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Permit D16-0102 - LAI RESIDENCE - DEMOLITION
LAI DEMO 4443 S 144 ST EXPIRED 11/06/16 D16-0102 Parcel No: Address: 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 0040000395 4443 S 144TH ST 1 Project Name: MICHAEL LAI DEMO DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D16-0102 5/9/2016 11/5/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: NELSON RANDY 4836 12TH AVE S , SEATTLE, WA, 98108 JOEL PRESTON 1700 21ST AVE S, STE 100 , SEATTLE, WA, 98144 AFFIDAVIT - JOEL PRESTON Phone: (206) 940-4722 Phone: Expiration Date: DESCRIPTION OF WORK: DEMO OF BUILDING. PROJECT ON VALLEY VIEW SEWER AND WATER DISTRICT #125 WATER. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL. Project Valuation: $4,600.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $590.00 Occupancy per IBC: R-3 Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: �RP Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this develops ent permit ar+<-: - - - - . ditions attached to this permit. Sign re: rint Name 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. Date: ' ((C) PERMIT CONDITIONS: 1: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 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 any work after 5:00 p.m. and weekends. 4: Any material spilled onto any street shall be cleaned up immediately. 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: The applicant shall contact Water District #125 at (206) 242-9547 for capping the water service to the house. 8: The applicant shall contact Valley View Sewer District at (206) 242-3236 for capping the sanitary sewer service to the house. 9: ***BUILDING PERMIT CONDITIONS*** 10: 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. 11: 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. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL CITY OF TUKW ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. DI ( - 01 02--- Project 2 Project No. j Date Application Accepted: 1 Date Application Expires: to (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 Site Address: King Co Assessor's Tax No.: 0041.XXXYM 444 €• 1C 41'`Sk-• ToILAA)-(A Tenant o1 01-1 Suite Number: PROPERTY OWNER Name: M,6 - a ,_c., 1 k t Address: ul t ?1 'Sr Am, _ SUt ft, i City: ^� State:y(4_ Zip: leiti ' CONTACT PERSON — person receiving all project communication Name:. Address: 17W ao- ptt,t, s. QA, 100 City: 6ortzt ,„ State:11).? Zip:T/(. jL` ✓ Phone:.cy gqo q._alax: Email: ,,.. 1pEc) � &pi 0 LC....• Cf` .A.... GENERAL CONTRACTOR INFORMATION Name: Company Name: Mt, LIC...., C- Company Name: Address: ncv w► 4 p `' (i . r K2) City: ('. tate: �a Zip: l (�( f Phone , i t c 4-ra_ Fax: City: State: Contr Reg No.: Exp Date: Phone: Fax: Tukwila Business License No.: Email: H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh New Tenant: Floor: ❑ Yes ❑ .. No ARCHITECT OF RECORD Name: Address: Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: 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) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 41,00 • co Existing Building Valuation: $ Describe the scopa bf vRork,Oplease provide detailed information): r` � � � 0 36Lt,I )C 1t�vi � 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: 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 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" 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:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage 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: 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 0 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x II" 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:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INFC RATION — 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 ,[/] ... Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑...Valley View ❑...Renton ❑ ...Sewer Availability Provided ❑... Renton 0... Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0 .. Bond El... Insurance El... 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 ❑ Non Right-of-way ❑ ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer 0 .. Cap or Remove Utilities ❑ .. Frontage Improvements I=1.. Traffic Control 111.. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ... Geotechnical Report ❑ ... Maintenance Agreement(s) ❑ .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours ❑... Right-of-way Use — Potential Disturbance ❑ ... Work in Flood Zone ❑... Storm Drainage ❑...Abandon Septic Tank ❑... Curb Cut 0...Pavement Cut 0...Looped Fire Line ❑ ... Grease Interceptor ❑ ... Channelization ❑ ... Trench Excavation ❑... Utility Undergrounding El .. Permanent Water Meter Size (1) >5 WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # 111.. Water Only Meter Size >5 WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public ❑ Private ❑ ❑ .. Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications.On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh 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 OW' OIR, • 'I H0;..q j tf.� Signature: - aa, Date: t4 p 1 . ` 3)0 Print Name: 1-�`� Day Telephone: Mailing Address: ft 1-7W c)-1 Wa ` City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-I2.docx Revised: February 2012 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 111 I C(41 E C. LA I 'Krn o i_ t H JERMIT # b/6,— a / o Z ( 4443 /4.40ti 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 $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention 3 6 o Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3 e c 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 $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ 7 =° (4) .7sa 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the reater 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 1' 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 Fees $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION So (1+4+5) $ 257 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 01/15/16 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) 50 $ 7. Pavement Mitigation Fee $ 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 Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. 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. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01/15/16 2 $ d" BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ (9) 11. 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 $ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 7� 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) 11--Niktal ation Cascade Water Alliance RCFC 01.01.2016 - 12.31„2.0 %- Total Fee 0.75 $625 $609 $6630 1 $1125 612.50 $16,137.50 1.5 $2425 $30',62.5-,_$32,450 2 $2825 $48,040 -----...., $50,865 3 $4425 /' $96,080 ------- $100,505 4 $7825 / $150,125 1157,950 6 $1252.5' $300,250 $312,775 Approved 09.25.02 Last Revised 01/15/16 Temporary Meter 0.75" $300 2.5" $1,500 3 ashRegister Receip City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $265.38 D16-0102 Address: 4443 S 144TH ST 1 Apn: 0040000395 $265.38 PUBLIC WORKS $265.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $7.50 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $7.50 TECHNOLOGY FEE $0.38 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8407 R000.322.900.04.00 0.00 $0.38 $265.38 Date Paid: Monday, May 09, 2016 Paid By: PT HOLDING LLC Pay Method: CHECK 1505 Printed: Monday, May 09, 2016 9:53 AM 1 of 1 i L / SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $324.62 D16-0102 Address: 4443 S 144TH ST 1 Apn: 0040000395 $324.62 DEVELOPMENT $315.20 PERMIT FEE R000.322.100.00.00 0.00 $188.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $122.40 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $9.42 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8216 R000.322.900.04.00 0.00 $9.42 $324.62 Date Paid: Friday, April 15, 2016 Paid By: PT HOLDING Pay Method: CHECK 1357 Printed: Friday, April 15, 2016 10:25 AM 1 of 1 I?SYSTEMS INSPECTION RECORD Retain a copy with permit NSPECTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ofoz 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Projects,it Type R CtiO Addr s Date Called: Special Instructions: D o Am. C4 Wl e4 Date Wanted: a.m. F-(0 - 14 p.m• RPni,l er: p IF,,, Phone No 2oo -r q ij - `-f 7 .z z 2 -,,,, Approved per applicable codes. Corrections required prior to approval. OMMENTS: Inspector: Dates (o '� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By L---. tiA tv% Date: SEPARATE I E PERMIT � tx v J'? I '-. ODUUED FOR: P;3ocnanical ?cctrical M'Plumbing Iz Gas Piping City of Tukwila EN.P JNN G DIVISION FILE COPY Permit No. icy' 0102_ Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation r f any ad • ^- -' = : r inane. Receipt of approved "m d acknowledged: City of Tukwila BUILDING DIVISION REVISIONS --, No changes shall be made to the scope of work without prior approval of Tukwila Building Division. t NO1 E: f av sicns will require a new plan submittal I and may include additional plan review fees. t REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 A -T Oft City of Tukcwiia BUILDING DIVISION LAI SHORT PLAT 4443 S.144TH SOUTH TUKWILA WA 98168 GENERAL NOTES: 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORK UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS. UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE. THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. GRADING AND E'FIOSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATING. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKDED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE. FIBER OPTICS, AND TELEPHONE LINES IN A TRENCH WITH A 5 FEET MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVE$�Nplpr CjiyT �.QR EASEMENT AFTER ASPHALT PAVING. LEGAL DESCRIPTIONLOT 9, IFLL�111111VV �1..(�1..(�11V�V� UU PLATS, AOCK 3, GE(S) 311AMS HOME TACTS, , RECORDS OFK NG COUNTY. NG TO WASHIINTAM Tfi� OY� ORDED IN VOLUME 11 OF SITUATED IN THE COUNTY OF KING, STATE OF WASHINGT.QN.uity of Tukwila PUBLIC Works qvim D1r% o r Ego NTKo L. TAXPARCEL NUMBER 0040000395 UTILITIES Know what's below. Call before you dig. WORK IN RIGHT-OF-WAY: 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170.A 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS. FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.0 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL. A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11, STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS. AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE A WIRE OR OTHER DETECTION DEVICE AND MARK STUB -OUT LOCATION WITH A 5 -FOOT 2" X 4" STAKE, BURIED 4 -FOOT AND LABELED "STORM" OR "DRAIN" PAVEMENT RESTORATION: 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING. OR FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. VERTICAL DATUM PER OBSERVATIONS TO THE WASHINGTON STATE REFERENCE NETWORK (NAVD88) WATER: KING COUNTY WATER DISTRICT #125 3460 SOUTH 148TH STREET SEATAC, WA 98188 (206) 242-9547 SEWER: POWER, GAS: VALLEY VIEW SEWER DISTRICT SEATTLE CITY LIGHT 3460 S. 148TH STREET. SUITE 100 700 FIFTH AVENUE. SUITE 3300 SEATTLE, WA 98168 SEATTLE, WA 98124 (206) 242-3236 (206) 386-4200 PUGET SOUND ENERGY 1-888-321-7779 TELEPHONE: , CENTURYLINK 1-800-475-7526 CABLE: COMCAST 1-866-771-2281 DRAWING INDEX REFERENCE SHEET NO. DRAWING TITLE REFERENCE SHEET NO. CV VICINITY MAP NTS RECOMMENDED CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. WITH THE REQUIRED NOTICCE OF CONSTRUCTION SIGPHONE NUMBER OF N) PEP Qg (f��Y f�ld(�tf�OEID�,� 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUS'I 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. CODE COMPLIANCE APPROVED MAY 0 5 2016 BARRIER. ETC.). City of Tukw1Ia BUILDING DIVISION SHEET 1 OF SHEETS COVER SHEET AND NOTES 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. CV EC1 PG1 UT1 DTI DT2 LPI TC1 CONTACTS OWNER: MICHAEL LAI SEATTLE MODERN LIVING. LLC 1700 21ST AVE S. SUITE 100 SEATTLE, WA 98144 (206) 310-3325 COVER SHEET AND NOTES TESC PLAN AND DETAILS ROADWAY / DRAINAGE PLAN AND SECTIONS UTILITY PLAN PROFILES AND DETALS STANDARD DETAILS LANDSCAPE PLAN TRAFFIC CONTROL PLAN CIVIL ENGINEER: PEG, LLC 5130 S. 166TH LANES SEATAC, WA 98188 (206) 229-6422 CONTACT' HAN PHAN, P.E. IcI RECEIVED ,APR 19 2016 1u � i ` = WTUKWIL4' �IC WOKS 1241 0 0�0 0 w U, LEGEND z PROPERTY LINE W SS SD ADJACENT PROPERTY LINE ROW CENTERLINE ROW LINE - - BSBL PROPOSED WATER SERVICE Li(g€f PROPOSED SIDE SEWER LINE PROPOSED STORM DRAINAGE LINE C T\ -o-o-o-o- SILT FENCE INLET PROTECTION ASP. e T PAV 0 cc T CNTE� LA 42 AU (25 CO PAVEMENT Short Piot \CADD\Drawings\R15590—PS K.\Working\R15590 — f. 10' PVT. UTILITY EASEMENT 6.12130,-. . INSTALL INLET PROTECTION PER DETAIL THIS SHEET —.--- - (TYP) INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET Y z <2 Lu C/) Nw cj y 1:15 LOT1 E)C HOUSE TO REMAIN (10,043 SQ. FT) OUSE TO BE DEMOLISHED L TO BE REMOVED-, LOT 3 (7,475 SQ. F7) TEMPORARY STOCKPILE COVER WITH PLASTIC (TYP) LOT 4 (6,508 SQ. FT) N87'S1'49" 88' L J LOT 5 (6,508 SQ. FT) N87'51'49'W 118.88 INSTALL SILT FENCE PER DETAIL THIS SHEET (TYP) 24' ACCESS & UTILITY • EASEMENT CATCH BASIN GRATE NOTES: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMENT. PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL PER 2009 KCSWDM FIGURE C.3.9.B SCALE: NONE EARTHWORK VOLUME ESTIMATES; LOCATION CUT (CY) FILL (CY) SITE 230 20 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 I inch = 20 ft. Know what's below. Call before you dig. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. II II u u�6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES: FILTER FABRIC UNDISTURBED GROUND BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED TOE IN SHEETING IN MINIMUM 4"X4" TRENCH REVIEWED FOR CODE COMPLIANCE APPROVED pROVID MAY 0 5 2016 city of Tukwila BUILDING DIVISION ENERGY DISSIPATION T TOE WHEN NEEDED PLASTIC COVERING DETAIL PER 2009 KCSWDM FIGURE C.3.4.A SCALE: NONE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT REFERENCE SHEET NO. EC1 SHEET 2 OF 8 SHEETS TESC PLAN AND DETAILS w 0 O � N o 8 o � z J z _ J z 2 2 VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR m }m 6 Z Z y 2 w _ a Fi CITY IOFUI'WI INSTALL DRIVEWAY CULVERT R=25' MIN. IF THERE IS A ROADSIDE DITCH PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE NOTES 4" TO 8" QUARRY SPALLS PROJ. MNGR aV �. �,✓, 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA PEWITRfT CONT E AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE 4 0 z OVERFLOW cFILTER MEDIA FOR DEWATERING SOLID W. POROUS BOTTOM J / NOTES: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER THE STORED SEDIMENT. PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL PER 2009 KCSWDM FIGURE C.3.9.B SCALE: NONE EARTHWORK VOLUME ESTIMATES; LOCATION CUT (CY) FILL (CY) SITE 230 20 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 I inch = 20 ft. Know what's below. Call before you dig. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. II II u u�6' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" X 4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES: FILTER FABRIC UNDISTURBED GROUND BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAIL PER 2009 KCSWDM FIGURE C.3.6.A SCALE: NONE SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED TOE IN SHEETING IN MINIMUM 4"X4" TRENCH REVIEWED FOR CODE COMPLIANCE APPROVED pROVID MAY 0 5 2016 city of Tukwila BUILDING DIVISION ENERGY DISSIPATION T TOE WHEN NEEDED PLASTIC COVERING DETAIL PER 2009 KCSWDM FIGURE C.3.4.A SCALE: NONE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF EXISTING PAVEMENT REFERENCE SHEET NO. EC1 SHEET 2 OF 8 SHEETS TESC PLAN AND DETAILS w 0 O � N o 8 o � z J z _ J z 2 2 VARIES - LENGTH PER SITE DEVELOPMENT INSPECTOR m }m 6 Z Z y 2 w _ a Fi CITY IOFUI'WI INSTALL DRIVEWAY CULVERT R=25' MIN. IF THERE IS A ROADSIDE DITCH PER KING COUNTY ROAD STANDARDS GEOTEXTILE UNDERLINE NOTES 4" TO 8" QUARRY SPALLS PROJ. MNGR aV �. �,✓, 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA PEWITRfT CONT E AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. CONSTRUCTION ENTRANCE DETAIL PER 2009 KCSWDM FIGURE C.3.1.A SCALE: NONE 4 0 z Plot \CADD\Drawings\R15590—P5—PC1.d K. \Working\R15590 — 0 50+00 p. 144TH STREP' STA 51+08.53 = TSTA 10+00 :.- • 5f++00 5'-- 25=— LOT1 (9,519 5(k- FT) e ' ' 58.75 EX:HOUSE r, TO REMAIN--; PT=10+65.85 R=30' 10' PVT. UTILITY EASEMENT 10 gEA la LOT 2 (10,043 SQ. Fr) —EX. HOUSE TO BE DEMOLISHED 951'99 128.91 00+00 ISTA 100+75 END PAVING TO BE REMOVED Jill I II► ����IIIIV�� LOT3 (7,475 SQ. FF) 65' TO BE REMOVED N87951'49' 28.89' EX. 12" SD 24' ACCESS &-UTILITY EASEMENT LOT 4 �6 (6,508 SQ. FT) 88795149'W 128.88' - is. ;▪ SPA,12.+,81:14' ) END PAVFNG- ti LOT 5 (6,508 SQ. FT) N8751'49'14/ 12888' f tF HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. 2.0' GRAVEL STRIP Know what's below. Call before you dig. SLOPE 4" CONCRETE DRIVEWAY WASHED ROCK 3/4" - 1 Y2" GRAVEL STRIP DETAIL O SCALE: NONE S. 144TH STREET 20' ROW ROW 10' PUBLIC SIDEWALK & EX. CURB & GUTTER 5.0 SIDEWALK UTILITY EASEMENT 1.0' 2% EXISTING PAVEMENT EX. 8" SEWER MAIN—.. -1_1 CONSTRUCTION NOTES: 01 RELOCATE EXISTING MAILBOX. 2"J REPLACE & ADJUST EXISTING TELEPHONE JUNCTION BOX TO FINISH GRADE. CONTRACTOR TO COORDINATE WITH CENTURYLINK. 03 RELOCATE EXISTING SIGN BEHIND SIDEWALK. 0 INSTALL FLORENCE MODEL 1570-8SDAF TYPE 1 MAILBOX. 05 CONSTRUCT 5' WIDE SIDEWALK PER TYPICAL SECTION THIS SHEET. 0 INSTALL "NO PARKING FIRE LANE" SIGN PER TUKWILA FIRE DEPARTMENT STANDARDS. 07 CONSTRUCT 16W x 20'L ASPHALT DRIVEWAY PAD. 0 CONSTRUCT 16' WIDE DRIVEWAY APPROACH PER CITY OF TUKWILA STANDARD SHEET RS -08A. 09 CONSTRUCT 2'W x 20'L x 2'D GRAVEL STRIP PER DETAIL 2 ON THIS SHEET. 0 CONSTRUCT 20' WIDE DRIVEWAY APPROACH PER CITY OF TUKWILA SHEET RS -08A, 0 CONSTRUCT 20' WIDE PRIVATE ACCESS ROAD PER TYPICAL SECTION T SHEET AND PROFILE ON SHEET DT1. © CONSTRUCT 20' WIDE HAMMERHEAD TURNAROUND PER TYPICAL SECTI THIS SHEET AND PROFILE ON SHEET DT1. © ADJUST EXISTING WATER METER TO FINISH GRADE. 0 INSTALL CB #1 -TYPE 1 WITH VANED GRATE PER CITY OF TUKWILA STANDARD SHEETS DS -01 & DS -06. STA 10+17.24, 2.91' LT. 0 INSTALL CB #2 -TYPE 1 WITH SOLID GRATE PER CITY OF TUKWILA STANDARD SHEETS DS -01 & DS -04. STA 11+55, 4' RT, 106 INSTALL CB #3 -TYPE 1 WITH SOLID GRATE PER CITY:OFTUKWILA STANDARD SHEETS DS -01 & DS -04. STA 12+41.4' RT. 0 INSTALL 135 LF 8" ADS N12 SD @ 3.5 INSTALL 84 LF 8" ADS N12 SD @ 3.5% 0 INSTALL 44 LF 6" ADS N12 SD STUB @ 3.0%. SEE GENERAL NOTE 4. ✓;! INSTALL 10 LF 6" ADS N12 SD STUB @ 1.00% MIN. SEE GENERAL NOTE 4. 0 INSTALL 12 LF 6" ADS N12 SD STUB @ 1.00% MIN. SEE GENERAL NOTE 4. 0 INSTALL 38 LF 6" ADS N12 SD STUB @ 1.00% MIN. SEE GENERAL NOTE 4. 0 INSTALL 258 LF 4" WIDE WHITE PAINTED STRIPE. INSTALL STREET & RESIDENTIAL ADDRESS SIGNS AND POSTS PER CITY OF TUKWILA & TUKWILA FIRE DEPARTMENT STANDARDS. EX. 12" STORM DRAIN EX. GAS LINE S. 144TH STREET SECTION SCALE: NONE w z 2- 0 0 a EXISTING GROUND 4" CEMENT CONC. SIDEWALK PER CITY OF TUKWILA STANDARD DWG. RE -11 2" OF %" MINUS CRUSHED ROCK 24' ACCESS & UTILITY EASEMENT 10' PVT. ACCESS ROAD 10' 1w z Iz I2 Iw w 4J 0.0% 2% 2" CHOKER COURSE WASHED CRUSHED AGGREGATE Y4" - %" 4" PERVIOUS ASPHALT PAVEMENT (OPEN GRADED) Y" MAX. AGGREGATE NOMINAL 18" ROCK RESERVOIR COURSE WASHED ROCK 3/4" - 1 Y" EXISTING NON -COMPACTED SCARIFIED SUBGRADE S REVIEWED a I 2 2" CLASS B ASPHALT CONCRETE 6" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUBGRADE SHALL BE COMPACTED TO 95% MAX. DENSITY NON -WOVEN GEOTEXTILE ALONG BOTTOM & SIDES ESS ROAD - TYPICAL SECTION NCODE COMPLIANCE APPROVED MAY 0 5 2ii6 GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 2. SEE SHEET DT1 FOR PRIVATE ROAD / DRAINGE PROFILES AND DETAILS. 3. SEE SHEET UT1 FOR UTILITY PLAN. 4. TO BE CONNECTED TO A PERFORATED TIGHTLINE STUB OUT @ BUILDING PERMIT PHASE. SEE DETAIL 1 ON SHEET DT1. City of `[ uicvwif a. BUILDING [DIVISION zl w. 2 w w SCALE: NONE 20' ACCESS & UTILITY EASEMENT �. 0.0% zuri J Z 2 Iw 2" CHOKER COURSE WASHED CRUSHED AGGREGATE X" - 5/e" 4" PERVIOUS ASPHALT PAVEMENT (OPEN GRADED) Y2" MAX. AGGREGATE NOMINAL 12" ROCK RESERVOIR COURSE WASHED ROCK 3/" - 14" HAMMERHEAD TURNAROUND - TYPICAL SECTION SCALE: NONE 2 P Q NON -WOVEN GEOTEXTILE ALONG I BOTTOM & SIDES EXISTING NON -COMPACTED SCARIFIED SUBGRADE REFERENCE SHEET NO. PG1 SHEET 3 OF SHEETS i— W co W co CL CCd 0 Q ✓ Z a z� <0 cc w O in 0 Q < Z 1-1 • Q O o Ui w 90 0 N co o8 o� E 2 2 as J ESIGNED BY m0 CO 0 Z y ! M Si o P. s4 . V Lb' I. CITY OP TUKWILA a 0 0 .\Working\R15590 — LAI Short Plot \CARD\Drawings\915590—PS—DTl. dog 0 EX. 10" WATER MAIN I ,.I I1'S.144T - STREET' 50+04 J ' 10' PVT. UTILITY EASEMENT [EX. 4 GASLINE I11 E S A51+08.53 STA 1_. -• • 5f+00 EX. 6" SSISTUB-- I motommsismorsaiiiiMMiggiummilMM IiiIZruMa.. SIO7 21 0 6 ti 10' PUBLIC SIDEWALK & UTILITY EASEMENT N87°SIV9"1 -0 LOT1 (9,519 SQ_ FT) EX: HOUSE TO REMAIN 1 EX. SIDE SEWER TO REMAIN - 2 ABANDON EX.`^SIDE SEWER 4'- Do. ' C -LOT 2 (10,043 SQ. FT) EX. HOUSE TO BE DEMOLISHED 18.90 . _ 100450.- L TO BE REMOVED- LOT3 (7,475 SQ. FF) TO$E REMOVED 587051'49"W 129.99' LOT4 (6,508 SQ. FT) E7.5i'491N 128.89' LOT 5 '.(6,508 SQ. FT) 11' 10' 11 1 00 00 3 3 BORE UNDERNEATH PAVEMENT -EX. 8" SEWER MAIN 3 3 1487'53'9901 128.88 : CL. 0::..44 ✓ e =4-0111' AL FF• 24' ACCESS & UTILITY EASEMENT HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 ft. Know what's below. Cali before you dig. CONSTRUCTION NOTES: 0 INSTALL FIRE HYDRANT WITH 6 LF 6" DI, CL 52. (SEE SEPARATE FIRE HYDRANT PLAN FOR WATER DISTRICT #125). 0 REPAIR CONCRETE SIDEWALK PER CITY OF TUKWILA STANDARD SHEET RS -11. 0 SAWCUT & PAVEMENT PATCHING PER CITY OF TUKWILA STANDARD SHEET DS -14B & RS -03. ® INSTALL 1" WATER METER (4). BY WATER DISTRICT #125. 0 INSTALL 258 LF 1 Y" WATER SERVICE LINE FOR LOT 5. © INSTALL 243 LF 1 )/2" WATER SERVICE LINE FOR LOT 4. O7 INSTALL 196 LF 1 Y" WATER SERVICE LINE FOR LOT 3. ® INSTALL 116 LF 1 Y2" WATER SERVICE LINE FOR LOT 2. 0 INSTALL 76 LF 6" PVC SIDE SEWER @ 3.5% & 22.8%. 0 INSTALL 6" SSCO PER VALLEY VIEW SEWER DISTRICT DETAIL 15. STA 10+80, 8' RT RIM=295.90 Q INSTALL 100 LF 6" PVC SIDE SEWER @ 3.5%. © INSTALL 6" SSCO PER VALLEY VIEW SEWER DISTRICT DETAIL 15. STA 11+80, 8' RT RIM=299.48 0 INSTALL 10 LF 6" PVC SIDE SEWER STUB @ 2.00% MIN. 0 UTILITY TRENCH (POWER & COMMUNICATION LINES). POWER TO BE DESI ® INSTALL 105 LF 6" PVC SIDE SEWER @ 3.5%. ® INSTALL 8 LF 6" PVC SIDE SEWER STUB @ 2.00% MIN. GENERAL NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTIO 2. SEE SHEET PG1 FOR ROADWAY AND DRAINGE PLAN & SECTIONS. REVIEWED FOR AWE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION • A ., . frA: .,. ,.. wfl,, /IG: A.w61,w.'.S !:. ... num , . a TYPICAL PATCH FOR RIGID PAVEMENT 11'(CPEP, CMP, PVC) 1 r 0:l='ss`is w;caian�` assx. / KMEl arECCP,C,P„ a.Pl,:,ON,PED,. Notes: 1. IN PAVED AREAS ANO COURSE. COMPACTED IN 9-1557 2 IN INPAVED AREAS MAXIMUM 121 LIFTS T090% 3 NATIVE BACKFILL MATERIAL GREATER THAN 1' WITHIN A. COMPACT PIPE 39" CRUSHED 0.1557 5 WRAP FITTING IN PLASTIC TOP IN yarn-... TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: 1A.50014APW'A STANDAR0 SPECIFICATIONS FOR IS REOUIREO ON ALL PAVEMENT PATCHING AND OF CRUSHED ROCK MATERIAL MAY BE RECUIRED IN OR A5 DIRECTED 8Y CITY ENGINEER. NOT SO SCALE 1. ALL WORK TO CONFORM TO THE CURRENT ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE CASES OF RECENT PAVEMENT OVERLAY. tiA City Of • Tukwila PAVEMENT RESTORATION BDARPBAL _ M6NTRESTORATION RS -03 a°°' N.03 ) APIS... B. SHELTON • RIGID PIPE FLEXIBLE PIPE ertsiw. Ts S i•97Ai nseu 101..TCONC.) EWES "`. aE / // =7 re; 1' - RB=� 11'(CPEP, CMP, PVC) 1 r 0:l='ss`is w;caian�` assx. / KMEl arECCP,C,P„ a.Pl,:,ON,PED,. Notes: 1. IN PAVED AREAS ANO COURSE. COMPACTED IN 9-1557 2 IN INPAVED AREAS MAXIMUM 121 LIFTS T090% 3 NATIVE BACKFILL MATERIAL GREATER THAN 1' WITHIN A. COMPACT PIPE 39" CRUSHED 0.1557 5 WRAP FITTING IN PLASTIC TOP IN yarn-... CRUSHED ROCK PER ASTM AND COMPACT PARTICLE SIZE PER ASTM (CIF), io=riiiIII.i r=�1 71. 8,71.=7=-o ...LEE RIGHTS-OF-WAY, BACKFILL WITH 59- MINUS MAXIMUM 6" LIFTS T090% MODIFIED PROCTOR BACKFILL WITH NATIVE MATERIALS OR GRAVEL PER ASTM 0-1557. AT UNPAVED AREAS SHALL NOT HAVE 0. OF THE PIPE EOTER OR. ROCK BEDDING T090% MOOIFED PROCTOR BEFORE USING COATRO.LEC DENSITY FILL �q City of `ig � Tukwila O TRENCH BDARPBAL _ M6NTRESTORATION Ds-ue • HEM I,...oE.No. NAB waw.0 80E1 GIBERSOM, CITY ENGINEER NOTE: 1. CLEANT COVER k FR 0 BE PROVIDED FOR (XEANOUIS IN RIGHT-OF-WAY AND CN PRIVATE PROPERTY. 2. ALL RTRSH NCS TO BE OP B^ FABRICATED BY SPECIFIED FITTINGS INC. on EOUAL RNiSP. WCRADE� 12-o PIPE SECTIO CLEAYWT FRN.IE le COVER, -•- 2-6" - .710518 7 9-1025007 PAO STAINLESS STEEL BOATS (/_; /_; Ijj BEDDING MATERIAL INSTALL WATERTIGHT PLUG SEWER MAIN PER FLAN UNIT OF PAY LIMIT11. cm rim 2" DEPTH P.C.C. SOUARE CONCRETE PAD 45' BEND PER PLAN w/ CAEPN1PVC PLUG OF PAY ITEM FOR %LANWT 7 -ST 7-97 FLO CIT JPE SEWER MNNI PER PLAN L VCREANOUT COVER AND FRAME DETAIL 15 VAL VUE 8EVIER DISTRICT 8 IN. OR 8 IN. DIA. CLEANOUT NOT TO SCALE REFERENCE SHEET NO. UT1 SHEET 4 OF 8 SHEETS H .-H a p O N Lal • CO N N ti F A 3l a o_ 2 -I 2 2 0 S m � 0 � Z Z Z Y LD Ib OF T�KWILI 152 6 a T CErEIR O Z ings\R15590—PS—DT1.dwg ‘9'j 320 316 CB #1 -TYPE 1 STA 10+17.24 (2.91' LT) UT _ _ RIM=293.20 312 II,st EX. IE ((W -289.81 FINISH GRADE Z I- M EX. IE (E)=289.71 308- dt , W N- td, IETS- 289.81 EX. GROUND -H w C'J -dcNCO w1S o° II Ww0 135LF8"ADS N12 SD 304 ,) la0. N dy__ STA 10+80. 6" SSCO @, 3.5% 300--- - - EOEO-J„ w > >¢ RI.M=295.90iE=290 32 ->>a D- am O 0.w 296 1,?..0r nI L� �� 84 LADS N12 SD I7_41 �ddi N NN @3.5% Q ST_A 1I±8.Q -fru'w-w 6" SSCO RIM=29-9..4.8.-1.E=.293.,82 - -- 320 w -- w. . ="6"- PY 0 316 Eh -...1.0-1,-,..-CD Cl/ rn - 'IT .ED F+. o tvorr -------Q-0-Q- 312 ON M II 11 < 11 --0_ 03 0�J www ---- - ----� -e �... 308 0- w -w 304 292- 288- 92- 288- - 284-. 280- m 76 LF 6 PVC SIDE -SS ] -cn cs; @ 100 I F F PVC SIDE SS / Q�N ---------- ---------- STA40+25... _ (DI 3.5% sato - VERTiEALSEND- 276-_ EX. 8" SEWER -288:39 272 APPROX.IE=28342 -m 105 LF 6" PVC --co„,_, rn- r SIDESS. O. -n 3.5% N <4H -,j- _-_- -1(4.0 -V-- EX. GROUND @ FINISH GRADE @ 44 LF 6" ADS N12 SD PVT. ACCESS CENTERLINE \ %PVT. ACCESS CENTERLINE STUB @ 3.0 O) 4 N reg .403 N 80 N co u] CDN N N 0 O (") - 0 M (N O M 0O LO O (h 10+00 10+50 11+00 11+50 PRIVATE ACCESS PROFILE HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 I I 1 inch = 20 ft. VERTICAL GRAPHIC SCALE 10 5 0 5 10 I I 1 inch = 10 ft. SIDEWALK WIDTHS MINOR PRINICIPAL TUKWILA ARTERIAL' ARTERIAL' URBAN CENTER Q (SEE NOTE 1) 5' 6' 6' d' LANDING \ SCORE JOINTS EVERY 5' A 3- WIDE EDGER FINISH 318. FULL DEPTH EXPANSION JOINT CURB & GUTTER (SEE RS-08AI NOTES: 2% MAX. SECTION A -A ON RADIUS EXPANSION JOINTS EVERY PLAN VIEW 1' WIDE X 318' DEEP SCORE JOINTS VEX SE' EXPANSION JOINT ELEVATION 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS STOPS AND PULLOUTS, OR WHERE THE SPEED LIMIT IS OVER 35 MPH, OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. 2. PLACE CEMENT CONCRETE OVER 2" OF 518" MINUS CRUSHED ROCK ORAS SPECIFIED IN THE CURRENT APWAIWSDOT STANDARD SPECIFICATIONS. 3. REMOVE EXISTING CONCRETE CURB, GUTTER OR SIDEWALK TO THE NEAREST JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH NEW. • SEE TMC 9.48.040 • NOT TO SCALE City of Tukwila SIDEWALK SHEET: RS -11 REVISION Rt: 08.03 ILAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER 12+00 12+50 300 296 292 288 284 280 276 272 13+0 .10E, NCMNIf CURBI IPI VARIES: 0.. MIN. TIIANCURB mPl RANPSLOPE(TT'PJ CEM N1NONC.ft RP. 0C , PLAN VIEW CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE 1 CEMENT U7NCIIETE IR'V (PEP., NOTES: iT ESP./SION KIN1f 1,111 SECTION® EXPANSIOn)wNl COT1 SECTION OEM 'EOSsm.. ICp CONCRETE cirvw CEMENT CONCIRETE CURB 4.1.10 GUTTER RAMP wff/f vxw CEMENT CONCRETE nNIT TTPI i _, SLOPE I SIDE Cll. AM GUTTER TYPE 1 - ISOMETRIC VIEW 1. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE, TOPOGRAPHY, DRIVEWAY GRADES, ETC. 2. CONCRETE SHALL BE CLASS 4000. 3. INSPECTION REQURED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT. 4. ALL DRIVEWAY APRONS SHALL BE A MINIMUM OF 6" THICK. 5. WHERE DRIVEWAY WIDTHS EXCEED 15', A 3/8" X 5-1/2" EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWATWSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 7. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. 8. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE SAW CUT TO THE NEXT CONSTRUCTION JOINT. NOT TO SCALE City of Tukwila RESIDENTIAL DRIVEWAY ALTERNATE 1 OF 3 SHEET: RS -08A REVISION 81: 08.03 LAST REVISION: 04,08 APPROVAL: BOB GIBERSON, CITY ENGINEER NATIVE FILL z SO Z ro WRAP WASHED ROCK ENTIRELY WITH FILTER FABRIC / EXISTING GROUND 4" RIGID PERFORATED PVC PIPE LAID LEVEL (TYP) TRENCH X -SECTION NTS WASHED ROCK 3/4" - 1 1/2" HOUSE PLAN VIEW OF ROOF NTS CONNECT TO LOT ROOF DRAIN STUB 2' X 10' LEVEL TRENCH WITH PERFORATED PIPE, TO BE INSTALLED AT THE TIME OF BUILDING PERMIT CATCH BASIN OR AREA DRAIN WITH SOLID LID PERFORATED TIGHTLINE STUB OUT O SCALE: NONE REVIEWED FOR CODE COMPLIANCE 1 APPROVED MAY 05216 City of Tukwila - BUILDING DIVISION 824 - 20 316 - -- o 312 - --n_4a.. w EX -GROUND 304 1- 0 z 308 Q. ill LU 0 F e3> >L lE > 308 ✓ r4TY C a _ 0-0026.. 300 324 -- 320 - - 312 REFERENCE SHEET NO. DT1 SHEET 5 OF SHEETS W CO I- W CO 0_C/) CA Q 1Y I- O Q � � J C,) PROFILES AND DETAILS 80 0 01 EO 03 N 2:1 CUT 5.00 296------- f STA=11+72.64 ACCESS ROAD - "'-- 296 FINISH GRADE -J STA =100+00 (HAMMERHEAD) 292 ELEV=299.06 3` R M 288 • c+) N O Q O N Q O) M O0 N N N 101+00 100+50 100+00 HAMMERHEAD TURNAROUND PROFILE HORIZONTAL GRAPHIC SCALE VERTICAL GRAPHIC SCALE 20 10 0 10 20 10 5 0 5 10 1 inch = 20 ft. 1 inch = 10 ft. 288 2 Q 2 d J • J Z Q 2 F TUKW L a ti CENT# w D: 3- 0 0 z 1,71 ' • NOTES: 5' .5. 1°. 1. MAXIMUM DEPTH FROM FINISHED GRADE 30' TO PIPE INVERT SHALL BE 5'-0" 5 ,` 20 / \ 2. CATCH BASINS TO BE CONSTRUCTED IN \ ACCORDANCE WITH ASTM C 478 (AASHTO M \\'' 1991) 8 ASTM C 890 UNLESS OTHERWISE SHOWN D PLANS IC NOTEDS.IN THE STANDARD SPECIFICATIONS. j/N 1.03 VAR HOOP3. REBAR WELDED WIRE FABRIC HAVING A 6" RISER SECTION MINIMUM AREA OF 0.12 SQUARE INCHES PER z.EAARROOPS ar 12" RISER �1 5' .1.4.s zv SECTION FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 30 THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST - BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE \ A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20" KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY KNOCKOUTS. ° ^" IS BAR EACH CORNER AS VAR EACH SIDE 03 DAR EACH :TC* PRECAST ze I BASE SECTION :2' 0 II. 10,° ` \ 1 SUPPLIED 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER `'tIN- SECTION SHALL NOT EXCEED 1/2" PER FOOT 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONSAND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR -F -621D. MATING SURFACES SHALL BE FINISHED TO ASSURE 4 NON -ROCKING FIT. \ 9. FRAME AND GRATE BE INSTALLED WITH FLANGE DOWN ORR CAST INTO RISER. 10. VANED GRATE, REFER TO DS -06. (MEASUREMENT AT TOP OF THE BASE) 11. REFER TO DS -06 FOR CATCH BASIN MARKINGS. NOT TO SCALE CATCH BASIN 4.11L4 of City TYPE 1 v4 SHEET: OS -01 �•. Tukwila 5E035105 21: 08.03 1 °p08 APPROVAL: B. SHELTON . • E PWS e.= 2-, Dr 14E001 8-1 A �^ 1 C- ._J -r- i S,- INC. HOLE @' DIA. EDNDLE r , 4Qr' rd- -4- i 20- A pi %/ R=7 2 CC 1 ,. I C - � C3 o a �a�� _r- y, EEE DF NL D 4. I ,0 Aa' 2.4 404_ 8-.- ,' -I PLAN SECTION B -B A /. I/ 1 - 4.314' --M �a SECTION I- A -A SDA t� -1 r 1„ AI 1D rr' DETAIL OF HANDLE cal- a DETAIL D SECTION C -C NOT TO SCALE aa4 • 4: T City of •'.� .o: 8., .4" Tukwila CATCH BASIN SOLID METAL COVER SHEET: DS -04 REVISION ON 08.03 APPROVAL: B. SHELTON . L 149• va -- SLOT DETAIL LOCKING LID za 4 4 SECTION B -B NOTES: 1. WELDING IS NOT PERMITTED. 2. DIMENSIONS SHALL HAVE A 11116" TOLERANCE. 3. EDGES SHALL HAVE 1/8" RADIUS AND 1/8' CHAMFER OR COMPLETE DEBURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. LETTERING TO BE RECESSED 1/161 5. EMBOSS GRATE WITH MATERIAL TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER. 6. THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS. 7. PLACE CATCH BASIN MARKING, "OUTFALL TO STREAM, DUMP NO POLLUTANTS", ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA. 8. LOCKING LID REQUIRED. 21/4' VANE DETAIL 9 SW BEAD SECTION C -C r2U14A13 INDUSTRIES MOT TAPE 08.50 OR APPROVED EOUAL giNO DUMPING( 5• DRAINS TO STRFAM� i za•�� CATCH BASIN MARKING • NOT TO SCALE City of Tukwila CATCH BASIN & INLET VANED GRATE SHEET: DS -86 REVISION PI: 08.03 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION REFERENCE SHEET NO. DT2 SHEET 6 OF SHEETS wco LLI c0 CO a) CC I - o.71 -Q C0 Y STANDARD DETAILS 0 E0 0 SO RE CITY 0 FERN o8 Q CL J Q J CA LA Er cc CA Jon 25, 2016 O 0 _1 _ 1 a I 10' PVT. UTILITY JI I EASEMENT • • LOT 1 (9,519 SQ. FT) 1 I N82°51 104.91' I LOT 2 (10,043 SQ. FT) °'IIMhdIIIIIII 28.91' L_ LOT3 (7,475 SQ. FF) N07°51'49"W 128.89' LOT 4 III!I 111111 (6,508 SQ. FT) N87'51'49 28.88' _ LOT 5 (6,508 SQ. FT) FL 24' ACCESS & UTILITY EASEMENT N87°5149"W 128.88 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 ch = 20 R. LEGEND Know what's below. Call before you dig. PR PERTY LINE - ADJACENT PROPERTY LINE — ROW CENTERLINE ROW LINE TREE TO BE REMOVED 1" DIA. X 8" LONG REINFORCED BLACK RUBBER HOSE OR APPROVED EQUAL DO NOT PLACE WOOD CHIPS AGAINST TRUNK OR OVER CROWN OF PLANTS 12 GUAGE GALV. WIRE OR APPROVED SUBSTITUTE 2"X2" WOOD STAKE OR #6 REBAR REVIEWED FOR CODE COMPLIANCE APPROVED' HAY 0 5 2016 City bfl'dk wiia BUILDING DIVISION TOP OF ROOT BALL TO BE SET AT LEVEL OF THE SURROUNDING SOIL 3" EARTH SAUCER PLANT SCHEDULE SYMBOL BOTANICAL NAME • M 2 TIMES SIZE OF ROOT BALL —FIRM NATIVE SOIL BACKFILL WITH 50% COMPOST/ — 50% NATIVE SOIL AND FERTILIZER. SEE NOTE 4 TREE PLANTING DETAIL NTS r EX. GROUND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL ADD 3" WATERING RING COMMON NAME QTY SIZE REMARKS ACER CIRCINATUM LANDSCAPE NOTES: VINE MAPLE 5 2" CAL. (MIN.) B & B [ .�L CITY OF 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DAMAGE TO UTILITIES. ADVISE OWNER IMMEDIATELY IF UTILITIES ARE DISTURBED. CALL LOCATION SERVICE PHONE 811. TO STARTING LANDSCAPE WORK. tAT 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING QUANTITIES OF COMPOST AND MULCH WHERE SHOWN PLAN . 4. ALL TREES SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 5. ALL PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. REPLACEMENTS SHALL BE MADE AT ONCE. 6. ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED AND HAVE A VIGOROUS ROOT SYSTEM. AND FREE OF DISEASE, INJURY. INSECTS. DECAY, HARMFUL DEFECTS, AND WEED FREE. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT THE AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. 7. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. CONTRACTOR SHALL MAINTAIN AND WATER TREES FOR TWO YEARS AFTER FINAL INSPECTION AND ACCEPTANCE BY THE OWNER OR OWNER'S REPRESENTATIVE. REFERENCE SHEET NO. LP1 SHEET 7 OF 8 SHEETS F- W W - I— I— 2 Ceo- 2 (/) —U) J LANDSCAPE PLAN w 0 0 0 cb o G F- 0 0 z Hon Phon K:\Working\R75590 - LAt Short Plot \CADD\Drawings\R15590-PS- END ROAD WORK S. 144TH STREET 50.0' a 20' TYP LANE CLOSURE Y Y O END ROAD WORK J REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION LEGEND 0 28" TRAFFIC CONE WORK AREA DIRECTION OF TRAFFIC ADVANCED WARNING SIGN FLAGGER 46TH AVE SOUTH SEQUENCE OF CONSTRUCTION: 1. ALL TRAFFIC CONTROL APPLICATIONS AND DEVICES ARE TO BE PURSUE141T45 THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUCTD), CURRENT ADDITION. 2. ALL TRAFFIC CONTROL SIGNS ARE TO BE 30"X30" WITH ORANGE BACKGROUND AND BLACK LETTERING. 3. IN ALL INSTANCES, CONES MUST BE ORANGE IN COLOR, 28" TALL, AND HAI:cm TWO (2) RETROREFLECTIVE BANDS. 4. DISTANCES BETWEEN SIGNS IS PER MUTCD TABLE 6C-1, 5. THE CITY OF TUKWILA RESERVES THE RIGHT TO ADJUST APPROVED TRAFFIC CONTROL PLANS AS NEEDED DURING THE CONSTRUCTION. 6. ALL DRIVEWAYS ON SOUTH 144TH STREET SHALL NOT BE BLOCKED DURING CONSTRUCTION. 7. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED WITH TEMPORARY ASPHALT AT THE END OF EACH WORK DAY. UNLESS PERMISSION IS GRANTED TO DO OTHERWISE BY THE CITY. 8. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED AS SOON AS POSSIBLE UPON COMPLETION OF WORK WITHIN THE ROADWAY AREA. REFERENCE SHEET NO. TC1 SHEET 8 OF 8 SHEETS TRAFFIC CONTROL PLAN Lu W 0) 0$ OF ,13 T 0 0 cc ILA 1 m I- 0 0 FILE AMB We Do Abatement dba K&T We Do Dirt P.O. Box 3123 Arlington, WA 98223 360-657-0390 Office 360-657-0391 Fax Contractor's License # KTWEDTW917PA Asbestos Contractor Certification # 1522 CERTIFICATE OF COMPLETION For Asbestos Project 4/14/2016 On 4/13/2016 asbestos abatement services were completed at: 4443 S. 144th St. Tukwila, WA 98168 AMB We Do Abatement job # 2011645 RECEIVED APR 19 2016 TUKWILA PUBLIC WORKS Be assured that all activities as set forth in our proposal of 3/24/2016 were completed, and were conducted in accordance with all currently applicable regional, state, and federal environmental regulations. Air monitoring required by regulation was performed. Clearance air sampling verified that the air was clean by current regional, state, and national standards. Regulated waste was deposited in an approved facility. Asbestos liability insurance and a contractor's surety bond were in effect during our operations. Please feel free to contact us at (360) 657-0390 between 8:00am and 5:00pm Monday through Friday if you have any further questions or need additional documentation. RECEIVED REVIEWED FOR CITY OF TUKWILA CODE COMPLIANCE ,kPPROVED APR 1 5 2015 I AY 0 5 2016 PERMIT CENTER y of i uukw is BUILDING DIVISION b(o. 0101 pscleanair.org Puget Sound Clean Arr Agency Notification Case #: 201601439 This page must be printed. A printout of the notification, all amendments to the notification, and the asbestos survey shall be available for inspection at all times at the asbestos project or demolition site (Reg III, 4.03(a)(6)). Fee Amount Paid Credit Card Transaction Transaction Date Owner's Name Project Street Address City Contact Person Mailing Address 1700 $130.00 # AL1FD3A7F262 03/25/16 PT Holdings LLC 4443 5.144th St Tukwila Joel Preston 21st Ave S Suite 100 Seattle, WA 98144 Phone Zip Phone (206) 940-4722 98168 (206) 940-4722 This project includes asbestos removal. Project Size linear feet / 150 square feet Project Start Date 04/14/16 Completion Date 04/14/16 Asbestos will be removed by a licensed asbestos abatement contractor Contractor AMB We Do Abatement Contact Kimberly Baar Mailing Address PO BOX 3123 Arlington, WA 98223 Contractor Job # 2011645 Phone (360) 657-0390 This project includes a demolition. Demolition Start Date 04/15/16 Completion Date 10/15/16 Demolition will be completed by a demolition contractor Demo Contractor Property Owner Contact Mailing Address Contractor Job # Phone (1) I certify that the information I have provided is to the best of my knowledge true and accurate. (2) I understand that I must file an Amendment to this Notification if: • The type of project has changed. The project types are asbestos and demolition. • The quantity of friable asbestos to be removed meets a larger project category. • The project's start or completion date has changed. (3) I understand one Notification must be filed for each structure. The only exception is for a single-family residence that includes multiple ancillary structures, such as a detached garage or other outbuildings having the same street address. If there is no street address, I have used a building number. (4) I understand the fees for this Notification are nonrefundable. Create Another Notification View History Loci Out If you have questions, contact us at asbestos@pscleanair.org or 206.689.4058. pscleanair.org Puget Sound Clean Air Agency Notification Amendment #: 201601439-2 This page must be printed. A printout of the notification, all amendments to the notification, and the asbestos survey shall be available for inspection at all times at the asbestos project or demolition site (Reg III, 4.03(a)(6)). Fee Amount Paid $20.00 Credit Card Transaction # AL1FD49B2F89 Transaction Date 04/12/16 Owner's Name PT Holdings LLC Project Street Address 4443 S.144th St City Tukwila Contact Person Joel Preston Mailing Address 1700 21st Ave S Suite 100 Seattle, WA 98144 Phone (206) 940-4722 Zip 98168 Phone (206) 940-4722 This project includes asbestos removal. Project Size linear feet / 150 square feet Project Start Date 04/13/16 Completion Date 04/13/16 Asbestos will be removed by a licensed asbestos abatement contractor Contractor AMB We Do Abatement Contact Kimberly Baar Phone (360) 657-0390 Mailing Address PO BOX 3123 Arlington, WA 98223 Contractor Job # 2011645 This project includes a demolition. Demolition Start Date 04/14/16 Completion Date 10/14/16 Demolition will be completed by a demolition contractor Demo Contractor Property Owner Contact Mailing Address Contractor Job # Phone By submitting this Amendment: (1) I certify that the information I have provided is to the best of my knowledge true and accurate. (2) I understand the fees for this Amendment are nonrefundable. Create Another Notification View History If you have questions, contact us at asbestos@pscleanair.org or 206.689.4058. Log Out 10/3/2016 City of Tukwila Department of Community Development JOEL PRESTON 1700 21ST AVE S, STE 100 SEATTLE, WA 98144 RE: Permit No. D16-0102 MICHAEL LAI DEMO 4443 S 144TH ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, 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 11/6/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final 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 11/6/2016, 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 No: D16-0102 6300 Southcenter- Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 HERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0102 DATE: 04/18/16 PROJECT NAME: MICHAEL LAI DEMOLITION SITE ADDRESS: 4443 144TH ST X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Atvi Building Division he Works A -14\4/,l- +-19'-lfr 41' 1+-191k Planning Division Fire Prevention Structural Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/19/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/17/16 Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) Notation: (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I2/18/2013 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplan@ci.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 STATE OF WASHINGTON) ) ss. COUNTY OF KING ) 0E1- [please print name] , states as follows: PERMIT NO: b16---010.)... 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 b' f , 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 ( o nstru , ion wo LAURIE A. WERLE NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES MAY 29, 2018 neA►. 0 er's Agent* Signed and sworn to before me this day of ��1 , 20 'al7(.14 Y PUBLIC in and for the State of Washington Residing at 71. , County/41-1--M , Name as commissioned: My commission expires: 0 J /9' // 18.27.090 Exemptions. The registration 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 46.7o 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 holds a valid electrical contractor's license under chapter 19.28 RCW,.thatemplpys,a;certified journeyman electrician, a certified` residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19:28 RCW to perform plumbing work that is incidentally, directly, and immediately '' appropriate to the like -in-kind replacement of a household appliance or other small household utilization equip lent that requiresjmited electric power 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.