzler: cc: Mr. Karnail Johal 17818 NE 116 Street Redmond, WA 98052 September 14, 2006 Regarding the comment in the above letter dated August 8, 2006, our response is as follows: Item 1 The hammerhead turnaround was constructed at the current location in accordance with a construction permit No. PW03 -005 issued by City of Tukwila. It is not included in the proposed structure. A note "Existing Hammerhead Turnaround" is placed on each hammerhead turnaround shown on the revised design plan to clarify the misunderstanding. Sincerely yours, PIONEER ENGINEERING, INC. Joseph Wu, P.E. Consulting Geote P. O. Box 33628 • Seattle, WA 98133 Phone: (206) 427 -9118 • Fax: (206) 306 -2982 Tukwila Permit No. D06 -303 f EXPtf1ES12/29 / ,2006 ucense information License DMIDRC'9720H Licensee Name D M I DRILLING CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 601344788 Verify Workers Comp Premium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 14211 16TH STREET E UNIT #8 Address 2 City SUMNER County PIERCE State WA hip 983909608 Phone 2538911311 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/8/2003 Expiration Date 6/3/2007 Suspend Date Separation Date Parent Company Previous License DONMOP0778A Next License Associated License Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Topic Index I Contact lnfo i r — Home Safety :. Claims @ Insurance � Workplace Rights Trades @ Licensing 1 Find a Law or Rule I , Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version 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 /hii/bbip/Detail.aspx ?License= DMIDRC *9720H 03/02/2007 x