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Home My WebLink AboutPermit D18-0383 - KING COUNTY METRO TRANSIT - TEMPORARY STAIRS AND ADA RAMPKING COUNTY METRO TRANSIT 12100 E MARGINAL WAY S D18-0383 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 7340600421 Permit Number: 12100 E MARGINAL WAY S Project Name: KING COUNTY METRO TRANSIT Issue Date: Permit Expires On: D18-0383 4/29/2019 10/26/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KING COUNTY -TRANSIT 201 S JACKSON ST #417 , SEATTLE, WA, 98104 JENNIFER LEE Phone: (206) 263-8272 201 S JACKSON ST M/S KSC-TR-0431 , SEATTLE, WA, 98104 GARY MERLINO CONSTR CO INC Phone: (206) 762-9125 9125 10TH AVE S , SEATTLE, WA, 98108-4612 GARYMCC150MW Expiration Date: EXEMPT: NO LENDER /BOND AS KING COUNTY DESCRIPTION OF WORK: INSTALL TEMPORARY STAIRS AND ADA RAMP ON KING COUNTY METRO TRANSIT SOUTH BASE PROPERTY PARCEL 7340600421 NORTHEAST OF EXISTING PARKING GARAGE ON KING COUNTY METRO TRANSIT SOUTH INTERIM BASE PARCEL 7340600480. THE STAIR/RAMP WILL BE PRIMARILY LOCATED ON THE SOUTH BASE PROPERTY BUT A PORTION OF THE STRUCTURE WILL BE LOCATED ON ADJACENT SOUTH INTERIM BASE PARCEL. THE STAIRS AND RAMP WILL PROVIDE A TEMPORARY PEDESTRIAN ROUTE BETWEEN THE TWO BASE PROPERTIES AND ACCESS TO THE EXISTING PARKING GARAGE. Project Valuation: $18,700.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $852.09 Occupancy per IBC: U Water District: 125 Sewer District: VALLEY VIEW,TUKWILA Current Codes adopted by the City of Tukwila: r� 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: Volumes: Cut: 0 Fill: 0 Number: 0 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law d ordinances governing this work will be complied with, whether specified herein or not. The granting of ts permit does not presume to give authority to violate or cancel the provisions of any other state or local la regulating construction or the performance of work. I am authorized to sign and obtain this development p mit and ...:re: to the • •'tions attached to this permit. �j Signature: r 14 Date: Print Name: IF This per the work become null and void if the work is not commenced within 180 days for the date of issuance, or if spended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: All wood to remain in placed concrete shall be treated wood. 8: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 0201 FOOTING 0409 FRAMING CITY OF TUKLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1 1 " O 38 ,3 Project No. Date Application Accepted: i /5 I ar 49 (5(15 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: 12100 & 12400 E Marginal Way S King Co Assessor's Tax No.: 7340600421;7340600480 Suite Number: Floor: Tenant Name: N/A Owner occupied - King County Metro Transit New Tenant: ❑ Yes ❑ ..No 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 Company Name: Architect Name: Marcel Bodsky Address: Address: 1420 Fifth Avenue City: Seattle State: WA City: State: 883-9301 Zip: Phone: Fax: Phone: Fax: Contr Reg No.: Email: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh ARCHITECT OF RECORD Name: Exempt: No Lender/Bond as King County is Company Name: Tetra. Tech Company Name: 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 State: ENGINEER OF RECORD Name: Exempt: No Lender/Bond as King County is Address: large, stable, public entity Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Exempt: No Lender/Bond as King County is Address: large, stable, public entity City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION 206-431-3670 Aoki Valuation of Project (contractor's bid price): $ 18,700 Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Install temporary stairs and ADA ramp on King County Metro Transit South Base property parcel 7340600421 northeast of existing parking garage on King County Metro Transit South Interim Base parcel 7340600480. The stair/ramp will be primarily located on the South Base property but a portion of the structure will be located on adjacent South Interim Base parcel. The stairs and ramp will provide a temporary pedestrian route between the two base properties and access to the existing parking garage. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 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:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 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:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: L SZR� Date: 12/05/2018 Print Name: Jennifer Lee, Real Property King County Day Telephone: (206) 263-8272 Mailing Address: 201 S Jackson St. mailstop: KSC-TR-0431 Seattle WA 98104 City State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $852.09 D18-0383 Address: 12100 E MARGINAL WAY 5 - Apn: 7340600421 $852.09 Credit Card Fee $24.82 Credit Card Fee R000.369.908.00.00 0.00 $24.82 DEVELOPMENT $803.67 PERMIT FEE R000.322.100.00.00 0.00 $471.92 PLAN CHECK FEE R000.345.830.00.00 0.00 $306.75 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $23.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15973 R000.322.900.04.00 0.00 $23.60 $852.09 Date Paid: Wednesday, December 05, 2018 Paid By: JENNIFER LEE Pay Method: CREDIT CARD 081647 Printed: Wednesday, December 05, 2018 12:51 1 of 1 PM SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 12/05/2018 12:50:54 PM CREDIT CARD SALE VISA CARD NUMBER: **********9392 K TRAN AMOUNT: $852.09 APPROVAL CD: 081647 RECORD #: 000 CLERK ID: Laurie Thank you! Customer Copy Page 2 of 2 http s: //classic. convergepay. com/V irtualMerchant/transaction. do?di spatchMethod=printTra... 12/5/2018 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 163 Project h 1 ik ‘011i t) et thi A , Type of Inspection: Add ss: /2/00 2 Aga te/At. 4) Date Called: •4 Special Instructions: D e Wanted: .-27 19 ,.. a.m. p.m. Requester: /Orr Phone N206 31/3‘21/43 Approved per applicable codes. El Corrections required prior to approval. MMENTS: Inspector: Date: C5=-2,4) n REINSPECTIO FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • PERMIT COORD COP'S PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0383 DATE: 12/5/18 PROJECT NAME: KING COUNTY METRO TRANSIT SITE ADDRESS: 12100 E MARGINAL WAY S X Original Plan Submittal Revision # Response to Correction Letter # DEPARTMENTS: S Auk )-Vt9 Building Division Public Worlfs N/4 Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 12/06/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 1/03/19 Approved Corrections Required ❑ Approved with Conditions ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 GARY MERLINO CONST CO INC. Home Espanol Contact Safety & Health Claims & Insurance CIliii Washington State Department of Labor & Industries • Search L&1 Page 1 of 4 A-% Index Help Ma 1,&i Workplace Rights Trades & Licensing GARY MERLINO CONST CO INC Owner or tradesperson Principals MERLINO, GARY MARIO, PRESIDENT OLIVER, CHARLES HARLAN, VICE PRESIDENT JUSTUS, ARIANE MARIE, SECRETARY RAYMOND, DANIEL L, TREASURER WESTEREN, ANITA, MEMBER (End: 01/25/2011) MERLINO, DONALD, MEMBER (End: 01/25/2011) Doing business as GARY MERLINO CONST CO INC WA UBI No. 600 584 952 912510TH AVE S SEATTLE, WA 98108 206-762-9125 KING County Business type Corporation Goveming persons GARY MARIO MERLINO DONALD JOSEPH MERL►NO; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. GARYMCC150MW Effective — expiration 07/16/1985— 02/14/2021 Bond TRAVELERS CAS & SURETY CO Bond account no. 103636811 $12,000.00 Received by L&I Effective date 02/14/2002 12/31/2001 Expiration date Until Canceled Insurance Valley Forge Ins Co Policy no. 5095631718 $1,000,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600584952&LIC=GARYMCC 150MW&SAW= 4/29/2019 GARY MERLINO CONST CO INC Ank Received by L&I 01128/2019 Effective date 0113112016 Expiration date 0113112020 0 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 700,271-00 Doing business as GARY MERLINO CONSTRUCTION CO Estimated workers reported NIA L&I account contact (360)902-4817 Track this contractor Self Insured. This business is certified to cover Its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been Issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 03/27/2019 Inspection no. 317953243 Location 2615 25th Ave S Seattle, WA 98144 Inspection results date 11/07/2018 Inspection no. 317951358 Location 19 and THomas SeatUe, WA 98108 No violations No violations Page 2 of 4 Inspection results date 11/07/2018 No violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=6005849528€LIC=GARYMCC 150MW&SAW= 4/29/2019 i 3 E: o .;4 o u) 0 cv o -J • CO — 1--' tzn x Q. W c N co c ci0 - m O 2i • z Lu > m a S`' o 3 2 y m cg m E • E rn • Ch • 0 1-7 - N t1J m • o 0 O 00 ( oma M 113W pj W TYPICAL SECTION AND DETAIL REFERENCING SYSTEM DRAWING NUMBERING SYSTEM KEY: LOCATION MAP (1) THE SECTION IS CUT ON DRAWING A101: SECTION LETTER ELEVATION LETTER DRAWING ON WHICH SECTION/ELEVATION APPEARS. DISCIPLINE G GENERAL C CIVIL CD CIVIL DEMOLITION L LANDSCAPE A ARCHITECTURE E ELECTRICAL ED ELECTRICAL DEMOLITION S STRUCTURAL M MECHANICAL FP FIRE PROTECTION P PARKING DESIGNATED CATEGORY 0 GENERAL 1 PLANS 2 ELEVATIONS 3 SECTIONS 4 ENLARGED PLANS 5 DETAILS 6 SCHEDULES & DIAGRAMS (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: SECTION LETTER AREA LOCATION (FOR PROJECTS WITH MULTIPLE LOCATIONS) EXISTING GARAGE SECTION SCALE: (3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. DISCIPLINE DESIGNATOR SEPARATOR SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY 0' 60' 120' SCALE: 1 "=120' VICINITY MAP NOT TO SCALE ABBREVIATIONS: GENERAL NOTES PROJECT DESCRIPTION KENMORE BOTHELL • SNOHOMISH CO. KING CO. REFER ALSO TO THE SPECIFIC ABBREVIATIONS LISTED WITHIN THE DRAWINGS OF EACH DISCIPLINE. THE FOLLOWING ABBREVIATIONS ARE APPLICABLE TO ALL DISCIPLINES: DUVALL REDMOND AFF ABOVE FINISH FLOOR INT 'MPH ASPHALT IN . BLDGBUILDING LF CB CLR CO COL CONC CONST CONT CATCH BASIN CLEAR CLEAN OUT COLUMN CONCRETE CONSTRUCTION CONTINUOUS INTERIOR INCH LINEAR FEET MAX MAXIMUM MECH MECHANICAL MIN MINIMUM N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE DEMOLITION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE AND THE CURRENT 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 'O. 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. AGENT: PROJECT DESCRIPTION: JENNIFER LEE 206.263.8272 201 S. JACKSON ST., MS KSC-TR-0431 SEATTLE, WA 98104-3856 Jennifer.Lee@KingCounty.gov INSTALL NEW WOOD -FRAMED SITE STAIR AND ADA RAMP BETWEEN THE EXISTING METRO SOUTH BUS; BASE AND THE PROPOSED SOUTH INTERIM BUS BASE. THE STAIR / RAMP WILL BE PRIMARILY LOCATED ON METRO'S SOUTH BASE BUT CROSSES THE COMMON PROPERTY LINE AND EXTENDS A FEW FEET INTO THE PROPOSED INTERIM BASE. THE RAMP STAIR WILL PROVIDE A TEMPORARY PEDESTRIAN ROUTE BETWEEN THE TWO BASES. DRAWING INDEX PERMIT DOCUMENTS SHEET DRAWING # DESCRIPTION 1 G0.01 GENERAL PROJECT INFORMATION & DRAWING INDEX 2 G0.02 SOUTH BASE OVERALL PLAN 3 A4.02 STAIR AND RAMP PLAN AND DETAILS 4 A4.03 STAIR AND RAMP DETAILS SITE SURVEY DRAWINGS (FOR REFERENCE ONLY) 5 5 OF ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY,' OFF SITE. PRESTON • SNOQUALM VASHON ISLAND DET DEMO DIM DN DWG DETAIL DEMOLISH DIMENSION DOWN DRAWING POLLUTION PREVENTION NOTES OC OPP ON CENTER OPPOSITE EA EACH ELEC ELECTRIC ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EXT EXTERIOR EXIST EXISTING PAV PR PT PAVING PAIR PRESSURE -TREATED 1. 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: REF REFERENCE REIN REINFORCING RM ROOM 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. PROJECT VICINITY 0 MAPLE VALLEY AUBURN • BLACK DIA OND FD FF FLR FTG FT GALV GALVANIZED FLOOR DRAIN FINISHED FLOOR FLOOR FOOTING FOOT SCHED SCHEDULE SECT SECTION SIM SIMILAR STD STANDARD STL STEEL PROJECT INFORMATION: ZONING: LEGAL DESCRIPTIONS: MIC REFER TO SURWEY REFERENCE DOCUMENTS FOR LEGAL DESCRIPTIONS. KING COUNTY TRANSIT FACILITIES - SOUTH BASE PROPERTY BOUNDARY PLANNING APPROVED • No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: M Sam Date: 12-4 0^1 REVISIONS No changes shail be made to the scope of work witnout prior approval of the . Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. FILE COPY • Permit No. Plan review approval is subject to errors ana omissions A.proval of construction documents does not autrt>ri the violation of any adopted code or Witt s ledged: ordinanc Recei;t o aper r -d Field Copy and Ego By: Oat City of Tukwila BUILDING DIVISION SEPARATE PERMIT REQUIRED -FOR: 3 ' Mechanical [Y Electrical Plumbing EH Gas Piping City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED if DEC 12 2018 gCity of Tukwila BUILDING DIVISION 3 RECEIVED CITY OF TUKWILA TO TOP OF TYP TYPICAL TACOMA • ALGONA • PACIFIC 0 KING CO. PIERCE C HR HOUR HT HEIGHT UTIL UTILITY VERT VERTICAL W WEST n n IFC SUBMITTAL 12/3/18 7006 REGISTERED ARC ITECT kPff M. MARCEL BODS STATE OF WASHI GT• 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com TETRA TECH No. REVISION BY APP'D DATE www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: MMB MMB DRAWN: TR TR South Interim Base 72400 E. Marginal Way S., Tukwila, WA APPROVED: CHECKED BY MMB MMB PROJECT NO: 1129642 CHECKED BY TL CONTRACT NO: King County Department of Transportation E00455E16 METRO TRANSIT DIVISION SOUTH INTERIM BASE TEMPORARY STAIR AND RAMP TO SOUTH BASE GENERAL PROJECT INFORMATION AND DRAWING INDEX DATE: 12/3/18 DEC 0 5 2018 "ERMl r CENTER DRAWING NO: SHEET NO: OF 1 4 0 GENERAL NOTES. 1., THIS DRAWNG IS INTENDED AS A KEY PLAN. REFER TO SHEET A4.02 FOR A DETAILED LAYOUT OF THE STAIR / RAMP WHICH WILL BE LOCATED ADJACENT TO THE NORTH- EAST CORNER OF THE EXISTING PARKING GARAGE WHICH IS LOCATED ON THE ADJACENT PROPERTY IMMEDIATELY TO THE SOUTH: BOTH PARCELS ARE OWNED BY KING COUNTY. NOTE THAT THE STAIR / RAMP WILL BE PRIMARILY LOCATED ON THE SOUTH BASE SITE BUT A PORTION OF THE STRUCTURE WILL BE LOCATED ON THE ADJACENT PARCEL. COMPONENT SUPPLY CENTER T ENVIRONMENTAL PROTECTION 4T" /r OPERATIONS/ MAINTENANCE FOLLOW EROSION PREVENTION AND SEDIMENT CONTROLS DESCRIBED IN THE KING COUNTY SURFACE WATER DESIGN MANUAL AND REQUIREMENTS OF THE CITY OF TUKWILA. INSTALL AND MAINTAIN CATCH BASIN DRAIN FABRIC SEDIMENTATION INSERTS AT ALL CATCH BASINS SERVING THE AREA OF WORK. REFER TO PLAN. USE TARPS WHEN EXCAVATING FOR POST FOOTINGS. EARTH NOT USED FOR BACKFILL CAN BE THINLY SPREAD ON SURFACE BETWEEN RETAINING WALL AND CURB AT EDGE OF PAVING. REMOVE ALL CONSTRUCTION DEBRIS AND LEGALLY DISPOSE. PROTECT EXISTING TREE ADJACENT TO NEW RAMPS. PRUNE ALL LIMBS PROTRUDING OVER RAMP TO A HEIGHT OF 9 FEET ABOVE RAMP SURFACE. pa G1 1\1-�Vv REVIEWED FOR CODE COMPLIANCE APPROVED DEC 12 2018 City of Tukwila BUILDING DIVISION 1 SOUTH BASE SITE PLAN_, SCALE: 1" = 60' 0' 30' 60' SCALE: 1" = 60' IFC SUBMITTAL 1213/18 REGISTERED ARC ITECT 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com DESIGNED: M MB APPROVED: TP DRAWN: BKT TR A No. REVISION BY APP'D DATE M. MARCEL BODS STATE OF , d �• TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 CHECKED BY MMB PROJECT NO: 1129642 CHECKED BY TL CONTRACT NO: E00455E16 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE TEMPORARY STAIR AND RAMP TO SOUTH BASE SOUTH BASE OVERALL PLAN DATE: 12/3/18 DRAWING NO: G0.02 SHEET NO: OF 2 4 RECEIVED CITY OF TUKWIL DEC 052018 PERMIT CENTER 1'-0" REFER TO DETAIL 3 THIS SHEET FOR STAIR TREAD DESIGN 1'-0" 1-1/2" GALV PIPE RAIL -RETURN TO POST TYP CIP CONC BASE @ END POSTS - REFER TO PLAN EXIST ASPHALT PAVING - SAW CUT FOR NEW LANDING EXISTING CURB - IF NEEDED SAW CUT CURB TO PROVIDE ACCESS FOR POST FOOTING 90% COMPACTED CRUSHED ROCK @ POSTS LOCATED IN SOIL AREAS TYP STAIR SECTION LOOKING NORTH 1/2„=1'-0" 0 1' SCALE: 1/2"=1'-0" Alico AINITAIII 1 raw.,...e.01,:.4r, pp* .4144" 1x2 BACKING 1x8 RISER w/ #8 1-1/2" WD SCREW @ 12" O.C. MIN 3x12 STRINGER EA SIDE ,/,,--- TYP TYP .STAIR TREAD DETAIL 1-1/2"=1'-0" 0 2" 4" 6" 8" 1' SCALE: 1-1/2"=1'-0" 3/4" "TUFF TREAD" NON -SLIP PLYWD w/ GALV STEEL 1-1/2" NOSING -Y2" RADIUS 2x12 PT TREAD SIMPSON TA10 STAIR ANGLE OR EQUAL - TYP EA END (2) 2x12 PT CARRIAGES SPACED EQUALLY IFC SUBMITTAL 12/3/18 No. REVISION BY APP'D DATE O 1 6'-0" 6'-0" 6'-O" 6'-O" 6'-0" 6'-0" 6'-0" no H 1�• EXIST! G ASPH. T SURF E EXISTI G CURB . 1'-0" GALV DIAMOND PLATE 3/16" x 18" x RAMP WIDTH HR RAMP @ 1:12 MAX SLOPE HR DN DN DN HR RAMP @ 1:12 MAX SLOPE HR LANDING LEVEL w/ TOP OF RETAINING WALL LANDING RELOCATE END FENCE POST HERE -REMOVE FABRIC & BARBED WIRE AT RAMP ENTRANCE - - --0— EXISTING LIGHT POLE PROTECT EXISTING TREE EXISTING RETAINING WALL AND FENCE EXISTING PLANTING AREA EXISTING ASPHALT SURFACE ,4/— EXISTING CONC CURB DESIGN LOADS: LIVE LOAD: 100 PSF DEAD LOAD: 15 PSF HANDRAIL: 150# (LATERAL) SOIL PRESSURE: 1,500 PSF (ALLOWABLE) NOTES: EXISTING GARAGE STAIR / RAMP PLAN SCALE: 1/4" = 1'-0" 0 2' 4' ADD ASPHALT AS R'QD / TO MAKE SMOOTH TRANSITION TO RAMP EXISTING ASPHALT SURFACE l � 1 12' SCALE: 1/4"= V-0" r 6'-0" N N X N 0- SIMPSON LSU I c -r 210 OR EQ TYP 0 a N N a N 1- 9- PT 2x6 @ E 16" O.C. TYP 0 v>" -< a 0 N 0 1 EXISTING GARAGE SAW CUT ASPHALT PAVING AND ADD 14"x14"x24" FLUSH CONC BASE w/ SIMPSON CB44HDG OR EQUAL w/ (2) Y2" DIAM GALV ANCHOR BOLTS @ STAIR & RAMP BOTTOM POSTS, TYP BOLTS TO RUN IN NORTH -SOUTH DIRECTION. EXISTING ASPHALT SURFACE THIS AREA CUT PT SHIMS IN JOIST LOCATIONS 6'-O" PIT 2x T 2� u 6'-0" PT 10 RIM TYP 10 RIM EXISTING PLANTING AREA TYP' PT 4x4 POSTS EA SIDE - BOLT TO (E) CONC RETAINING WALL EXISTING ASPHALT SURFACE FOUNDATION & FRAMING SCALE: 1/4" = 1'-0" 8, 12' 0 2' 4' SCALE: 1/4"=1'-0" kPff PT 6'-0" 2x10 RIM 2x10 RI I �n TYP EXISTING LIGHT POLE co 0 PROTECT EXISTING TREE EXISTING CONCRETE RETAINING WALL & FENCE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.Com TETRA TECH 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: MMB MMB 6'-0 U G 0 N EXISTING ASPHALT SURFACE o PT 2x6 416"O.C.TYP :O • ‚- L --J PT 4x4 ON 11 x11 x7 CONC POST BASE w/ INTEGRAL GALV STL TABS FOR THRU- O BOLTING, TYP APPROVED: DRAWN: TR MMB CHECKED BY TL MMB PROJECT NO: 1129642 CHECKED BY TL CONTRACT NO: E00455E16 EXISTING CONC CURB 30x30x12 90% COMPACTED CRUSHED ROCK @ POSTS LOCATED IN SOIL AREAS TYP King County Department of Transportation DESIGNED TO 2015 IBC, WA STATE BUILDING CODE STANDARDS FOR LUMBER LUMBER TO BE HEM -FIR, STANDARD & BETTER ALL LUMBER TO BE PRESERVATIVE -TREATED BY THE PRESSURE METHOD - ALL LUMBER IN CONTACT WITH THE PAVEMENT OR CONCRETE SHALL BE INCISED AND RATED FOR GROUND CONTACT. ALL FASTENERS SHALL BE GALVANIZED FIELD -TREAT ALL PT LUMBER CUT EDGES w/ MANUFACTURER'S RECOMMENDED PRODUCT. FRAMING CONNECTORS SHALL BE HOT DIPPED GALVANIZED AND RATED FOR EXPOSURE TO CONTACT WITH PRESERVATIVE -TREATED LUMBER. "SIMPSON" OR EQUAL JOIST HANGERS, BRACKETS AND POST BASES SHALL BE USED FOR ALL STRUCTURAL CONNECTIONS. DIAMOND PLATE AT BOTTOM OF RAMP TO HAVE BEVELED EDGES - SECURE PLATE THROUGH PLYWOOD TO SHIMS w/ COUNTERSUNK GALVANIZED SCREWS 12" O.C. @ PERIMETER. b1900 83 2x10 RIM SPLICE (4) 16d Y2" GALV CARRIAGE BOLT EA SIDE (2) SIMPSON DPTZ @ 5-1/2" APART OR EQ TYP RIM SPLICE DETAIL 1-1/2"=1'-0" 0 2" 4" 6" 8" 2' SCALE: 1-1/2"=1'-0" REVIEWED FOR CODE COMPLIANCE 3APPROVED DEC 12 2018 City of Tukwila BUILDING DIVISION METRO TRANSIT DIVISION SOUTH INTERIM BASE TEMPORARY STAIR AND RAMP TO SOUTH BASE STAIR AND RAMP PLAN & DETAILS RECEIVED CITY OF TIJKWILA DEC 0 5 2018 PERMIT CENTER DATE: 12/3/18 DRAWING NO: A4.02 SHEET NO: OF 3 4 i; KCSIBSL1FND.dwg; GS-MMB-WA.dwg; _MMB-SIG.dwg; 17002-04 E XP-TB- Temp Stair Ramp.dwg 2x6 PT TOP RAIL CAP @ 42" ABOVE WALK SURFACE 4" "TUFF TREAD" PLYWD w/ FACE GRAIN (NON -SLIP SURFACE) -INSTALL w/ #8 x 2-1/2" GALV SCREWS/@ 6" O.C. TO ALL SUPPORTS - OPTION: USE PLASTIC WOOD DECKING & USE JOIST SPACING OF 12" O.C. - SCREW EA DECK BOARD TO EVERY JOIST wl (2) #8 x 2-1/2" GALV SCREWS . PROVIDE PT 2x4 DIAG BRACING BETWEEN POSTS WHERE HEIGHT FROM BOTTOM OF PIER TO BOTTOM OF JOIST IS >18", TYP - USE (3) ROD COMMON NAILS AT EACH END . No. 36"MIN@ DECK RUNS 1-1/4" i.d. CONT SCHEDULE 40 GALV STL PIPE RAILING @ 35" ABOVE DECK - RETURN ENDS TO POST SUPPORT w/ GALV RAIL BRACKETS TO POSTS - USE (3) #10 GALV SCREWS TYPICAL 2x6 PT TOP RAIL CAP @ 42" ABOVE WALK SURFACE 2x4 PT RAILS EQ SPACE <4" SPACE BETWEEN 4x4 PT POST @ 6' O.C. UNLESS OTHERWISE INDICATED 1x4 TRIM, TYP 2x10 PT RIM JOIST w/ (2) Y2' DIAM x 7" GALV BOLTS EA POST PT 2x4 FULL LENGTH OF POST GANG NAIL (4) 16d GALV MIN 11x11x7 CONCRETE PIER BLOCK w/ GALV STANDOFF ANCHOR BOLT TO POST TYP EXISTING CURB @SOUTH RAMP TOP RAMP SECTION LOOKING WEST 112"=1'-0" 0 12" 24" 36" 48" 72" SCALE: 112"=1'-0 FILL IN ASPHALT AS NEEDED FOR SMOOTH TRANSITION SECTION AT RETAINING WALL 1/2"=1'-0" 0 12" EXISTING ASPALT 1190% COMPACTED CRUSHED ROCK AT PLYNTHS LOCATED ON SOILS, TYP 1-1/4" ID GALV PIPE RAIL RETURN TO POSTS PT 2x6 JOISTS @ 16" O.C. - ATTACH TO PT 2x10 RIM JOISTS w/ SIMPSON LUS26 ZMAX OR EQUAL 3/4" "TUFFTREAD" PLYWD SIMPSON HU210X HANGER w/ (8)Y4" x 1-3/4" TITEN 2 FASTENERS TO COMC OR EQ 4x4 PT POST EA SIDE BOLT TO (E) CONC RETAINING WALL w/ (2) 3/4 x 8 GALV EXP ANCHORS w/ 18" MIN BOLT SPACING GRADE (E) CONCRETE RETAINING WALL 24" 36" 48" SCALE: 1/2"=1'-0" 72" IFC SUBMITTAL 12/3/18 REVISION BY APP'D DATE TAPER PT 2x10 RIM JOISTS TO BEAR ON ASPHALT - TREAT CUT REPLACE JOISTS WITH PT SHIMS IN AREA INDICATED ON PLANS 3/4" "TUFF TREAD" PLYWD w/ FACE GRAIN (NON -SLIP) SURFACE - INSTALL w/ #8 x 2-1/2" GALV SCREWS @ 6" O.C. TO ALL SUPPORTS. COUNTERSINK FLAT HEAD & PLACE SCREWS NO CLOSET THAN %" FROM PANEL EDGE. PRIME AND PAINT ALL PANEL EDGES AND SAW CUTS. 1 1/4" i.d. CONT SCHEDULE 40 GALV STL PIPE RAILING TOP @ 35" ABOVE DECK - RETURN ENDS TO POSTS - SUPPORT w/ GALV RAIL BRACKETS @ POSTS - USE (3) #10 GALV SCREWS TYPICAL 2x6 PT TOP RAIL CAP @ 42" ABOVE WALK SURFACE 2x4 PT RAILS EQ SPACE <4" SPACE BETWEEN 4x4 PT POST @ 6' O.C. UNLESS OTHERWISE INDICATED PROVIDE 2x4 EA SIDE OF INSIDE CORNERS TO SUPPORT 2x4 RAIL INFILL EXISTING ASPALT SAW CUT ASPHALT PAVING AND ADD 14"x14"x24" FLUSH CONC BASE w/ SIMPSON CB44HDG OR EQUAL w/ (2) Y2" DIAM GALV ANCHOR BOLTS '@ STAIR & RAMP BOTTOM POSTS, TYP. BOLTS TO RUN IN NORTH -SOUTH DIRECTION. BOTTOM RAMP SECTION LOOKING NORTH 112=1-0 0 12" 24" 36" 48" 72" SCALE: 1/2"=1'-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: 208-883-9301 DESIGNED: MMB MB DRAWN: TR MMB CHECKED BY MMB TL CHECKED BY TL APPROVED: PROJECT NO: 1129642 CONTRACT NO: E00455E16 King County Department of Transportation 11x11x7 CONCRETE PIER BLOCK w/ GALV STANDOFF ANCHOR BOLT TO POST TYP REVIEWED FOR CODE COMPLIANCE .,L APPROVED DEC 12 2018 City of Tukwila BUILDING DIVISION METRO TRANSIT DIVISION SOUTH INTERIM BASE TEMPORARY STAIR AND RAMP TO SOUTH BASE STAIR- AND RAMP DETAILS RECEIVED CITY OF TUKWILA DEC 0 5 2018 PERMIT CENTER DATE: 12/3/18 DRAWING NO: A4.03 SHEET NO: OF 4 4 BOUNDARY PLAN 0 0 J 0 0 0 w m 0_ -o U m LL 0 0 0 0 0 0 u N) LO E N � 0 o m N N) • E L() 0 N 0 j N a) r) o 0 / 03 cn U 3 (1) N 1,7o N w12 > z 0 6 U w • w 0 / � J X 0_ UTILITIES PER NAV dd / DRAINAGE EASEMENT 11 PER DOCUMENT UNDER RECORDING NO. 20041101000177 A=68°33'09" R=1390.00 L=1663.09 T=947.35 CHD=N38°50'28"W 1565.65 EMW 13+00 c� N 184319.14 E 1281205.67 135.36, N07°29' 59 W .......... 1'8 49 SEE SCHEDULE B SPECIAL EXCEPTIONS (TYP) x GUIDEWAY EASEMENT PER DOCUMENT UNDER RECORDING NO. 20041101000177 DRAINAGE EASEMENT PER 11 DOCUMENT UNDER RECORDING / NO. 20041 1 01 0001 77 / THIS AREA NOT INCLUDED IN THE PARCEL. ITS OWNERSHIP IS UNKNOWN, BUT THE KING COUNTY ASSESSOR'S MAP SHOWS IT AS BEING A PORTION OF THIS PARCEL, NOT AS R/W ' R/7 0 w 0 W 6 _ x I �o Eoo z N .� z • 1si 123.54 d Not°24'18"Ww o 1a 4g_ 11 W N (V) COM ' 0 g E E. A ROINPL \10 (PUBLIC BHT of wAY) C�C RI CONDEMNATION IN KING COUNTY SUPERIOR COURT BY THE STATE OF WASHINGTON BY COURT CAUSE NO. 646846 NOTHING FOUND. COMPUTED LOCATION FROM SURVEY, VOL. 38-182. N 184221.75 E 1281174.17 / / , i COM d dd / / / tl TOTAL AREA = 880,057 S.F. 20.2032 ACRE 8'X30' TELECOMMUNICATION EASEMENT IN FAVOR OF U.S. WEST COMMUNICATIONS, INC., A COLORADO CORPORATION, PER DOCUMENT UNDER RECORIDNG NO. 9206041100 W x 0 o(0 00 '- �00 Z co 0 P No 0 0 CC 0 0 w cn J 0 0 lY m w 0 z 0 0 J 0 >W Cf) Li] w u) 0 w .z 0 Cr z0 0 0 07.9 N10°07 gg 50 A -2 9 w N11 18 4 , 47.53' CENTERLINE ANGLE POINT N 183429.26, E 1281332.72 „w FOR REFERENCE ONLY REVIEWED FOR CODE COMPLIANCE APPROVED r. . DEC 12 2018 ° • City of Tukwila BUILDING DIVISION SURVEY NOTES: 1. FULL RELIANCE HAS BEEN PLACED IN FIRST AMERICAN TITLE INSURANCE COMPANY REPORT UNDER ORDER NO. NCS-341596-WA1, DATED FEBRUARY 22, 2008 FOR LEGAL DESCRIPTION AND REVELATION OF EASEMENTS 2. A LEICA 3 -SECOND TOTAL STATION WAS USED FOR THIS SURVEY. A CLOSED TRAVERSE WAS RUN IN THE FIELD, EXCEEDING THE QUALITY STANDARDS REQUIRED PER WAC -332-130-090. 3. THIS PROPERTY HAS PHYSICAL ACCESS TO EAST MARGINAL WAY SOUTH SHOWN HEREON AS PUBLIC RIGHT-OF-WAY. 4. RIGHT OF WAY WIDTHS ARE PER ASSESSORS MAP. 5. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES 6. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. 7. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. NO EVIDENCE OR STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS, CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY. 8. THE PROPERTY BOUNDARIES SHOWN HEREON ARE IDENTICAL TO THOSE SHOWN ON THE SURVEY PERFORMED IN 1975 BY HAMMOND, COLLIER AND WADE-LIVINGSTON, AS RECORDED IN VOLUME 5 OF SURVEYS, PAGE 171, RECORDING NUMBER 197512150809, RECORDS OF KING COUNTY, WASHINGTON. THE 1975 SURVEY IDENTIFIES TWO MONUMENTS FOUND AND HELD AS THE CENTERLINE OF SR599 AT STATIONS P.C. 76+05.30 AND P.T. 66+41.31. THE 1975 SURVEY SHOWS THE BEARING OF THE LINE BETWEEN SAID MONUMENTS AS 504°33'59"E. THE BASIS OF BEARINGS SHOWN HEREON IS THE WASHINGTON STATE COORDINATE SYSTEM (SEE HORIZONTAL DATUM NOTE), AND AS SUCH THE BEARING OF THE LINE BETWEEN SAID MONUMENTS IS 504°33'53"E, A DIFFERENCE OF 00°00'06' CLOCKWISE FROM THE 1975 SURVEY. SIMILARLY, ALL PROPERTY LINES SHOWN HEREON ARE CONSISTENTLY ROTATED 0°00'06" CLOCKWISE FROM THOSE SHOWN ON SAID 1975 SURVEY AND IN THE LEGAL DESCRIPTION. A PORTION OF THE SW 1/4, NW 1/4 AND THE NW 1/4, SW 1/4 SEC. 10, TWP 23 N., RGE 4 E., W.M. rn CO Isr) 00 00 0 <z 20 0 40 80 SCALE IN FEET SURVEY BY LIN & ASSOCIATES, INC. JOB NO. 2705 EARL J. BONE P.E., P.L.S PH. 206-621-1218 EXT. 28 EMAIL EARL@LINASSOCIATESCOM DRAWING: 2705 BASE.DWG DATE: DRAFT 4/14/08 TEMPORARY CONSTRUCTION EASEMENT PER DOCUMENT UNDER RECORDING NO. 20041 1 01 0001 77 CONDEMNATION IN KING COUNTY SUPERIOR COURT BY THE STATE OF WASHINGTON, OF RIGHTS OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DECREE ENTERED UNDISCLOSED, CAUSE NO. 646846 GUIDEWAY EASEMENT PER DOCUMENT UNDER RECORDING NO. 20041101000177 SEE WSDOT R/W PLANS ENTITLED: "SR 599, FOSTER INTERCHANGE TO SOUTH 118TH ST.", SHEET 4 OF 4, APPROVED SEPT. 4, 1963, REVISED DEC. 15, 1995. RELINQUISHMENT OF ALL - EXISTING- AND FUTURE RIGHTS TO LIGHTS, VIEW AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY DOCUMENT IN FAVOR OF THE STATE OF WASHINGTON, PER/ DOCUMENT UNDER RECORDING NO. 5884778 SOUND TRANSIT LIGHT RAIL GUIDEWAY N 184025.04 E 1281997.14 A=6°41'18" R=1 171.84 L=136.79 T=68.47 CHD=N 10°04'52"W CHORD LENGTH = 136.71 PC F1 76+05.30 WSDOT MON/CASE, 2"IP N 183494.45, E 1282263.71 LANE F / /0 N 183765.14 E 1282102.62 / SO4° 33' 53"E _ 165.03' BASIS OF ROTATION OF HCW SURVEY VOL 5-171: ROTATED 0°00'06" COUNTERCLOCKWISE (SEE LAST SURVEY NOTE). SO4°33'59"E (HCW) = SO4°33'53"E HELD = SO4°35'22"E WSDOT N04° 33' 53"W 963.99' CONDEMNATION IN KING COUNTY SUPERIOR COURT BY THE STATE OF WASHINGTON, OF RIGHTS OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DECREE ENTERED UNDISCLOSED, SUSE NO. 646846. N 183989.42 E 1282015.3 Y _„ i 162.96 _____o- N 183321.19 E 1282167.20 N 183321.27 E 1282160.33 TEMPORARY CONSTRUCTION 11 EASEMENT PER DOCUMENT UNDER RECORDING NO. 20041 1 01 0001 77 / GUIDEWAY EASEMENT PER DOCUMENT UNDER RECORDING NO. 20041 1 01 0001 77 ///////*//1"... WSDOT / 1 PARCE ',A„ X00 06 118.85' 387.47 N04°57'48"W CONDEMNATION IN KING COUNTY SUPERIOR COURT BY THE STATE OF WASHINGTON BY COURT CAUSE NO. 646697. i/ / / dddd , N 184378.89 E 1281729.95 0=1°21'19" dd R=1 171.84 L=27.72 T=13.86 S51°31'04"E '- 13.08' N 184508.67 E 1281572.870 CONDEMNATION IN KING COUNTY SUPERIOR COURT BY THE STATE OF WASHINGTON, OF RIGHTS OF ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DECREE ENTERED UNDISCLOSED, CAUSE NO. 646846 PARCEL »B„ 268.62' N04°57' 48"W e x 49„w N11°18 INTERSECTION: SR599 F1 95+60.06 (CALC'D, HOLDING HCW SURVEY)= SR599 F1 95+59.60 (AS -CONSTRUCTED RECORD)= EMW 18+50.01 (CALC'D, HOLDING HCW SURVEY)= EMW 18+49.96 (AS CONSTRUCTED RECORD) /\ No. UTILTIES PER UTILITIES PER T/M 9-89 T/M 18-95 T/M 11-93 COMPONENT SUPPLY CENTER (UNIT REPAIR) ORIGINAL CONSTRUCTION 1984 SOUTH BASE ORIGINAL CONSTRUCTION 1977 FROM THE SURVEY BY LIN ASSOCIATES BFB BFB BFB BFB BFB BFB 12/08 12/08 12/08 12/08 12/08 11/08 REVISION HISTORY CONTRACT DRN/ENGR DATE n n n INTERSECTION IMPROVEMENTS JANUARY 2000 BFB 02/09 GAS LINE SURVEY BFB 1/09 A UTILITIES PER 2001 ACP REPLACEMENT & REPAIR C13806C BFB 12/08 No. REVISION HISTORY CONTRACT DRN/ENGR DATE VAST -� FACILITY DAWINC King County Department of Transportation 03 CIVIL LAYERS DISPLAYED CX-BDGLINE CX-BOLTXT CX -TXT CX-CONTXT CX-EASLINE C X - EASTXT CX-GRVTXT CX-IRRSYM CX-IRRTXT CX- LOTLI N E CX-MONLINE CX-PRPLINE CX-PRPSYM CX-PRPTXT CX-RDSTXT CX-SECLINE CX-SRVLINE CX-STRSYM DEPARTMENT OF TRANSPORTaLNAED SOUTH BASE CITY OF TUKWILA SITE DEC 0 5 2018 PERMIT CENTER BOUNDARY PLAN DATE: 0 z w z O W >- z 00 00 z� 0 Li- O • a N W U J J U Q z FEB 2009 FILE NO: DRAWING NO: SCALE: