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Home My WebLink AboutPermit D18-0259 - KING COUNTY METRO - ELECTRICAL ROOM AND SPRINKLER SYSTEM IN PARKING GARAGEKING COUNTY METRO - GARAGE 12400 E MARGINAL WAY S Apn: 7340600480 FINALED 06/24/2021 D18-0259 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 DEVELOPMENT PERMIT 7340600480 12400 E MARGINAL WAY S Project Name: KING COUNTY METRO - GARAGE Permit Number: Issue Date: Permit Expires On: D18-0259 7/25/2019 1/21/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BANK OF CHINA NEW YORK 1045 AVE OF THE AMERICAS , NEW YORK, WA, 10018 JENNIFER LEE Phone: (206) 263-8272 201 S JACKSON ST M/S KSC-TR-0431, SEATTLE, WA, 98104 PROSPECT CONSTRUCTION INC Phone: (253) 446-1600 116 23RD ST SE , PUYALLUP, WA, 98372 PROSPCI022CD Expiration Date: 2/4/2020 KING COUNTY METRO TRANSIT 201 S JACKSON MAILSTOP KSC-TR- 0433 , SEATTLE, WA, 98104 DESCRIPTION OF WORK: CONSTRUCT NEW ELECTRICAL ROOM INSIDE EXISTING PARKING GARAGE GROUND FLOOR LEVEL. EXISTING GARAGE IS 3 LEVELS WITH A TOTAL FLOOR AREA OF 201,892 SQ FT (67,297.5 SQ FT PER FLOOR). CONSTRUCTION TYPE II -B SPRINKLERED, OCCUPANCY GROUP S-4, OPEN PARKING GARAGE (FORMERLY B-2 OFFICE), FIRE PROTECTION FULLY SPRINKLERED. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, AND ON-SITE PAVING & RESTORATION. Project Valuation: $750,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $12,966.16 Occupancy per IBC: S-2 Water District: 125 Sewer District: VALLEY VIEW,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: 2017 2017 2017 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: Permit Center Authorized Signatur Volumes: Cut: 200 Fill: 200 Number: 0 amiaa Date: 7- 25""f T 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: Print Name: (/1 4 Date: 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: Applicant will need to submit application and receive approval for an Unclassified Use Permit (UUP) for the establishment of a Mass Transit Facility in the MIC/L district. Occupation of existing parking garage may not take place until approval of UUP is provided. 2: ***SPRINKLER SYSTEM*** - IFC Chapter 9 - NFPA 13 and 25 3: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2436) 4: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 5: ***FIRE ALARM SYSTEMS*** - City Ordinance #1900 - NFPA 72 6: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2437. 7: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. (NFPA 72-17.5.3.1) 8: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 9: FIRE LANE - NO PARKING areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re-signing or repainting per City Ordinance #2435 and International Fire Code Chapter 5, Section 503.3 as amended. Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2435) 10: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 11: These plans were reviewed by FM 51, call 206-575 -4407 if you have any questions or to schedule a fire marshal inspection. 12: ***PUBLIC WORKS PERMIT CONDITIONS*** 13: Schedule and attend a Preconstruction Meeting with the Public Works Department (Scott Moore, Public Works Senior Inspector and ( , Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 14: 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. 15: 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. 16: 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. 17: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 18: Any material spilled onto any street shall be cleaned up immediately. 19: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 20: 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. 21: The Land Altering Permit Fee is based upon an estimated 200 cubic yards of cut and 200 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 22: From October 1 through April 30, cover any slopes and stockpiles that are 311:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 23: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 24: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground (or) Owner/Applicant to sign an Underground Waiver. 25: ***BUILDING PERMIT CONDITIONS*** 26: 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. 27: 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. 28: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 29: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 30: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 31: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 32: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 33: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 34: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 35: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 36: 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. 37: 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). 38: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 39: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 40: 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. 41: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING c 0 0409 FRAMING 5040 LAND ALTERING 5230 PAVING AND RESTORE 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 0401 ROOF SHEATHING 0603 ROOF/CEILING INSUL 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4035 SI -SOILS 0601 WALL INSULATION 0413 WALL SHEATHING/SHEAR 'CITE' OF TU K Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov JEW Building Per No. DI - Q g Project No. Date Application Accepted: Date Application Expires: (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: 12400 E Marginal Way S Tenant Name: N/A PROPERTY OWNER Name: King County Metro Transit Address: 201 S Jackson St Mailstop: KSC-TR-0431 City: Seattle State: WA Zip: 98104 CONTACT PERSON — person receiving all project communication Name: Jennifer Lee, King County Metro Transit Address: 201 S Jackson St Mailstop: KSC-TR-0431 City: Seattle State: WA Zip: 98104 Phone: (206) 263-8272 Fax: Email: jennifer.lee@kingcounty.gov GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: Tetra Tech City: State: Zip: Architect Name: Marcel Bodsky Address: Address: 1420 Fifth Avenue City: Seattle State: WA City: State: 883-9301 Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 7340600480 Suite Number: Floor: New Tenant: ❑ Yes ❑ ..No ARCHITECT OF RECORD Name: N/A No Lender/Bond as King County is Company Name: Tetra Tech City: State: Zip: Architect Name: Marcel Bodsky Address: 1420 Fifth Avenue City: Seattle State: WA Zip: 98101 Phone: (206) 883-9314 Fax: (206) 883-9301 Email: marcel.bodsky@tetratech.com ENGINEER OF RECORD Name: N/A No Lender/Bond as King County is Company Name: Tetra Tech City: State: Zip: Engineer Name: Chuck Purnell Address: 1420 Fifth Avenue Suite 650 City: Seattle State: WA Zip: 98101 Phone: (206) 883-9322 Fax: (206) 883-9301 Email: chuck.pumell@tetratech.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A No Lender/Bond as King County is Address: large, stable, public entity City: State: Zip: Page 1 of 4 BUILDING PERMIT INFiORMATIOIN.,206-431-3670 Valuation of Project (contractor's bid price): $ 750,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): construct new electrical room inside existing parking garage ground floor level. Existing garage is 3 levels with a total floor area of 201,892 sq ft (67,297.5 sq. ft/ floor). Construction Type: II -B Sprinklered, Occupancy Group: S-4 Open parking garage (formerly B-2 office); fire protection: fully sprinklered Will there be new rack storage? ❑ Yes m.. 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: 12 Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARRDOUS MATERIALS: ▪ Sprinklers u Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes VI No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Forms-Applications On Line \2011 Applications\Pemtit 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 1g 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: 12 Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARRDOUS MATERIALS: ▪ Sprinklers u Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes VI No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:'Applications\Forms-Applications On Line \2011 Applications\Pemtit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOC,ATION — 206-433-0179 Scope of Work (please provide detailed information): On property, remove portion of paving area for utility work: provide temporary power pole and overhead temporary power service connection to existing garage electrical panels, provide Seattle City Light transformer. Provide fiber optic and communications vault, and underground utilities. Provide temporary paving 2" HMA, 4" CSBC. Provide catch basin insert (inlet protection) for existing catch basins. 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 D ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): m ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance VI ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ..▪ .Total Cut 200 cubic yards ❑ .. Work in Flood Zone ..▪ .Total Fill 200 cubic yards 0 .. Storm Drainage 0 ...Sanitary Side Sewer ❑ .. Abandon Septic Tank 0 ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control 0 .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public WO # WO # WO # Private 0 Private 0 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...Sewer Monthly Service Billing to: Name: 0 ...Sewage Treatment Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — L.. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature:`l LQQ k -in j Coun4y V4 t n) rran5 ti- Date: 08/20/2018 Print Name: Jennifer ee, King County Metro Transit Day Telephone: (206) 263-8272 Mailing Address: 201 S Jackson St Mailstop: KSC-TR-0431 Seattle WA • 98104 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME King County Metro Transit Garage TI PERMIT # D18-0259 12400 Emu15 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization 5960- Erosion prevention .7999A- Water/Sewer/Surface Water -- Road/Parking/Access A. Total Improvements 1•05080— 1 Soop 2000 3.00 0 10 000 $250 (1) 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. -2500- 375 C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 200 cubic yards Enter total fill volume 200 cubic yards -2;37-5 —0— $ . ;8 3- (4) 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 $ $37 (5) 0- oo TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION 442.--- (1+4+5) v42.(1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review; which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.18 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 31.< 6. Permit Issuance/Inspection Fee (B+C+D) $ (6) Nb��,5,(Z�,,t:t) 7. Pavement Mitigation Fee- - $ 4500 O (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 54.50 (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 J 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 1" 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1' 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1" 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) 4875+54.5x.05= $246 Approved 09.25.02 Last Revised 01.01.18 2 200 cy $37+17.50= $54.50 $ a248-- 2 4� (9) 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 $ 0 (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 $ 0 (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ -WS--456— 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) Installation Cascade Water Alliance RCFC'' 01.01.2018 —1231.2011/ - Total Fee 0.75 $625 $6005 / $6630 1 $1125 $15,0J.0 $16,137.50 1.5 $2425 30,025 $32,450 2 $2825 040 850,865 3 84425 $96,0 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.18 Temporary Meter 0.75" $300 2.5" $1,500 3 D18-0258 demo $250 1 Mobilization 5% of 3.5M construction cost $175,000 Erosion prevention 10% of 3.5M construction cost $350,000 water/sewer/surface = 0 $0 road/ parking/ access 1% of 3.5M construction cost $35,000 $560,000 2.5% of 100000 $2,500 b 2% of 99,998 = 2000 $2,000 c 1.5% of 359,999 560000-200001=359999 $5,400 d total $9,900 4 6 $74 5 $10,224 1+4+5 total plan review fee d $1,500 7 $391. 8 6+8*5% $515 9 $12,306 6,7,8,9,10,11 D18-0259 garage TI $250 1 Mobilization 5% of 700000 construction cost $35,000 Erosion prevention 10% of 700000 construction cost $70,000 water/sewer/surface = 0 $0 road/ parking/ access 0 $0 total $105,000 2.5% of 100000 $2,500 2% of 105000-199999= 94,999x.02 $2,375 2374.975 total $4,875 4 $37 5 $5,162 1+4+5 $4,875 6 $1,500 7 $55 8 $246 9 $6,676 6,7,8,9,10,11 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $8,420.64 D18-0259 Address: 12400 E MARGINAL WAY S Apn: 7340600480 $8,420.64 Credit Card Fee $245.26 Credit Card Fee R000.369.908.00.00 0.00 $245.26 DEVELOPMENT $7,564.43 PERMIT FEE R000.322.100.00.00 0.00 $6,789.43 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $375.00 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $375.00 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $360.95 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15614 R000.322.900.04.00 0.00 $360.95 $8,420.64 Date Paid: Friday, October 12, 2018 Paid By: TSENGYANG VANG Pay Method: CREDIT CARD 079848 Printed: Friday, October 12, 2018 4:15 PM 1 of 1 SYSTEMS o CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/12/2018 04:15:06 PM CREDIT CARD SALE VISA CARD NUMBER: **********1262 K TRAN AMOUNT: $8,420.64 APPROVAL CD: 079848 RECORD 6: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/V irtualMerchant/transaction.do?dispatchMethod=printTr... 10/12/2018 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/12/2018 04:15:06 PM CREDIT CARD SALE VISA CARD NUMBER: **********1262 K TRAN AMOUNT: $8,420.64 APPROVAL CD: 079848 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 10/12/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY I PAID $4,54532 D18-0259 Address: 12400 E MARGINAL WAY S Apn: 7340600480 $4,545.52 Credit Card Fee $132.39 Credit Card Fee R000.369.908.00.00 0.00 $132.39 DEVELOPMENT $4,413.13 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15216 R000.345.830.00.00 0.00 $4,413.13 $4,545.52 Date Paid: Tuesday, August 21, 2018 Paid By: JENNIFER LEE Pay Method: CREDIT CARD 076943 Printed: Tuesday, August 21, 2018 1:56 PM 1 of 1 ri SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/21/2018 01:55:26 PM CREDIT CARD SALE VISA CARD NUMBER: **********9392 K TRAN AMOUNT: $4,545.52 APPROVAL CD: 076943 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https : //c l as sic. convergepay . comNirtualMerchant/transacti on. do?dispatchMethod=printTra... 8/21 /201 8 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D18 -o25, Project: )(iw - Coo Nr" Mli:7r2a Type of Inspection: RooP s} AT7' AG - Address: 12 4 00 E Mftf G )4P L, I.UhY Date Called: Special Instructions: Date Wanted: 3-6 -20 a.m. p.m. Requester: Phone No: ri Approved per applicable codes. El Corrections required prior to approval. COMMENTS: e€iL/NG 6A) )%$zz '4' — f'LCC77QLC ROO Vvsr COWW1 LMCA-7da✓►/ /2ZCe..V44 Inspector: Date: 3 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: C► CA iv""fried-w�.► Type of I pection: vn ddre : 4-co G I' t Date Called: ,5. ,Iv Special Instructions: llei J Date Wanted: a.m. 2 -Z-2c72_0p.m. Requester: (Davi- Phone N2,53- 2 / 2-- 48O Z Approved per applicable codes. Corrections required prior to approval. COMMENTS: /..ecrrQok-t kpori Inspector: (i 676W6k Date:O Lo REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit biS-02 S? IN 'T "ON N0. 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: kiiYG COWT7/nrreI/ ►aF�,,�,'� Type of Inspection: Address: /200 ir ~Q Gt//9 ate Called: Special Instructions: I J L �f/0` Date Wanted: ,_30..20 a.m. p.m. Requester: Phone No: pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 2 d /if X'44'9c-4,6c/4"- Date: /72•7/ze".z, REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Dt9=o25-q 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 Project: /NG &du'rY NICRO - C`A' Type of Inspecti �" `r''I 6-- f /� ? Address: /2O'O ,'. /107eGAItZ ie•Aay Date Called: S, Special Instructions: Date Wanted: a.m. /-2q-2_o p.m. Requester: Phone No: 92$ 29c- '/14 0 pproved per applicable codes. Corrections required prior to approval. COMMENTS: r-m,eeicz Date)... REINSP' i `EQ 'BRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit L/I� V251A. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 tiro] :W' C/7 Type of Inspection: Address:GDate Called: Special Instructions: , - AfAr j Date Wanted: / p ? _ 2© a,m. p.m. Requester: oonene No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: C47,( ,,yj/� - -,vr s4 44,/ 44 Ins Date: I 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit N NO. 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: /6 86- COi.tu Y NETRo Type of Inspection: Ai ru- M V2 -M o1 Address: /2050,c,giGly Date Called: Special Instructions: Date Wanted: —2 Z -20 a.m. p.m. Requester: Phone No: pproved per applicable codes. D Corrections required prior to approval. COMMENTS: VAW 4:7f7d4a14.711 16--a>r'°& Inspecto Date: A -122-247z, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit IN " CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 .4v3--02.51 Pro' t:�J NGl aur /1; .4 op Type of Inspection: fiAft ttNG - Addres,sl: /2 746/0i piy 7 Date Called: 5,' Special Instructions: Date Wanted- —.26 1,/5. a.m. p.m. Requester: Phone No: pproved per applicable codes. E3 Corrections required prior to approval. MENTS: 1 .. / gite 640 A Jp *411'15 1,41e-ci Inspector. .1 4 / Date: I 1 REINSPECTIO '1� UIR''I . Prior to next inspfection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2/9/2021 City of Tukwila Department of Community Development JENNIFER LEE 201 S JACKSON ST M/S KSC-TR-0431 SEATTLE, WA 98104 RE: Permit No. D18-0259 KING COUNTY METRO - GARAGE 12400 E MARGINAL WAY S 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 3/2/2021. Based on the above, you are hereby advised to: 1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html 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 3/2/2021, 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, Laurie Werle Permit Technician File No: D18-0259 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 1/2/2020 City of Tukwila Department of Community Development JENNIFER LEE 201 S JACKSON ST M/S KSC-TR-0431 SEATTLE, WA 98104 RE: Permit No. D18-0259 KING COUNTY METRO - GARAGE 12400 E MARGINAL WAY S 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 2/1/2020. 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 fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/1/2020, 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: D18-0259 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6/28/2019 City of Tukwila Department of Community Development JENNIFER LEE 201 S JACKSON ST M/S KSC-TR-0431 SEATTLE, WA 98104 RE: Permit Application No. D18-0259 KING COUNTY METRO - GARAGE 12400 E MARGINAL WAY S Dear JENNIFER LEE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/21/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 8/21/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Kandace Nichols Permit Technician File No: D18-0259 S 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 6, 2019 Jennifer Lee King County Transit 201 S Jackson St, M/S KSC-TR-0431 Seattle, WA 98104-3856 RE: Request for Application Extension #1 Permit Number D18-0259 Dear Ms. Lee, This letter is in response to your written request for an extension to application number D18-0258. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 21, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, -----ke °-----.1./( Bill Rambo Permit Technician File: Permit No. D18-0259 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC-TR-0431 Seattle, WA 98104-3856 Phone: (206) 263-8272 Fax: (206) 684-1900 January 7, 2019 City of Tukwila Jerry Hight, Building Official Permit Center, Building Division 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 Re: Request for extension up to 180 days Permit No. D18-0259 King County Metro- Garage Permit Expires On: 02/21/19 Dear Mr. Hight, RECEIVED CITY OF TU K`IVILA JAN 07 2019 PERMIT CENTER King County Metro Transit is still processing contracting documents for public bid procurement to obtain a contractor for this work. We request the City of Tukwila grant us a permit extension. Sincerely, Jennifer Lee, Real Property Agent Cc: Bill Rambo, Permit Tech Request for Extension # 1 Current E:piration Date: Extension request: Approv :d for Denied 'provide explanation) days Signature/Initials /-if/ 1/2/2019 City of Tukwila Department of Community Development JENNIFER LEE 201 S JACKSON ST M/S KSC-TR-0431 SEATTLE, WA 98104 RE: Permit Application No. D18-0259 KING COUNTY METRO - GARAGE 12400 E MARGINAL WAY S Dear JENNIFER LEE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/21/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 2/21/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0259 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development September 26, 2018 JENNIFER LEE 201 S JACKSON ST M/S KSC-TR-0431 SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0259 KING COUNTY METRO - GARAGE - 12400 E MARGINAL WAY S Dear JENNIFER LEE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. Please provide drawings that are drawn to scale. Reduced size drawings shall not be accepted, no exceptions. In the future make sure plan drawings are to scale with fonts legible for reviewers and inspectors. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Rachelle Ripley Permit Technician File No. D18-0259 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 CPERMIT COORD COPY t PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18 -o259 DATE: 09/26/18 PROJECT NAME: KING COUNTY METRO - GARAGE SITE ADDRESS: 12400 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: AAwc 4-18 Building Division Public Works El Fire Prevention Structural n Planning Division ri ❑ Permit Coordinator n PRELIMINARY REVIEW: DATE: 09/27/18 Not Applicable n Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 10/25/18 ❑ Approved with Conditions ly Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LEITER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0259 DATE: 08/21/18 PROJECT NAME: KING COUNTY METRO - GARAGE SITE ADDRESS: 12400 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: kT C /-z�--cg Building Division Public WorksEl iK 1\ri\c6 Fire Prevention Structural ki\f) �w001\� Planning Division Permit Coordinator IF PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 08/23/18 Structural Review Required DATE: El APPROVALS OR CORRECTIONS: Approved n Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 09/20/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg t Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL RECEIVED CITY OF TUKWILA SEP 13 2018 PERMIT CENTER Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: See- 13, 2,01S Plan Check/Permit Number: D 18-0259 Response to Incomplete Letter # ,/ Response to Correction Letter # 8.21.18 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: King County Metro - Garage TI Project Address: 12400 E Marginal Way S Contact Person: Jennifer Lee Phone Number: (206) 263-8272 Summary of Revision: Plan sets printed to scale on larger size drawings- 4 drawing sets may be submitted during week of 9.10.18 per 9.5.18 phone conversation with Allen Johannessen. RECEIVED CITY OF TUKWILA SEP 2 6 2018 PERMIT CENTER Sheet Number(s): (All) 1-20 Reprinted on larger plan sheet size / print to scale "Cloud" or highlight all areas of revision including ate of re 'sio Received at the City of Tukwila Permit Center by: n Entered in Permits Plus on H:\Applications\Forms-Applications On Line \2010 Applications \7-2010 - Revision Submittal. doc Revised: May 2011 PROSPECT CONSTRUCTION INro Home Espanol Contact Safety & Health Claims & Insurance Oft Washington State Department of ChLabor & Industries 0 Search L&I Page 1 of 2 A -L Ihdcx l l elp NTy TM Workplace Rights Trades & Licensing PROSPECT CONSTRUCTION INC Owner or tradesperson ............... Principals MCLAREN, GORDON S, PRESIDENT MCLAREN, PAM L, SECRETARY Doing business as PROSPECT CONSTRUCTION INC WA UBI No. 601 850 637 116 23RD ST SE PUYALLUP, WA 98372 253-446-1600 PIERCE County Business type Corporation Governing persons GORDON S MC LAREN PAMELA MC LAREN; Certifications & Endorsements License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. PROSPCI022CD Effective — expiration 02/04/1998— 02/04/2020 Bond Safeco Ins Co of America Bond account no. 69s009873 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05/11/2012 04/20/2012 Expiration date Until Canceled Insurance Travelers Indemnity Company Th $1,000,000.00 Policy no. DTC0366K55041 N D19 Received by L&I Effective date 03/25/2019 04/01/2019 Expiration date 04/01/2020 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601850637&LIC=PROSPCI022CD&SAW= 7/25/2019 TYPICAL SECTION AND DETAIL REFERENCING SYSTEM DRAWING NUMBERING SYSTEM KEY: LOCATION MAP LEGAL DESCRIPTION: (1) THE SECTION IS CUT ON DRAWING A101: A3.01 SECTION LETTER ELEVATION LETTER .01 DRAWING ON WHICH SECTION/ELEVATION APPEARS. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: SECTION SCALE: SECTION LETTER ff/- DRAWING ON WHICH SECTION WAS A1.0'f" TAKEN. (3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. VASHON ISLAND DES OINES TAC MA • PERMIT SUBMITTAL No VICINITY MAP NOT TO SCALE KENMORE BOTHELL • KIRKLAND AUBURN • SNOHOMISH CO. KING CO. _ F 202; REDMOND BELLEVUE • ALGONA • PACIFIC • KING CO. PIERCE • REVISION PROJECT VICINITY • ISSAQUAH • MAPLE VALLEY OPPFF...WEL SEP2 ri. 2p'r •,;ity of Tu.wih at 1IFC No • DUVALL BLACK DIA OND �zTo ' CARNATION FALL CITY PRESTON • SNOQUALM 08/16/18 DATE DISCIPLINE DESIGNATED CATEGORY G CD L E ED S FP AREA LOCATION (FOR PROJECTS WITH MULTIPLE LOCATIONS) GENERAL CIVIL CIVIL DEMOLITION LANDSCAPE ELECTRICAL ELECTRICAL DEMOLITION STRUCTURAL MECHANICAL FIRE PROTECTION C1r01 DISCIPLINE DESIGNATOR SEPARATOR 0 GENERAL 1 PLANS 2 ELEVATIONS 3 SECTIONS 4 ENLARGED PLANS 5 DETAILS 6 SCHEDULES & DIiaSCOPY Permit No. Plan review approval is sutject to C7::: ; Approval of c lv.Lct ,vn l.3l.Llnlw,j the violation cf 4„y ;,r of approved Flald Copy and con "'ions is By. • Date: �p�� City1(o�ff;;Tukwila nn SEQUENTIAL DRAWiNGVD141SEF�1MT11fIV'N DISCIPLINE AND DESIGNATED CATEGORY REVISIONS No Chan^^'I r-^ rs sh---�.ie to the scoop ef ABBREVIATIONS: i z;:. ansu1-;3rstbmila GENERAL NOTES rzn re r�ewr tee REFER ALSO TO THE SPECIFIC ABBREVIATIONS LISTED WITHIN THE DRAWINGS OF EACH DISCIPLINE. THE FOLLOWING ABBREVIATIONS ARE APPLICABLE TO ALL DISCIPLINES: AFF ABOVE FINISH FLOOR INT INTERIOR ASPH ASPHALT IN INCH BLDG BUILDING CB CATCH BASIN CLR CLEAR CO CLEAN OUT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS DET DETAIL DEMO DEMOLISH DIM DIMENSION DN DOWN DWG DRAWING EA EACH ELEC ELECTRIC ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EXT EXTERIOR EXIST EXISTING FD FLOOR DRAIN FF FINISHED FLOOR FLR FLOOR FTG FOOTING FT FOOT GALV GALVANIZED HR HOUR HT HEIGHT LF LINEAR FEET MAX MAXIMUM MECH MECHANICAL MIN MINIMUM N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OPP OPPOSITE PAV PAVING PR PAIR PT PRESSURE -TREATED REF REFERENCE REIN REINFORCING RM ROOM SCHED SCHEDULE SECT SECTION SIM SIMILAR STD STANDARD STL STEEL TO TOP OF TYP TYPICAL UTIL UTILITY VERT VERTICAL W WEST I.\IC ch?npes plans without aror ., frr Panning ) vie**- of DC':.. DEMOLITION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND THE LATEST EDITION OF THE JURISDICTIONAL BUILDING CODE AND AMENDMENTS. A COPY OF THE APPROVED PLAN, MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL BUILDING UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID HARM TO ANY OTHER BUILDING UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, SYSTEMS AND EQUIPMENT. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. 2015 WA ENERGY CODE COMPLIANCE REQUIRED INSUL VALUES: WALLS STL FRAMED: CEILING (ATTIC/OTHER): OPAQUE DOORS: SLAB ON GRADE: PROVIDED INSUL VALUES: Q,1'/'_� lanical I��F'lumbing E Cas Piping POLLUTION PREVENTION NOTEd..`'.-. T�',' �oN R-13+R10ci R-49 U=0.37 EXISTING R-13+R10ci .•_ ,....,l�f�,..;1 R-49 . "~ FC3: .,,_ U=0.37 EXISTING COMPLY WITH APPLICABLE REQUIREMENTS IN THE WA STATE DEPT. OF ECOLOGY'S "STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, VOL. II - CONSTRUCTION STORMWATER POLLUTION PREVENTION" IN ACCORDANCE WITH THE SPECIFICATIONS OF THIS CONTRACT AND AS FOLLOWS: 1.1 CONTROL DUST RESULTING FROM DEMOLITION OF CONCRETE BY IMPLEMENTING THE APPLICABLE DUST CONTROL MEASURES IN BMP C140. 1.2 PROCESS WATER SLURRY RESULTING FROM SAWCUTTING AND SURFACING BY IMPLEMENTING THE APPLICABLE SAWCUTTING AND SURFACING POLLUTION PREVENTION MEASURES IN BPM C151. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: MMB PROJECT DESCRIPTION AGENT: PROJECT DESCRIPTION: BUILDING INFORMATION: ADD ELECT ROOM IN (E) GARAGE EXISTING OFFICE BUILDING JENNIFER LEE 206.263.8272 201 S. JACKSON ST., MS KSC-TR-0431 SEATTLE, WA 98104-3856 Jennifer.Lee@KingCounty.gov CONSTRUCT NEW ELECTRICAL ROOM INSIDE EXISTING PARKING GARAGE GROUNII FLOOR LEVEL TO ACCOMMODATE ELECTRICAL StriVICE EQUIPMENT (UNDER SEPARATE ELECTRICAL PERMIT). BUILDING CURRENT USE: EMPLOYEE PARKING GARAGE - (UNOCCUPIED) FUTURE USE: BUILDING AREA: NUMBER OF STORIES: PARKING STALLS: CONSTRUCTION TYPE: OCCUPANCY GROUP: FIRE PROTECTION: ZONING: EMPLOYEE PARKING GARAGE FOR A FUTURE BUS TRANSIT BASE 270,937 SF (FROM YEAR 2000 BUILDING PERMIT) 2 + ROOFTOP PARKING 605 (3 SPACES LESS THAN YEAR 2000 PERMIT) II-B SPRINKLERED S-4 OPEN PARKING GARAGE(FORMERLY "B-2" OFFICE) FULLY SPRINKLERED MIC CODE ANALYSIS: SEE NEXT SHEET. REVIEWED FOR CODE COMPLIANCE A APPROVED 2018� • ityOCT of Tukwila10 BUILDING DIVISION FROM ORDER NO.: NCS-786933-WA1 , FIRST AMERICAN TITLE INSURANCE COMPANY, NATIONAL COMMERCIAL SERVICES, DATED AUGUST 16, 2016, AT 7:30 AM THAT PORTION OF TRACTS 21, 22, 31 AND 32 OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 10 OF PLATS AT PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 1 18TH STREET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 646846, THAT BEARS SOUTH 04'33'59" EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN, HIGHWAY ENGINEERS STATION 76+05.30, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREEMENT RECORDED UNDER RECORDING NO. 7506090402; THENCE SOUTH 04'33'59" EAST ALONG SAID MARGIN 615.17 FEET TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEER'S STATION 68+25; THENCE SOUTH 58'17'25" WEST 230.32 FEET; THENCE SOUTH 21'32'52" EAST 36.80 FEET TO THE SOUTH LINE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS; THENCE NORTH 89'17'24" WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABLISHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS, KING COUNTY RECORDING NO. 7412090465; THENCE NORTH 18'38'24" WEST 12.65 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 12'54'24" WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 10'07'24" WEST 333.78 FEET ALONG SAID EASTERLY MARGIN TO THE SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED UNDER RECORDING NO. 7506090402; THENCE SOUTH 89' 17'24" EAST PARALLEL WITH THE SOUTH LINE OF TRACTS 31 AND 32 OF RIVERSIDE INTERURBAN TRACTS A DISTANCE OF 774.30 FEET TO THE POINT OF BEGINNING. DRAWING INDEX SHEET DRAWING # DESCRIPTION 1 G0.01 GENERAL PROJECT INFORMATION & DRAWING INDEX 2 G1.01 SITE PLAN 3 CD1.02 SITE TESC AND DEMOLITION PLAN 1 4 C1.01 SITE TESC AND DEMOLITION GRADING AND PAVING PLAN 1 5 A1.01 FIRST FLOOR PLAN 6 A1.02 ENLARGED FLOOR PLANS 7 A1.03 EXTERIOR ELEVATION AND DETAILS 8 S0.01 STRUCTURAL NOTES 9 S0.02 STATEMENT OF SPECIAL ISNPECTIONS 10 S.003 STATEMENT OF SPECAIL INSPECTIONS 11 S1.01 GARAGE FOUNDATION PLAN 12 S5.01 DETAILS 13 FP1.01 OVERALL FIRE PROTECTION PLAN 14 FP2.01 ENLARGED FIRE PROTECTION PLAN 15 E0.01 ELECTRICAL LEGEND 16 E1.00 SITE UTILITIES DEMOLITION PLAN 17 E1.10 GARAGE FIRST FLOOR POWER PLAN 18 E1.12 ELECTRICAL ROOM PLAN 19 E5.00 ONE -LINE DIAGRAM 13) ...•■•• I mo- F. sD SE? 2 J :::l 2i c•. PER ,nT CENTER 0 : j J:l V. 1 V N ft AL. South Interim Base Garage Improvements 12400 E. Marginal Way S., Tukwila, WA APPROVED: DRAWN: TR CHECKED BY MMB PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS GENERAL PROJECT INFORMATION AND DRAWING INDEX DATE: 08/16/2018 DRAWING NO: G0.01 SHEET NO: OF IN1 S11 G1.01 Site Ptan.dwg I Layout: G1.01 1 �+ 1 1 1 �1 EXISTING 1 LANDSCAPE TO BE MAINTAINED EXISTING ACCESS RAN S 124TH ST PERMIT SUBMITTAL No. REVISION RNV 1 1 1 BY -- PROPERTY BNDY -L_ — — -- -- — - / i///ice/ i//////i/7i�T7/77i/////////�//////////////77/////i// ////, YN59.251] "i"7"//////////////////// JHTTrJru 7 tX- 08/16/18 DATE EXISTING POST INDICATOR EXISTING HYDRANT 1\ cti 11 V \ / 11 EXISTING GARAGE PROPOSED NEW ELECTRICAL ROOM r L1 F-` 6. (///////////sz1i/i/-1//7////////////// / / / //////////-//////// oOag— // ///// — r I I 7Y cik , lJ EXISTING HYDRANT EXISTING SOUND TRANSIT EASEMENT _z_z// ///////L///// //: // //////,%1�z_//// II 1rr l I `/ rr / / /7 / EXISTING HYDRANT kPff / / / / ///////////////i PROPERTY BNDY CMKIN LINK FENCE EXISTING HYDRANT EXISTING VACANT BUILDING (TO BE DEMOLISHED UNDER SEPARATE PERMIT) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 .�--�♦- I DESIGNED: CP W — W---W EXISTING HYDRANT APPROVED: DRAWN: CHECKED BY TP PROJECT NO: 1129642 CHECKED BY CP CONTRACT NO: E00455E16 L.41. King County Department of Transportation ot/ I ,;1 EXISTING HYDRANT ,E \\ REV EWED FOR CODE COMPLIANCE APPROVED • City of Tukwila BUILDING DIVISION 20' 40' SCALE: 1" = 40' METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS SITE PLAN 12400 EAST MARGINAL WAY S DATE: 08/16/2018 DRAWING NO: SHEET NO: OF GENERAL NOTES: CONSTRUCTION NOTES: 0) U7 06 z z 0 a U 4 N 3 J UI m v? d X 1 - 1 \ ' \ ;� t' A 1 1. 1 cst 1A 1 RIM 471124 At N. OT 22 / "77//////%/1///7777/777// /7-77777- -- CBI SOLID LiD.24 43 tNV=19.6902`E) INV.19.68(12`S1) INV=19.55(I2`N) --CB, R,M=24.35 ' NV.20.87(12'5) ENV.2C.47(12'NE) Icy II 44.7 I 7Y///77/7//// CrV D A [� IBC I (\ C r` (TWO STORY W/ ROOF TOP PARKING) DEMO TO PROVIDE TEMPORARY POWER TO GARAGE, SEE ELECTRICAL SHEETS / w - W-- ---- W- -- W --1 wgis 5(F-w) f; LAVA F.REh asm- • _c_- -Tr y* BUMP r I �/ 11 I1J / 12`N) 1 C (OI,CE 1 :2•SSI. 1 t i1 114� / RIM .55 11 RCM -26.84 II IN,d=24.26(B`SW) INv.24.95(81NE) 1 IN 24.2:1(8"N INV=24.13(15`1�J -uesr- -`. -w�,.. V.24.23115i5 _ INV..23.58(B`N) ..r a� - -""' id:_. MV.23.57(rS) c �` I� _-� \I II J CB, SOLID UD...27.04 INV.23.94(6'NW) INV=23.89(12'E) INV--23.87(12`51'0 CB1 SOLID LID=26.88 INV..23 79(12"NE) INV=23.41(12"SE) INV=24.12(6"E) 1 12"LCPE_ (ONE STORY) OB2(48`) (ADDITION) RW+26.27 INV.23.12(121NW) INV.21.58(12-W) ;NV=21,61(12'5) INV.21.77(6-E) /1 -_($AW L1o957R /7-RIM.27.06 a,v.24.8e(1 /k/I 3\ it 11 11 11 777 \--FINISH FLOOR Ca I 3.78 Fvt 1. NO UTILITY SHALL BE REMOVED AND RELOCATED PRIOR TO RECEIVING APPROVAL FROM THE OWNERS REPRESENTATIVE. 2. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE FEATURES SHALL REMAIN. PROTECT ALL EXISTING FEATURES TO REMAIN. 3. CATCH BASIN INSERT (INLET PROTECTION) TO BE PLACED ON EXISTING STORM DRAIN STRUCTURES WITHIN 200 FT DOWNSTREAM OF PROJECT SITE. L LEGEND REMOVE EXISTING SITE FEATURES AS NEEDED FOR BUILDING DEMOLITION AND REMOVAL - CONSTRUCTION SITE LIMITS APPROXIMATE LIMIT OF REMOVALS CATCH BASIN INSERT (INLET PROTECTION) 0 0 15' 30' 60' 0 CATCH BASIN INSERT (INLET PROTECTION) PER EROSION CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED, THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, FLOW CONTROL BMP LOCATIONS (EXISTING AND PROPOSED),AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. 7 ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI-MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL. 10. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. ALL AREAS COVERED WITH BMP COVER MEASURE AS APPROVED BY THE ENGINEER. REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukvvila BUILDING DIVISION /?"-•0254" PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE TETRA TECH 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 APPROVED CP 1" = 30' DRAWN GW CHECKED BY MB PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 141 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS SITE TESC AND DEMOLITION PLAN 1 12400 EAST MARGINAL WAY S DATE 08/16/2018 DRAWING NO: CD1.02 SHEET NO OF GENERAL NOTES: CONSTRUCTION NOTES: \I- 4;\ \\'\�. \ \„ \\.\..(\-\\}\\\T\ \1C11:Cit r IT\ 4A\T.-C1"1 \ \ \ 1 Ti C \ 4.-°T 1 11 \_ \ \\ 1n c) ' 1 1i \r, \i'i, \ \ \ 1. "k \ ..:\ \ \) Yir \ 'i �\ > 41 \ "-• A-kr -C‘ \ \ c81 '` `rt�� ' RIN,-,21 3 ' , IIJV=2f.3= 12"N) � '. .-. \ c, II '--. \ i.- i\-' 1 i, 0. 1, \,., i! / 1 I 1/47. \ / --- PA- P 124tkitif H S LOT 22 //7////-7-////7� 77 /-///77-///'/-77 7i/%//%i/7-////7-//!//T - eel SOLID IJD+24.43 INV.19.69(12"E) INV.19.66(12"SW) INVs19.55(12"N) CBI RIM =24.35 WV=20.87(12'5) INv.21)47(12'NE) -NNSS=25.15 L 1 2/C, VIA-- --- VV -- - - VV--- VA * -- 04.• Lq CONCRETE PARKING GARAGE (TWO STORY VDU ROOF TOP PARKING) f-=r7= =p= LANDSCAPED __�^'•r AREA 55(5'W ce) RIM.26.24 /,\ ss INNV 21503 N)--- INV.23.57(8"S) '' j1 3 CBI SOLID LID.27.04 INV.23. 94(8?1W) / Nv..23.73.87(89(1212"S'W)E) INV.----12"LCdPE- _ c Il rw .sue.. SPEED BUMP CBI RIM=28.84 1NV=24.95(8'NE) -C81 SOLID LID=26.68 INVR23.79(12"NE) INV=23.41(12"SE) iNV=24.12(6"E) (ONE STORY) 82 (48") R:M.26.2'7 V=23.12(12"NW) W V=21.58(12"W) W V.21.61(12'5) INV.21.77(6"E) (ADDITION) �_. f.RAIF FI .75 7P. 4.7 // 44 (zz/ C8i T RIM=27.D8 INV.24.84(1"W) / \A\ T ' ® Q/ CONCRETE �p:T ///7`// / 7-7-///7//7/ -Cal ( SO:.' / UAW) 8 78 PVC 5) /-/ 77-7/ / / / FINISH FLOOR EL =29.47 CBI RIN.27.21 iNVr23.90(15"E) INV.24.12(15'SW) L_ 0 I 11 .1� 1 1L J Jli.No 1. NO UTILITY SHALL BE REMOVED AND RELOCATED PRIOR TO RECEIVING APPROVAL FROM THE OWNERS REPRESENTATIVE. 2. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE FEATURES SHALL REMAIN. PROTECT ALL EXISTING FEATURES TO REMAIN. 3. CATCH BASIN INSERT (INLET PROTECTION) TO BE PLACED ON EXISTING STORM DRAIN STRUCTURES WITHIN 200 FT DOWNSTREAM OF PROJECT SITE. LEGEND 0 15' TEMPORARY PAVING (2" HMA, 4" CSBC) - CONSTRUCTION SITE LIMITS APPROXIMATE LIMIT OF REMOVALS CATCH BASIN INSERT (INLET PROTECTION) O 30' 60' SCALE: 1" = 30' OCATCH BASIN INSERT (INLET PROTECTION) PER KCSWDM C.3.9.B. SEE DETAIL 2, SHEET CD501. t twitib Pi lb.iC 1.4/06K, REVIEWED FOR CODE COMPLIANCE APPROVED SEP " pEA' T I1 1 OCT 102018 City of Tukwila BUILDING DIVISION D/8"•025'9 1.) r i i : • PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: CP APPROVED: 1"=30' DRAWN: GW CHECKED BY MB PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 1.41 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS SITE TESC AND DEMOLITION GRADING AND PAVING PLAN 1 12400 EAST MARGINAL WAY S DATE: 08/16/2018 DRAWING NO CD1.02 SHEET NO OF 4 1I9 1 0 0 0 0 0 0 0 0 0 13 14 15 16 17 18 0 2S-0' 30'.0 30-0' 30-0' 300 30%' 30-0' 30 0' 30 O. 30-0' 30'-0' 30-0' 30-0' 2V-0' 0 0 II ti 0 EXISTING STAIR AND EXIT CHAIN LIN K FEN EAT • EXISTING FIRE SRRINKLER ROOM EXISTING C FLOOR PLAN AIN INK F ENCE AT O NING, EXIS ING CHAIN LINK FENC AT OPEN NG, EXISTING FIRE DOORS, TV 3/64"=1'-0" EXISTING PARKING EXISTING LANDSCAPE P. li SLOPE UP mccOcl SLOPE ON SLOPE UP SLOPE DN 0 0 0 0 0 0 0 0 0 0 0 0000000 XIST T OF NG EN HAIN ,TY NEW MDF AND ELECTRICAL ROOMS 1 HOUR RATED WALLS, TYP PER UL ASSEMBLY R1319 C t1 C 3' 0' O EXISTING STAIR AND EXIT NEW 3'X7' WITH 0 �HAII LINK FENCE AND XIT 4 ATE; GATE EQUIPPED PANIC BAR HARDWARE 2 1.0 NEW CHAIN LINK FENCE AND 3'X7' EXIT GATE; GATE EQUIPPED WITH PANIC BAR HARDWARE 000 EXISTING LANDSCAPE J .7 s REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION 0 8' 16 32 48 64 SCALE: 3/64"=1'-0" cii' . • r i; PFRi .;'I ;.. PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE 1(13ff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: MMB APPROVED: DRAWN: MMB CHECKED BY TCL PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 L.41 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS GARAGE OVERALL FIRST FLOOR PLAN 12400 EAST MARGINAL WAY S DATE: 08/16/2018 DRAWING NO: A1.01 SHEET NO: OF 5 /9 EXISTING FIRE DOORS, TYP ALL FLOORS. EXISTING ELEVATOR MECH ROOM NEW ALUMINUM SECURITY GRILL ABOVE AT EXISTING VEHICULAR ENTRY PROVIDE EXIT 0 LY GATE WITH PANIC BAR, LIT :XIT LIGHT W/ BATT RY BACK-UP, TYP. - v 1 MAIN ENTRY FLOOR PLAN 3/16"=1'-0" U NEW EXIT LIGHT, TYP. NEW BOLLARD, TYP ALIGN TRAFFIC SIDE WITH OPENING. 0 EXISTING STl 0 D WALL 01 M EXISTING ELECTRICAL ROOM 84 SF _1_ EXISTING STAIR, AND GATE O Q 0 18'-2" EXIS ING STUD WA L TO BE ELECTRICAL ROOM 310 SF ///////////////////////. LEVATOR 8'-0" TYP NE 4'-0" X 7'-2" HM 20 MINUTE W/ ANIC HARDWARE J / 1--1 ///////////////////////////////////////////////////,1 1 t//////////`'-- 15'-8" X (-2- NE EXIT FLOOR PLAN 3/16"=1'-0" RATED- DO,OR NEW '-0" X 7'-2' HM 20 MINUTE RATED DOOR-- `1 MDF ROOM 150 SF r r \ 5\ A1.03 r 3-0" 0 EXISTING EXISTING LANDSCAPING NOTE: WALLS OF NEW ELECTRICAL ROOM TO BE 1 HOUR RATED, PER ASSEMBLY UL R1319 A/A1.03 0 2' 4 8' 12' SCALE: 3/16"=1-0" 16' r 0 NEW BO�LARD, TYP ALIGN T AFFIC SIDE WITH NEt/V WALL 3'-0" m REVISED FENCE LINE EXISTING STAIR NEW GATE WITH PANIC HARDWARE. J NEW GATE WITH PANIC HARD SOUTH-EAST ACCESS FLOOR PLAN 3/16"=1-0" ARE. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION B.7 /ZO259 PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE • kpff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: MMB APPROVED: DRAWN: MMB CHECKED BY TL PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS GARAGE ELECTRICAL ROOM PARTIAL PLANS 12400 EAST MARGINAL WAY S DATE 08/16/2018 DRAWING NO: A1.02 SHEET NO: OF > > (E) CONC BEAM (E) CONC "T" BEYOND INSULATE AREA BETWEEN "T"'S PER DETAIL 6/1.03 DEFLECTION TRACK 5/8" TYPE X GWB 6" METAL STUDS W/ R-19 BATT INSULATION, TYP 5/8" DENS GLAS GOLD EXT SHEATHING, TYPE X TYP R-10 CONTINUOUS POLISO INSULATION CONTINUUS WEATHER BARRIER KYNAR COATED METAL SIDING CELECTRICAL RM SOUTH WALL HEAD I 3 =1 0 4 1 4 4 4 e d • 5/8"TYPE XGWB 6" METAL STUDS W/ R-19 BATT INSULATION, TYP 5/8" DENS GLAS GOLD EXT SHEATHING (TYPE X) R-10 CONTINUOUS POLISO INSULATION CONTINUUS WEATHER BARRIER KYNAR COATED METAL SIDING CONC CURB FLASHING CONC SLAB ELECTRICAL RM SOUTH WALL - BASE 3-1-0 ELECTRICAL RM NORTH WALL HEAD 3"=1'-0" 44 4•- 4 .4 4 4 DEFLECTION TRACK 5/8" TYPE X GWB 6" METAL STUDS W/ R-19 BATT INSULATION, TYP 5/8" DENS GLAS GOLD EXT SHEATHING, TYPE X TYP R-10 CONTINUOUS POLISO INSULATION CONTINUUS WEATHER BARRIER KYNAR COATED METAL SIDING FLASHING R-48 FIBERGLASS BAIT INSULATION REFER TO DETAIL 6/A1.03 FOR CEILING SYSTEM (E) CONC ELEVATOR TOWER METAL SIDING AT ELECTRICAL RM. 12" ELECTRICAL RM NORTH WALL BASELECTRICAL RM EAST WALL HEAD 3"=1'-0" \. 3"=1'-0" (E)CHAIN LINK FENCE (A) SOUTH PARTIAL ELEVATION AT ELECTRICAL ROOM 1/8"=l'-O" EXISTING CONC "T" 0 4' 8' i u u SCALE: 1/8"=1'-0" 0 6" 1' (E)CONC STRUCTURE (E)CHAIN LINK FENCE (E)CONC STRUCTURE (E)CHAIN LINK FENCE 16' 24' 2' SCALE: 1 1 /2"=1'-0" 0 3" 6" SCALE: 3"=1'-0" OCT 1 0 2018 City of Tukwila R-48 FIBERGLASS BATT INSULATION 5/8" TYPE X GWB ON FURRING CHANNELS � /32 6D ELECTRICAL RM CEILING INSUL AND FURRING �1 1/2"=1'-0" PERMIT SUBMITTAL 08/16/18 No. REVISION BY APPD DATE kPff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: MMB APPROVED: DRAWN: MMB CHECKED BY TL PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS GARAGE ELECTRICAL ROOM PARTIAL ELEVATIONS/DETAILS 12400 EAST MARGINAL WAY S DATE: 08/16/2018 DRAWING NO: A1.03 SHEET NO: OF STRUCTURAL NOTES DESIGN LOADS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS AMENDED BY THE CITY OF TUKWILA. LIVE LOADS HORIZONTAL LIVE LOADS ON PARTITIONS ARE 5 PSF PER IBC 1607.14. SEISMIC LOADS SEISMIC LOADS ON PARTITIONS ARE DETERMINED USING CHAPTER 13 OF ASCE 7 WITH THE FOLLOWING FACTORS: SITE CLASS D RISK CATEGORY II SEISMIC DESIGN CATEGORY D I E = 1.0 SDS = 1.0g SD1 = 0.57 g a p , R p TABLE 13.5-1 WIND LOADS WIND LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 WITH THE FOLLOWING FACTORS: RISK CATEGORY II EXPOSURE CATEGORY B Vult = 110 MPH Krt G cpi Vasd = 1.0 = 0.18 85 MPH SOIL LOADS ALLOWABLE SOIL -BEARING PRESSURE 2000 PSF DL + LL PER IBC TABLE 1806.2 GENERAL NOTES SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE REINFORCEMENT. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: EQUIPMENT ANCHORAGE INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOILS COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19. CONCRETE MIXTURES CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONCRETE MIXTURES fc (PSI) TEST AGE (DAYS) EXPOSURE CLASS USE 4,000 28 F1 SO WO C1 SLAB -ON -GRADE, CURBS AND PADS, FOUNDATIONS MAX WATER/CEMENT RATIO SHALL BE 0.45. WATER -REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CaCl2 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL RATIO AND/OR WATER CONTENT IF SHOWN ABOVE OR IN ACI 318 TABLE 19.3.2.1 FOR THE EXPOSURE CLASSES LISTED. FIELD -MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED. AIR -ENTRAINING AGENTS SHALL CONFORM TO ASTM C 260. THE AMOUNT OF ENTRAINED AIR SHALL BE ACCORDING TO ACI 318 TABLE 19.3.3.1 WITH A FIELD TOLERANCE OF ±1.5 PERCENT BY VOLUME. THE AMOUNT OF ENTRAINED AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318, CHAPTER 19. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. REINFORCING STEEL DEFORMED BARS ADHESIVE REINFORCING DOWELS (ARD) ASTM A 615, GRADE 60 ASTM A 615, GRADE 60 ADHESIVE AS REQUIRED PER POST -INSTALLED ANCHORS REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED IN ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE: USE NONSTRUCTURAL SLAB -ON -GRADE FOOTING, BOTTOM BARS TOP BARS SIDE BARS ANCHORS COVER MID -DEPTH 3" (CAST AGAINST EARTH) 1 1/2" 2" POST -INSTALLED ANCHORS PROVIDE POST -INSTALLED ANCHORS PER THE FOLLOWING SCHEDULE, OR APPROVED EQUAL, UNLESS NOTED OTHERWISE: ANCHORS IN CONCRETE ANCHOR TYPE APPROVED ANCHOR(S) EVALUATION REPORT ADHESIVE HILTI HIT HY200 ESR-3187 USE OF ALTERNATE PRODUCTS, OR OF POST -INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE OR UNCRACKED, FULLY GROUTED REINFORCED CONCRETE MASONRY UNITS. WHERE ANCHORS RESIST SEISMIC LOADS, SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS. ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 DAYS AS REQUIRED BY ACI 318. COLD FORMED STEEL REFERENCE STANDARDS IBC CHAPTER 22, SECTIONS 2210 AND 2211. AISI S100 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" AISI S240 "NORTH AMERICAN SPECIFICATION FOR COLD -FORMED STEEL STRUCTURAL FRAMING" SUBMITTALS SUBMIT PRODUCT DATA AND PROOF OF ICC-ES OR IAPMO UES APPROVAL FOR FRAMING MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2015 IBC. ALTERNATE MATERIALS WITH EQUIVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. FRAMING MEMBERS COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P. MATERIALS STUDS AND TRACK SLOTTED DEFLECTION AND DRIFT TRACK MISCELLANEOUS SHAPES (STRIPS, SHEETS, ANGLES, BRIDGING) SHEET METAL SCREWS ASTM A 1003, TYPE H 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 SCAFCO STANDARD SLOTTED DEFLECTION TRACK WITH STANDARD WEB SLOT CONFIGURATION, IAPMO UES-0283, OR APPROVED EQUAL ASTM A 653, GRADE 50 ASTM C 1513 FRAMING FASTENERS GRABBER WAFER HEAD, OR APPROVED EQUAL SHEET METAL SCREWS FASTENERS SHALL BE SELF -DRILLING AND SHALL EXTEND THROUGH THE CONNECTION WITH A MINIMUM OF 3 EXPOSED THREADS. GALVANIZING GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. COLD -FORMED STEEL ANCHORS TO CONCRETE AND STEEL WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE. USE OF ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2015 IBC. REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS. COLD -FORMED STEEL ANCHORS TO CONCRETE AND STEEL APPLICATION PRODUCT DIAMETER LENGTH MIN EDGE DISTANCE MIN SPACING EVALUATION REPORT CONCRETE SCREW ANCHOR SIMPSON TITEN HD 3/8" 2 1/2" 2 3/4" 3" ICC-ES ESR-2713 STUD PUNCHOUTS STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM. THE FIRST PUNCHOUT SHALL BE A MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD. FIELD CUTS AND NOTCHES FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN EXTERIOR WALL COLD - FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE DIRECTION FROM THE ARCHITECT PRIOR TO CUTTING. 7/?2s9 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 2018 City of Tukwila BUILDING DIVISION C \I 65 �o1 PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: E. LOFTHUS APPROVED. DRAWN: B. MEZZETTI CHECKED BY S. ROBERTS PROJECT NO: 1129642 CHECKED BY CONTRACT NO: King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS STRUCTURAL NOTES DATE: 08/16/2018 DRAWING NO: S0.01 SHEET NO: OF E00455E16 1`� STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING TABLE 1 - REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS SYSTEM OR MATERIAL INSPECTION REMARKS IBC CODE CODE OR STANDARE FREQUENCY (NOTE 6) REFERENCE I REFERENCE CONTINUOUS PERIODIC SOILS VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. TB 1705.E 1705.6 - X BY THE GEOTECHNICAL ENGINEER VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. - X PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. - X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X - PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - X TABLE 2 - REQUIRED SPECIAL INSPECTIONS STRUCTURAL INSPECTION SYSTEM OR MATERIAL IBC CODE CODE OR STANDARL FREQUENCY (NOTE 6) REMARKS REFERENCE REFERENCE CONTINUOUS PERIODIC CONCRETE INSPECT REINFORCEMENT AND VERIFY TB 1705.3(1) ACI 318: 20, 25.2-25.3, TOLERANCE AND REINFORCING PLACEMENT PLACEMENT. 1705.3 1908.4 26.6.1-26.6.3, 26.8, 26.13.3 - X PER ACI 318: 26.E INSPECT ANCHORS CAST IN CONCRETE WAC 51-50-1705 ACI 318 17.8.2 - X ALL ANCHORS SHALL BE VISUALLY INSPECTED INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS: ADHESIVE ANCHORS AND ADHESIVE ACI 355.4 REINFORCING DOWELS INSTALLED IN ICC/IAPMO REFER TO ANCHOR CALLOUTS FOR HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TB 1705.3 (4.a) EVALUATION REPORT ACI 318: 17.8.2.4, X - SUSTAINED TENSION ST DESIGNATION ( ) TENSION LOADS. 26.13.3 ACI 355.4 MECHANICAL ANCHORS, ADHESIVE ICC/IAPMO ANCHORS, AND ADHESIVE REINFORCING TB 1705.3 (4.b) EVALUATION REPORT ALL ANCHORS SHALL BE VISUALLY INSPECTED DOWELS NOT DEFINED ABOVE. ACI 318: 17.8.2, (NOTE 7) 26.13.3 TB 1705.3(5) VERIFY USE OF REQUIRED DESIGN MIX. 1705.3 1904 ACI 318: 19, X - 1908.2 26.4.3-26.4.4, 26.13.3- 1908.3 PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM ASTM C 172 SLUMP AND AIR CONTENT TESTS, AND TB 1705.3(6) ASTM C 31 X - - DETERMINE THE TEMPERATURE OF THE 1908.10 ACI 318: 26.4, 26.12 CONCRETE. VERIFY CURING METHOD AND DURATION OF CURING FOR EACH MEMBER. - ACI 318: 26.13.3.3(b) - X - PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE kPff TABLE 3 - REQUIRED STRUCTURAL TESTING SYSTEM OR MATERIAL TESTING REMARKS IBC CODE CODE OR STANDARD FREQUENCY REFERENCE REFERENCE I CONTINUOUS PERIODIC GEOTECHNICAL FILL IN -PLACE DENSITY OR PREPARED SUBGRADE DENSITY 1705.6 VARIES; MINIMUM PER IBC APPENDIX J107.5 - X BY THE GEOTECHNICAL ENGINEER MATERIAL VERIFICATION VARIES; CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS - X BY THE GEOTECHNICAL ENGINEER CONCRETE COMPOSITE SAMPLES 1903 1705.3 ASTM C 172 ACI 318: 26.12 ONE SAMPLE FOR EA 150 CY NOR LESS THAN 5,000 SQ FT OF SLABS AND WALLS, ONE SET PER DAY MIN OBTAIN WHEN FRESH CONCRETE IS PLACED FOR EACH MIX DESIGN USED CONCRETE STRENGTH, UNO ASTM C 39 ACI 318: 26.12 EACH SAMPLE: 1 CYL - 7 DAYS 3 CYL - TEST AGE 1 CYL - HOLD (NOTE 9) REFER TO GENERAL NOTES FOR TEST AGE. FOR 6 BY 12-INCH CYLINDERS, 2 CYLINDERS AT TEST AGE IS PERMITTED. CYL = CYLINDER CONCRETE SLUMP ASTM C 143 ONE TEST PER COMPOSITE SAMPLE AT POINT OF PLACEMENT CONCRETE AIR CONTENT ASTM C 231 ONE TEST PER COMPOSITE SAMPLE MIN ONE PER DAY CONCRETE TEMPERATURE ASTM C 1064 ONE TEST PER COMPOSITE SAMPLE ONE TEST PER HOUR WHEN AIR TEMP IS BELOW 40 DEG F OR ABOVE 80 DEG F 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED E. LOFTHUS APPROVED: DRAWN: B. MEZZETTI CHECKED BY S. ROBERTS PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 King County Department of Transportation REVIEWED tOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION /e-a2sy METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS STATEMENT OF SPECIAL INSPECTIONS DATE: 08/16/2018 DRAWING NO: S0.02 SHEET NO: OF STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING - CONTINUED M (13 0 O co -J 0) 0 U f/) a) 0 = m O 4) m -c U co • cy) N 19 00 „-.;m co t W (n co o w Dax� W CO a CO STATEMENT OF SPECIAL INSPECTION AND TESTING NOTES: 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE (IBC) AND THE REFERENCE CODES AND STANDARDS LISTED IN NOTE 2. REFER TO TABLES 1 AND 2 FOR SPECIAL INSPECTION AND TABLES 3 AND 4 FOR TESTING REQUIREMENTS. 2. REFERENCE CODES AND STANDARDS ARE AS FOLLOWS: IBC 2015 ACI 318-14 3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED QUALIFIED TESTING AND INSPECTING AGENCY MEETING THE REQUIREMENTS OF ASTM E 329 (MATERIALS), ASTM D 3740 (SOILS), ASTM C 1077 (CONCRETE), AND ASTM E 543 (NON-DESTRUCTIVE). THE TESTING AND INSPECTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER AND ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL. 4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. ISSUES REQUIRING IMMEDIATE CORRECTIVE ACTIONS OR ENGINEERING INPUT ARE TO BE BROUGHT TO THE ENGINEER'S ATTENTION IMMEDIATELY UPON DISCOVERY. 5. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, AND OWNER. THE TESTING AND INSPECTING AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. 6. CONTINUOUS SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT WHEN AND WHERE THE WORK TO BE INSPECTED IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION: SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. 7 WHERE PERIODIC INSPECTION IS ALLOWED IN ACCORDANCE WITH THE ANCHOR ICC/IAPMO EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS: - FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE, ANCHOR DIMENSIONS, ANCHOR SPACING AND EDGE DISTANCE. - INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. - SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED. 8. OBSERVE: OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS. PERFORM: PERFORM THESE TASKS FOR EACH ELEMENT. 9. INDICATED CONCRETE TESTING MEETS MINIMUM REQUIREMENTS FOR STRUCTURAL TESTING TO BE PROVIDED BY THE APPROVED QUALIFIED TESTING AND INSPECTING AGENCY. ADDITIONAL TESTING FOR CONSTRUCTION CONSIDERATIONS ARE NOT INDICATED AND SHALL BE DETERMINED BY THE CONTRACTOR AND PROVIDED AT CONTRACTOR'S EXPENSE. PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE kPff 0 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: E. LOFTHUS APPROVED: DRAWN: B. MEZZETTI CHECKED BY S. ROBERTS PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 1.41 King County Department of Transportation s/?.•23—y REVIEWED FOR CODE COMPLIANCE APPROVED OCT 1 ') 2018 City of Tukwila BUILDING DIVISION METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS STATEMENT OF SPECIAL INSPECTIONS DATE 08/16/2018 DRAINING NO: S0.03 SHEET NO: OF VD IC( J owe (E) STUD WALL 0 0 CONC PAD PER 1/S5.01 O I i; L _J'.L__.- r-- i 1 1 t AT CEILING B 0 S5.01 BOLLARD PER 2/S5.01, SEE ARCH DRAWINGS FOR LOCATION x— NEW STUD WALLS: �/ 600S162-43 @ 16" OC S5.01 GARAGE FOUNDATION PLAN SCALE: 1/8"=1'-0" - - VREVIEVVED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION /?•alsoft9 0' 7'-1" 14'-2" SCALE: 1/8" =1'-0" f GiMIT CYOMITTAL 60% PROGRESS SUBMITTAL ow No 08/31/18 No. REVISION BY APP'D DATE kPff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: E. LOFTHUS APPROVED: DRAWN: B. MEZZETTI CHECKED BY S. ROBERTS PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 L43 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS GARAGE FOUNDATION PLAN DATE: 08/31 /18 DRAWING NO: S1.01 SHEET NO: OF 1', (E) TOPPING SLAB N (E) DOUBLE TEE #8 SCREWS, TYP #4 CONT, LAP SPLICE 24" AS REQ'D WALL SECTION SCALE: 1 1/2"=1-0" S1.01 PLAN NOTES: 1. THIS DETAIL IS ADAPTED FROM WSDOT STANDARD PLAN H-60.20-01. 2. REMOVE EXISTING SLAB ON GRADE AT BOLLARD LOCATION. CONC SCREW ANCHOR @ 16" OC T/SLAB L2 c U 54 M I L x 2 1/2" FLANGE SLOTTED DEFLECTION TRACK. LOCATE SCREWS IN MIDDLE OF SLOTTED TRACK HOLES STUDS PER PLAN, FULLY SEAT IN BOT TRACK W/ MAX 1/16" GAP 600T150-54 W/ CONC SCREW ANCHOR @ 32" OC 6" CONC CURB T/SLAB DRILL AND EPDXY #4 W/ STD HOOK @ 18" OC POST SAWCUT (E) SLAB T/SOG (E) TOPPING SLAB T/SLAB 6" x 1/4" DIAM. STEEL BAR — CONCRETE FOOTING SECTION A -A BOLLARD DETAIL SCALE: 1 1 /2"=1'-0" S1.01 1100000000000100' (E) DOUBLE TEE #8 SCREWS 600T150-54 1 1/2" MIN 4" MAX 11010001I01II00 11 SECTION SCALE: 1 1/2"=1-0" STEEL CAP PLATE - SEE FINISH NOTE A (NI 1 /8 V 6" LONG STUD SECTION W/ (4) #8 SCREWS TO STUD, TYP S1.01 1/2" REFLECTIVE TAPE, TYP STEEL PIPE, ASTM A 53, NPS 3 (3"NOM) SCHEDULE 80 - SEE FINISH NOTE A 1/2" REFLECTIVE TAPE, TYP 5/16" DRILLED HOLE FINISH NOTES: A. PAINT ASSEMBLY WITH A "HIGHLY VISIBLE" COLOR. (SAFETY YELLOW IS ACCEPTABLE) L2 STUDS PER PLAN r. _. _.._._._ _ _ _ _.._—_ _ __ ._-1 TOP OF EQUIPMENT PAD TO BE FLUSH WITH (E) SLAB ON GRADE SAWCUT (E) SLAB DRILL & EPDXY W/ 4" EMBEDMENT 2'-0", LAP AS REQ'D f 1" ELECTRICAL EQUIPMENT (E) SLAB ON GRADE T/SOG 0 r #4@ 12" OC EA WAY, TOP & BOT SUBGRADE PREP PER GEOTECH NOTES: 1. EQUIPMENT PAD SIZE TO BE 6" LARGER THAN BASE OF EQUIPMENT IN EACH DIRECTION, UNLESS NOTED OTHERWISE. COORDINATE EXACT SIZE AND LOCATION OF CURB AND PADS WITH EQUIPMENT PROVIDED. 2. REMOVE EXISTING SLAB ON GRADE AT EQUIPMENT PAD LOCATION. EQUIPMENT PAD DETAIL SCALE: 1 1/2"=1'-0" S1.01 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 10 2018 City of Tukwila BUILDING DIVISION PERMIT SUBMITTAL 08/16/18 No. REVISION BY APPD DATE kPff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone:206-883-9300 Fax: 206-883-9301 DESIGNED: E. LOFTHUS APPROVED: DRAWN: B. MEZZETTI CHECKED BY S. ROBERTS PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 Li41 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE GARAGE IMPROVEMENTS DETAILS DATE: 08/16/2018 DRAWING NO: S5.01 SHEET NO: OF 12- 141 A 8 C 1 2: 3 4 5 6 7 8 9 10, SLOPE UP 11 12 OVERALL FIRE PROTECTION PLAN SCALE: 3/64" = 1 '-0" FP 1 .01 13 SLOPE ON 14 t SLOPE UP 15 SLOPE ON 16 17 18 19 T__' /geg2Y9 PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE 08.18.18 S!CNfD 11 • FSi consulting engineers Seattle, Washington Solutions & Service kPff 1601 Sth Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax:206-883-9301 DESIGNED: MSS APPROVED: DRAWN: MSS CHECKED BY AWL PROJECT NO: 1129642 CHECKED BY BPR CONTRACT NO: E00455E16 L•4] King County Department of Transportation 20 A B B.7 c o 10 0 10 20 30 40 50 60 SCALE: 3/64"=1'-0" 8 F'°4 METRO TRANSIT DIVISION gpp'4tijy SOUTH INTERIM Bkaletiqz441910 GARAGE IMPROVEMENTS OVERALL FIRE PROTECTION PLAN DATE: 08/16/2018 DRAWING NO: FP1.01 SHEET NO: OF 13 (Gj 10 C PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE 12 08.16.18 S1LN68 EXISTING 1-1/2" DRY SPRINKLER BRANCH PIPE, TYP I ELECTRICAL MDF I I ENLARGED FIRE PROTECTION PLAN (71� SCALE: 3/16" = 1'-0" FP2.01 RI• FSi consulting engineers Seattle, Washington Solutions & Service i i i 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 EXISTING 4" DRY SPRINKLER PIPE DESIGNED: MSS APPROVED: DRAWN: MSS CHECKED BY AWL PROJECT NO: 1129642 CHECKED BY BPR CONTRACT NO: E00455E16 GENERAL NOTES 1. CONTRACTOR TO PROVIDE FLOW DATA FROM EXISTING HYDRANT. King County Department of Transportation 1 2 /08Palsmy CONSTRUCTION NOTES MODIFY EXISTING SPRINKLER HEAD LOCATIONS TO ACCOMMODATE ELECTRICAL AND MDF ROOM WALL. MODIFY EXISTING DRY SPRINKLER COVERAGE TO ACCOMMODATE ELECTRICAL ROOM AND MDF ROOM, ORDINARY HAZARD GROUP 1, .15 GPM AT 1500 SF. 2 4 6 8 10 12 14 SCALE: 3/16"=1'-0" METRO TRANSIT DIVISION SOUTH INTERIM BAsFpq?.T� GARAGE IMPROVEMENTS .. P �?)4 q,� �� N0 Q ENLARGED FIRE PROTECTION PLAN DATE: 08/16/2018 DRAWING NO: FP2.01 SHEET NO: OF 0 w w -J 0 -J 3 0 w 1.0 _-o vi c • E C = a> Y O am E AEG) ao A 2. so• � @gym g' n°r d 5 Ts c N O F CV S ao Y Q O f.L)w-cn � U- 0 a Cia�x2 PLAN ONE -LINE DIAGRAM CONTROL DIAGRAM DESCRIPTION PLAN ONE -LINE DIAGRAM CONTROL DIAGRAM DESCRIPTION PLAN DESCRIPTION • • • ® ® ® ® ® ® ® ® • ST PUSHBUTTON. N.O. SHOWN, LETTERS INDICATE: A -AUTO, DN-DOWN, FWD -FORWARD. H-HAND, LOS-LOCK OUT STOP, O-OFF, REV -REVERSE, ST-START, SP-STOP, T-TEST0 SELECTOR SWITCH, "A" POSITION SHOWN. ARROW, WHEN USED, INDICATES SPRING RETURN, X'S AND O'S TO RIGHT OF CONTACTS, WHEN USED, INDICATE CONTACT DEVELOPMENT. SELECTOR SWITCH SPEED SWITCH, N.C. SHOWN. CONTACT CLOSES AT PRESET SPEED. FLOAT SWITCH, N.C. SHOWN. CONTACT OPENS ON RISING LEVEL AT PRESET VALUE PRESSURE SWITCH, N.O. SHOWN. CONTACT CLOSES ON RISING PRESSURE AT PRESET VALUE. TEMPERATURE SWITCH OR THERMOSTAT N.C. SHOWN. CONTACT OPENS ON RISING TEMPERATURE AT PRESET VALUE LIMIT SWITCH, N.O. SHOWN. CONTACT CLOSES WHEN DEFLECTED FLOW SWITCH, N.O. SHOWN. CONTACT CLOSES ON INCREASING FLOW AT PRESET VALUE TORQUE SWITCH, N.O. SHOWN. CONTACT CLOSES ON INCREASING TORQUE AT PRESET VALUE RELAY AND DEVICE CONTACTS 0 �� 0 • ®• 75KW < < O----0 MOTOR, NUMBER INSIDE CIRCLE INDICATES HORSEPOWER. MOTOR NUMBER SHOWN EXTERNAL MOTOR WITH INTEGRAL CONTROLLER GENERATOR HEATER, NUMBER INDICATES KW DUCT HEATER MATING CONTACTS (DRAWOUT EQUIPMENT) THERMAL OVERLOAD HEATER DISCONNECT SWITCH (NON FUSED) DISCONNECT SWITCH (FUSED) COMBINATION MOTOR STARTER (NUMBER INDICATES NEMA STARTER SIZE) AUTOMATIC TRANSFER SWITCH SURGE ARRESTOR BUS CONNECTION (N=NEUTRAL, G=GROUND) CARTRIDGE FUSE AND FUSEHOLDER CARTRIDGE FUSE AND FUSEHOLDER W/BLOWN FUSE INDICATOR (120VAC) CARTRIDGE FUSE AND FUSEHOLDER W/BLOWN FUSE INDICATOR CIRCUIT BREAKER: 200A CURRENT SENSOR OR TRIP SETTING, 3 POLE SHOWN INDICATING LIGHT, LETTER INDICATES: R-RED, G-GREEN, A -AMBER, W-WHITE, B-BLUE GROUNDING DUPLEX RECEPTACLE VARIABLE FREQUENCY DEVICE TRANSFORMER CURRENT TRANSFORMER (NUMBERS INDICATE TRANSFORMER RATIO) POTENTIAL TRANSFORMER (NUMBERS INDICATE TRANSFORMER VOLTAGES) BATTERY, NUMBER INDICATES POTENTIAL RECTIFIER OR DIODE GROUND CONNECTION CONDUCTORS NOT CONNECTED CONDUCTORS CONNECTED MECHANICAL CONNECTION, INTERLOCKS EQUIPMENT ENCLOSURE/ BOUNDARY RESISTOR POTENTIOMETER SPECIAL PURPOSE RECEPTACLE. AS NOTED METER OR SWITCH, LETTER INDICATES: F-FREQUENCY METER, A -AMMETER, H-HOURMETER, PF-POWER FACTOR, T-TACHOMETER, V-VOLTMETER, VR-VARMETER, W-WATTMETER, VS -VOLTMETER SWITCH, AS -AMMETER SWITCH, DEM-DEMAND METER, KWH-WATTHOUR METER, (CIRCLE USED WITH METERS. SQUARE USED WITH SWITCHES) EQUIPMENT CONNECTION ELECTRICAL DEVICES; LETTERS INDICATE - HMI - HUMAN MACHINE INTERFACE, PQM - POWER QUALITY METER, PS - POWER SUPPLY, SPD - SURGE PROTECTION DEVICE AVAILABLE FAULT CURRENT CONDUIT CALLOUT. P=POWER, C=CONTROLS, S=SIGNAL, X=SUFFIX (VARIABLE), SEE CONDUIT SCHEDULE EQUIPMENT TAG DETAIL C P-ATS 301A OPEN 0 AUTO 0 CLOSE PNL333301 ►`� 75KW < �---O OLA� 0 0 < a DETAIL IDENTIFIER co E2 REFERENCE DRAWING NUMBER INSTRUMENT TYPE PER ISA HOA O INSTRUMENT IDENTIFIER O O 0 INSTRUMENT NUMBER LIGHT LINE INDICATED EXISTING ELECTRICAL OR EXISTING EQUIPMENT. LIGHT LINE MAY ALSO BE USED FOR DETAIL DRAWING CLARITY, HEAVY LINE INDICATED NEW WORK EXISTING WORK TO BE REMOVED GROUND ROD AND WELL GROUND BUS ARROW WITH ANY FIXTURE DENOTES ORIENTATION OF REFLECTOR OR DIRECTION OF MOUNTING LIGHTING FIXTURE IDENTIFIER. "A" -LIGHTING FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE. 8'6 MOUNTING HEIGHT TO BOTTOM OF FIXTURE. SURFACE MOUNTED IF NOT SPECIFIED. XX DENOTES THE FIXTURE WATTAGE. HORN TOGGLE SWITCH, LETTER REFERS TO CONTROLLED FIXTURES, 3-3 WAY, 4-4 WAY, M-MOTOR RATED, OCC-OCCUPANCY SENSOR, T-TIMER MOTOR PUSH BUTTON CONTROLLER EXTERIOR LUMINAIRE, POLE TOP MOUNTED EXTERIOR LUMINAIRE, SIGN FLOOD LIGHT LUMINAIRE, EMERGENCY DUAL HEAD WITH INTEGRAL BATTERY PACK WALL MOUNTED, EMERGENCY VIA LIGHTING UPS PHOTOELECTRIC CONTROL UNIT. WALL MOUNTED OCCUPANCY SENSOR. WALL MOUNTED LUMINAIRE, FLUORESCENT, LOWER CASE LETTER REFERS TO SWITCHED CIRCUIT LUMINAIRE, WALL MOUNT EXIT SIGN, ARROWS AND MOUNTING AS INDICATED DUPLEX RECEPTACLE, GROUNDING TYPE. SEE PANELBOARD SCHEDULE TELEPHONE CABINET CIRCUIT BREAKER PANELBOARD 208Y/120V OR 120/240V 480Y/277V EXPOSED CONDUIT CONCEALED CONDUIT, FLOOR OR WALL DUCT BANK CONCRETE ENCASED STEEL REINFORCED CONDUIT BENT UP OR TOWARD CONDUIT BENT DOWN OR AWAY GROUND WIRE WITH CADWELD CONNECTION PIGTAILED 18" ABOVE FINISHED FLOOR GROUND WIRE WITH CADWELD CONNECTION JUNCTION BOX MH-MANHOLE, HH-HANDHOLE, EV-ELECTRICAL VAULT OR PB-PULL BOX (NUMBER IDENTIFIES MANHOLE. HANDHOLE, ELECTRICAL VAULT OR PULL BOX) TERMINAL BOX, SIZE AS REQUIRED. _,,fir_: FLEXIBLE CORD OR CABLE ''' ` . C ;• OP T;'....,- �-;_,. FLEXIBLE METALLIC CONDUIT •,, HTR 0. (D.O • ,LJ `� • 1TR 0 °T° 1TR 1TRE p�-� ---- / v\ . © /I\\ `I►', 7 ►�� ® 0 O 0 O O • L1, �" • 0 O -- SEL DHTRI 1 /f� CH TT 8'-6" (A) XX - • G • O{�'}O O 200/3 0 • O X • n • • ICI • • • 1 1 • �• O 200 O O 1. ADLUMINAIRE, LETTERS & NUMBERS DESIGNATE DEVICE CONTROL DEVICE, LETTER INDICATES: CR-CONTROL RELAY, TR-TIME DELAY RELAY, CC -CLOSING COIL, TM -TIMER, TC-TRIP COIL. NUMBER IDENTIFIES RELAY NORMALLY OPEN WHICH CLOSES ON COIL ENERGIZATION NORMALLY CLOSED WHICH OPENS ON COIL ENERGIZATION M-MAGNETIC MOTOR STARTER, C-GENERAL USE CONTACTOR (NUMBER INDICATED NEMA SIZE) SV SOLENOID VALVE TIME DELAY CONTACTS O 0 \ • Q / 0 / • \ XIL Oa FO f ® I-"— — O T -J`J`-AJJO (-� TC 2 400:5 • 480:120 1;1 LETTERS & NUMBERS DESIGNATE DEVICE NORMALLY OPEN WITH TIME DELAY CLOSING (ON DELAY) NORMALLY CLOSED WITH TIME DELAY OPENING (ON DELAY) NORMALLY OPEN WITH TIME DELAY OPENING (OFF DELAY) NORMALLY CLOSED WITH TIME DELAY CLOSING (OFF DELAY) CONTROL PANEL D.C. SIGNALS CONTROL PANEL A.C. SIGNALS MCC D.C. SIGNALS MCC A.C. SIGNALS DEVICE D.C. SIGNALS DEVICE A.C. SIGNALS FIELD WIRING ENCLOSURE WIRING 1012vdc0 ---- O-4-0 _ - _ - _____01TR O -{- -{- %� LTv —f—G JQ 4 OR KWH DEM ® RES RES 4 KWH DE� AMAA 4 KWH DEMfs- HH I.ry T_ �� vs - 0�6 f �-- 2L1-1,3 PHASE/SWITCHLEG CONDUCTOR HOMERUN/CONDUIT ; `E-. -'•. ?;1 (; ,;.= i ;i:f GROUND CONDUCTOR NEUTRAL CONDUCTOR XXX go- -- 0-2s---9 PANEL AND CIRCUIT (EXAMPLE: PANELL / 2L1, CIRCUITS 1 AND 3 ��/// ) 12,345 > Or:0- 1261111bAltPff f w-/"~ ' 1601 5th Avenue, Suite 1600 Seattle, WA 98101 www.kpff.comIA DESIGNED:°It JAR APPROVED:METRO KingCounty Department of Transportation SOUTH TRANSIT INTERIM DIVISION BASE DATE 08/16/2018 PERMIT SUBMITTAL 08/16/18 DRAWN. GARAGE IMPROVEMENTS Sip R AC' �� CHECKED BY JAR PROJECT PROJECT N0 112964 TETRA 1420 www.tetratech.com Fifth Avenue, Suite H 600 LEGEND A f '.., ' I',q ��4, `,�'!�; N� ,A. ;. J,��O �' DRAR'ING NC. E0.01 fir Q V CHECKED BY CONTRACT N0: E00455E16 No. REVISION BY APP'D DATE//�/��, ` 1E_T NO OF XIS I(y Seattle. Washington 98101F Phone 206-883-9300 Fax: 206-883-9301 E1.10 i PERMIT SUBMITTAL No. alba ////// I � CO\ 26KV UG PRIMARY T/ / / / NG / A i1 O TEMPORARY POWER POLE. (TYP) OF 4 (TWO STORY W/ ROOF TOP AR K 11 Min /1/ /17---/r / /I / 11/ 1 1 / /1//1//)//// ./ ///I ------------==-------------------------- = ' -- -------- ---1 411.7744 -t ►III FO/COMM VAULT. x -fi - fltt- - --� � // I IIII SCL TRANSFORMER FOR `� `� Op - ---- PERMANENT POWER __ _ __ I III u.„ 480VAC SECONDARY ---------__ -- (f n �, i REVISION BY APP'D 08/16/18 DATE LANDSCAPING 8/I4/zol8 LANDSCAPP1NG 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 AIM IMP ///////!/T7/1/// i / / IMP T (#) KEY NOTES: PROVIDE OVER HEAD TEMPORARY SERVICE CONNECTION TO EXISTING GARAGE ELECTRICAL PANELS. 2. PROVIDE SCL TRANSFORMER. INTERCEPT EXISITING FIBER OPTIC AND COMMUNICATION RACE WAYS AND EXTEND TO MDF ROOM. 4. PROVIDE FIBER OPTIC AND COMMUNICATIONS VAULT. IMP //1////p///-..1_/ ISPHALT III I1 // // ,r /7-1-x /t- / / / / / / / / X-- X— _ —_ -- _--1 �/7//l7Tl-Z7/-7_/��-/_/ j//7// 7 K DESIGNED: JAR APPROVED 1"=20' DRAWN: KAF CHECKED BY JAR PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 141 King County Department of Transportation /1L72S9 • 'i_ t. luto PE+:MiT 0 10' 20' 40' p SCALE: 1:20_XREF METRO TRANSIT DIVISION SFA SOUTH INTERIM BAS.' Tq F GARAGE IMPROVEMENTS �Q J,�V.�4 ELECTRICAL SITE UTIL1I��'S DEMOLITION PLAN 12400 EAST MARGINAL WAY S DATE 08/16/2018 DRAWING NO: E1.00 SHEET NO. OF tri ( 2 E1.10 8 TYP 54ao' 25-0" 30%0' 3aA' 3a-0' 304' 3a4' 3a-0' 3a-0' 3a-0' 3a-0' 3a-0' 3a-0' 3a-0' Sam 3a-0• 2sa 2a-0' CR 0 10.-8" 21'-4" J Ir T _ I FI 42.-8" SCALE: 3/64" = 1'-0" TY P DI PT TYP TYP Z r'+� I L_J o TYP TYP o; +� I 0 L_-_J h�J GARAGE 1ST FLOOR PLAN SCALE: 3/64"=1'-0" T e r-- • I GARAGE 1ST FLOOR NW STAIRS PLAN SCALE: 1/4"=1'-0" PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'0 DATE 3 l_—J < Ii L__J rT I r 11 - L__ GARAGE 1ST FLOOR NE STAIRS 8/l(/Z018 PLAN (3 SCALE: 1 /4"=1'-0" V kpff 8 n E1.12 rT 1 r 0 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle. Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: JAR I' 8 11 APPROVED: DRAWN: KAF J 0 ---LJ r CHECKED BY JAR PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 • -1 0 King County Department of Transportation Li L NOTES i E1.10 ALL WORK SHOW IS TYPICAL FOR ALL FLOORS OF GARAGE. (7)t KEY NOTES: 1. PROVIDE DAYLIGHT SENSOR CONTROLLED POWER TO PERIMETER LIGHT FIXTURES. 2. RELAMP ALL LINEAR LIGHT FIXTURES WITH LED LAMPS . 3. REPLACE STAIR WELL EXIT SIGNS AND LINEAR FIXTURES ON LANDING. REUSE EXISTING POWER CIRCUIT CONDUCTORS. 4. PROVIDE LIFE SAFETY POWER TO LIGHT FIXTURES AS NEEDED TO PROVIDE EGRESS LIGHTING. REPLACE CCTV CAMERAS WITH NEW CCTV CAMERAS. COMMUNICATIONS ROUTED TO MDF ROOM WALL MOUNTED RACK. PROVIDE EMERGENCY CALL SATIONS AND ETHERNET COMMUNICATION ROUTED BACK TO SWITCH IN MDF ROOM. EXISTING FIRE ALARM AND DETECTION SYSTEMS TO BE LEFT IN PLACE. PROVIDE DOOR ACCESS CONTROLS AND COMMUNICATION ROUTED BACK TO SWITCH IN MDF ROOM. 9. PROVIDE POWER CONNECTION TO ROLL UP GATES. 10. PROVIDE POWER TO LEVEL 2 VEHICLE CHARGER.S.-.ERoM _. VEHICLE CHARGERS PANEL•. • : b/?• 02S9 METRO TRANSIT DIVISION SOUTH INTERIM BA GARAGE IMPROVEMENTS GARAGE 1ST FLO POWER PLAN vi) li CLitrl tu r•r DATE: 08/16/2018 RAWING NO: E1.10 SHEET NO: OF X t-1 /9 Op / I2 1 1 `1, NI 1 1 1_1 II - PORTABLE GENSET CONNECTION FIBER AND COMM SERVICE EXTENSION UTILITY SECONDARY Op NORMAL PWR DIST VAULT PARKING GARAGE ELECTRICAL PLAN (1h SCALE: 3/16" =1'-0" PERMIT SUBMITTAL 08/16/18 No. REVISION BY APP'D DATE - 2/E1.12 MATCH LINE Ik / /i / ` 1 / f I/ /1 /I/ / r 1 t-H-i I I 1 //I I / 1 1 11 1/ / // I 1 1 1 I I / / / .// ` / 1-1— r1---7i % // \ 1 t-----_�,/ //// //---I— / / / / / / / / / --- T / / / / / / / / WATT-HOUR / // // METER / / / / / / / / / GEN SWBD CT ENCLOSURE AND METER BASE TEMPORARY POWER SERVICE DISCONNECT TEMPORARY SERVICE POWER POLE TEMPORARY 480V UTILITY SECONDARY ROUTED ON POLES 8/i(/zOi8 r E L- -L L- C U FR PLYWOOD BACKBOARD ON (4) WALLS (TYP) ROOM GROUNDING BUS BAR kPff —O GENERATOR LIFE -SAFETY DIST. VAULT ESSENTIAL PWR DIST. VAULT FIBER AND COMM DIST. VAULT 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: JAR APPROVED: 0 0 0 VEHICLE CHARGER PANEL ELEC (E) f H-1 L I T 15KVA 15KVA T DRAWN: KAF CHECKED BY JAR PROJECT NO: 1129642 CHECKED BY CONTRACT NO: E00455E16 c) KEY NOTES: 1. PROVIDE VAULTS FOR NORMAL POWER, LIFE-SAFTEY POWER, ESSENTIAL POWER AND COMMUNICATIONS DISTRIBUTION. 2. PROVIDE POLE MOUNT METER BASE AND TEMPORARY POWER SERVICE DISCONNECT. 3. PROVIDE 15KVA TRANSFORMERS FOR LIFE -SAFETY AND ESSENTIAL PANELS. PROVIDE LIFE -SAFETY AND ESSENTIAL POWER PANELS. 4. PROVIDE 150KVA TRANSFORMER AND VEHICLE CHARGER PANEL. 5. PROVIDE SERVICE SWITCH BOARD AND GENERATOR CONNECTION TO DISTRIBUTE NORMAL POWER. 6. PROVIDE GENERATOR SWITCH BOARD. 7. PROVIDE TEMPORARY POWER TO EXISTING POWER PANELS. IN LATER CONSTRUCTION PHASES POWER TO BE ROUTED FROM FROM SERVICE SWITCH BOARD. 8. PROVIDE MDF ROOM PANEL. 9. PROVIDE FOUR ENCLOSED DATA RACKS. 10. PROVIDE ROOM GROUNDING BUS BAR AND FR PLYWOOD BACKING BOARD. 0 0 0 0 T ATS1I 150KVA ATS 2 ELEC (N) ESHG LSHG (MSSB) I+ 111 ' ' 1 2/E1.12 MATCH LINE PARKING GARAGE ELECTRICAL PLAN SCALE: 3/16" =1'-0" King County Department of Transportation Ik / � /d''0254 MDF Tit ENCLOSED DATA RACK - OH CABLE TRAY (TYP) FR PLYWOOD BACKBOARD ON (4) WALLS (TYP) ROOM GROUNDING BUS BAR 0 24' 48' 96' SCALE: 3/16" = 1'-0" METRO TRANSIT DIVISION Sp SOUTH INTERIM BAS 1147 GARAGE IMPROVEMENTS 6z.:; 'SQ1/4/V GARAGE ELECTRICA ROOM PLAN 12400 EAST MARGINAL WAY S. DATE'. 08/16/2018 AWING NO: E1.12 SHEET NO: OF X id GEN-1 -200KW (ESTIMATED) PERMIT SUBMITTAL 2 SETS - 4"PVC40. SCL TO PROVIDE MV CABLES —� 5 SETS - 4"PVC40, 3#400KCMIL, 1#400KCMIL N PROVIDE 1 SPARE 4" PVC40 C.O. GENERATOR DISTRIBUTION PNL ( 400/3 400A BUS 1 1 150/3 0 250/3 GDPA I 1 AUTO LOAD SHED ATS 1 (LI FE-SAFETY BRANCH) 100A 4P REMOTE .- METER KWH BASE DEM SCL WATER BUILDING PIPE STEEL 750KVA (MAX) 26KV:480Y/277V 1600:5 1600/3 SERVICE DISC LSIG r; 100/3 1600A BUS 250/3 0 250/3 ATS 2 (ESSENTIAL BRANCH) 250A 4P EA SA i T4 El S1 T3 08/16/18 No. REVISION BY APP'D DATE TO VEHICLE MAINTENANCE BUILDING TO OPERATIONS BUILDING 8/16/Z018 T2 150KVA Y 480V:208Y/120V NLG2 VEHICLE CHARGERS ONELINE DIAGRAM DETAIL (A� SCALE: NTS E5.00 400A PORTABLE GENSET (INLET) 2 SETS 4"C., 3#3/OAWG. 1 #3/0N, 1#3G EA. 400/3 SERVICE SWBD MSSB 1200A BUS T � 400/3 / 600/3 • 0 L PA I 1 REPLACE EQUIPMENT ID LABELS (TYP) E 800A 0 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH wwwtetratech. com 1420 Fifth Avenue. Suite 600 Seattle. Washington 98101 Phone: 206-883-9300 Fax 206-883-9301 T1 DESIGNED: JAR APPROVED: TO VEHICLE MAINTENANCE BUILDING TO OPERATIONS BUILDING DRAWN: KAF CHECKED BY JAR PROJECT NO 1129642 CHECKED BY CONTRACT NO: E00455E16 L43 King County Department of Transportation SCL CONTRACTOR TO PROVIDE CT CAN, METER BASE, RISER AND WEATHERHEADS AT TEMPORARY SERVICE POLE 400/3 400AF H L SCL POLE -MOUNT TRANSFORMER SCL TO PROVIDE OH SECONDARY CONDUCTORS SCL TO PROVIDE CT AND METERING EQUIPMENT CONTRACTOR TO PROVIDE SERVICE DISCONNECT AT TEMPORARY POLE CONTRACTOR TO PROVIDE HAND -HOLE TO INTERCEPT EXISTING UG RACEWAYS TO PANEL H EXISTING 400A PNL 480Y/277V WITH MCB EXISTING 15KVA 480:208Y/120V EXISTING 125A PNL 208Y/120V ONE -LINE TEMPORARY GARAGE: P,.6\AttR DETAIL (B SCALE: NTS E5.00 ti+k Y _. a METRO TRANSIT DIVISION SOUTH INTERIM BASEF9,q' It, GARAGE IMPROVEMENTS hN /1,q RED J a� �0 ONELINE ° DATE: 08/16/2018 PIING NO: E5.00 SHEET NO: OF