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Home My WebLink AboutPermit D17-0175 - INSPIRUS CREDIT UNION - DEMOLITIONINSPIRUS CREDIT UNION DEMOLITION 5290 SOUTHCENTER BLVD D17-0175 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 DEVELOPMENT PERMIT 1157200021 5290 SOUTHCENTER BLVD INSPIRUS CREDIT UNION - DEMOLITION Permit Number: D17-0175 Issue Date: 7/14/2017 Permit Expires On: 1/10/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: INSPIRUS CREDIT UNION l PO BOX 4184 C/O WALLACE PROPERTIES, BELLEVUE, WA, 98009 CORY BROWN 3650 131 AVE SE - SUITE 650 , BELLEVUE, WA, 98006 PCL CONSTRUCTION SERVICES INC 3650 131ST AVE SE , BELLEVUE, WA, 98006 PCLCOSI099NW INSPIRUS CREDIT UNION PO BOX 4184 C/O WALLACE PROPERTIES, BELLEVUE, WA, 98009 Phone: (206) 445-4804 Phone: (425) 454-8020 Expiration Date: 6/4/2019 DESCRIPTION OF WORK: FULL DEMOLITION OF EXISTING HOUSE STRUCTURE AND SELECTIVE DEMOLITION OF EXISTING OFFICE BUILDING INCLUDES SEPTIC TANK ABANDONMENT. Project Valuation: $131,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,470.10 Occupancy per IBC: B Water District: 125 Sewer District: TUKWILA 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: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 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 Permit Center Authorized Signature: 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 development permit and agree to the conditions attached to this permit. Signature: Ce.74-xl Print Name: CC/./s., 7 ✓Dvve--"\ Date: 1/1-7 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: ***BUILDING PERMIT CONDITIONS*** 2: 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. 3: 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. 4: 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. 5: 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). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: ***PUBLIC WORKS PERMIT CONDITIONS*** 9: 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. 18: Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of documentation from the business that performed the pumping shall be provided to the City Public Works Inspector. Applicant shall report septic tank abandonment to King County Public Health, REPORT OF WASTEWATER TANK ABANDONMENT FORM is attached as part of this permit.IS 10: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 11: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 12: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 13: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 14: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 15: Any material spilled onto any street shall be cleaned up immediately. 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 17: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5200 EROSION MEASURES 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 5070 SANITARY SIDE SEWER 19: r CITY OF TUKI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Perm' No. b1 -7 -01 -75 - Project No. Date Application Accepted: Date Application Expires: 40-)40-(7 (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: 5200 Southcenter Blvd Tenant Name: Inspirus Credit Union PROPERTY OWNER Name: Cory Brown Name: Inspirus Credit Union City: Bellevue State: WA Zip: 98006 Address: 5200 Southcenter Blvd. Email: cdbrown@pcl.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Cory Brown Address: 3650 131st Ave SE, Suite 650 City: Bellevue State: WA Zip: 98006 Phone: (206) 445-4804 Fax: (425) 454-5924 Email: cdbrown@pcl.com GENERAL CONTRACTOR INFORMATION Company Name: PCL Construction Services, Inc. Address: 3650 131st Ave SE, Suite 650 City: Bellevue State: WA Zip: 98006 Phone: (425) 454-8020 Fax: (425) 454-5924 Contr Reg No.: QGL CO 5-5061"11,-) Exp Date: 67 L.17 I, Tukwila Business License No.: 10 — l 0 i ot HAApplications\Pomo-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.doca Revised: August 2011 bh King Co Assessor's Tax No.: 1157200013 Suite Number: Floor: New Tenant: ❑ Yes g ..No ARCHITECT OF RECORD Company Name: Jackson I Main Architecture Architect Name: Matthew Laase Address: 311 First Avenue South City: Seattle State: WA Zip: 98104 Phone: (206) 324-4800 Fax: Email: matt.laase@jacksonmain.com ENGINEER OF RECORD Company Name: DCI Engineers Engineer Name: Brent Robinson Address: 818 Stewart Street, Suite 1000 City: Seattle State: WA zip: 98101 Phone: (206) 332-1900 Fax: (206) 232-1600 Email: brobinson@dci-engineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Inspirus Credit Union Address: 5200 Southcenter Blvd City: Tukwila State: WA Zip: 98188 Page 1 of 4 BUILDING PERMIT INFORMATION' 36-431-3670 Valuation of Project (contractor's bid price): $ 130,000 Existing Building Valuation: $ 6,353,000 Describe the scope of work (please provide detailed information): Full demolition of existing house structure and selective demolition of existing office building. 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 I1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x II "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:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 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 3'd 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 I1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2"x II "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:\Applications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORITION — 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 0 .. Highline ...Valley View 0 .. Renton 121...Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 0 .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) 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 0 Non Right-of-way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. 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 .. • Pavement Cut 0 .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public ❑ Private 0 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding WO # ❑ ...Deduct Water Meter Size lt FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip HAApplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1I.does Revised: August 2011 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 0 ER OR A Signature: Print Name: Cory Brown AGENT: Mailing Address: 3650 131st Ave SE, Suite 650 H:Upplications\Forms-Applications On Line \2011 Applications\Pcrmit Application Revised - 8-9-11.does Revised: August 2011 bh Date: C< - � 1 Day Telephone: (206) 445-4804 Bellevue WA 98006 City State Zip Page 4 of 4 • Cash Register Receipt City of Tukwila Receipt Number ,., DESCRIPTIONS ACCOUNT QUANTITY ' PAID PermitTRAK . - . . , . ., • , $2 263.71 D17-0175 Address: 5290 SOUTHCENTER BLVD Apn: 1157200021 $2,263.71 . Credit Card Fee $65.93 Credit Card Fee R000.369.908.00.00 0.00 $65.93 , . DEVELOPMENT$1,806.43 PERMIT FEE R000.322.100.00.00 0.00 $1,801.93 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 PUBLIC WORKS . $300.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 .$250.00 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $25.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $25.00 TECHNOLOGY FEE i • $91.35 TECHNOLOGY FEE R000.322.900.04.00 0.00 _ $91.35 TOTAL FEES PAID BY RECEIPT: R11914 :: $2,263.71 Date Paid: Friday, July 14, 2017 Paid By: CORY BROWN Pay Method: CREDIT CARD 014110 Printed: Friday, July 14, 2017 11:46 AM 1 of 1 CASWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $1,206.39 . D17-0175 Address: 5290 SOUTHCENTER BLVD Apn: 1157200021 $1,206.39 Credit Card Fee $35.14 Credit Card Fee R000.369.908.00.00 0.00 $35.14 DEVELOPMENT $1,171.25 PLAN CHECK FEE I R000.345.830.00.00 0.00 I $1,171.25 TOTAL FEES PAID BY RECEIPT: R11810 $1,206.39 Date Paid: Monday, June 26, 2017 Paid By: CORY BROWN Pay Method: CREDIT CARD 026157 Printed: Monday, June 26, 2017 3:20 PM 1 of 1 CISYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION\Wt../ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 b11 -0/75 -- Project: / %& ?D PLUS C . Er v ocril Type of Inspection: 'I" 'l L.b /Aire ilife_,_ Address: 2qo rine6 Ji r s v Date Called: Special Instructions: @1YWQ Date Wa a /1 / 7 a.m p.m. Requeste . DA tilSoj Phpone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 01; /41'41_ /111/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter 8tvd., Suite 100. Call to schedule reinspection. Inspector: Date INSPECTION NO. INSPECTION RECORD Retain a copy with permit bo- dris' -d'7a PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r /� j pp aVtZ cc 19' Vo0A1 T e of Inspection: �i /.AF- eo /O scaci- 1�' I Address: S290 fple6 e U ate Called: Special Instructions: t Date,Wanted: • 7 `g/// 7 P. Requester:. Phone No: z 6. qqS` q o/✓ " Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: / i/ Date: C7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR'S RESPONSIBILITY' Before bidding or starting any construction work, you are required to obtain a written asbestos report from the building owner or owner's agent. The report must be based on a survey by an accredited AHERA building inspector unless the building owner assumes materials in the structure are asbestos or has other convincing documents showing asbestos is not present in the work area. A building owner may know asbestos has been removed during prior work or that a new building has been constructed using materials certified to be asbestos free. If you discover suspect asbestos materials, you must report them to the building owner within 24 hours. Asbestos materials may be found in enclosed structures or between other materials, where they are not accessible before work. State law specifies a minimum $250 per day fine for failure to obtain the asbestos report. This fine can be applied to both the contractor and building owner. Additional fines may be applied if workers are exposed to airborne asbestos. ' Washington State Department of Labor & Industries regulations & policy with regards to asbestos removal. A Copy of the asbestos report must be made available to the building inspector prior to the first inspection. In addition, if asbestos has been found, confirmation of the completed abatement work must be provided to the building inspector. Inspection scheduling will not be accepted until this documentation is received by the building inspector. 0 5 VICINITY MAP N.T.S. OWNER INSPIRUS CREDIT UNION 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 (206) 628-4088 CONTACT: CAROL CAMERON CONSULTANTS CIVIL: NAVIX ENGINEERING 11400 SE 8TH STREET, SUITE 345 BELLEVUE, WA 98004 (425) 453-9501 CONTACT: JOE TAFLIN, P.E. ARCHITECT: JACKSONIMAIN ARCHITECTURE P.S. 311 1ST AVE S SEATTLE, WA 98104 (206) 324-4800 CONTACT: MATT LAASE. AIA LANDSCAPE ARCHITECT: THE WATERSHED COMPNAY 750 6TH ST S KIRKLAND, WA 98033 (425) 822-5242 CONTACT: AMBER RAYNSFORD STRUCTURAL: DCI ENGINEERS 818 STEWART ST, SUITE 1000 SEATTLE. WA 98101 (206) 332-1900 CONTACT: BRENT ROBINSON, P.E., S.E. MECHANICAL: METRIX ENGINEERS 1131 SW 7TH ST, SUITE 110 RENTON, WA 98057 (425) 336-2822 CONTACT: SCOTT MILLER, P.E. ELECTRICAL: CASE ENGINEERS 19515 NORTH CREEK PKWY, SUITE 302 INSPIRUS CREDIT UNION OFFICE ADDITION CITY OF TUKWILA ADMINISTRATIVE APPLICATIONS FILE COPY PLANNING APPR 1140 changes can be madeto these plans without approval from the Planning Division of DCD Approved By: L_ Sro >�n i Date: "1`l1-11 al =• �alk • THCENTER BLVD., TUKWILA, WA 981�'`rmit No.�� 0I7,S U11LR1ES WATER: KING COUNTY WATER DISTRICT 125 3460 S 148TH ST, SUITE 110 TUKWILA. WA 98168 (206) 242 9547 SEWER: VALLEY VIEW SEWER DISTRICT 3460 5 148TH ST, SUITE 100 TUKWILA, WA 98168 (206) 242-3236 STORMY/ATER: CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 (206) 433-6800 POWER: PUGET SOUND ENERGY 10885 NE 4TH ST BELLEWE, WA 98004 (888) 225-5773 GOVERNING AGENCY REVIEW AGENCY: CITY OF TUKWILA 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 (206) 433-1800 ThesBOTHELWA 98011 �NS�have been reviewed by the Public Wong nc Al b=ent for conformance with current City WiERtEST .Acceptance is subject to errors and CONTACT: MITC W 0 YEA, LS. omissions wnic` i do nrn pn'0torire violations of adopted standards or ordinances. The responsibility for the adequac- of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection the Public Works utilities inspector. Date: By: 07ippi I� LEGAL DESCRIPTION BY SURVEYOR S No cbanues sh^rlREVIbnIONS made to the scope • (IT k*!o'ai Wi h ;" prior approval of . Bu d:rig Division. wiil require a new plan submittal `' may an. ude ad:! tional plan review fees. PARCEL A: THOSE PORTIONS OF THE SOUTH 51 FEET OF THE EAST 441 FEET OF TRACT 1; ANO THE NORTH 140 FEET OF THE EAST 441 FEET OF TRACT 2; ALL IN BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47. IN KING COUNTY. WASHINGTON, LYING EASTERLY OF 52ND AVENUE SOUTH AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 596231; EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 596231 FOR PRIMARY STATE HIGHWAY NO. 1; TOGETHER WITH THAT PORTION OF THE SOUTHERLY 51 FEET OF TRACT 1 AND OF THE NORTHERLY 140 FEET OF TRACT 2 OF BROOKVALE GARDEN TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS. PAGE 47, IN KING COUNTY, WASHINGTON. BEING SOUTHERLY OF A LINE DRAWN EASTERLY, AT RIGHT ANGLES TO THE Y -LINE SURVEY OF STATE ROUTE NO. 5, SOUTH 178Th STREET TO SOUTH 126TH STREET, FROM HIGHWAY ENGINEER'S STATION Y 12+90 THEREON AND LYING BETWEEN THAT LINE DRAWN PARALLEL WITH AND 40 FEET EASTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM SAID Y -LINE SURVEY AND THAT RIGHT-OF-WAY LINE DRAWN PARALLEL WITH AND 30 FEET EASTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM SAID Y -LINE SURVEY. PARCEL B: THAT PORTION OF TRACT 2 OF BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID TRACT WITH THAT RIGHT-OF-WAY LINE DRAWN PARALLEL WITH AND 30 FEET EASTERLY, WHEN MEASURED AT RIGHT ANGLES. FROM SAID V -LINE SURVEY; THENCE SOUTHERLY, ALONG SAID RIGHT-OF-WAY LINE. TO A POINT OPPOSITE HES Y 10+59 ON SAID Y -LINE SURVEY; THENCE EASTERLY, ALONG THE EXISTING P.S.H. 1 -RE LINE RIGHT-OF-WAY LINE OF SAID HIGHWAY TO A POINT OPPOSITE HES 1 -RE 140+00 ON SAID EXISTING P.S.H. 1 -RE LINE SURVEY AND 70 FEET NORTHERLY THEREFROM; THENCE NORTHWESTERLY. ALONG A LINE THE PRODUCTION OF WHICH EXTENDS TO A POINT OPPOSITE HES Y 11+00 ON SAID Y -LINE SURVEY AND 40 FEET EASTERLY THEREFROM, TO INTERSECT THE WEST LINE OF THE EAST 225 FEET OF SAID TRACT; THENCE NORTHERLY, ALONG SAID WEST LINE. TO THE NORTH LINE OF SAID TRACT; THENCE WESTERLY TO THE POINT OF BEGINNING; EXCEPT THAT PORTION OF THE ABOVE DESCRIBED PARCEL LYING WITHIN THE NORTH 140 FEET OF SAID TRACT; TOGETHER WITH THAT PORTION OF VACATED SOUTHCENTER BOULEVARD ADJOINING, WHICH, UPON VACATION. ATTACHED TO SAID PROPERTY BY OPERATION OF LAW, AS PROVIDED BY ORDINANCE N0. 1172. PARCEL C: THAT PORTION OF THE WEST 130 FEET IN WIDTH OF THE EAST 225 FEET IN WIDTH OF TRACT 2 OF BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT• THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, _ WASHINGTON, WHICH LIES NORTHERLY OF RENTON'S THREE TREE POINT ROAD; EXCEPT THE NORTH 140 FEET THEREOF; AND EXCEPT THAT PORTION DEEDED TO THE STATE OF WASHINGTON FOR P.S.H. NO. 1, RECORDED UNDER RECORDING N0. 5538435; TOGETHER WITH THAT PORTION,OF aVACATED SOUTHCENTER BOULEVARD ADJOINING, WHICH, UPON VACATION. ATTACHED TO SAID PROPERTY BY OPERATION OF LAW, AS PROVIOEQ:9j' ORDINANCE NO. 1172. PARCEL D: �1/• THAT PORTION OF THE EAST 95.00 FEET IN WIDTH OF LOT 2. BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE(S) 47, RECORDS OF KING COUNTY, WASHINGTON; LYING NORTHERLY OF RENTON THREE TREE POINT ROAD; EXCEPT THE NORTH 140 FEET THEREOF; EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 5494128. SITE DATA SITE AREA: 1.478 ACRES PROPOSED IMPERVIOUS AREA: 1.12 ACRES LAND USE CLASSIFICATION: RCM & 0 PARCEL NUMBER: 5200: 115730-0013 5290: 115720-0021 LOCAL JURISDICTION: CITY OF TUKWILA EARTHWORK: CUT: 350 CY FILL: 200 CY NET: -150 CY (CUT) BENCHMARK: WASHINGTON DEPARTMENT OF TRANSPORTATION MONUMENT ID 5274, DESIGNATION 1517163. ELEVATION - 150.849 (NAVD 88). T13M-1: FOUND CHISELED •X• IN WEST END OF CURB ISLAND IN SOUTHCENTER BLVD. ELEVATION = 67.60' (NAVD 88) TBM-2: NW FLANGE BOLT OF TRAFFIC SIGNAL POLE AT NW QUADRANT OF SOUTHCENTER BLVD AND I-5 OFF RAMP. ELEVATION - 59.64' (NAVD 88) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2017 City of Tukwila BUILDING DIVISION TOGETHER WITH THAT PORTION OF SOUTHCENTER BOULEVARD AS VACATED BY CITY OF TUKWILA ORDINANCE N0. 1172, RECORDED FFFfrO UNDER RECORDING NO. 8009190677, WHICH ATTACHEL7) TEi�5f110 PPA PERMIT OPERATION OF LAW. T1i{jE V\ }L•, I , r THE PROPERTY DESCRIBED AND SHOWN HEREON IS SAI!E�E,,PPQPV#IY A DESCRIBED IN THE FIRST AMERICAN TITLE INSURANCEICOM FOR TITLE INSURANCE NUMBER NCS -691351 -RAO DA)ED jj �r ,, SPED FOR. ialechanic al 'Electrical '''Plumbing £Vas Piping . ,ty of Tukwila t'�'' ' '-'1G DIVISION 1/ JACKSON I MAIN ARCHITECTURE 911 FIRST AVENUE SOUTH SEATTLE. WA 08100 1206.924.4800 YAVWJACKSONMAIN.COM /J NAVIX SREO=lle Plan r3vi'w approval is subject to errors and omi, Sion Approval of cons ruciion documents does not autlo ize the violation of any adopted code or ordinance. Re o m g of approved Fitid Copy and (J�'nditi s acknowlo ,e2! ! d W •� oF- 0 SHEET INDEX By: Date: `Z% t Lf / i1 CV -1 COVER SHEET SHEET 1 OF 1 ALTA SURVEY 0-1.0 TESC AND DEMO PLAN TAIL D-1.1 TESC AND DEMO C-1.1 SITE IMPROVEMENTTEDETAI UILDING DIVISION C-1.0 SITE IMPROVEMENT PLAN C-2.0 GRADING AND DRAINAGE PLAN C-2.1 GRADING AND DRAINAGE DETAILS City of Tukwila GENERAL NOTES (NAVIX) SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, THE CITY OF TUKWILA STANDARD SPECIFICATIONS. AND THE A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY DURYEA & ASSOCIATES, DATED JUNE 8, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. RECEIVED JUN 272017 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA JUN 262017 PERMIT CENTER briotis CO CO 03 LU z OD W OT F og CD CD N I-- 2 - 12 S 'u c8 0 5r5 toL E=wE=9 gDADm PROJECT NO PROJECT MGR.: DRAWN BY: CHECKED BY: 84Vn97 80528001 JWT JKGSNG JWT CV -1 NOWNNOMN.W2M iWIA•204 WEST 1/4 COR. SECTION 23 FOUND r BRASS DISK MIN PUNCH IR CONC./CASE *5001 BENCHMARK 1517163 0=81� - -6ASIS 0f BEARINGS- I/4 SECf00 UNE - - N - GRAPHIC SCALE (O PEB} ) 1 06[11 - 40 n CONTOUR INTERVAL . 2' FOUND: PROPERTY UNE EASEMENT UNE - . . _ B,s.L .. _011L011D SETBACK LINE CENTERLINE / / / / / / / / / / / / / / BUILDING UNE 6' EXTRUDED CONCRETE CURB 6 CONCRETE CURB AND GUTTER -- --'--'--'--'-STREAM BOUNOART - ' - - - ' • -EDGE OF ASPHALT -•�•-•-•-6' CHAINUNK FENCE -•-•-•-•-6' WOOD FENCE E WALL 'CONCRETE SURFACE 1Y PRE HYDRAN1 T1 PRE CONNECTION ♦ POST INDICATOR VALVE LED TER METER ▪ WATCH VALVE SANITARY SERER MANHOLE 000 SANITARY SEWER CLEAR OUT oCIIP UN0ER00MN0 CABLE WITNESS POST ® STORM SEWER MANHOLE m ELECTRIC JUNCTION SM ❑ CATCH BASIN O TRAFFIC SIGNAL POLE O UGHT STANDARD ▪ PHONE RISER • CABLE N RISER ❑F ELECTRIC VAULT ❑P POWER TRANSFORMER ❑T TELEPHONE VAULT O Hou TREE WIN TAG N0. x elra BLUE/WOTE FLAGGING NTH N0. UNDERGROUND STORM ORM UNE UNDERGROUND SANITARY SEWER UNE UNDERGROUND WATER UNE UNDERGROUND PIPED 5100* UNDERGROUND ELECTRIC UNE UNDERm0UN0 TELECOMMUNICATION- • FOUND AS NOTED • FOUND A5 501(0 O FOUND AS NOTED TEMPORARY BENCHMARK CB: RIM- 0.3.91. E OUT (50- 02.51' BCP M E IN (NW)- 81.62' W. 19.70 12.CP ( 40 IN(0)-761.2* 10CP 10 OUT (5)- n.92'12.0.. nese pi.uis nave been reviewed by the YubJ Works Depart -nem for conformance with curt t City standards. acceptance is subject to errors Irn omissions which do not authorize violations of adopted standards or ordinances. The responsibility ----for the adcquac' of the design rests totally with the - --designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawlng c„o for subsequent approval. _ Y STA 63+00.001LT ( nal acceptance is subject to field innection by -M I H _Nootks utilities c �teZffAoROA 8394 isolOOKL/VOtE 1.0tNtrli: 07 I N 6030450 ;MHO 5/6' REBAR W/CAP / .94'0.0.0.16•* / /„ /SMITH LINE M TRACT 1 / / .„ R IE\NED FOR COO.IkCPMPLIANCE APPROVED JU� 11 2011 I II I 0 205E RCM ZONE_ CG if UN (NW)4 4'P 621 ' IE OUT (SE). 61.31' 18153AP PARCEL A E IN (5). 65.56'' 4'05 E IN (MN). 65.56' 1110E E OUT (4). 65.61' 12" OAP FFE 59.03' (PAACING GARAGE) \I IE IN (X)1554.18' 121MP IE OUT (S). 51.18' 1210,IP f Tukwila G DIVISION to 03. IE OUT (W). 69.66 1607 LB: IE IN (E). 69.50 0CP IF IE IN (5)= 69.43' 141. IE OUT (W). 69.33' Tr. ROD= 72.00 IE OUT (EN 70.09' 61GH ra RNA- 7260' 10 11.1(N)- 70.25' 121CP 10 T (EN 70.25' 121CP 5200 0010 11T -UP BLVD 2 STORY CONCRETE PLT -UP BUILDING AREAUNDERGROUND PARKING GARAGE AREA . 16,069 SOFT. 2(FOOTPRINT) EIDXT - 27.47' 90 SOUTH UNE OF THE NORTH 140' OF TRACT 2 FEE . 70.65' O u • 1 1MED STET t-3 A F•VF,F 200410 2,.1 1 MM 1 LC 1 PARCEL C R 8' IM- 69.1 RI UT (0). .6668' 12"0AP PARCEL 0 \FOUND 4'X0 CMC. P05T 0.17' X, 095 LT M STA m+B2.B5 LT 5 84 YO E 0.70 / 1E IN(N)- 64.95' 21107 10 IN(9). 64.85' MI -CP IE OUT (E)- 64.95' 241CP \ F0UN0 2' BRASS DME 00TH IN CONC./CASE 1-150 STA 136+90.0 - .TSTA 10+00.0 . _ .. .. .. .. .. -.. / I - T - _ tiLL DTII / I \-1-RE STA 1/140155 STA 56407.05 SOU HCENTER BOULEVARD (WIDTH VARIES) (A PUBLIC STREET) I FOAL DFSCRIPTON' PARCEL A: THOSE PORTIONS OF THE SOUTH 31 FEET OF THE EAST 441 FEET OF TRACT 1; AND THE NORTH 110 FEET OF THE EAST 441 FEET OF TRACT 2; ALL INALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF 5210 AVENUE SOUTH AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 5982]1; EXCEPT THAT POR10N NEREM 0000E2NE0 IN KING COUNTY SUPERIOR COURT CAUSE N0. 596231 FOR PRIMARY STATE HIGHWAY N0. 1; TOGETHER MTN THAT PORTION OF THE SOUTHERLY 51 PEET OF TRACT 1 AND OF 171E NORTHERLY 140 FEET OF TRACT 2 OF 900014ALE GARDEN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PUTS PACE 47, W (INC COUNTY, WASHINGTON, BONG SOUTHERLY OF A LINE DRAWN EASTERLY, AT 41011 ANGLES TO THE Y -UNE SURVEY OF STATE ROUTE N0. 5. SOUTH 11911 STREET TO SOUTH 12611 STREET. FROM HIGHWAY ENGINEER'S STABON Y 12+90 1HERE0N AND Lt1NG BETWEEN THAT UNE DRAWN PARALLEL MN AND 40 FEET EASTERLY, W. MEASURED AT RIGHT ANGLES. FROM SAID -UNE SURVEY AND NAT RIGHT -OR -WAY UNE DRAWN PARALLEL WI. AND 30 FEET EASTERLY. MIEN MEASURED AT RIGHT ANGLES. FROM SAID Y -UNE SURVEY. PARCEL B: NAT POR100 OF TRACT 2 OF BROOM/ALE GARDEN TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE INTERSECTION OF THE NORTH UNE OF SAID TRACT MN THAT RIGHT-OF-WAY UNE DRAWN PARALLEL WIN AND 30 FEET EASTERLY, *NEN MEASURED AT RIGHT ANGLES FROM SAID Y -UNE SURVEY; THENCE SOUNE011, ALONG SAID RIGHT-OF-WAY UNE TOA POINT OPPOSITE HES Y 10+59 ON SAID 1 -UNE SURVEY; THENCE EASTERLY, ALONG THE EXISTING P.S.H. -RE UNE RIGHT-OF-WAY UNE OF SAID HIGHWAY TOA POINT OPPOSITE HES 1 -RE 140+00 00 SAID EXISTING P.S.H. 1 -RE LINE SURVEY ANO 70 FEET NORTHERLY THEREFROM; THENCE NORTHWESTERLY, ALONG A LINE THE PRODUCTION OF CH EXTENDS TOA POINT OPPOSITE HES Y 11+00 00 SAID 1 -UNE SURVEY ANO 4D FEET EASTERLY THEREFROM, TO INTERSECT THE 'NEST UNE M THE EAST 225 FEET OF SAID TRACT; THENNORTHERLY, ALONG SAID WEST UNE, TIE E NORTH UNE OF SAID TRACT; THENCE WESTERLY TO THE POINT OF BEGINNING; EXCEPT THAT PORTION OF THE ABOVE OE5ORIBE0 PARCEL 1100 MTHIN THE N00N 140 FEET OF SAID TRACT; TOGETHER MTI THAT PORTION OR VACATED 5MTHCENIER BOULEVARD ADJOINING, 580401, UPM VACATION. ATTACHED TO SAID PROPERTY BY OPERATION OF LAW, AS PRO3DED BY ORDINANCE N0. 1172. PARCEL C: NAT PORTION OF THE NEST 130 FEET 15 WON OF THE FAST 225 FEET 4N WIDTH OF TRACT 2 OF BROMVALE GARDEN TRACTS ACCORDING TO 1XE PUT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON. NH. UES NORTHERLY OF R.TON0 THREE TREE PONT ROAD: EXCEPT THE NORTH 140 FEET THEREOF; AND EXCEPT THAT PORTON 0EE0E0 TO THE STATE OF WASHINGTON FOR P.S.X. N0. 1, RECORDED UNDER RECORDING N0. 5535435; TOGETHER MTH THAT PORTON M VACATED SOUTHCENTER BOULEVARD ADJOINING, WHICH, UPON VACATION, ATTACHED TO SAID PROPERTY BY OPERATI00 M LAW, A5 PROVIDED 511 ORDINANCE N0. 1172. PARCEL 0: THAT PORTION OF THE EAST 95.00 FEET IN WDTH OF LOT 2, BROCKVALE GARDEN TRACTS ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 10 OF PLATS PACE(5) 47, RECORDS OR KING COUNTY, WASHINGTON; LINO NORTHERLY OF RENTOR THREE TREE POINT ROAD; EXCEPT NE NORTH 140 FEET THEREOF; EXCEPT 1101 PORTON CONVENED TO THE STATE OF WASHINGTON FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING N0. 5494128. TOCEIH04 5111 NAT P00100 a SOUTHC.TER BOULEVARD AS VACATED BY CTR OF HKMA m040 70 1112 RECO700 SEPTEMBER 19, 1960 UNDER RECORDING H0. 6009190877: NIGH *1140)00 TO SAID PREMISES BY OPFAAnM a LAW. THE PROPERTY DESCRIBED AND SHOWN HEREON 15 THE SAME PROPERTY A5OESC 311 EO IN THE FIRST AMERICAN TITLE INSURANCE CMPANY CMMINENT 400 FOR MILE INSURANCE NUMBER NCS -691351 -MM DATED FIRST AMERICAN 11TLE INSURANCE COMPANY cOMMITMENLNO. NCS 691351 -WA] SCHEDULE B - EXCEPTIONS' 2) ORDINANCE NO. 1172, RECORDED SEPTEMBER 19, 1960 A5 RECORDING NM 6009190877; AFFECTS SUBJECT PROPERTY. NOT PLOTTED. GENERAL IN NATURE. 3) DEVELOPMENT AND TRANSIT WAY AGREEMENT FOR SOUTH TRANSIT CENTRAL LINK UGH, RAIL TUKWILA FREEWAY ROUTE PROJECT, RECORDED BAY 15, 2009 AS RECORDING N0. 25090715000M: AFFECTS SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. 4) VIOLATION NOTICE AND ORDER RECORDED JFINUARY 21. 2014, RECORDING HEPR D. 2014012700033+: AFFECTS MFCT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. 8) CONDEMNATION OF RIGHTS OF ACCESS TO STATE HIGHWAY AND OF UGH', MEW AND AIR BY DECREE KING COUNTY SUPERIOR COURT CAUSE N0. 596321. NO ACCESS TO INTERSTATE S 9) RELEASE OF RECORDED AMLY 21. 1994 A5 RECORDING N0. 5764126; AFFECTS SUBJECT PRORERTY, NOT PLOTTED. GENERAL IN NANRE. 10) 0050*0NT FOR STORM MANHOLE RECORDED OECEM8ER 11. 1965. (CORDING N0. 821211.61; AFFECTS SUBECT PROPERTY, PLOTTED. 11)PMARY CONSTRUCTION EASEMENT RECORDED FEBRUARY 13, 2001 UNDER RECORDING N0. 200701300152} AFFECTS SUBJECT PROPERTY, NOT 60 PLOTTED, NO SPECIFIC LOCATION OF EASEMENT DEFINED IN NE RECORDED INSTRUMENT. 16) RESTRICTIONS CM0410NS DEDICA1ONS, NOTES, EASEMENTS AND PROVISIONS IF ANY, AS CONTAINED AND/OR 002002102 00 NE FACE M THE PLAT OF BROORVALE GARDEN ACTS RECORDED IN VOLUME 10 OR PLATS AT PAGE 47, AFFECTS SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. B I4 I I.D 11\)G TO 8E DEMoLlSHEt SEPric, TR•14\1( AE ?rt DONE.D JJS NOTES AND COMMENTS: 1) PROPERTY ADDRESS: 5200 AND 5290 SOUNCEN1ER BOULEVARD, NK58lA WA. 2) 3) 4) 5) 9) 7) BY GRAPHIC PLOTTING ONLY, TRIS PROPERTY 15 IN ZONE X. OF THE ROOD INSURANCE RATE MAP, COMMUNITY PANEL N0. 536130095964 MACH BEARS AN EFFECTIVE OATS OF MAY IS 1895 ANO IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SEIVENINC WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED N VERIFY THIS DETERMINATION OR APPLY FORA VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. TOTAL LAND AREA 64,361 50UARE FEET OR 1.478 ACRES. MORE DR LESS. PER THE CITY OF TUKWILA PLANNING DEPAR1M0111. THIS SITE 15 CURRENTLY 20000 REGIONAL C2MMER001 MIXED USED (RCM) AND OFFICE (0); THE CURRENT ZONING ALLOWS FOR THE CURRENT USE OR 000 GTE A5 AN OFFICE BUILDING. RCI ZONING REQUIREMENTS FM THI0 5TE SETBACKS: FRONT: 20 FEET SECOND FRONT: 10 FEET SIDE: 10 FEET REAR: 10 FEET HEIGHT: ] STORIES OR 35 FEET PARKING 3 SPACES PER 1,000 USABLE ROM AREA 0 ZONING REOUIREMENTS FOR THIS STE: SETBACKS:0000: FRONT: 25 FEET SDE: 10 FEET REAR: 10 FEET HEIGHT: 3 STORIES OR 35 FEET PARKING 3 SPACES PER 1,000 USABLE :LOM AREA THf 92110100 2600 5X0971 104(00 WAS =TNT 0 +6LD MEASUREMENTS OF 1HE EXTERIOR WALLS AT GROUND L92;1'. PARKING SPACES: MT500: 63 REGULON GARAGE: ]J REGULAR ANO 3 XANOICAP TOTAL 96: 96 REGULAR AND 2 HANDICAP THE MOERORMNO UNTIES SDN HERE. ARE COUPLED FROM PISS AND YAPS PRONGED BY THE CITY M NAVA, ALONG WW1 NE NGS PROVIDED BY AN UNDERGROUND UTILITY LOCATION SERWCE AND VERIFIED BY THE VISIBLE SURFACE FEANRES OF THESE UTILITIES. BEFORE DIGGING CALL 171E APPRMRI01E LOLL 20UIY 10CA10 SER4CE FM +0 0 10031005 DR UNOERORMNO 2+U11 2NES. 6) AT TME NE M THE FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE 4 EARTH 001115 WORK, BUILDING C005TRUCT00, DR BUILDING Aoom.s MTHIN RECENT M.Ns. 9) PURSUANT TO TIE OTT OF TUKWILA PUBLIC WORKS DEPARTMENT, HERE ARE NO CURRENT PROPOSALS FM ANY CHANGES IN STREET RIGHT OF WAY LINES ADJACENT TO THE SUBJECT PROPERTY SHO. ON THIS SURVEY. 10) AT THE TWE M NE FIELD SURVEY, THERE WAS NO OBSERVABLE EMDEN. OF SITE USE ASA SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL 11) Al THE 1490 OF THE WE10 5090(1, THERE WAS NO EVIDENCE OR SPE 435E ASA CEMETERY OR 020401 GROUND. 12) PROFESSIONAL LIABILITY INSURANCE POLICY IN THE AMOUNT OF 51,000,000 OBTAINED BY THE SURVEYOR SHALL BE IN EFFECT THROUGHOUT THE CONTRACT TERM. 13) AT THE ONE IF MELD SURVEY. THERE WAS N0 OBSERVABLE EVIDENCE OF RECENT STKEr OR SIDEWALK CONSTRUCTION OR REPAIRS 14) ACCESS TO PROPERTY MA PUBLIC ROWS OF WAY 52 NO AVENUE SOUTH AND SOUNCENTER BLVD 15) BASS OF BEARINGS. NE BEARING OF $GUN 503026' EAST KONG NE NOR. UNE OF THE NWI/4 M NE SW 1/4 OF SECTION 23, 03NSH4P 23 NOR.MAL., RANGE 4 EAST, Y., AS SHORN 00 THAT CERTAIN RECORD OR SURVEY PLED IN VOLUME 268, PAGES 439 ANO 240, KING COUNTY RECORDS. WAS TAKEN AS THE BASIS M BEARINGS SHOWN UPM THIS SURVEY. 0) TAX MAP PARCEL NO./157200013 AHD 1151200021 l7) .ERE TAE NO DAPS ONES OR OVERLAPS 6019605 THE SUBJECT PROPERLY ANO NE 902061X0 74MER100 540989 ON X15 SURVEY. 16) EASEMENT RIGHTS. P101109LE EASEMENTS ARE SHOWN FROM THE DINER SUPPLIED TIE REPORT. NON-PLOTTABLE EASEMENTS ARE NOTED ON THE SURVEY AS BONG NOT PLOTTED'. BECAUSE OUR SERVICE IS UNITED TO REPORTING 00 EASEMENT LOCATIONS ME ON STRONGLY RECOMMEND LEGAL COUNSEL TO BE RETAINED TO REPORT TIE PAPERS IN THEIR ENTRE,.. 19) NIS 15 AN AS -92110 SURVEY PREPARED IN ACCORDANCE M. THE MINIM. STANDARD OETML 9EMREMENTS FOR ALTA/ACM LAND TITLE SURVEYS 20) NE 00-510 STORM MANAGE SYSTEM FOR 105 PROPERTY IS DESIGNED 10 COLLECT ALL 00-STE STORM WATER USING THE CA104 BASINS AS COLLECTION POINTS THEN DEPOSITING INE STORM WATER 4510 NE PUBLIC STORM SEWER SKTEM. 21) THIS SURVEY WAS PREPARED FOR THE PURPOSES OR WNW. AN EXTENDED COVERAGE 111LE INSURANCE POLICY ANO DOES NOT C0015N SUFFICENT DETAIL FOR 0E001 PURPOSES. 20DI100AL SURVEYING MU. BE REQUIRED FOR DES. PURPOSE£ 22) THE USE OF NE WORD 'CERTIFY' OR 'CERIPCA0M• %THIN THIS SURVEY ONLY CMS*NTES AN EXPRESS. OF PROFESSIONAL MINIM REGARDING NOSE FACTS AND FR OMM SHORN M THIS SURVEY, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED M EXPRESSED. 23) 1URYEA W ASSOCIATES ONLY ACKNOWLEDGES SME AND STAMPED MMS AND ORAWNGS. N0 RESP00SBIUTY OR UTY IS EXPRESSED OR IMPLIED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND DRAWINGS EatirTAHMAR WASHINGTON DEPARTMENT OF TRAR5P0RTA100 MONUMENT 10 5274, DESIGNATOR 107163. ELEVATOR . 150.649 (NANO 69). 184-1: FOUND 0115E1E0 19' IN WEST END OR 099 401.0 N SO 100061ER BLVD. ELEVATION . 97.60' (NAND m) 101-2: NW FLANGE BOLT M TRAFFIC SIGNAL POLE AT NW QUADRANT OF 5MNCENIEA ONO AND 1-5 OFF RAMP. ELEVATION . 59.60 (MAW 66) POSSIBLE ENCROACHMENTS: (A) CURB AND ASPHALT 0100001E5 UP T02.5' 00T0 ADJOINING PROPERTY (6) CONCRETE DRIVEWAY ENCROACHES UP 10_6.2' ONTO ANIONI )0 PROPERTY PERE ARE NO 01110 ENCROACHMENTS BY IMPROVEMENTS 00 THE ADJOINING PROPERTY ONTO SUBECT PROPERTY, AND N0 OTHER ENCROACHMENTS BY IMPROVEMENTS LOCATED 00 SUBJECT PROPERTY OVER ANY ADJOINING PROPERTY OR OVER ANY PLOTTED OR PLOTTEaLE EASEMENTS To: School Employlee Credit Unim of Washington and Mixt Am1lcan 1111• (neuron. 020004y Nle h to certify that ON map Dr Plat and the Rd, on O. It le Mead were made In sucordance 1ltll the 2011 Mlnlmum Standard OMNI Rpu#emente la ALTA/ACSM Land Tile rveys, ppinur eetaal*Nd and adopted d1 ALTA and HSPS, and Ina1Ndos Items 2-5, 6(0), 6(6), T.11o A as eof. The field Eaa. waee):omt4. completed 18. 20(o) 20(0(0+2 5, 2614 "e amount m 51,000,000) of MRCN01 Duryea LS 336551 Exp. 9/17/2017 ECEJVED OF TUKWLL JUN 26 2017 PERMIT CENTS C 6,4. 9.61-C7 6/6/296 ALTA/ACSM LAND TITLE SURVEY R 1 SECU OFFICE BUILDING 5200 & 5290 SOUTHCENTER BLVD TUKWILA, WA DURYEA & ASSOCIATES, P.S. 2702 N. Perry Street, Spokane WA 99207 tel: (509) 465-8007 www.duryea-associates.com OATS: DECEMBER 2014 SCALE: - 20' PROJECT SURVEYOR: 942 DRAWN BY: BPO SHEET: OF 1 g Mar 08. 2017 — 10:22om gton\Tukwio\Jackson Main\Inspinn Credit Union\2Draxings\NJM_0 ORANGE CONSTRUCTION FENCE ORANGE CONSTRUCTION FENCE LIMITS OF DISTURBANCE SILT FENCE INTERSTATE 5 RETAINING WALL TO BE REMOVED. REMOVE SEPTIC TANK IN ACCORDANCE VATH KING COUNTY BOARD OF HEALTH CODE 13.04.054 I / SAWCUT UNE 1 1 SAWCUT LINE .1 _I I I SAWCUT LINE �y I I.' 1 WATER METER TO BE REMOVED EXISTING 1,058 SF BUILDING TO BE DEMOLISHED 1 PROPOSED BUILDING AREA STRAW WATTLES 1 f SILT FENCE .-40' REDUCED WATERCOURSE BUFFER EXISTING ELECTRICAL SERVICE TO BE REMOVED EXISTING CONCRETE CURB TO BE DEMOLISHED 0 SAWCUT UNE EXISTING PAVEMENT TO BE DEMOLISHED SILT FENCE EX151180 STREAM • IN PIPE TO REMAIN LIMITS OF— DISTURBANCE EXI51180 DRIVEWAY TO BE DEMOLISHED REPLACE FOC SEE NOTE 1 -J- EXISTING CONCRETE CURB ANO GUTTER TO BE DEMOLISHED I EI CONSTRUCTION ENTRANCE REMOVE CONCRETE WALLS AND CONCRETE SIDEWALK RAMP LIMITS 09 DISTURBANCE II 111\SAWCUT LINE X11 II i_- TEMPORARY INLET PROTECTION (TYP)-\ SAWCUT UNE • 1 SAWCUT LINE 52ND AVENUE S EXISTING CROSS STRIPING TO BE REMOVED EXISTING CONCRETE CURB TO BE DEMOLISHED REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2017 City of Tukwila BUILDING DIVISION 0 10 20 41 SLATE: 1 INCH N20 FEET LEGEND LIMITS OF DISTURBANCE SILT FENCE STRAW WATTLES ORANGE CONSTRUCTION FE CONSTRUCTION ENTRANCE MOM REMOVE EXISTING BUILDING TEMPORARY INLET PROTECTION 99199nnwJwNlN99N EXISTING CONCRETE CURB TO BE REMOVED EXISTING CONCRETE PAVEMENT. ASPHALT PAVEMENT AND/OR CONCRETE SIDEWALK TO BE REMOVED NOTES: 1. REPLACE THE EXISTING FOC WITH A NEW FDC WITH A SINGLE 30 -DECREE DOWNWARD BEND AND A 5 -INCH STORZ ADAPTOR WITH A LOCKING KNOX CAP. PiSzs RECEIVED CITY OF TUKWILA JUN 262017 PERMIT CENTER 1l JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, wk 99100 1209.324.4800 W WVJACKSONMNN.GOM 1 NAVIX SITE ICWIL z 0 z o I- Z m 0 0 IX WF- Hao Ce p z co (Un < i a H Ce0 8 d� o Z0 IF P ROJECT NO 50529001 PROJECT MGR.: JWT D RAWN BY: JKWSNG CHECKED WC JWT TESC AND. DEMO PLAN D-1.0 JACKSON II TMAIN ARCHITE URE St, FEST AVENUE SOUTH SEATTLE, WA 98100 • WP W.iwACKSONMAPLCOM J NAVIX SITE CIVIL z 0 Z I- z E0 w i LA0 N� Q IL w U_ Z u_ O Y/k7,ron PROJECT NO PROJECT MDR.: DRAWN WC CHECKED BY: oin\Inspires Credit Union\2Drawings\N oshington\iukwio\Jo JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2'o2' BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD' STRENGTH FABRIC USED 6' MAX. MINIMUS 4%4'POST SPACING MAY BE TRENCH INCREASED TO 8' IF WIRE BACKING IS USED ' . ' W000 NOTE: FILTER FABRIC FENCES SHALL POSTS, STEEL BE INSTALLED ALONG CONTOUR FENCE POSTS, WHENEVER POSSIBLE REBAR, OR EQUIVALENT SILT FENCE FILTER FABRIC 2"o2" BY 14 Go. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED MINIMUM 4'74' TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5' WASHED GRAVEL 2"o4" WOOD POSTS. STEEL FENCE POSTS, REBAR, OR EQUIVALENT ANCHOR POSTS MUST BE INSTALLED TO A DEPTH OF NOT LESS THAN 1/3 OF THE TOTAL HEIGHT OF. POST USE 8" WIRE "U" TO SECURE FENCE BOTTOM 8'-0' MAX SPACING NTS ANCHOR POSTS SHOULD T -BAR FENCE POSTS ORANGE MESH PLASTIC FENCING 0 NOTE: ORANGE CONSTRUCTION FENCE SHALL INCLUDE PROMINENT SIGNAGE DESIGNATING THE FENCE AS THE BOUNDARY FOR THE VEGETATED BUFFER. SIGNAGE TO BE AT INTERVALS OF NO MORE THAN 100 FEET ALONG THE VEGETATED BUFFER. TEMPORARY ORANGE CONSTRUCTION FENCE O NTS 000'� CONTRACTOR TO TRIM EDGES TO PREVENT TRIPPING. OVERFLOW FLAPS FILTER FABRIC BAC (SEDIMENT TRAP) MIRAFI 1000 OR EQUAL (MATERIAL) NOTES: 1. WHERE CATCH BASIN IS LOCATED IN PAVED AREA USE OF SILT - BAG IS ACCEPTABLE 2. INLET PROTECTION TYPE. TO BE SELECTED BY CONTRACTOR BASED ON SITE CONDITIONS. TEMPORARY INLET PROTECTION NTS GEOTEX1 LE 4"-8" QUARRY SPALLS 12' MIN. THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA O CONSTRUCTION ENTRANCE NOTES: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCE, WHEEL WASH, OR BY OTHER MEANS AND METHODS TO AVOID SOIL FROM BEING TRACKED TO PUBLIC R.O.W. 2. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -O -W 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 PAD 3. MATERIAL SHALL BE 4' TO 6' QUARRY SPALLS AND MAY BE TOP -DRESSED WITH 1" TO 3" ROCK. (STANDARD SPECIFICATIONS). THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. 5. ADDITIONAL ROCK SHALL •BE ADDED PERIODICALLY TO MAINTAIN PROPER. FUNCTION OF THE PAD. 6. IF THE PAD DOES NOT ADEQUATELY. REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALLBE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE.. CONSTRUCTION ENTRANCE NTS BACKFILL AND COMPACT SOIL FLOW WOOD STAKE - 12'X2' SPACED 10' O.C. ''1,04,,,,1,14 w4=4100,,,,, 4=4100 sLinCww!%-, % f%/�\TRENT STRAW WATTLES NTS CD GENERAL EROSION CONTROL NOTES (NAVIX) 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS AN SHEET 5 EET ARE BASED UPON THE • SURVEY PREPARED BY DUBLEA de ASSOCIATES, DATED JUNE 8, PRIO. THE CONTRACTOR ISRESPONSIBLE FOR VERIFYINGFIELD CONDITIONSPRIOR BIDDING NG THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTON OF THE SITEWORKWHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY ASSHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN ITEXPENSE, A TOPOGRAPHICFORRSURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR • ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS GF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE. MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTIUTY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL STATE, AND FEDERAL STANDARDS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING : SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 5. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 6, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 7. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION. DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 8. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 9. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS. PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 10. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. • 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 12. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 13. THIS APPROVED "TEMPORARY EROSION AND' SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 14, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 15. MAXIMUM SLOPES SHALL BE 3:1 HORIZ: VERT FOR FILL SLOPES, AND 3:1 HORIZ:VERT FOR CUT SLOPES, WITH THE EXCEPTION OF RIGHT-OF-WAY. 2:1 IS THE MAXIMUM ALLOWED SLOPE FOR WORK WITHIN THE RIGHT-OF-WAY. 16. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 1' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. 17. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED. OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 18. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTON SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 19. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 20. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 21. PH SAMPLING MAY BE REQUIRED IF PROJECT INCLUDES MORE THAN 40 CUBIC YARDS OF POURED OR RECYCLED CONCRETE. 22. IF SAMPLING REVEALS HIGH PH LEVELS, CONTRACTOR SHALL IMPLEMENT BMP ' C252 TO NEUTRALIZE THE PH LEVELS. DEMOLITION NOTES (NAVIX) DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. TH N THE TEACTOREA REMOVE LL E M OVE OR RELOCATE ALLXI ON-SITE EXISTING TIN C O N- STE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A'DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY DURYEA .9 ASSOCIATES, DATED JUNE 8,2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSE° SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION- OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE,. A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. 4. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 5. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA. INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 6. CONTRACTOR SHALL NOTIFY THE KING COUNTY METRO CONSTRUCTION INFORMATION CENTER (CIC) AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH CIC AS NEEDED DURING CONSTRUCTION. CIC PHONE: 206.684.2732, EMAIL: CONSTRUCTON.CDDRDISMETROKC.GOV. - SEQUENCE OF CONSTRUCTION HOLD A PRE -CONSTRUCTION MEETING WITH CITY AND OBTAIN REMAINING REQUIRED PERMITS FOR ALL WORK WITHIN PUBLIC RIGHT OF WAY AND ON-SITE. 2. ALL NECESSARY CONSTRUCTION SIGNAGE MUST BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. ESTABLISH LIMITS OF DISTURBANCE AND INSTALL ORANGE CONSTRUCTION FENCE AROUND PROJECT AREA. 4. INSTALL TREE PROTECTION MEASURES. 5. INSTALL SILT FENCE AS SHOWN ON THE PLANS. 6. INSTALL INLET PROTECTION ON ALL EXISTING STORM DRAINAGE STRUCTURES TO REMAIN. 7. SAWCUT AND REMOVE ASPHALT TO INSTALL UTILITIES, REMOVE ALL EXISTING FEATURES PER DEMOLITION PLAN. CLEAR, GRUB, AND STRIP THE SITE AS NECESSARY. 8. TEMPORARILY STABILIZE DENUDED AREAS. 9. INSTALL UTIUTES. 10. START CONSTRUCTION OF BUILDING PADS AND FOUNDATIONS UPON BUILDING PERMIT APPROVAL 11. COMPLETE ROUGH GRADING ACTIVITIES. 12. FINISH PAVING THE SITE. 13. INCORPORATE SPECIFIED SOIL AMENDMENT MEASURES. - 14. REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL AFTER INSPECTOR HAS DETERMINED THE SITE IS COMPLETELY STABILIZED, WITH PERMANENT STABILIZATION AND/OR LANDSCAPING. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPUCABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR - DETERIORATION. -2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. EROSION EELS OR STRAW WATTLES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM BOTH WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE EEL OR WATTLE. 4. CATCH BASIN INLETS SHALL BE CLEANED OR REPLACED PER THE MANUFACTURER'S RECOMMENDED SCHEDULE. 5. SINCE THE SITE IS COMPLETELY PAVED, A CONSTRUCTION EXIT IS NOT NECESSARY. THE CONTRACTOR IS TO ENSURE THAT THERE IS NO TRACKING OR FLOW OF MUD OR DIRT ON TO PUBLIC RIGHTS-OF-WAY FROM THE SITE. IF TRACKOUT BECOMES AN ISSUE. MEASURES SUCH AS A WHEEL WASH, SHAKER PLATES, RUMBLE STRIP, OR OTHER APPROVED MEASURES MAY BE NECESSARY. TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. 6: THE CONTRACTOR STAGING 'AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). SEEDING/STABILIZATION NOTE. TEMPORARY SEEDING MAY BE USED THROUGHOUT THE PROJECT ON DISTURBED AREAS THAT HAVE REACHED FINAL GRAOE OR THAT WILL REMAIN UNWORKED FOR MORE THAN 30 DAYS. PERMANENT LANDSCAPING - ALL AREAS AT FINAL GRADE WITHIN THE AREAS SHOWN ON THE LANDSCAPE PLANS, MUST BE PERMANENTLY STABILIZED PER THE LANDSCAPE PLANS. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 26 2017 PERMIT CENTER 5052&X01 JWT JKG9NG JWT TESC AND DEMO DETALS D-1.1 r 08, 2017 — 10:22am ElAWnshingtce VukwilaVockson Main *spites Credit UnianVDrowings\RI,IA_110S.dwg 40 REDUCED WATERCOURSE BUFFER EXISTING STREAM IN PIPE TO REMAIN s 1 1 s s NW • • 1.01.10.• •••••• 1 MOT PPir -F-T 0 IT= DL9.tvto ItT APPROVAL REQUIRED SEPARATE 4 LEGEND — — 0 10 20 AO . F. 1 9404 .20 FEET 'AV -VI -INN -1%1f fr'CFPFPPPFPFFFF-FF.T,T7-FC;Pl KEY NOTES: PROPERTY UNE SAWCUT UNE PROPOSED CURB PROPOSED BUILDING PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED CONCRETE PAVEMENT PROPOSED LANDSCAPE AREA PROPOSED CRUSHED ROCK PROPOSED PERVIOUS PAVER O ASPHALT PAVEMENT O CONCRETE PAVEMENT O CONCRETE SIDEWALK O CONCRETE CURB AND GUTTER 0 TRAFFIC BARRIER CURB O ONE WAY 13WIDE DRIVEWAY, EXIT ONLY 00-03 C-1.1 0 PARALLEL ADA RAMP WITH DETECTABLE WARNING PATTERN O FIRE LANE STRIPING (TYP.) 0' TRAFFIC ARROWS (TYP.) • e WIDE, SOUD WHITE PAINTED STRIPE (TYP.) O PERVIOUS PAVER PATH (SEE LANDSCAPE PLAN FOR DETAILS) 0 24W14TRs7DnNEGouPZVE. PENT, MATCH, AND JOIN WITH AR -4000 0 STAIRS O GARDEN PLAZA (SEE LANDSCAPE PLAN FOR DETAILS) O 4" WIDE YELLOW STRIPING AT 45 -DEGREES AT Ile 0.C. O t*XEREgTRpINC AT 45 -DEGREES AT 1r 0.C. MATCH xLNGs,ANd O e WIDE WHITE STRIPING AT 45 -DEGREES AT ir 0.C. O CRUSHED ROCK SURFACE (TYP. SEE LANDSCAPE PLAN FOR DETAILS) 0 COURTYARD AREA (SEE LANDSCAPE PLAN FOR DETAILS) O 30 WOE DRIVEWAY, REPLACE IN KIND • RECEIVED CITY OF TUKWILA JUN 26 2011 PERMIT CENTER 11 JACKSON I MAIN ARCHITECTURE DTI FIRST AVENUE SOUTH SEATTLE. WA 981. 1206.220A1B00 WWW.JACKSONIAAIN.COM IkJNAVIX EDE I CIVIL z 0 z z 0 LL; cc E 0 cs) < D Ce 0 ti • u_ Z 0 PROJECT NO PROJECT MGR.: DRAWN WE CHECKED BY: 940/200 SOS28001 Jvrt JKG/SNG JWT SITE IMPROVEMENT PLAN C-1.0 ....8011,14.1.1.1.11.501.11...5 0201$ 08, 2017 — 10:22om B: \Washington\Takeda\Jackson Main\Inspires Credit Uni s0p4mi CONCRE/C. OR woman HAW HP WHAM., PATCH CUT MOP 4400.6211C PAVC24.1 LUMP cuT E04TINO CCMCHCTE PAVEMCM 43' POWS CSD CATVHSO ROC. UMW Ire wry OCISMCWO TYPICAL PATCH FOR RIGID PAVENENT CRIAMMOACCHIMMS am se 044.A.0 alffettWrargieda TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: 1. AU. WORK TO CONFORM TO THE CURRENT WSOOTJAPWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE 15 REQUIRED ON ALL PAVEMENT. PATCHING ANO OVERLAYS, 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY 8E REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. SOT TOELALE City of Tukwila PAVEMENT RESTORATION SMELT. RS -03 RELf$OS OP 08.03 B. SHELTON NOTES: 1. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE. TOPOGRAPHY, DRIVEWAY GRADES, RIGHT OF WAY, ETC. 2. DRIVEWAYS WITH HIGH VOLUME (AS NOTED 8Y CITY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE ACCESS. 3. TURNING RESTRICTIONS MAY BE APPLIED BY THE CITY ENGINEER. 4. CONCRETE SHALL 8E CLASS 4000. 5. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT FOR INSPECTION. 6. ALL DRIVEWAY APRONS SHALL BEA MINIMUM OF 6' 781010. 7. WHERE DRIVEWAY WIDTHS EXCEED 15', A 318' X S-1/2' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAANSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITU OF TUKWILA. 9. AN ASPHALT APRON MAYBE USED IN AREASWHERE NO CURB EXISTS. 10. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL 8E TO THE NEXT EXPANSION JOINT: SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH AN EXPANSION JOINT. Ho TO SCALE City of Tukwila COMMERCIAL DRIVEWAY RS -09 LEVI swx.S .08.03 I. LAST RENS APPROVAL: BOB GIBERSON. CITY ENGINEER FIRE TRUCK TURNAROUND wir AM" 11111 INEASTAlE 6 BLLaw AREA W1® FIRE LANE (TIT.) 5210 MOLE 8 DESIGNATED FIRE LANE SIDEWALK WIDTHS MINOR GUnER LssF OEM. ftMcs I ImMiCAM wNEJMN POIMMT si.P2444 MA i . A TUKWILA ARTERIAL' c, ... URBAN CENTER (SEE NOTE 1) 1 6' 6' -I I I I II EEET E 1 EEEEEE i. . 0.024 44 yt. Et Iro 1I ri n MP MIT MIA R.r 2,xr \ Jy1 INLET DETAIL CM 4 1 RPBAR wI 1. wnr C Y- - ..PJJII f w FRAME ANDUND 6 % / FRAME AND GRATE a 111111111 FA Jrs • II ilIl POURER IN PLAcv MLA/ ConeRELL wT. 8A61N MET SECTION AA 1. REFER TO DS -06 FOR CATCH BASIN MARKING. NOT roSCALE /'� City Of Tukwila • CURB AND GUTTER C3ATCN BASINSURROUND enEET; DS -15 WME,: r APPROVAL. B. 6NELTON. NOTES: 1. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE. TOPOGRAPHY, DRIVEWAY GRADES, RIGHT OF WAY, ETC. 2. DRIVEWAYS WITH HIGH VOLUME (AS NOTED 8Y CITY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE ACCESS. 3. TURNING RESTRICTIONS MAY BE APPLIED BY THE CITY ENGINEER. 4. CONCRETE SHALL 8E CLASS 4000. 5. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT FOR INSPECTION. 6. ALL DRIVEWAY APRONS SHALL BEA MINIMUM OF 6' 781010. 7. WHERE DRIVEWAY WIDTHS EXCEED 15', A 318' X S-1/2' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAANSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITU OF TUKWILA. 9. AN ASPHALT APRON MAYBE USED IN AREASWHERE NO CURB EXISTS. 10. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL 8E TO THE NEXT EXPANSION JOINT: SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH AN EXPANSION JOINT. Ho TO SCALE City of Tukwila COMMERCIAL DRIVEWAY RS -09 LEVI swx.S .08.03 I. LAST RENS APPROVAL: BOB GIBERSON. CITY ENGINEER FIRE TRUCK TURNAROUND wir AM" 11111 INEASTAlE 6 BLLaw AREA W1® FIRE LANE (TIT.) 5210 MOLE 8 DESIGNATED FIRE LANE SIDEWALK WIDTHS MINOR PRINICIPAL TUKWILA ARTERIAL' ARTERIAL' URBAN CENTER (SEE NOTE 1) 5' 6' 6' FSPAHSICNAV� CURS A COTTER NOTES: sWX T w+.v `Es4ro+u CRUSLILDISYM 4.10 SECTION A -A u•xwsu 800E 12401/2 PLAN VIEW 1' V@ExSr DEEP v,nPXXNTS `72”,7 iR.uIMON icwT ELEVATION 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS STOPS AND PULLOUTS, OR WHERE THE SPEED LIMIT 1S OVER 35 MPH, OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. 2. PLACE CEMENT CONCRETE OVER Y OF 5/r MINUS CRUSHED ROCK ORAS SPECIFIED W THE CURRENT APWANVSDOT 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 9.48.090 MOT TO SALE City of Tukwila SIDEWALK SMELT.: 145-11, REVxvbK.v 08.03 1 LAST REvewm 04.08 APPROVAL. BOB GIBERSON, CITY ENGINEER FHR:r OP ba -to pegviir NTS I I I RECEIVED CITY OF TUKWILA JUN 2620U PERMIT CENTER NOTES (won) 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND 0.5.4.A STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EX151195 CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY DURYEA ASSOCIATES, DATED JUNE 8, 2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELO CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR RENEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR I5 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 15 BASED ON RECORDS OF' THE VARIOUS U111101E5, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFO8840I0N IS NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WTH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF OUTDOOR UTILITY YARD, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. DIMENSIONS SHOWN REFER TO FACE OF CURB, EDGE OF PAVEMENT, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 6. ALL PAVE0 PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD OR LIGHT DUTY PAVEMENT UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE.A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. TEMPORARY TRAFFIC CONTROL REQUIRED WITHIN THE MICROSOFT PROPERTY SHALL BE PROVIDED TO MICROSOFT OPERATIONS MANAGER PRIOR TO ANY WORK. 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS k BENCHMARK INFORMATION. 9. ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COAT. (CONTRACTOR TO REFER TO PROJECT. SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) 10. PARKING LOT STRIPING SHALL BE WHITE, 49 NIDE, UNLESS OTHER55E NOTED. 11. EXISTING STRUCTURES WITHIN CONSTRUCTION UMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY OR AS SHOWN ON DEMOLITION PLANS. ALL COST SHALL BE INCLUDED IN BASE BIO. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED T0, • ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN. ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS ANO SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 13. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED. MULCH AND WATER UNTIL A HEALTHY STAND. OF:GRA55 15 ESTABLISHED. (SEE LANDSCAPE PLANS) • 14. CURB RA011 ADJACENT. TO PARKING STALLS SHALL BE 3'. ALL OTHER CURB RADII SHALL BE 10', UNLESS OTHERWISE NOTED. 15. ALL INTERNAL DRIVES, INCLUDING THE GRAVEL DRIVE CONNECTION SHALL BE CONSTRUCTED TO ACCOMMODATE 75,000 LB5, C.V.W. ALL PAVED SURFACES SHALL BE MAINTAINED 365 DAYS A YEAR. 16. SEE STRUCTURAL PLANS FORPADDETAILS. SEPARATE 4 PERMIT AND APPROVAL REQUIRED 111 JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH WA 98161 1 208.3221.41900 NAVIX 6ITE 940/52'7 PROJECT NO PROJECT MGR.: DRAWN BY: CHECIQD BY: 60648001 JWT 16G/ENG J. SITE IMPROVEMENT DETAILS C-1.1 P IP • E 4 B:\Washington\Tukwla\Jockson Main\Inspires Cruet Union\2Drawings\TUJM_t TP.53.43 u.E.) 44. 6.444mm.T. (9.8.)] u.E.) 78.660.6 (ICE.) __... 5-65.6) (9.E.) 5-66.59 (WE.) (9. (M.E.) (267.2) (N.E) TP.68.62 (LLE.) 5.59.05 (M.f.) (2.6 (w.E.).) 17.61.00 (9.E.) 0. (WE.) . TP -60.52 (M.E.) (M.E.) 6 N.E.) - 3.17 (9.6) 5.659.65 CATE.) (M.EJ 5 -Se fiB� (M.E.J 1P-58.52 EXISTING CATCH BASIN RIM = 58.45 12" IE - 54.18 (N, 5) NEW 6" IE - 55.95 (W) TP -56.86 (u.E) I/ I 1P.659_.1Jr j GARDEN (M.E.) P5 PLAZA \ 5-56.50 (9.6.) INTERSTATE 5 20r -LF 6" CPEP O 1.005. 40' REDUCED WATERCOURSE BUFFER --7 TP.59.45 N.6.) T6459.27 (ILE.) 60.19 (WE.) .90.88 (9 (9.E.) Tp -81.56 (NE) SDCO RIM = 59.36 IE - 56.15 9 a /SEE DETAIL 2 ON SHEET C-2.1 FOR DETAILS TP -59.46 (16E.) 5.59.56 (9.E) 54 LF 6" CPEP O 1.005 SDCO RIM = 59.32 E = 56.69 8 LF 6" CPEP 0 1.005 TRENCH DRAIN. SEE MEP PLANS OR CONNECTION AND CONTIN ATION PROPOSED BUILDING AREA CONNECT_TO BUILDING • ROOF DRAINAGE SYSTEM IE - APPROX. 56.77 AREA DRAIN. SEE MEP PLANS FOR CONNECTION AND CONTINUATION. L_ - 5.69.61/ I (u.E) EXISTING STREAM IN PIPE TO REMAIN. SEE NOTE 1 5-10.30 1�- 0.29 5-69.16yy'') (9.24) 9. (E.)w. THROUGH-CURB DRAINAGE CHANNEL (9.669.13 (KO 5.669.)3 (WE.) 69.99 (M.E) • 5.669.92 TP -89.99 2.65 (9.24) 1647 (9.E) �.)' 268 (LLE) 5-)256 (M.EJ 5-72.38' 5-)2.14 SIDEWALK REPLACEMENT, SEE NOTE 2 - 1 3 (8.24) 5_72.9 52ND AVENUE S 0 10 20 SCOL 11601 .20 FEET LEGEND STORM DRAIN PIPE • STORM DRAIN CLEANOU BASIN, TYPE 1 TP TOP OF PAVEMENT NaP LP LOW POINT TC TOP OF CURB BC BOTTOM OF CURB TS TOP OF STAIR BS BOTTOM OF STAIR MATCH EX151I90 NOTES 1. CONTRACTOR SHALL VIDEO INSPECT THE EXISTING PIPE TO VERIFY THE PIPE 15 STRUCTURALLY SOUND AND NO VOIDS EXIST. SUBMIT THE VE/E0 TO THE ENGINEER AND PUBLIC WORKS FOR EVALUATION AND APPROVAL. 2. CONTRACTOR TO VERIFY EXTENT OF SIDEWALK REPLACEMENT WITH CITY SITE INSPECTOR BASED ON FIELD CONDITIONS. NOT pf)."1 DEME PERM�T SEPARATE PERMITAND APPROVAL REQUIRED. RECEIVED CITY OF TUKW LA JUN 2 6 2017 PERMIT CENTER 1/ JACKSON 1 MAIN ARCHITECTURE 911 FIRST AVENUE SOUTH SEATTLE, WA 98104 3]4.4800 W W W.JAGKSONAWN.COM NAVIX STYE I C:VL 0 J CO CO co DLI GO 2UU Co72 2?r og N O in I-- 5/57/051 PROJECT NO 50528001 PROJECT MGR.: NT DRAWN 69: JKGSNG 082401007: JWF GRADING AND DRAINAGE PLAN C-2.0 ain\Inspires Credit Union \2Drawings\IUJM_120C.dwg GRADING NOTES (NAVIX) 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 34:10 OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH LOCAL SPECIFICATIONS. . 4. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH CRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. (SEE LANDSCAPE PLANS) 5. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE GEOTECHNICAL REPORT AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 7. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 9. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 10. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 11. ALL LANDSCAPE AREAS SHALL BE GRADED TO ONE AND ONE HALF INCH (1.5") BELOW THE SIDEWALK FINISH GRADE AND TO THE TOP OF CURB. SEE GRADING PLAN FOR ELEVATIONS. 12. CONTRACTOR SHALL ADJUST TOP OF MANHOLES AND GRATES TO FINISH GRADE AS REQUIRED. 13. FINISH GRADE PLANS REFLECT POSITIVE DRAINAGE TO CATCH BASINS. CURB CUTS, RAIN STRAINER TYPE MANHOLE LIDS, AREA DRAINS OR OTHER TYPES OF STORM WATER RECEIVING STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE IN PARKING LOTS, HARDSCAPE AREAS, AND LANDSCAPING. NOTIFY ENGINEER OF ANY DISCREPANCIES. 14. ADA CROSSWALKS SHALL BE 2% MAX CROSS SLOPE AND COMPLY WITH ALL ADA STANDARDS. CONTRACTOR TO NOTIFY ENGINEER IF FIELD CONDITIONS VARY. IF AS BUILT CONDITIONS ARE NOT COMPLIANT, REMOVE AND REPLACE NON-COMPLIANT AREAS AT CONTRACTOR'S EXPENSE. 15. ADA PARKING STALLS SHALL BE 2% MAX SLOPE IN ANY DIRECTION AND COMPLY WITH ALL ADA STANDARDS. CONTRACTOR TO NOTIFY ENGINEER IF FIELD CONDITIONS VARY. IF AS BUILT CONDITIONS ARE NOT COMPLIANT, REMOVE AND REPLACE NON-COMPUANT AREAS AT CONTRACTOR'S EXPENSE. 16. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 17. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN. STORM DRAINAGE NOTES (NAVI() 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 3. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 4. STORM DRAINAGE PIPE WITH LESS THAN 2'-0' COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL, TO SUSTAIN H-20 LOADING. 5. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH-WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 6. STORM DRAINAGE PIPE SLOPES SHALL BE NOT BE LESS THAN 0.5%. 7. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 8. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 9. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6' ABOVE FINISH GRADE. LIDS SHALL BE LABELED 'STORM" OR 'DRAIN'. 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. 13. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. 14. RIM FOR CURB INLETS REFERS TO THE ACCESS LID. SEE CIVIL FINISHED GRADING PLANS FOR CURB INLET ELEVATIONS AT THE GUTTER LINE. EARTHWORKS (NAVIX) 1. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MAKING ALL EXCAVATIONS IN A SAFE MANNER. PROVIDE APPROPRIATE MEASURES TO RETAIN EXCAVATION SIDESLOPES AND PREVENT ROCK FALLS. TO ENSURE THAT PERSONS WORKING IN OR NEAR THE EXCAVATION ARE PROTECTED. 2. NAVIX HAS NOT DESIGNED OR REVIEWED, IS NOT RESPONSIBLE FOR. AND DOES NOT CERTIFY ANY ASPECT OF ANY EXCAVATION SHORING SYSTEMS AND/OR SAFETY SYSTEMS FOR ANY EXCAVATION WHICH MAY BE DESCRIBED. SHOWN. OR DEPICTED, DIRECTLY OR INDIRECTLY, ON THESE DRAWINGS. 3. ELEVATION SLOPES SHOWN AT TOP OF OPEN CUT LOCATIONS ARE APPROXIMATE. 4. SEE STRUCTURAL DRAWINGS FOR LOCATION AND ELEVATION OF FOOTINGS AND LIMITS OF SLABS. 1/8" RAISE 1/2" WOE BORDER 3/4" SQUARES SPACED - 3/4' AS INDICATED - HT. 1/B' CAST IRON RING & COVER 4' GRADE 1 1/2" GLASS "0' ASPHALTS 12" 0 FIBRE JOINT PACKING PVC PIPE CLASS "B" CEMENT CONC. COLLAR 45' (1/o") BEND CEMENT CONC. BEDDING PLUG TO BE SEALED IN SAME MANNER AS MAIN JOINTS CEMENT CONC. BEDDING STORM DRAINAGE CLEANOUT NTS 1.0340411. PRECAST ps�su BASE Tor -Hr N 1 NOTES: • 1. MAXIMA,'DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'17. 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTA1 C FTS ATSHTO M 1E91)8 ASTM C 80C UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS S. RERAN WELDED WIPE FABRIC HAVING A MINIMUM AREA OF C.12 SQUARE INCHES PER FOOT BAY BE USED. 'WELDED WIRE FABRIC SHALL COMPLY TOASTM A 497 (A SHTO M 2211. DO NOT PLACE WOE FABRIC IN THE KNOCKOUTS. . THE BOTTOM OF THE PRECAST BSE SECI ION IMT SE ROUNDED. Thc81 S B ES SHALL BE FURNLSHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2 -MINIMUM S. IINUCKOU IS MAY UE ON AU.4 SIDES WITH MAXIMUM DMMETER OF 20, KNOCKOUTS MAY BE EITHER ROUND OR SHAPE. PIPE TO BE INSTALLED Bi FACTORY SUPPLIED KNOCKOUTS. S. KNOCKOUT OF CUTOUT HOLE ODE SHALL BE EQUAL TO PI,E OLDER DIANE I ER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER CN THE SIDES OF THE PRECASTIUSSE SECTIOR AND RISER ION N SHALL NUIEXCLEO VT PER FOU.. 6. CATCH BASIN FRAME AND CRATE SHALL BE IN ACCORDANCE'VATH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATIONND. MATO N SURFACES SHALLLL ME SE FINISHED TO ASSURE NON-ROEXING FIT. 9. T WUAE AND GRATE MAY BE INSIALLED WITH.F_LANGE DOWN DR CAST INTO RISER. 10. VANED GRATE, REFER TO DS -08. 11. REFER TO OSLB FOR CATCH BASIN MARKINGS. m,mx..Le City of Tukwila CATCH BASIN TYPE I D&01 0E03 w NI.w.• B.6HELTON 0 10+00 75 70 65 BUILDING SLAB ELEVATION = 59.63 SEE DETAIL 3 ON THIS SHEET FOR DRIVEWAY PLAN AND PROFILE TP=59.94 TP=59.69 TP=59.94 TP=59.69 TP=59.59 TP=59.59 RIM= 59. 53 TP=59.56 (M.E.) TC=63.64 BC=83.14 '13:1 CATCH �I .SLOPE _� -III __ - I� ''. II =N -2 -' I� . BL=fi3.B5 I 2.64 - .� ifb • ::1111111r:141._®IBJ' BS=60.21 TS=62.54 1 I 1 1 1 BS -62.54 2:1 CATCH SLOPE 1 TP=63.24 (M.E.) TC=63.14 BC -62.64 (M.E.) TP=62.97 (M.E.) TP=63.68 (M.E.) TC=64.51 BC=64.05 (M.E.) TP -64.71 (M.E.) TP=64.79 (M.E.) TP=65.06 (M.E.) TS=64.97 BS=62.64 DRIVEWAY GRADING 4-cz GRADING SPOT KEY TP TOP OF PAVEMENT LP LOW POINT TC TOP OF CURB BC BOTTOM OF CURB TS TOP OF STAIR BS BOTTOM OF STAIR (M.E.) MATCH EXISTING SCALE: 1"=10' DRIVEWAY EX CENTER INE PIAN SCALE: 1'=10' 10+42.09 59.63 .03 5.40 PVI STA >• 10+68.41 PN ELEV = 63.58 K 1.04 LAC =17.72 • FACE OF . BUILDING PROPOSED ' DRIVEWAY 55 ELEVATION AT FACE OF BUILDING 59.94 `EXISTING GRADE NOT FA -FT 75 CD Demo PERM �Y • 60 10+00 Station DRIVEWAY EXIT CFNTFRLINE PROFIT F SCALE: HORIZONTAL: 1"=20' VERTICAL: DRIVEWAY PLAN AND PROFILE 55 11+00 NTS RECEIVED CITY OF 1 U WILA JUN 26 2017 PERMIT CENTER SEPARATE PERMIT AND � APPROVAL REQUIRED ,I JACKSON IMAIN ARCHITECTURE 311FIRSTAVENUE SOUTH SEATTLE. WA 99104 WMVV.JACKSON eMNN.COM NAVIX SITEY�CIVIL z O z n ci I- > I- m 0 0 cc co Ce a Z Co U) < xa F � V pg II LEn O Z O InH PROJECT NO SOS280D1 PROJECT MGR.: JOT DRAWN BY: JNOIBNG CHECKED BY: JUT GRADING AND DRAINAGE PLAN C-2.1 I WIN Joanna Spencer From: Sent: To: Subject: Good Afternoon, Dylan Bailey <dylanbailey@waterdistrict125.com> Thursday, July 06, 2017 3:41 PM Cory Brown Demolition at 5290 Southcenter Blvd Thank you for letting the water district know of your upcoming demolition at 5290 Southcenter Blvd. We do not require a water line cap permit, but we will put out a work order to remove the water meter. This accounts water line has been off and locked since 2005. Please let me know if you have any questions. Thank you, Dylan Bailey I Superintendent 3460 S 1481h St, Suite 110 l Tukwila, WA 98168 T (206) 242 9547.1 F (206) 248 1744 I C (206) 396 9411 dylanbailey@waterdistrict125.com I www.waterdistrict125.com Di1Oi15 �ERMIT COORD COPY.:0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0175 DATE: 06/26/17 PROJECT NAME: INSPIRUS CREDIT UNION - DEMOLITION SITE ADDRESS: 5290 SOUTHCENTER BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: M c4 11 Building Division CJS ,�t�J C. Public Works ST P -1-1017 Fire Prevention ir Planning Division Structural Permit Coordinator ill PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/27/17 Structural Review Required REVIEWER'S INITIALS: DATE: CI APPROVALS OR CORRECTIONS: DUE DATE: 07/25/17 Approved Corrections Required 111 111 (corrections entered in Reviews) p�— Notation: £41k Approved with Conditions Denied (ie: Zoning Issues) rz� REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/I8/2013 PCL CONSTRUCTION SRVC INN Home Espanol Contact a Search L81 A -Z Index lie p Page 1 of 3 My LSI Safety & Health Claims & Insurance Workplace Rights Trades & Licensing 0 Washington State Department of Labor & Industries PCL CONSTRUCTION SRVC INC Owner or tradesperson Principals BROWN, DERON LYLE, PRESIDENT KAIN, DALE ROBERT, VICE PRESIDENT MELNYK, WAYNE W, VICE PRESIDENT WESTPHAL, JEFFREY DEANE, VICE PRESIDENT DOIG, THOMAS R, VICE PRESIDENT YOUNT, DAVID MYRON, VICE PRESIDENT WHERLAND, HEIDI JO, SECRETARY YOURECHUK, GREGORY A, SECRETARY HANNAWAY, GENA MARLENE, TREASURER TROPPMANN, ALFRED E, PRESIDENT (End: 06/01/2015) AUCH, FREDERICK G, VICE PRESIDENT (End: 06/01/2015) CLINTON, SHARON K, VICE PRESIDENT (End: 06/15/2011) HORNLAND, GARTH H, SECRETARY (End: 06/15/2011) RUSSELL, GORDON D, SECRETARY (End: 06/15/2011) PUTNAM, JOHN 0, TREASURER (End: 06/15/2011) Doing business as PCL CONSTRUCTION SRVC INC WA UBI No. 601 332 812 3650 131ST AVE SE STE 650 BELLEVUE, WA 98006 425-454-8020 KING County Business type Corporation Governing persons AL TROPPMANN GARTH HORNLAND; GENA HANNAWAY; MELVIN ROSS MONCRIEFF; PETER EUGENE BEAUPRE; SHAUN YANCEY; WAYNE MELNYK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601332812&LIC=PCLCOSI099NW&SAW= 7/13/2017 PCL CONSTRUCTION SRVC IN - GENERAL License no. PCLCOSI099NW Effective — expiration 08/16/1991— 06/04/2019 Bond FIDELITY & DEPOSIT CO OF MD Bond account no. 6304147 $12,000.00 Received by L&I Effective date 06/04/2002 06/01/2002 Expiration date Until Canceled Insurance Zurich American Ins Co Policy no. GL0209077319 $5,000,000.00 Received by L&I Effective date 06/30/2017 07/0112015 Expiration date 07/01/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 802,199-01 Doing business as PCL CONSTRUCTION SERVICES INC Estimated workers reported Quarter 1 of Year 2017 "Greater than 100 Workers" L&I account contact TO / KARLA BOWMAN (360)902-5535 - Email: BOWK235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 10/14/2015 Inspection no. 317937995 Location 2015 2nd Ave Seattle, WA 98121 No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601332812&LIC=PCLCOSI099NW&SAW= 7/13/2017