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Permit D13-318 - CORPUZ RESIDENCE - ADDITION
CORPUZ ADDITION 13932 51 AVE S D13-318 Parcel No: Address: Project Name: • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 1670400028 13932 51 AVE S CORPUZ ADDITION DEVELOPMENT PERMIT Permit Number: D13-318 Issue Date: 11/22/2013 Permit Expires On: 5/21/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: GEM CONSTRUCTION INC 21501 CONNELLS PRAIRIE RD E , BUCKLEY, WA, 98321 THOMAS A GOUGH 3002 S WALKER ST, SEATTLE, WA, 98144 GEM CONSTRUCTION INC Address: 21501 CONNELLS PRAIRIE RD E , BUCKLEY, WA, 98321 License No: GEMCOI*005MC Lender: Name: OWNER FUNDED Address: / 1 / Phone: (206) 799-1042 Phone: (253) 447-4091 Expiration Date: 6/6/2014 DESCRIPTION OF WORK: CONSTRUCTION OF 620 SF FIRST FLOOR ADDITION. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL AND DOWNSPOUT DRAINAGE W/ INFILTRATION. Project Valuation: $76,118.40 Fees Collected: $2,377.60 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Occupancy per IBC: R3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: • • Channelization/Striping: N Curb Cut/Access/Sidewalk: N Fire Loop Hydrant: N Flood Control Zone: Hauling/Oversize Load: N Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Yes Permit Center Authorized Signature I hearby certify that I have read an P\gitAd Date: 11 1203 I7j examined this permit and know the same to be true and correct. All provisions of law and ordinances gov ni g 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 and agree to the conditions attached to this permit. Signature 1.� nk_ (�. Print Name: a " ` ( `Jlc , Date: ( (P)1(3 (3 This permit shall become null and void if the work is not commenced within 180 days for 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: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 2: Contractor shall notify Public Works Inspector Mr. Dave Stuckle at (206) 433-0179 of commencement and completion of work at least 24 hours in advance. 3: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for weekday work hours after 5:00 and weekend work hours. 4: Connect roof drains / downspouts to an infiltration trench / drywell on-site (or) other system per 2009 King County Surface Water Design Manual. Coordinate with the Public Works Inspector. 5: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 6: 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. 7: ***BUILDING PERMIT CONDITIONS*** 8: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 9: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 10: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. • • 11: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All wood to remain in placed concrete shall be treated wood. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 16: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 17: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 20: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 21: 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. 22: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0301 CONCRETE SLAB 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 0200 FOUNDATION WALL 0409 FRAMING 0606 GLAZING 1600 PUBLIC WORKS FINAL 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 0602 SLAB/FLOOR INSUL 5090 STORM DRAINAGE 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 2 1700 BUILDING FINAL** CITY OF TU ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building • Permit No. Project No. Date Application Accepted: Date Application Expires: '„°41`1,V1)1 (For office 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** SITE LOCATION e 3 S2 " Acv i, --rte w A 98 I 0, Site Address: / 3 9 32 YI kAiz S t< bJ t L A.. Suite Number: Floor: Tenant Name: dk/11-1 �" - G012 -Pin— New Tenant: ❑ Yes i►:4 No King Co Assessor's Tax No.: I (c)70 46 c128 -- 07 PROPERTY OWNER / Name: 11/41_1%4 b d/ c OR P u Z Address:, 5 43 2 5./ i? !%AI ,=' City: --' u t< W t L. Ar State: & Zip: CI $ 9 CONTACT PERSON — person receiving all project communication Name: ---r1--t O talk S A, Ci,7 m f, Go t,--1 Address: Q �,2 S o i At_ ta12 -t City: ik--r-r La- State: vAi k Zip: s g 1 244 Phone: .ZBfc _11 f_ [J42Fax: Email:6_joi ivlaaaAJ ui_le'Co� Q Ciata� GENERAL CONTRACTOR INFORMATION A 51.. Name:e, Company Name:(.91 e 4,1 c+CAj& r Address: City: State: Zip: Phone: Fax: Contr Reg No.:4o� GO � , ��� Exp Date: ' 11( "1 Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 ARCHITECT OF RECORD A 51.. Name:e, Address: Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD A 51.. Name:e, Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) A 51.. Name:e, Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATI• 206-431-3670 i Valuation of Project (contractor's bid price): $ c 2S, cDQ 0 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): '1--40 1603 O L t O ' b G:-. t S' -('t NIG.k r r DC r 1-.6132. 4,Gf kJ 5 CEJ K ctii LLA L1 `IQ I=f) kNovi-ii) vs -r C" Pt l !os `t- izoo fZ tJ trN s� -►tom is ©use Will there be new rack storage? ❑ .... Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 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 -0210 L Floor area of accessory dwelling: in 20 -r *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) GIN VD A° Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicanonsWorms-Applications On Line \20I2 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s` Floor ycto2�2"d Floor/5D. (4 R (6, 3`d Floor Floors thru Basement Accessory Structure* Attached Garage WO Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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 -0210 L Floor area of accessory dwelling: in 20 -r *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) GIN VD A° Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicanonsWorms-Applications On Line \20I2 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 hh Page 2 of 4 PUBLIC WORKS PERMIT IN TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila 0 ...Water District # 125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑ ...Valley View ❑... Renton ❑ ... Sewer Availability Provided 0... Renton 0... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which applv): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance 0... Easement(s) Proposed Activities (mark boxes that applv): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water 0... Geotechnical Report 0... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0... Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0...Work in Flood Zone 0...Storm Drainage 0... Abandon Septic Tank 0... Curb Cut 0... Pavement Cut 0...Looped Fire Line 73 ❑ .. Permanent Water Meter Size (1) ❑ .. Temporary Water Meter Size (1) ❑ .. Water Only Meter Size ❑ .. Sewer Main Extension Public 0 ❑ .. Water Main Extension Public 0 97 0...Grease Interceptor ❑... Channelization 0... Trench Excavation 0...Utility Undergrounding WO # (2) " WO # (3) WO # (2) " WO # (3) WO # ❑ .. Deduct Water Meter Size Private ❑ Private 0 " WO# " WO# FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water 0 .. Sewer 0 .. 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&2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 3 of 4 PERMIT APPLICATION NOTES — 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. 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). 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: �`I/' �' Date: 1 Print Name: I �W E �' ' ��e� Day Telephone: C20)4( 1 f Mailing Address: ave. 4. kw i la WA ' } (.Q) H:\Applications\Forms-Applications On Line12012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh City State Zip Page 4 of 4 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees (SfP_) PROJECT NAME C'0I PU . A DD f T7 a rJ PERMIT # b./3 — 3/8 13132_ 51 Ave- ScanrH 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/Sewe S rface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $250 (1) /50 `750 900 407ee- 0 22 .� C. 2.0% of amount over $100,000, but less than $200,000 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 Enter total fill volume cubic yards cubic yards $ 22 i 0.00 (4) Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 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 1sT200,000, 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) $ 272 5i -259:00 - 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) 7. Pavement Mitigation Fee $ 2 2 --0076) 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 lst 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 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 $ 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 WHEN PERMIT IS ISSUED 50 (6+7+8+9+10) $ 22 —0700 - 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 (inches) tallation Cascade Water Alliance RCFC 01.01.2011 —12.31.2011 al Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.5 $16,137.50 1.5 $2425 $30 5 $32,450 2 $2825 , 0 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 7 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 Clear Form Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,559.35 D13-318 Address: 13932 51 AVE S Apn: 1670400028 $1,559.35 CONSTRUCTION PLAN REVIEW $23.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $23.00 DEVELOPMENT $1,258.85 PERMIT FEE R000.322.100.00.00 $1,258.85 PERMIT ISSUANCE/INSPECTION FEE $23.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $23.00 PW BASE APPLICATION FEE $250.00 PW BASE APPLICATION FEE R000.322.100.00.00 $250.00 STATE BUILDING SURCHARGE $4.50 STATE BUILDING SURCHARGE TOTAL FEES PAID BY RECEIPT: R175 B640.237.114 $4.50 $1,559.35 Date Paid: Friday, November 22, 2013 Paid By: GEM CONSTRUCTION, INC Pay Method: CHECK 6400 Printed: Friday, November 22, 2013 12:46 PM 1 of 1 173,17. SYSTEMS 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.TukwilaWA.ov Parcel No.: 1670400028 Address: 13932 51 AV S TUKW Suite No: Applicant: CORPUZ ADDITION RECEIPT Permit Number: D13-318 Status: PENDING Applied Date: 10/11/2013 Issue Date: Receipt No.: R13-02867 Initials: JEM User ID: 1165 Payment Amount: $818.25 Payment Date: 10/11/2013 01:38 PM Balance: $1,263.35 Payee: THOMAS GOUGH TRANSACTION LIST: Type Method Descriptio Amount Payment Check 5432 818.25 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000.345.830 818.25 Total: $818.25 rinr• Parcin4-na Printed: 10-11-2013 INSPECTION RECORD Retain a. copy with .permit. INSPECTION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431=2451 Pro ect: ORiJL 1Tt Type of Inspection: k—i Ki A C_ Addr ss:. 1-693Z'5tPcvs Date Called: Special Instructions: Q 4 i i ..'i pie -4 �� Date Wanted:. 2 --�.Co- tq . p• . Requester: Phone No: cI Approved per applicable codes. Corrections required prior to=approval.. COMMENTS: 4 t OrriApl��. (rnspec Cr: REIN PECTION FEE REQUI ED. Prior tonext inspection. fee must be paid •t 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain. a copy with permit 6t3.-316 PERMIT NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670. Permit Inspection Request Line (206) 431-2451 Project: (10?Z.IZ - • Type of Inspection: l kiA L Addrs- Date Called:; Special Instructions: ¥k Yt_ Date Wan ed: Requester: TO (41 Phone NP ll QApproved per applicable codes. Corrections required prior to approval. COMMENTS: i?l�i�tr as-. ' \O \ ; (A) av -11' N✓f N nspec Date:. Z ' NSPECTION FEE REQUIRE Prior to next inspection: fee must be id at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila. WA 98188 . (206) 431-3670 Permit Inspection Request Line (206) 431-2451 br3-ze PERMIT NO.• Project: D . Z+ Zr Ty a of In :tion.: , "@er1„VS1.r ,t 1 Adds' r Date Called: Special Instructions: Dateted: --0�j 3 Z L" �; - per,. Requester:' W Phone No: (71_-/o6/7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4pi " nspec , • r: � Prior inspection, fee must be SPECTION FEE R QUIRED. P I p at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection. Date O INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY .OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Dt3-3 Mcg Proj t: Type of Inspect - Ad k` -32., 51nvS Date Called: Special Instructions: Date Wanted: a.m. Requester: _: Phone No. . .. .2_56 79 l o Lia 1g3ApproVed per applicable codes. I J Corrections required prior to approval. COMMENTS: r I spec I:: Date: EJ'NSPECTION FEE REQUIRED. Prior to next inspection: fee must be p id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection: INSPECTION RECORD. Retain a copy with permit INSPECTION'NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila. WA 98188 (206) 431-36701 Permit Inspection Request Line (206) 431-2451 Project: (-4., r -t' 0-1_, Alz: t;70.‘ Type of Inspection: "W OA ___. ...- Address::� rr S� , r t 1 t 1V Date Called: = - _1_ Special Instructions:. Date Wanted: Requester: Phone No: JApproved per applicable codes. Corrections required prior to approval. COMMENTS: • 1�. 7 Date: REINSPECTION FW&QUIRED. Prior to next inspection: fee must be paid at 6300 Soutenter Blvd.: Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila.WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 .113-316 Project: - (0fiJLIz- (�.D1TI0tom` Type of Inspection: P1 .AMi JJ 6 ---' Adress: t3�32 S 1 Ai s Date Called;J;-' GtAZ1NC, Special Instructions: Date Wanted: t (Elm) Requester: . PheU �o(1' 7 -' c. Io4Z NApproved per applicable codes. Corrections required prior to approval. COMMENTS: " 0 i NIA1 `\i Ca _ E 4 ?)iruje6 4 i,tikJ i'c' -l- 6 (-2) 1------`(& S +e C 0 -1Y",'e 41 P4rvi i ,6 -i / Pi le -( --4- v (,1.x/4 I) 1 UD u /,q -fr, &J (3 Co LA-2---m!C• APP'A-%*cl I (Inspector: Dai ' n R I4SPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO.. a r� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,. Tukwila. WA 98188 - (206)431-3670 Permit Inspection Request Line (206) 431-2451 Project; �:. G RpLSL ,q-ao 1 .F-1 a 1 T e 1 pSI�ectio 11 oof f en: -,,; U G Address: ' - . I' 132 <51. ASS Date Called: . . Special Instructions: Date Wanted: 1 -- 1 S— 1L-(.. a.m. p.m. Requester: - ,a:o 6 74 q rau 2 CP3:)Lig 7-q ( EiApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: (1 .12.6 .Sh th; 5 (1),)/ae tUA-I1 Stie.•4 1-ii4C - ri��imk'rd Ic Ta l,..l4-401,4/TAl Ins ctoK:/ 1 El RE! S'PECTION FEE REQ I 1RED. Prior -to next inspection, fee must be paid't 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1 j i 413 INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit i(3 -3t PERMIT NO. Project: C--0 f^ Pte--. Aa43:60 / Typ of Inspection: I .4 S�e� , /\-L� Address:rr 13�, 13? AVE-..- Date Called: c-"rA)A, A 6 ??? ., R Ji d/ I_ '( 6 .,,,it,, [ 0 `, , ^ I AI 1,T Special Instructions: Date Wanted: c2„,_,8 aa. m. Requester: jj1\ _. (,J e_ 1,\- eit P. X. i Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: fHRAJ-RN--ttre_R. Soe..4 g ,..,./VT Y5,,(‘ A kia,5 ke(lfl fr'e✓1 ost S k o p S ...-J-e/' TLt , n /, 1 A S - r1- (i P A t 6-t-` a R j n S�, i 1 . 1` ' ,i. P i ( : iJ ,4- . 'v/- J ., R Ji d/ I_ '( 6 .,,,it,, [ 0 `, , ^ I AI 1,T (-04.:+�r`to,tA0,� i lam. • Rp,-.JdAPAL1P i . c2„,_,8 (9_,tj t� \ N ( ( 7. 6 (-{, i,r fv, iN '�' A.It jj1\ _. (,J e_ 1,\- eit P. X. i `^fi�.R'l22 Date: l3 n REINSPECTION. FEE REQUIRED. Pr'o next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECtION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206).43'1-2451 Projec pet('Z A .' ii i (SNQ Type of Inspection: 5L¢1 Address- ate Called: Special Instructions: Date Wanted: 2, `.2� 1 a.m. p.m. Requester: Phone No: Approved, per applicable codes. Corrections required prior to approval. COMMENTS: ate: n REINSPECTION FEE REQUIRED: Prior to nex inspection, fee must be paid at 6300 Southcenter Blvd.: Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. Dia 3I� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431-3670 Project: Q 0R z ez� Type of Inspection: 0.f-•1L\0ret sL#.-S Addres - Date Called:. Special Instructions: Date Wanted: L / I '' � 13 (a.m,; p.m. Requester: Phone No: jApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1Insgec or: n REINSP CTION FEE REQUIR D. Prior to next inspection. fee must be paid$'6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 (206) 431-3670 Project: Type of Inspection: Address: 1 3a13 2'51 Av 4 Date Called: Special Instructions: Date Want d: ��-f' / / (�j ti. p.m. Requester: Phone No: Eli Approved per applicable codes. • Corrections required prior to approval. COMMENTS: tri, ti -(A f , � fhOU all FNS Inspe or:r AAAll J Date: i) /13 El INSPECTION FEE REQ !RED. Prior to next inspection. fee must be Raid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CITY OF TUKWILA Public Works Department 206-433-0179 DEVELOPMENT BULLETIN C2 ROOF DOWNSPOUT CONTROLS What are roof downspout controls? Roof downspout controls direct rainwater leaving the downspouts from a building, preventing flooding or other damage. Examples of downspout controls include splash blocks, dry wells, infiltration trenches, or piping directly to a City -owned storm drainage system. When is a PW review required for roof downspout control? A storm drainage review is required; 1) for new roofs which are 500 square feet or larger; 2) when roof downspouts will connect to the City's storm drainage system; or 3) when drainage impacts to neighboring properties are anticipated. The City's storm drainage system includes drainage ditches, drainage pipes, manholes, catch basins, and other methods to convey storm drainage. If my building needs storm drainage for the roof downspouts, what control shout I %se? Per eking County Surface Water Design Manual, adopted by Public Works in X999; "Essentially, roof downspout infiltration is reauired unless determined to be not feasible or not applicable using the evaluation procedure in 5.1.1, p 5-5." If my project does not need a review, what do I do about the downspouts from my roof? Your downspouts may go to a gravel trench, splashblocks, or other method to handle the rainwater, as long as the method you choose does not cause negative water impacts to neighboring properties. Can I connect the roof drains to the sanitary sewer? No. The storm drainage and the sanitary sewer must be separate for water quality and public health reasons. Can I combine the footing drains and the roof drains? No. The two systems must be separate. If you have questions, please contact a Public Works Development Engineer. References: King County Surface Water Design Manual Uniform Building Code U.P.C. Appendix M: Subsoil Drains M 1.5 This Bulletin should not be used as a substitute for codes and regulations. Your project will be reviewed for specific compliance to codes and regulations. Approved 05.08.02 1 Revised SECTION C.2 FLOW CONTROL BMPs FIGURE C.2.4.B TYPICAL GRAVEL -FILLED DISPERSION TRENCH FOR BASIC DISPERSION c, 0 o� op p d o d Q 0 °0Q 0 p0 d d oD °d da d 0° 0°° Q a 0 0 a n p o 0 ° v a°p°° p° °p a°°p °70°00 a O 0 0 0 700 o 0 0 0(700 optic, °°d°° pQ 0Qd °O0 doodn0 _o0 °pd°I /K0306- 0_0:7 K0306- 0od v°0d pd: °t 18'min . °°0 0ti oD0 07° °° 0° p v ° Q °°°° n a °° aao °a 00 pa as ° ° °p 00 o°°°° p 0 00000 p ° ap ° a p0 0 O a p0 v ° 0 0 0 0 0 • p 0° O p 24" min TRENCH X -SECTION NTS slope 4" perf pipe level outlet 11/2" - 3/4" washed rock 5.700 sq. ft. >700 sq. ft. small catch basin or yard drain r 25Foiotvegefated F(owpath; Segmenter Simple 10 -foot trench Type I CB Maximum 50 -foot trench w/notch board (see Figure C.2.1.D, p. C-32) PLAN VIEW OF ROOF NTS 1/9/2009 2009 Surface Water Design Manual — Appendix C C-56 C.2.2 FULL INFILTRATION FIGURE C.2.2.0 TYPICAL DRYWELL INFILTRATION SYSTEM House /. 1 Roof Downspout Roof Downspout flow / 1�Roof Downspout House / Overflow Splash Block Catch Basin (Yard Drain) DRY WELL PLAN VIEW NTS flow Fine Mesh Screen Topsoil 0 48 Inch Diameter Hole Filled with 11/2-3" Washed Drain Rock Mark Center of Hole with 1" Capped PVC or Other means Flush with Surface Catch Basin (Yard Drain) 15' min. Min. 4" dia. PVC Pipe Sides of Hole Lined with Filter Fabric DRY WELL SECTION NTS xr�„� �.�7oC.o�o pco 4�� f 4Qa �J�CQo 4Qa Qf pl oC o 48 Inch Diameter g? ;lc Hole Filled with a� 11/2-3" Washed 5 Drain Rock Min. 1' above Seasonal High Groundwater Table 1' min. Varies 2009 Surface Water Design Manual—Appendix C 1/9/2009 C-47 C.2.2 FULL INFILTRATION FIGURE C.2.2.A TYPICAL TRENCH INFILTRATION SYSTEM 6" 6" 12" 13 PLAN VIEW — 4" rigid or 6" flexible NTS / perforated pipe infiltration trench PLAN VIEW NTS 4" rigid or 6" flexible % perforated pipe roof •- drain sump w/solid lid overflow _V splash block -\\\/I' w..— washed rock '--N 474- 1 1/2"-3/4"a '. C3 ° u Cl` -11"A varies t' min 5.0' min i~ 117., LA i l' min fine mesh — CB sump w/solid lid crrccn filter fabric ---, t , — compacted backfill 4" rigid or 6" flexible 24" I jjr 12" i� 1 perforated pipe U 'Co p 'r ..,a✓c v'c V _ °cooC0O �, c �% c C _ ^ ,7 0 �-�+— 24"—+►4 SECTION A NTS washed rock 1 1/2"-3/4" 2009 Surface Water Design Manual — Appendix C 1/9/2009 C-45. MITCHELL ENGINEERING INC. erFZE7mr,K111111111111. P -rt a hi A- Moi L_.) '""-. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 r; N/ 1144.1 , TT AJ hoc W 441-J► v�t L1 f/4' 4wi, 10541e - '1)c 4-12 li City of Tukwila BUILDING DIVISION Se,T"h7i-1 PREPARED BY PROJECT DATE SUBJECT SHEET NO OF JOB NO. 4-100 _E 4'tr clot ya-A-.A. A r my These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the esigner. Additions, deletions or revisions to these d.vings after this date will void this acceptance and will require a resubmittab.of' revised drawings for subsequent approval.,,,, _. . Final acceptance is subject to field inspection by the Public Works utilities inspector. JDate: :-_ _ = By: REVIEWED FOR 99 , OS' CODE COMPLIANCE Cr\ Qo rce\ l5-10 o -00X6 Le i pe c1 coo COLEGROVES ACRE TRS LOT 3 OF TUKVVILA SHORT PLAT #L06-006 REe 20080529900020; SD SP BEING LOT 3 BLK 1 OF SD PLAT Stesiroct e NOV 0'7 2013 City of Tukwila BUILDING DIVISION ( A.F Mok �� cb•�re.c. ) RECEIVE OCT 15 2013 TUKMILL` PUBLIC WORKS RECEIVED CITY OF TUKWILA OCT 1 1 2013 PERMIT CENTER Y (oe lniFeAhrAmoN dvLY 2 • MON. IN CASE STA 10+00 _DNA EL -117.00 f. FULL MOTTiPPATEN rr1 OTT STANDARDS STA 1+S2.21, 9114-122.1 E(IN)-114.1 , •. E(Our)-114.0 FlEtD VERIFY EX STA 0+72.05 C2. 20' OMVEWAY CUT PER TUKWILA 5T05. RS -8 2 .si Z I N t OF,e N CI'1 A-Np CO NDt.e /is FDR- 5c t. pow 0,1e. 120/4-t• Rasp:.R rTroN LER- c rrf o F Tidg4iti DEt. PAUC11.-11aNr- 444+0 o '3°/`P it 11170430017 S 139TH ST 11507400'WU•550.9010) - 556.01'(P) REMOVE ER1311140 COMB aAPTO RESTORE CURB APO GUTTER SIDEWALK PER TUKWILA. STANDARDS. x IGD4rAD06 00110 9EIE .. RF.TA90N ..-a tL-16?4.1KG312A SOOTIF • _,:92.02' ▪ 'Orr iV0TP1 20..I FRONT.\ 13.5.161../ . COD ONCE • �BUILDi T UVI1EO IIf)LTRA10N DRY'AE 1. OR OTHER SMALL SITE BIM. DOUR W/ moo BERAFIEIG 3.I'WAU.:ASI SIDE 1 r.7EN•Y (a POT 1 IW ,IIP n 1 n ` 3b 278.93• V) N90Y0'00'W 342.03' • 270.93'(C) 2-3/4'': WATER PER NCYO /125 SIDS. EX 90EYRAU( EM CURB A, CUTTER 3 n 1'• 9iA' Bieie LL 20' DRIVEWAY CUT PER TIMWILA ST03 03-0 (Jl 1 m rnrn 0 MATCH EXIST .1.3WILI..U:il SIRE P/L ��}pi6t'enthoi•Ei;e�r�1,iol`�t�pio_ns' �....-'" - .411/-�»>i/iA Op standAt'd1 Qr'.OTdI a:'� .1VY.e [� IISL •ll' .il gg � ��•�.�.. Orla r efor the -,,..uayy of,(IiEypsiiiin rests tot .' ith the :a'ti designer. ' ons, delcuons or revislo„' `o these drawings after •'s date will void 't ptnnce and will require (- ubmittal e •sed drawings for subsequent appr•"•r. aid ariettra doss not tlaiyiin oilmnisacett Final acceptance Is 1 the Public Works r•: Date: N8919'0e'W 550.59'(c) - 555e0P) field (nspectibn. by • S 142TH ST D« SAWCIT NNE (0.11149 ASRIA1r PAVOIEN1 22' EASOENT ASPHAT.E 1HJcXENED EDGE PER KCRI,QWG. NO. 1-011 lA' CST° 2' CLASS B ACP TING EARTH RANULAR MOTH OF RESTORATION ASPHALT CONCRETE OR 9115W101.15 PLANT INA S Y T NNIS COMPACTED �CMUSR(o ROC( UNLESS MSE ORDERED BY THE CITY MATCH [OST _ TiAi.TFlt197i4`�g 1 - Tn PRIVATE ACCESS DRIVE NOY TO SCALE COMPACTED !UNMADE AO0ITIONAL TREATMENT TAY BE REWIRED REPLACEMENT PATCH 1508 OF EXISTING ASPHALT DEPTH DRAINAGE NOTES: (�TMOOF OF UAOIUTY NSRANKE SHALL BE SUBMITTED TO THE CITY OF TUKWILA PRIOR TO THE PIIECOHSTRUCTION (2) ALL PIPE ANO APPURTENANCES SHAU. BE LAID ON A PROPERLY PREPARE° FOUNDATION N ACCORDANCE WITH W500T 7-02.3(1). THIS SHALL NCLUOC 1EVEUNG AND COMPACTING THE TRENCH BOTTOM. THE TOP OF THE FOUNDATION MATERIAL, AD ANY REMITTED PPE BEDDING 10 A UNIFORM GRADE SO THAT THE ENTIRE PIPE 15 SUPPORTED BY A UNIFORMLY DENSE 1MYIEIDNG BASE. • (3) STEEL PPE SHALL BE OALVANEE0 AND HAVE ASPHALT TREATMENT /2. OR BETTER. INSIDE AND OUTSIDE CTY OF 1UKRALA DESCI AND CONSTRUCTION STANDARDS. (4) ALL DRAINAGE STRUCTURES. SUCH AS, CATCH BA5IN5 AND MANHOLES. NOT LOCATED WITHINA TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING UOS. ALL DRAINAGE STRUCTURES ASSOCIATED METH A PEMMANOIT. RETENTION/DETENTION FACILITY SHALL HAW 50.10 LOCKN0 U0S. (5) ALL CATCH BASIN CRATES SHALL CONFORM 70 CTY OF.TUKVILA DEVELOPMENT AND CONSTRUCTION STANDARDS.. MICA INCLUDES THE STAMPING 'OUTFALL 10 STREAM, DUMP NO POLLUTANTS'. • /4.6.rIak. mli;wvr 9.11--ZT.. me io•e ..K w . "*"'E.wJLt7?S. LL HAVE BEVELED ENO SECTIONS TO LIATap TILE 904 SLOPE. (7) ROCK FOR EROSION PROTECTION OFt ROADWAY DITCHES, YMERE REQUIRED. UU 9 ' OF SOUND GUMMY ROUX. PLACED TO A DEPTH OF .1 FOOT AND ST MEET THE FOLLOWING SPECIFICAITON:'•6'-b'/4011-7OZ PASS AU; 2'-4' ROCK/3011,40X PASSING:. ANO -r ROCN/107h20* P555RIG. INSTALLATION SHALL BE 84 ACCORDAMLY MTH CITY OF TUKWILA DEVELOPMENT AND CONSTRUC'«ON STANDARDS. (8) DRAINAGE OUTLETS (SETTS -OUTS) 'SHALL BE PROVIDED FOR EACH 1dNDUAL 10T. EXCEPT FOR 11105E LOTS APPROVED FOR INFILTRATION BY CITY Ki TAVOLA. STUD -OUTS SHALL CONFORM To THE FOLLOWING: A) EAON OUTLET SHALL BE SUITABLY LOCATED AT 111E LOWEST ELEVATION ON THE LOT. SO AS TO SERVICE AU. FUTURE ROOF DOWNSPOUTS AND FOOTRAINS. DRIVEWAYS. YAIO DRAINS. AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO R0 GME LOTS SUITABLE FON THEN INTENDED USE. EACH OUTLET SHALL HAVE. FREE -ROVING. POSITIVE DRAMTO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. MTH ASTAKE THE STUB -OUT SHALL E315)40 ABOVETLETS ON EACH LOT SHALL BE 'LOCATED SURFACE LEVEL. BE %SOLE ANDS 05%SECURED TO THE MAINSTAKE. M' °R• -� • C) PIPE MATERIAL SHALL CONFORM TO UNDERORMN SPECF'CA110NS DESCRIBED IN CITY ar TUKWILA OEVFIOPMENT AND CONSIRUCTNON STANDARDS AND. IF NOil-METALLIC. THE PIPE SHALL CONTAIN RARE OR OTHER ACCEPTABLE DETEC710N. 01 ORANAGE EASEMENTS ARE REQUREO FOR DRAINAGE SYSTEM-OESIGNE0 TO CONVEY FLOWS THROUGH INDIVIDUAL ROTS. E) THE APPLICANT/CONTRACTOR 15 RESPONSIBLE FOR COORDINATING 111E LOCATIONS OF ALL SNB -OUT CON' YANCE UNE5 MTH RESPECT 70 THE UTILITIES (E.G. POWER, GAS. TELEPHONE. TELEVISION). 5) ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. (o) 5T0RY DRAINAGE PIPE SHALL BE MR 'ESTAOLE PER 1150OT STANDARD SPEC 7-04.3. UTILITY NOTES: 1. ALL TRENCH EXCAVATION. CPOKAT10NS SHALL MEET DE EXCEED ALL ATTIC/ME 9404940 LAMS F04 TRENCHES ALL 440101 SAFRY SYSTEMS SHALL MEET VIS/44 REQUMEMENT6. •, SY ..: .. - : 2. PLAT POWTIL CA9Lf. FBEI O. DM ARID ITIVONC IE LINES M A TRD101 MIQA 5-0001 YMW WOM01 N2TAL SEPARATION FROM 014409IME4DR0U40 URII[5 3. ADJUST ALL NAIN(XI% CATCH BA5945, ANO TALKS N PUBOC 410415-CY-WAY OR EASE40415 PIER ASPHALT PAWN°. PAVEMENT RESTORATION NOTES: 1, COIIPACT !MODEL TO COMPACTION OF UNDISTURBED 040411D OR CO9ACl 84414551 10 MEET CITY 7TANDAROS 2, RESTORE EXCEPT R 91411(5 OR DRA1 TEATO ITS 000114 ARR.ER TIONS WITCH PRVENTTPPANW01QO1RE A OVEEN R FACl1TY IS D. REPLACEMENT:. • ON PMAMI& ARLEWAL. MAJOR 155108 5TREE1 9401943 CALENDAR DAYS • 04 01443 STREETSTITHEI 7 05AR DAYS. 8. FOR WORK ARDENTE° DUE TO WEA • PROVOS A meows PATCH. • PROVIDE A CON5IRUCTION SCHEDULE AOORES5440 WANT AND 0[1)4003 10 INMAN ULETIC DISRUPTOR AND 10 COPQEIE TORN AS 9400.Y AS POSSIBLE. SAWCUT UNE EXISTING ASPHALT PAVEMENT EARTHWORK QUANTITIES 0JT(CY) Fxl(CY) NET(CY) MERINO° 250. 250 0 AVERAGE ENO D NOTE: THE ABOVE GbANIITIES ARE FOR PERYITTINO PROCESS ONLY AND ARE NOT INTENDED FOR BOOM PURPOSES. THESE OUANRTIES DO NOT ACCOUNT FOR COMPACTION. UNSUITABLE MATERIALS OR SUB -CAME CUTS. AUG L.__ TRENCH M101)4 --H N41LS. 1. ML WORK TO CONFORM. TO THE CURRENT STANDARD SP,ECf)tA1ONS FOR ROAD; BRIDGE, AND MUNICIPAL. CONSTRUCTION. $$ i 2. A MINIMUM OF A ONE YEAR GUARANTEE IS ACQUITTED (4 AU. PAVEMENT PATCHING AND OVERLAYS. • -Y,GBNTROLLED DENSITY FAL IN PLACE OF CRUSHED 500K MATERIAL MAY BE REGUNED N CASES OF RECENT PAVEMENT OVERLAY. OR A5 DNECT5 BY 114E CITY ENGINEER. O FLEXIBLE PAVEMENT PATCHING DTAIL NOT TO SCALE P Y (,o& larac,nfn oN oavY fULL NOMPATCH reit' CITY STANDARDS • STA 1+8251. I:15E71 R01-1221 E (N)••114.1 • • E (OUT)114.0 FIELD VERIFY e •5TA 8+72.80 0. 20' DRIVEWAY CUT PER TUKV LA SIDS R5-11 Z REMOVE EXJ51110 DRIB OJT AND RESTORE CURB AND CUTTER SIDEWALK PER nMN1LA STANDARDS. 1101. IN CASE STA 10+00 TBA EL -117.58 Qty.) vN e ' Po V - 5u. E1• I Rte Rtsrve",-TfoN R:R- c irf o ?UizA,3, . % PE -T. RS -03 A 3D ISLi .1.STIN A - PAUcN�N 1P, .FiftFig' i� P .. (] ............. a•-•-•. 0•. SSL 187GIJ0017 ilak 23' ' ryV 1 •. / l/OlJ1a.• ... �i �- r 721.i.27. \� •• D `Al,/ R'UIIUTIE�... 10.3: 8.83 (C)ASSERSH11 1 70' FRONT -1 4 -SBL .1 S 139TH•ST N587$'08'NI'Q81,501C) - 555.01'(P) x tE70/000(16 CONCRETE OEil'V•Y•"''1 -+10030124 • x Ie?ae 1.7 COD ANCE• ION UNITED IWILIRATON ORYWELL OR OIMER 54ALLSTE DRIP. D(1GTI w/ BLOC BENY3:7G `,11 IMA /► 8. 130 278.9)•(1) N51Y958'W 342.93' (`J •.9292 (Cr: 25113V1 `lI t LOT LOT 3\ CE, TYP 1 -r 8.1102 SF �1 2-7/4'.• WATER PER KCVO /)25 STD% EX WDEWAU( EX CUR. it GUTTER T 7�•'�`.. AlRLAi1 GARAGE / y ' . .92.85''♦ ' -r GAA R 19285' �. REMOVED/ .../777/177-1.777'77/.. _ „yL./tT _,,* STA 6HI e 0. 20' DRIVEWAY CUT PER 1U(WILA 5105 05-6 MATCH EXIST ( (n 14.450 SF PA . n,4wtwr•,.}. �}�iw... ,y)./LA.9i. :� Jibe auihoii/e Qio)�tibn-s � • , `. .. Qp��}} r•S, ������EE CtJ�I op /tandallds* North 9 LY.e Ap01251.11 .for the .uagy of,(}I�y MJ n rests tot th the designer. 'tions, deletions or revisit) ' ' ' o these •I drawings after 's date will void t::.• :.• ptance and will require i bmittal sed drawings for subsequent :., cote Final acceptance Is the Public Works Date: ry / . GARAGE 1 13 Dila rn Na01/'08'5 55e.59'(c) - 55580'(P) i5 ,6. 84• )IWALLLAST SITE items ,eqsmh4 )'WU.1..EN.:1 18:8 ft 278.93'(C) tal of `121 o Rid 1. JGE14}:.:.17 r 17137111)J BY old ardosIons. doss not &U1lOdZ$ seloomlbcott kaniraghtid field Inspection by L' S 142TH ST SAWCUT UNE EX1TTN4 ASR4ALE PAVLLE Nf 50114 OF RESTORATION ASPHALT CONCRETE OR 8• BITUMINOUS PLANT TRX juirt =L .I Of 'Nada 22' EASEIIOIT No Y' GI TuktnRa N)72: ;'st')slons cid may Inti =1 lil::(:1::1::,..i!1 . 4 :.:..11•,...... .,.•.......... .. . .11•40"1"nelolr�ROGIe PRIVATE ACCESS DRIVE NOT 10 SCALE MATCH EXIST 1fl - .TTI -1 - COMPACTED SUBCRADE ADDITIONAL TREATMENT MAY BE REQUIRED • to Memos 01 :OWING EART14 OF GRANULAR WILTS COMPACTED SpII30 ROCK UNLESS OTTERMSE ORDERED BY THE CBT REPLACEMENT PATCH 1505 OF EXISTING ASPHALT DEPTH DRAINAGE NOTES: • (1) PROOF 08 UA9LITY INSURANCE SHALL BE SUBMITTED 70 RIE CFF OF TUKWIA PRIOR TO ME PRECONSTRU. 11014 MEETING. (2) ALL PIPE ANO APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION N AOCOROAILCE NTH W50OT 7-02.31). TMS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM. THE TOP OF 111E FOUNDATION MATERIAL, AND ANY REQUIRED RPE BED0N0 TO A UNIFORM GRADE SO MAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY CENSE UNTIEIDNQ BASE. • (3) STEEL. PIPE SHALL BE GALVANIZED AND NAVE ASPHALT TREATMENT 12, OR BETTER, INSIDE AND OUTSIDE CIT' OF 11.10WS LA DESIGN AND CONSTRUCTION STANDARD ( ALL .0FLIMAGE TURES, SUCH AS BASINS AND 4) SIDEWALK, SHALL HAVE SOUO 100000 U0S ALL DRAINAGE STRUUCETURES ASSOCIATED M A PEAL ANENS, 1401 LOCATED WITHIN A TRAWLED T - AGWAY RETENTION/DETENTION FACILITY SNAIL HAVE 501.ID 100(540 LIDS (5) ALL CATCH 8+44 GRATES SHALL CONFtOW TO CITY OF.TUKNILA DEVELOPMENT AN0 CONSTRUCTION STANDARDS, VTHCH INCLUDES THE STAMPING 'OUTFALL 'TO STREAM. DUMP NO POLLUTANTS'. • WDA . i Rw .0 21-8:,1 r `rww 47.-1"80770 HAVE TICKLED END SECTIONS TD MATCIII THE 50E SLOPE. (7) ROCK FOR EROSION PROTECTION 0* 80A0WAY DITCHES, THERE REQUIRED, MUST se` 0? BOUND QUARRY ROCK. PLACED TO A DEPTH a'1 FOOT *040 DUST MEET ME FOLLDWND SPEOFICAITON: •-01 /4015-7015 PASSNP, 2'-4' ROCK/305-400 PA59NC: AND -2' R4K/1015-20R PASSING. INSTAU.A110N SHALL BE 04 ACCORDANCE WITH CITY OF 1UKYALA DEVELOPMENT ARO CONS104i ON STANDARDS. ' (8) DRAINAGE OUTLETS (STUB -OUTS) RIAU. BE PRONGED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY OTT Of 11.1I4WLA. STUB-01TS SHALL CONFORM TO THE FOLLOW0G: A) EACH OUTLET SHALL BE 5UTA81.7 LOCATED AT THE LOWEST ELEVATOR ON ME LOT. SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND F001140 DRAINS, ORVEWAYS, YARD DRAMS, ANO ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY 10 9 l0CR ME LOTS SUITABLE FOR OE1N INTENDED USE. EACH OUTLET SHALL HAVE FREE -ROWING. POSITIVE DRAINAOOEE 10 AN APPROIED STORLWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. �1cE OR El) )HE OUTLETS OUT SHALL (01(00ON EACH LOT �ABOVE SURFACEL BE HLEVEL, BE VISIBLE ANO' BE (SECURED TO THE STAKE. N' • 'ate' C) PIPE MATERIAL SHALL CONFORM TO 014DERORAIN SPECIFICATIONS DESCRIBED IN 0TY OF 111(NILA DEVELOPMENT AND CONSIRUC1ON STANDARDS AR0. IF N09174ETALUC THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D) DRAIN01 AGE EASEMENTS ARE REOINLED FORANTHROUGHN ACE SYSTEM -DESIGNED TO CONVEY FLOWS THROUGH DIVIOUAL L T5. . I E) 754E APPLICANT/CONTRACTOR I5 RESPOINSI&E FOR COORONAIINO ME LOCATIONS OF ALL STUB -OUT CONVEYANCE 1.24E5 MATH RESPECT TO BIE U1n1TE5 (E.G. PONER, GAS. TELEPHONE. TELEVI5104). • - 8) ALL INDIVIDUAL 5118-0115 SHALE BE PRIVATELY OWNED TWO MAINTAINED BY T142 LOT HOME OWNER. (9) STORY DRAINAGE PIPE SHALL BE NR "ESTABLE PER W500T STANDARD SPEC 7-04.1 UTILITY NOTES: • 1. ALL REICH EXCAVATION. OPERA0014 SHALL WET 011 EXCEED ALL APPLICABLE SHORING LARS FOR TRENCHES. AU. 115401 SAFETY SYSTEMS SHALL YCEI 9194A RE5AREHENIS. ..�� ,.: .. .: ...., • 2. PLACE POWTA. CASE. FBEII' ROCS. N0T0t•8Dlf DIES N A RE1101 114 A 54007 405174 4(IZD(TAL SITARA1104 FIIO(1 01LIFA 4110EE0010840 UIUDES S. AOA151 ALL YALAIQES, CATCH BASINS. A/O VALVES N PUBLIC 111011S -Of -VAT OR FASEM0113 AFTER ASPHALT PANNI. PAVEMENT RESTORATION NOTES: H, C34PAC1 BA24LLL 10 COWAC1ON (5 430880RBE5 01000) OR COMPACT 8AC10411. 10 MEET OTT STANDARDS 2' RESTI2. EXCEPT FCR PAVEMENT 1011WIER OR IFER TEARER 801011045 5801 PREV0R PAVING. RESURFACING. OR ACUTY CURSED. REPLACEMENT:. • ON PRINCIPAL *RITUAL MAJOR p� IX2IECTOR STREET 55484 ) GLE4DMAY DS • a 011101 STREETS' R1M11 7 LN(40AR DAYS. B .0( IOW PREVENTED DUE 10 IEA• PRIME A 1FIPORNIY PATOL • PROMO( A CONSTRUCTION SCHEDULE A00NE5580 4EAN3 NLD 4E1H007 00 WAIN 'TRAFFIC 090p10N ANO 10 COMPLETE 00101 AS 101047 AS P0531131E. 5*ICUT UNE EXISTING ASPHALT PAVEMENT 1i1I11111III11IrI" \s. {._ TRENCH MOM 4. 1. LLL HORN TO CONFORM. TO ME CURRENT STANDARD StECI ATIONS FOR ROAD', BRIDGE. AND MUNICIPAL CONSTRUCTION.• 2. A 1.104114U11 a A ONE TEAR GUARANTEE IS REWIRED ON AIIL PAVEMENT e•rometo AND OVERLAYS. ��OUREO W CADENSES OF TY FILL ECENT PIN PAAWMENOF NTT OVERLUSHED AY. MATERIALOROCK AWECTED 87 THE 012 ENGINEER. • B FLEXIBLE PAVEMENT PATCHING DTAIL • NOT TO SCALE CE AUG 2011 K C 8'ice. .TV. i EARTHWORK QUANTITIES 0)1(CY) FILI(CY) 157(12) METHOD 230. 200 0 AVERAGE ENO D NOTE: THE *BOK T )AMITIES ARE FOR PERMITTING PROCESS ONLY AND ARE NOT INTENDED FOR BIDDING PURPOSES THESE QUANTITIES DO NOT ACCOUNT FOR COMPACTION. UNSUITABLE MATERIALS OR SUB -GRADE 0115. LA 11 (6A /NFOA014170") oNLY) • NON. IN CASE STA 10+00 TRY a-)17.56 TULL MOTI1 PA1Q1 rGI- • CITY STANDARDS Qv ZI Nt bt_ 1-R6 NCH A -ND cdr> tqllt4f 1$ FOR -SCI. Pip,,aa,R. ; Ra+'o �D � ��rl FSR- c 1-1 M�N1� 'Ti11t,tl.�l. A DET. R RtsT° 90 • ring Flie‘°'11 .•Mf . �SG.A.- L - 121&-..•S 01331 A semio057R. TE7042008 13°11(PES I I. S 139TH ST N6a74'Oa'W'551.50'(c) - 551.01'(P) STA 9+6248.'a:02'R RN -122:1 E (N)-114.1 • . IE(OUT)-114.0 FAD VERIFY EX •SEA 13+72.as CL 20' DRIVEWAY CUT PER TUKWILA STDs 95� 6 2 I 15/NOIk2I 2•-27403'(0) REMOVE EXISTING CURB OUT AND RESTORE CURB AND GUTTER S9001YALn PER IUKWM-A STANDARDS. 1 le!u'-L coop .• ONCE �BUILDI 1' r choir ta UVITED IK11111A1TY1 ORYMEI. OR OTHER SMALL STE BMP. o60 W/ 9150 eE1RMR:10 ---a 3.I•WAL1.:A51 SIDE 111TEN,Y 2-3/4 - WATER PER KCMG 1125 5705. EX 8DEWAUT EX CURB AT GUTTER 1 - Fs. ..• _ \ 1 �`�- A5RHL1.: .' "j..... L '.'.. GAMOE N88'49'05'W 192.45' -•\_. •EMOVEu ..1.-77P74.77'77/.N HDI1Ba �C E10si••" ( 01 Pm IMA -. 1� M1 /3N 270.93'(.:) N6s'IY'9a'19 342.93' 27493'(C) $ F a • STA' 6"istre CL 20' DRIVEWAY 01T PER MAMA 5705 RS -6 O MATOI EXIST LOT 1 14,459 SF E. dfit,. dQp��}}'ri6t 9uthoiixe.T[iol y'bn& •op itandaeds OL .Orth s c ie k3' pond sfor the T, •uarty of,t)� �fJi�n re1t1 tot I� designer. ' .11 tions, h:Dons Or revisi0�r `0 i' drawings Bfter •'s date will void 't .;•' a9•m'00' and will require .ubmittal .„ (cl for subsequent Final acceptance is the public Works Date: ' SIA _ . 4A'. GAUGE' • nna; 1th the these, tante drawings 31'W0-I.EASI SVC PIM* ^Mew 114\122 II' 149040 G (TDP.04)/Dant and erasion dons not .ulhon n itOininwSpaek 6991a•O8'W ss8.99'(6) - ss260'(0) field Inspection by S 142TH ST Of ildtwIla DIVISION- P/-• [ASE 22' EASEMENT SATAIT NNE EXIi964 ASPHALT PA-u TADTH OF RESTORATION ASPHALT CONCRETE OR NTUY9NOUS PLANT 111(1 TING EARTH GRANULAR I RNS COMPACTED 511,0 ROCK UNLESS ANERNSE ORDERED BY THE CRY MATCH EAST 2 Q.ASS B ACP 111.._ -. PRIVATE ACCESS DRiVE Nor ro SCALE rrT 11 - COMPACTED UNMADE 00011104A(. TREATMENT MAY BE REQUIRED YARATTIAMVWIWm.U1 • REPLACEMENT P0TO1 1505 OF EXIST -91G ASPHALT DEPTH 'DRAINAGE NOTES: ((1)aTMOOF OF UABIUTY INSURANCE SHALL BE SUBMITTED TO THE OTY OF TUKVALA PRIOR TO 111E PITECONSTRU,TON (2) ALL PO'E ANO APPURTENANCES SHALL BE LA10 ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 991)4 MOT 7-02.3(1). THIS SHALL 94400E 1EVEL60 AND COMPACTING 114E TRENCH BOTTOM, THE 106 OF THE FOUNDATION MATERIAL. AND ANY REWIRED RPE 9(001116 TO A UNKORY GRADE 50 THAT 194E ENTIRE P1PE 15 SUPPORTED BY A UNIFORMLY DENSE IN11ELON0 BASE. {3) STEEL PPE SHALL 8E GALVANIZED AND HAVE ASPHALT TREATMENT /2, OR BETTER, 1190E AND OUTSIDE OTT OF TUKWILA OE066 AND COHSTRUCTON STANDARDS. • (4) ALL 'DRAINAGE STRUCTURES. SLIM AS CATCH BASINS AND MANHOLES NOT LOCATED MTHN A TRAVELED ROADWAY CIR SIDEWALK, SHALL HAVE SOLID 1000)40 UDS ALL DRAINAGE STRUCTURES ASSOCIATED 194171 A P0ILIANENT- RETEIITION/OE1ENRON FACILITY SHALL HAW SOLE LOCKNO LIDS • (5) ALL CATCH BASIN ORATES SHALL CONFbMI 10 OTY OF..TUKPoLA DEVELOPMENT AND CONSTRUCTION STANDARDS, MIC3I INCLUDES THE STAIPNG 'DUTVALL *TO STREAM, DUAP NO POLLUTANTS'. • • V ,;mawvw �.1�iUrC"rww Tire ma',7. , w'....�. ,.. �...i :., rl ., ..14:,72 .:4XIS ..,..- HAVE OEVELED END SECTKINS TO MATCM THE 80E SLOPE. (7) POOL FOR EROSION PROTECTION C0 ROADWAY DITCHES. WHERE REOURED. MUST 11/‘ OF BOUND QUARRY ROOT, PLACED TO A DEPTH OF 1 FOOT AND ST MEET THE FOLLOWING SPED ICAITON:' i'-'5'/405-70% PAS0NP, 2'-4' ROCK/303-403 PASSING; AND -2, R /109-205 PASSING. INSTALLATION SHALL ,BE N ACCORDANCE MTH CITY OF TUKWILA DEVELOPMENT AND CONSTRU ON STANDARDS (5) DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FCR INFILTRATIONBY OTY OF TUKWILA. 511)8-0UT5 SHALL CON0OD1 TO THE FOLLOWING: A) EACH 0411LET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT. SO AS TO SERVICE ALL FUTURE ROOF 00YN5POIT5 ANO F00R 0 DRAINS, DRIVEWAYS, YARD OR0N5, ARO ANY 0111ER SIMFACE OR SUBSURFACE DRAINS NECESSARY TO T116 LOTS SUITABLE FOR TIBET INTENDED USE. EACH OUTLET SHALL HAVE. FREE-FLOMNC, POSITIVE DIANA 10 AN APPROVED STORMWAI0R CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL L0CAT10N. . B) 011).015 011 EACH LOT 5)101). IE LOCATEO'M111 AL FlVE-0001-MOI, 2'K4: STA1�KE 1A104(ED 510NM' OR 'GRAN 111E 511)8 -OUT SHALL EXTEND A80VE SURFACE LEVEL, BE'.49BLE AHD BE SECUROD 10 111E STNCE. C) PIPE MATERIAL SHALL CONFORM TO UNDERORAN SPEOFICATI0NS DESCRIBED IN CITY OF TUKWILA OE94.0PMENT ANO CONSTRUCTION STANDARDS AND, IF Nor -METALLIC THE PIPE SHALL CONTAIN TARE OR OTHER ACCEPTABLE OETECI on. 01 ORN AA6E EASEMENTS ARE REOUIR0) FMR DRAINAGE SYSTEM -DESIGNED TO CONVEY FLOWS THROUGH OMOUAL L0T5. 0) 7194E APPLICANT/CONTRAo10R IS RESPONSIBLE FOR COORDNAINC THE LOCATIONS OF Aa STUB -ORT CONVEYANCE LINES M1H.RE5PEGT TO THE UTILITIES (E.G. POWER, GAS. TELEPHONE, ItLEVIS10N).' F) ALL INOVIOUAL STUB -OUTS SHALL BE PRIVATELY OWNED :AND MAINTAINED BY THE 10T HOPE OWNER. (9) STORM DRAINAGE PIPE SHALL BE NR •(STABLE PER *5007 STANDARD SPEC 7-04,3. UTILITY NOTES: 1. ALL TRENCH ESCAVAI10N.OPERA110N5 SNAIL MEET OR EXCEED ALL AMICABLE THOING LATE FoR TREN045. ALL 111E101 SWOT 5T51EYS SNCL 11E0 WSHA REOIME14041 , • • Z. PLAO POKER, CABLE, FBEN'MRCSS, AND TFIl.f'1101E INES N A IREROI WIr1 A 5-F001 MNNUMOU H2OTAL RTARAI 011469 0(4680 151140 UIUOES 3. 90051 ALL 941440(5, CATCH BASINS AND YALLES N PUBUC 91017 5 -16 -NAY OR EASENENT5 AFTER ASPHALT PANN4 • PAVEMENT RESTORATION NOTES: 1, COMPACT swim TO C010•AC1101 OF 1106NRBE5 0(580 0R COMPACT BAWL. 10 MEET 077 51010/1165. 2. RSTORE PAWIANT TO RS MORAL 0140111011 11111EDIAILlY roLLoTTNG . 60600T TOR SORER OR OEM 11EI1 001151045 W4101P9090 TO PANDARED.G OR 11101 CONCRETE IS WN0 RESURFACING. CR FACILITY 860411011(61: • ON PRINCPAL A1IEAAL. 114.0R t01.ECT0R STREET WIN 3 CALENDAR DAYS • ON 011401 STEErs' 16771 7 IDAR DAYS. RN a TER WOPREVENTED CIUE TO MEA . • P60WDE A 1111PORART PATOI. • FRONDE A C6N51RUC1KN 501ED,11.1 AODRES5N0 MUNI N40 Wows 70 K 0106 TRAM 051AI10H ANO TO 01101111 NORM AS canny AS 005506. SANCTA UNE EXISTING ASPHALT PAVEMENT EARTHWORK QUANTITIES O1T(CY) ntL(cv) NET(CY) METHOD 250. 250 0 AVERAGE ENO 2011 D NOTE: THE ABOVE &AMIITES ARE FOR PERWT11N0 PROCESS ONLY AND ARE NOT INTENDED FOL MOWN PURPOSES MESE QUANTITIES DO NOT ACCOUNT FOR COMPACTION, UNSUITABLE MATERIALS OR SUB -GRADE CUTS. 1-- 1RE4101 MOTH . -J 4, 411. 1! 1. ALL WORK TO CONFORM. TO THE CURRENT STANDARD REO. TIONS 6011 ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. - j` 2. A TOWN OFA ONE YEAR GUARANTEE IS REWIRED IN AIL PAVEMENT p*6CM40 ANO OVERLAYS. NLED DENSITY FILL IR PLACE OF CRUSIED CASES cr RECENT 009M0711 OVERLAY. OMATERIAL R A5 60 9(0RO0 1 DIRECTED BY 194E CITY ENGINEER. ' O FLEXIBLE PAVEMENT PATCHING DTAIL NOT TO SCALE October 24, 2013 Thomas Gough 3002 S Walker St Seattle, WA 98144 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Correction Letter #1 Development Permit Application Number D13-318 Corpuz Addition —13932 51 Av S Dear Mr. Gough, This letter is to inform you of corrections that must be addressed before your development permit 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) 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. 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, I can be reached at (206) 431-3670. Sincerely, (2?Q1 Bill Rambo Permit Technician File No. D13-318 W:\Permit Center\Correction Letters\2013\D13-318 Correction Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: October 18, 2013 Project Name: Corpuz Addition Permit #: D13-318 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 1x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Identify elevation views as North, East, South and West rather than front, rear etc. 2. The plan shall show a basic existing house floor plan most specifically at the side where the new addition is to be. Specify the rooms adjacent to the new addition and specify if any exterior windows/doors are to be filled in at the new addition. Identify other windows or doors at that end of the existing house. Also specify if the entry to the existing house is existing or a new entry. 3. On the new addition floor plan specify what the rooms are, i.e. bedroom, family room etc. 4. One room is assumed to be a bedroom because of the closet. If the one room (left side) is a bedroom, the windows shall meet egress. Minimum horizontal clear width for egress is 20 inches and 24 inches vertical with a total of not less than 5.7 square feet. Sill shall be not more than 44 inches from the finish floor. Verify the window size for required egress. (IRC R310.1) 5. Revise attic insulation to show R-49. 6. Show an attic access, minimum 22x30 inches, located where minimum unobstructed headroom in the attic: space shall be 30 inches at some point above the access measured vertically from the bottom of ceiling framing members. (IRC R807.1) 7. Code requires anchor bolts shall be embedded a minimum of 7 inches into the concrete, a maximum spacing of 6 feet o. c. with a minimum of bolts and 3" x 3" square washers. The bolts shown, with spacing is ok but not as many are necessary. Washers need to be revised. Revise foundation detail as necessary to reflect the code requirements. (R403.1.6 & R602.11.1) 8. Specify foundation wall width and footing width. Minimum footing width is 12 inches. (IRC Table R403.1) 9. R-10 insulation shall extend a minimum of 24 inches vertically or under the slab horizontally from the wall plate (mud -sill) to provide a thermal break. Specify a minimum of 24 inches width for the insulation. If the foundation is less than 24 inches, the insulation shall be allowed to extend from the top of the concrete wall! then turn horizontally under the slab a total minimum of 24 inches. It is allowed to provide a PT 2x2 at the top of the insulation in lieu of the beveled insulation top. i 10. Provide specifications for exterior wall sheathing and framing materials including wall -stud spacing. Specify fasteners type, size and fastener spacing for all sheathing per prescriptive code requirements. (2012 IRC Table R602.3(1) ) 11. Specify source of heating for the new rooms. 12. Show smoke alarm inside and outside the bedroom and a C.O. detector outside the bedroom. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. HERMIT COORD COPY 10 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-318 DATE: 10/30/13 PROJECT NAME: CORPUZ ADDITION SITE ADDRESS: 13932 51 AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: P ply.) C �� �V'•I3 Building Division Public Works Fire Prevention Structural Planning Division UPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/31/13 Complete 141 Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: TUES/THURSppR11OUTING: Please Route I l.l, REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required n APPROVALS OR CORRECTIONS: DUE DATE: 11/28/13 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: ',PERMIT COORD COPY(''� PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-318 DATE: 10/11/13 PROJECT NAME: CORPUZ ADDITION SITE ADDRESS: 13932 51 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMEN &ev Building Division Public Works itt-\5 4tivt A)1/1- A -P ‘0•-)-1-1) Fire Prevention Planning Division Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/15/13 Complete Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: TUES/THURS ROUTING: Please Route ryj REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required ❑ APPROVALS OR CORRECTIONS: DUE DATE: 11/12/13 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) �C I Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg - Fire 0 Ping 0 PW 0 Staff Initials: • ef 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -1 o L3 Plan Check/Permit Number: D13-318 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner OCTergtrCenorts Or 3 ®1013 PERmir CEryrth Project Name: Corpuz Addition Project Address: 13932//51 Av S Contact Person:I� cal) R L=o J W Phone Number: (2 047.) •4- C Summary of Revision: 11i L.0 asfS)c 1 n.) To ? L.P J kLL �,�C'yLJ� dZi t�Av�1'iS r -r-I C-0 sQ_Kt ti ,o,.1 Le-- 4P 1 1 ,En.S i - is 1-701..w i rx-C t O s,1 �e-rFP u_ t r't' %t,t1-0 Pc.ar>t-tkt__ t.3o1-aS) ?.1 R v./ o 1 , t--eovQ o_ Lo CJ 1 t3 / ri'3vS h s Llys iR"r co ►.1S a t:S \63.)k-c,ff �,fJ Z Y 1 iJ lJ�JSS Jt t� f ts.>Nn Aez 1�-Sb-V1' 3 S \tiC t) sYtwCA 143xls Ism �L rD l i.) X L.e i4C ti\SL l 1-1 t s ( x3 VP LO 1:3 Sheet Number(s): I f Zl IUfl 5. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cente by:V011)0 ti ci J kEntered in Permits Plus on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: Contractors or Tradespeople Piker Friendly Page • 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. Business and Licensing Information Name GEM CONSTRUCTION INC UBI No. 602033731 Phone 2534474091 Status Active Address 21501 Connells Prairie Rd E License No. GEMCOI*005MC Suite/Apt. License Type Construction Contractor City Buckley Effective Date 7/3/2000 State WA Expiration Date 6/6/2014 Zip 98321 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status GEMCOCF874L6 GEM CONSTRUCTION FRAMING LLC Construction Contractor Framing And Rough Carpentry Unused 6/26/2013 6/26/2015 Active Business Owner Information Name Role Effective Date Expiration Date GRIMM, MATT 01/01/1980 Bond Information Bond Company Name CBIC Bond 3 Page 1 of 1 Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date LB8060 05/10/2002 Until Cancelled $12,000.00 05/10/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 8 Wesco Insurance Co 9964508A 06/09/2013 06/09/2014 $1,000,000.0006/17/2013 7 Granite State Insurance Compan 02LX64373406 06/09/2010 06/09/2013 $1,000,000.0006/08/2012 6 GRANITE STATE INS CO 02LX64373405406/09/2004 06/09/2010 $1,000,000.0006/09/2009 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period httns://fortress.wa. aov/Ini/bbin/Print.asnx 11/22/2013 C. c , 14 P 12- i•'b rdl h1 Mo."/ '17 Lnki PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Bp � t, t � l� Approved B� Late. t- s -« No changes sREVISIONS hall be madeto the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new pian submittal and may include additional plan review fees. t.e VPr'st0til )4 = t/- - ott_ - 1SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing X Gas Piping Ciiy of Tukwila ) NG DIVISION /1 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 07 2013 J tr City of u iIa BUILDING ISION FILE COPY. Permit *171--111) Plan review approval Is subject to errors and omissions. Approval of construe* on documents does not autho 'a the violation of any adopted code or ordinance. Rece'pt of *pond FEW Copy andcoM ons isadl tged By Date 1 City Of Ttdavila BUILDING DIVISION i=x�'-C ttsc_� AA/'fi" to IZbli3 l -rem .i CORRECTION LTi#, 2 .-s-t .vz. RECEIVED CITY OF TUKWILA OCT 3.02013 PERMIT CENTER L� ti t t.ni4 a.V/k'`t'Pr�t..i 44. xto ez 14 LV % lisro 0 to c_a_6'Ctg $t.T �4 lea, o F n Pt LSS -take.14 I is NI 2_vto T StLa... teildIst'M Fen ti LSAT tit. 1t3cLL ti/ aJU i d •rrt p t l 12'' l `ems o t t iU Cat 24. 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IDA./ / s# F LT Al l o_ s , S i- A -rt--t /Ai& mixt/ is L /Liz S13 sL / " o..t°_... 17.7-74 /'p ah./ i 1 -rt. i, y� , mo 1*..)f� / C� R� t L/•%c. ‘1/4il.e+ c1.�2 5 t s` AA/ l t'- C711 tc�-3- t3 >e4 RECEIVED CITY OF TUKWILA OCT 3 0 202 PERMIT CENTEt 1� TAI L� 1-str2. bt-1-31.8 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 7 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 3 0 2013 PERMIT CENTER 1'°t 2 Iz kva'�t-'a"t� Lti. r"'Ci �a L. 702 i�i�Ja t i ik i�.