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HomeMy WebLinkAboutPermit D12-041 - INDIAN CHURCH OF GOD - RETAINING WALLINDIAN CHURCH OF GOD 14275 INTERURBAN AV S EXPIRED OS -25 -12 D12 -041 City oPI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 3365901440 Address: 14275 INTERURBAN AV S TUKW Suite No: Project Name: INDIAN CHURCH OF GOD Permit Number: D12 -041 Issue Date: 02/27/2012 Permit Expires On: 08/25/2012 Owner: Name: MATHEW WILSON +JESSIE K Address: 4830 S 152ND ST , TUKWILA WA 98188 Contact Person: Name: REVEREND WATSON Address: 14275 INTERURBAN AV S , TUKWILA WA 98168 Phone: 206 909 -5733 Contractor: Name: OWNER AFFIDAVIT - REVEREND WATSON Phone: Address: Contractor License No: Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: CONSTRUCT KEY STONE WALL AT TOE OF SLOPE. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL AND RETAINING WALL DRAINAGE. Value of Construction: $2,000.00 Fees Collected: $614.90 Type of Fire Protection: SMOKE DETECTORS International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0005 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -041 Printed: 02 -27 -2012 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. Fill 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 Permit Center Authorized Signature: Date: )--)--77-14.1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this •ermit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or e rmance of v�rork. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: UG:2(4ki\-- Date: 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: 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. 5: 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. doc: IBC -7/10 D12 -041 Printed: 02 -27 -2012 6: Subgrade preparation including drainag cavation, compaction, and fill requirements 1 conform strictly with the recommendations given in the soils report. ial inspection is required. 7: All construction shall be done m 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: 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. 9: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 10: Contractor shall notify Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179 of commencement and completion of work at least 24 hours in advance. 11: Project shall comply with the Geotechnical Evaluation and Stability Recommendations by Dennis M. Bruce, P.E., dated January 31, 2012. 12: Any material spilled onto any street shall be cleaned up immediately. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 14: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. doc: IBC -7/10 D12 -041 Printed: 02 -27 -2012 CITY OF TUKWILA Community Develops' t Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http:; /www.TukwilaWA.gov Buuik+ l ng Pe' Project No. Date Application Accepted: Date Application :Expires: (For o use only) CONSTRUCTION PERMIT APPLICATION 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 ** SITELOCATION Site Address: /12743 /Nrt `'f i fl AVE S. Tenant Name: %2)/4// /u%7=e 4L5591. (. eXen King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes Y No PROPERTY (WRYER iNIiN Name: Iv e)//9/1/ /'' �T r 'L7 /�LC %�'E'`!' Address :, 7c j � L r f� �/l/��L �CC)T7,, City: a- ` / 41/9 State: ,)4 Zips/3/4,g CONTACT P communieation'. Address:/27.3 /A ' J7 7 City: /C,`i`<GC`' /� Phone: , „AI Fax: Email: GENERAL RA iNIiN Company Name: gloic ipE Engineer Name: Address: Address: /29 '0 6J`6 0 .;? City: State: .l.- Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H \Applications \Forms- Applications On Line\201 1 Applications\Permit Application Revised - 8- 9- 11.docx Revised. August 2011 bh 59() i4/40 coJ Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: T1i�ER 4" a Company Name: /ii/ch gloic ipE Engineer Name: . Address: /29 '0 6J`6 0 .;? City 51e` L /N State: /..1_,,W Zip: .l.- Phone:, ;,.,e, c`) , -932/ 7 T� 7 Fax: 2.06 .33 G77"�.-- Email: Name: Address: City: State: Zip: Page 1 of 4 Valuation of Project (contractor's bid prigg $ ey? Describe the scope of work (please provide detailed information): 725E7 Cy- Existing ding Valuation: $ C7 E: .S7'/1: GU/ 6 Will there be new rack storage? ❑ ....Yes (a.No if yes, a separate permit and plan submittal will be required. aide Ali Building Areas In Square - Footage lei Type of Icy per c 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: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify) /lit1 k 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. H- \Applications \Forms - Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised August 2011 bh Page 2 of 4 le:PUBLIC WORES PERMIT INI ORMATION — 206-03-0179 + Scope of Work (please provide detailed i rmation): Call before you Dig: 811 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 0... Highline ❑...Valley View ❑...Renton ❑ ...Sewer Availability Provided ❑ .. 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. Su omitted with Application (mark boxes which apply): Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance ❑... Easement(s) 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 ❑ 2( Non Right -of -way ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards Geotechnical Report ❑... Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑... Right -of -way Use - Profit for Tess than 72 hours ❑... Right -of -way Use — Potential Disturbance 07` Work in Flood Zone '�J... Storm Drainage ❑ .. Sanitary Side Sewer 0... Abandon Septic Tank ❑ .. Cap or Remove Utilities ❑... Curb Cut ❑ .. Frontage Improvements ❑... Pavement Cut ❑ .. Traffic Control 0... Looped Fire Line ❑ .. 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 WO # WO # WO # Private 0 Private ❑ 0... Grease Interceptor 0... Channelization ❑ ... Trench Excavation ❑... Utility Undergrounding ❑ ...Deduct Water Meter Size 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 H:\Applications\Forms- Applications On Line\2011 Appltcations\Perma Application Revised - 8-9-11 docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NQTES — Value of Construction — In all cases, a valueWonstruction amount should be entered by the apply[. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may 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). 1 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 t, J�; OR AUTHORIZED AGENT: Signature: Print Name: .1.4 l/v101 1b Day Telephone: Date: z/ Cii7AP- Mailing Address: City State Zip H:1Applications\Forms- Applications On Line12011 Applications\Permit Application Revised - 8- 9- 11.docx Revised August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME //41)1141•1 Cl- Iui2Cyl O, GoN PERMIT # I (2. - O �� 14z�5 �rt��Ybwn „� . Sou-1l If you do not provide contra for bids or an engineer's estimate with your perms 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\ /Surface Water $250 (1) Soo Road /Parking /Access 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 D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume Enter total fill volume .coo -$e-ao /3 $200,000 of A. cubic yards cubic yards $ /3 Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. 0.00 (4) QUANTITY IN CUBIC YARDS RATE Up to 50 CY — 100 Free $23.50 51 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 -- 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 263 The Plan Review and Approval fees cover TWO reviews: 1) 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 01.01.11 1 • • 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) $ i3 (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 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 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. $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1St 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1St 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 • • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTIIER 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 A 1 Total A through E $ 0.00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown /Foster Pt Water (Ord 2177) $ E. Allentown /Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ 0.00 (10) DUE WIIEN PERMIT IS ISSUED (6 +7 +8+9 +10) $ /3 __e eo- 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 $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size 1 nation Cascade Water Alli c Total Fee (inches) RCF 01.01.2011 2.31.2011 0.75 $625 6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 . .' 0,025 $32,450 2 $2825 l/ $48,1, a $50,865 3 $4425 1 $96,080 $100,505 4 $78823- $150,125 $157,950 6 25 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 10 Znyi Clear Form • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone. 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.Tukwila WA.t;ov RECEIPT Parcel No.: 3365901440 Permit Number: D 12 -041 Address: 14275 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 02/10/2012 Applicant: INDIAN CHURCH OF GOD Issue Date: Receipt No.: R12 -00809 Initials: WER User ID: 1655 Payment Amount: $533.00 Payment Date: 02/27/2012 10:49 AM Balance: $0.00 Payee: INDIA PENTECOSTAL CHURCH OF SEATTLE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1749 533.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PHOTOCOPIES /DUP SERVICES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 000.341.690 000.322.100 000.342.400 000.345.830 640.237.114 Total: $533.00 252.00 .50 250.00 13.00 13.00 4.50 doc: Receipt -06 Printed: 02 -27 -2012 1 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 3365901440 Permit Number: D12 -041 Address: 14275 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 02/10/2012 Applicant: INDIAN CHURCH OF GOD Issue Date: Receipt No.: R12 -00599 Initials: User ID: Payee: TLS 1670 Payment Amount: $81.90 Payment Date: 02/10/2012 02:47 PM Balance: $256.50 UATESONI KOLO TUIONO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2055 81.90 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 81.90 Total: $81.90 doc: Receipt -06 Printed: 02 -10 -2012 Indian Pentecostal Church Re: 14275 Interurban Ave S. January 31, 2012 Page 4 • Church building gutter downspouts should be better controlled and tightlined away from the building foundations. • This engineer will work with project structural engineer to improve a few foundation posts that require better foundation stability. • Geotechnical inspections by this engineer required. • It is understood that the church has retained Maureen Caruso to prepare and submit plans to City of Tukwila. • Progress inspection reports and completion report (after satisfactory completion of geotechnical work) shall be submitted by this engineer to the City of Tukwila. If there are any questions do not hesitate to call. 10 (2- Tt+t s EM G (� . s F∎) l UJ FL ��� ��� � ��a. 5trE CAE W ALL L ©CA �, Aot P ko v E S `t 'pLF J S k C-r To J Dennis M. Bruce, P.E. Geotechnical / Civil Engineer ▪ FLAG.) �3 Y CAre.0so LLC DMB:vlb cc: Maureen Caruso mlcaruso @aol.com REVIEWED FOR CODE COMPLIANCE APPROVED FEB 232012 City of Tukwila BUILDING DIVISION RECEIVED FEB 14 2012 PUBLIC W RKs l cAritlitA FEB'102012 maw D12 -04I Dennis M. Bruce, P.E. M.S.C.E., M.B.A. Geotechnical /Civil Engineer January 31, 2012 Indian Pentecostal Church 14275 Interurban Ave S Tukwila, WA 98168 Subject: Geotechnical Evaluation and Stability Recommendations Rear Soil Cut 14275 interurban Ave S This engineering report presents the results of a geotechnical evaluation of the Indian Pentecostal Church and overall property at 14275 Interurban Ave S. This evaluation was requested by the church leader, Rev. Watson, and permit coordinator, Maureen Caruso, as a result of a City of Tukwila Stop Work Order No. BFA12001. REFERENCES: ° Site photographs by D. Bruce P.E., dated January 23, 2012 BACKGROUND: The church is located on a rectangular lot that fronts along Interurban Ave S. See photographs. The church building occupies the flat easterly portion of the site. The rear (westerly) portion of the site contains a steep (estimate 40% to 60% slope). This engineer understands that the church congregation desired additional storage room at the rear of the existing wood framed building. In order to accomplish the desired room, church members excavated the toe of slope. See photographs. This excavation and storage room project was undertaken without a City of Tukwila permit. This engineer observed a City of Tukwila Reg Tag Notice No. BFA12001, dated January 6, 2012. The Stop Work Order was issued for non - permitted work with concerns regarding the geotechnical stability of the rear hillside due to the non - permitted excavation work. SOILS • FOUNDATIONS • SITE DEVELOPMENT • INSPECTION • DRAINAGE • DESIGN & PERMIT • LEGAL P.O. Box 55502 • Shoreline, WA 98155 (206) 546 -9217 • FAX (206) 546 -8442 Indian Pentecostal Church Re: 14275 Interurban Ave S. January 31, 2012 Page 2 EVALUATION: This engineer performed an on -site evaluation on January 23, 2012. This engineer observed that excavation had occurred that cut into the toe of slope approximately eight (8) horizontal feet, and approximately five to six (5-6) vertical feet. See photographs. The slope above the cut is designated "steep" (approximately 40% to 60 %). The slope face is heavily vegetated with shrubs and mature trees. No evidence of any geotechnical instability was observed. No slides, no soil tension cracks, nor any erosional degradation. The native soils (that were excavated) are extremely dense and are the result of glaciation and deposition. The soil cuts are ge9technlcally stable, but require protection and drainage mitigation to prevent erosional sloughing and potential undermining of the slope. There is no immediate threatening condition with regard to slope stability. However, it is geotechnically essential to repair the slope cut and provide a proper stabilization wall. RECOMMENDATIONS; • The open cut must be protected. Based on the economic realities of the church congregation, this engineer does not recommend a reinforced concrete retaining wall. • A battered keystone block wall with Geogrid is recommended. See attached typical sketch. • This engineer understands that permit coordinator Maureen Caruso, is working with structural engineer Pete Pawlak, P.E., to prepare plans for the desired rear addition structure. • The geotechnical keystone block wall should be placed approximately four to six (4' - 6) horizontal feet from the existing slope cut. Prior to placing the base keystone block, the subgrade should be prepared (under this engineer's inspections) with a compacted gravel sub -base. Indian Pentecostal Church Re: 14275 Interurban Ave S. January 31, 2012 Page 3 • At approximately two and one -half to three feet (2.5' - 3') high (of keystone blocks) a Geogrid layer is required. The geogrid layer may be constructed out of typical Geogrid mesh (Tensar, Huesker, etc.), subject to this engineer's approval. • The backfill material shall be relatively free draining (gravel, sand) and placed in compacted lifts. • Additionally, a perforated drainage pipe should be placed behind the base course of keystone blocks. • Most keystone blocks have an inherent batter of 1 H:6V. This batter is geotechnically acceptable; provided geotechnical inspections verify subgrade preparation, base block embedment, block linkage, drainage zone, compacted backfill and Geogrid layer. • This engineer anticipates that the keystone block wall will be approximately four to five feet (4.0' - 5.0') high. The purpose of the keystone block wall is to "reconstruct" the over - excavated toe of slope and provide long -term protection for erosional degradation. • Additionally, this engineer observed that the existing church building contains gutter downspouts that merely "dump" storm water onto the existing foundation footings. This is not good practice. All gutter downspouts should be connected with a tightline and extended beyond the foundation zone. A minimum of four (4) additional feet beyond the foundation zone is required. These downspout extension pipes should be collected into an "intercept drain ", placed in a gravel trench. Engineering inspections by this engineer required to verify work. SUMMARY: • The hillside behind the church building was excavated, but is not threatening overall slope integrity. • Stabilizing work (keystone block wall with Geogrid and proper drainage zone) is required for long -term erosional protection. Indian Pentecostal Church Re: 14275 Interurban Ave S. January 31, 2012 Page 4 • Church building gutter downspouts should be better controlled and tightlined away from the building foundations. • This engineer will work with project structural engineer to improve a few foundation posts that require better foundation stability. • Geotechnical inspections by this engineer required. • It is understood that the church has retained Maureen Caruso to prepare and submit plans to City of Tukwila. • Progress inspection reports and completion report (after satisfactory completion of geotechnical work) shall be submitted by this engineer to the City of Tukwila. If there are any questions, do not hesitate to call. DMB:vlb cc: Maureen Caruso micaruso @aol.com Dennis M. Bruce, P. E, Geotechnical / Civil Engineer 'S 1-.106" 07 -02 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director REVEREND WATSON 14275 INTERURBAN AV S TUKWILA WA 98168 RE: Permit No. D12 -041 INDIAN CHURCH OF GOD 14275 INTERURBAN AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/25/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 08/25/2012, 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, Bill Rambo Permit Technician File: Permit File No. D12 -041 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 *PERMIT COORD COFil PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -041 DATE: 02/10/12 PROJECT NAME: INDIAN CHURCH OF GOD SITE ADDRESS: 14275 INTERURBAN AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: kV\g/ BGil ling'Division BE Ate( o,1.12 Public Works ��I Awk Fire Prevention Structural 3)2fta 02.-6. L Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 02/14/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/13/12 Approved Approved with Conditions 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: Documents /routing slip.doc 2 -28 -02 0 CITY OF TUICWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431-3665 E -mail: tukplanPci.tukwila.wa.us Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: ba- O-1 I STATE OF WASHINGTON) ) ss. COUNTY OF KING <'( k \ 2 9 V\ \, %0v1.17 , states as follows: [please print name] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number _a, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform con .truc ' .11 work. 111■41_ Alb' OP Owner wner's Agent* Signed and sworn to before me this T-----(;LrtAarj _9 L day of ,20 /c)N. TA1Y PUBLIC in and for the State of Washington Residing at / Name as commissioned: My commission expires: , County / 1#7 nakri< 18.27.090 Exemptions. The region provisions of this chapter do not apply to 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holdpa valid electrical .contractor's license under chapter,i9:28.ACV that .mploys a certified journeyman electricigt tkcertified residential "specialty electrician, or an electrical trainee meeting-the= requirements of chajster 'l9.28 RCW to performplumbing work that is incidentklly,xlirectly, and immediately appropriate to the like- inkind replacement ol`'a household appliance or other small hb}ise}iold utilizati9t equipment that requires limited electricliower,and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. STEEP SLOPE PARKING LOT CURB OWNERS: INDIAN PENTECOSTAL CHURCH CONTACT: REVEREND WATSON 206 909 -1760 LOT AREA: 9500 sf LEGAL DESCRIPTION: HILLMANS SEATTLE GARDEN IRS NELY 100ft LESS STREET ADDRESS: 14275 INTERURBAN AVE. SOUTH TUKWILA, WA 98168 4" SOLID PIPE © 1/4" PER FOOT SLOPE NEW KEYSTONE WALL PER GEO —TECH REPORT AND INSPECTIONS ADDMON TO BE REMOVED EXISTING BUILDING NO CHANGES EXISTING STORAGE SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical bg Plumbing hi Gas Piping City of Tukwila BUILDING DIVISION, 56' —O" 17' -4" 4' -0" DIAM x 3' -0" DEEP RYWELL IGHTLINED TO DOWNSPOUTS ON NORTH SIDE OF BUILDING \ 4" PERFORATED PIPE A T 1/4 "PER FT SLOP= PLANNING APPROVED No changes .can be made. to these plans without approval from the Planning Division of DCD J +6 tY t+ Approved By: !_, Date: SCOPE OF PROJECT: DEMO REAR STORAGE SHED INDICATED ON PLAN CONSTRUCT KEYSTONE WALL BETWEEN BUILDING AND SLOPE DIRECT ROOF DOWNSPOUTS AWAY FROM FOUNDATION ACCORDING TO GEO —TECH REPORT AND INSPECTIONS 95' -0" PARKING LOT 1.3"-4" 2'_8 INTER 10' WIDE SIDEWALK 10'. -0" DRIVEWAY a- nix COPY Piave ISIoe•millivea•-••\ Pim review 8p 13 to *om andomvJOni &ploval of =Motion dominants does not autivi1 z tie violation of any adopted code or ordnance. Rsapt of Woad iv ode 2 JRBAN AVE. SOUTH ITE PLAN REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. 4 `a-1 Oty Of ►� SU DING Di REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 3 2012 City of u ila BUILDING ► ISION EXF'ED AUG 2 5 2012 APPROVED FEB 17 2012 City of Tukwila PUBLIC Works CIlVOFTtJK FEB 10 2012 PERMIT CENTER EN1Nree P NNS tPUGE, P 51t01ZFLlK WA 98155 206 5 !6.9211 U O v 1-Lk11 Ilql 11 U GIZNT /PPOJFG1; INl IAN ENT1CO a_ G /1UPGt t U kSl DA 02.0,2012 5GALF; A11 ID (10."1 1 l/ DAWN 0 Y :: ENT-E: NAME DELETE FILENN7'; FNTEKNN11 /DELETE 5t BET; 1 \-5 OF 5111 T5 n"Z koo 40fitieW ftni MIgeSkc rofTukwila REviEWEDFoR CODE COMPLIANCE APPROVED FEB 2 3 2012 • '=4.7LIZZEZZI-7, 'now: ,irr SCALE: 1 /4" = 1 $—On kl. 44-4 CO _.,) -......_, ,....i Z N 1;-\---) ---D‘ iLl I" / U 7fN C/ u. o L-L-G, 8111/V5.57-6.5/11-5K? f >EA7TJ- , WA 981P 2OG,85 _).9801 GLINT NA(l ; 'fV ,Ek'fNP //117-ON 1421n f5ourrt INTE UJ ! V AVE, ruKWILA, VV ✓A 98138 G !)ATt: 02.(W.20/2 '-5CAL-: A" De/iv v iv ev: GillfGfr.ff: OY: riLE NAM: g'''EVIION#1: etV lt5ION 02: rEVLSION #5: PrVI"..510N -664; f.5t I EFT: ()f Sr/ EtTS REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 3 2012 KEYSTONE BLOCK WALL 4' -6' HT. City of Tukwila BUILDING DIVISION GEOGRID LAYER EXIST SLOPE GEOGRID LAYER lI1I---III1II' - im EXISTING BLDG 3' -O" COMPACTED GRAVEL SUBBASE PoPolD j-op � .c/ft_Er, 1/z" ----- ti-o" 4" DIAM PERF. PIPE 0 1' 2' 4' COMPACTED GRAVEL inalliaM11111111MIli SCALE: 1/2" = 1' -0" E 7 iiiii AUG 25 2012 APPROVED FEB 17 2012 ,:amity of Tukwila PUBLIC Works COM CITY FEB 10 2012 PERMIT CEt 1ER N d, ,8 aLt 0 ILI UPEEN C/ 811 e.5-1- SAL, 5f Airt-f, li 206,Z6,6 c) tt■ co _ -v-,-- Q � v \ O cO O Vi Li DAM 02.092012 1/2" -. I'-O' c AWN: JO; 5/11x7: 3/3 OF 5tiiE1"5