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Home My WebLink AboutPermit EL17-0834 - BOEING - GATE J8 GUARD SHACKBOEING GATE J8 9725 E MARGINAL WAY S ELI 7-0834 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 ELECTRICAL PERMIT 5624201038 Permit Number: EL17-0834 9725 E MARGINAL WAY S Project Name: BOEING GATE J8 Issue Date: 11/6/2017 Permit Expires On: 5/5/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JEFFREY MCNEAL 15135 NE 92 ST, REDMOND, WA, 98052 SEQUOYAH ELECTRIC LLC 15135 NE 92ND ST, REDMOND, WA, 98052-3519 SEQUOEL977S9 Phone: (425) 814-6000 Phone: (425) 814-6000 Expiration Date: 1/30/2019 DESCRIPTION OF WORK: PROVIDE POWER TO NEW GUARD SHACK AT RE -OPENED 18 INCLUDNIG BRINING NEW 60A FEEDER FROM BUILDING 09-130 TO NEW 15A MPZ. ADDING POLE AND AREA LIGHTING. GATE IS LOCATED OFF MILLER ROAD, SOUTH OF THE 09-130 BUILDING. Valuation of single family: $0.00 Valuation of mf/comm: $57,522.00 Type of Work: NEW Fees Collected: $1,435.21 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Permit Center Authorized Signature: kl/r "�+�Ii $ \ Date\ 1 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 Na r\c Date -V -zo I �, 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: <NONE> PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2100 ELECTRICAL FINAL 7003 ROUGH -IN ELECTRICAL 7002 SERVICE 7001 UNDERGROUND/SLAB CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Electrical Permit No. Project No. Date Application Accepted: Date Application Expires: • veebt- 1 0 ;:41 (For office use only) ELECTRICAL 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: 9725 East Marginal Way South Tenant Name: Boeing PROPERTY OWNER Name: The Boeing Company Address: PO Box 3707 M/C 20-200 Property City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: Jeffrey McNeal Address: 15135 NE 92nd Street City: Redmond State: WA Zip: 98052 Phone: (425) 766-3414 Fax: (425) 814-6003 Email: King Co Assessor's Tax No.: Suite Number: Gate J8 Floor: New Tenant: ❑ Yes ..No ELECTRICAL CONTRACTOR INFORMATION Company Name: Sequoyah Electric LLC Address: 15135 NE 92nd St City: Redmond State: WA Zip: 98052 Phone: (425) 814-6000 Fax: (425) 814-6003 Contr Reg No.: SEQUOEL9771+ Exp Date: 12/31/2017 Tukwila Business License No.; 0994355 Valuation of Project (contractor's bid price): $ 57,522 Scope of Work (please provide detailed information): Provide power to new guard shack at re -opened gate J8 including bringing new 60A feeder from building 09-130 to new 15A MPZ. Adding pole and area lighitng Gate is located off Miller Road, south of he 09-130 building. Will service be altered? ❑ Yes ® No Adding more than 50 amps? Yes ❑ No Type of Use: Security Gate Type of work: O New ❑ Addition ❑ Service Change ❑ Remodel 0 Tenant Improvement ❑ Low Voltage ❑ Generator ❑ Fire Alarm ❑ Telecommunication ❑ Temporary Service Property Served by: ❑ Puget Sound Energy 0 Seattle City Light H:\Applications\Forms-Applications On Line\2014 Applications\Electrical Permit Application Revised 1-1-14.docx Revised: January 2014 bh Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings $152.85 (including an attached garage) ❑ Garages, pools, spas and outbuildings $81.90 ea ❑ Low voltage systems (alarm, furnace thermostat) $59.85 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $81.90 (no added/altered circuits) ❑ Service change with added/altered circuits $81.90 number of added circuits $11.55 ea ❑ Circuits added/altered without service change $54.60 (up to 5 circuits) ❑ Circuits added/altered without service change $54.60 (6 or more circuits) $7.65 ea ❑ Meter/mast repair $68.25 ❑ Low voltage systems $59.85 (alarm, furnace thermostat) MULTI -FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $65.00 ❑ Temporary service (generator) $80.90 ❑ Manufactured/mobile home service $86.25 (excluding garage or outbuilding) ❑ Carnivals $80.60 Number of concessions $10.80 ea Each ride and generator truck $10.80 ea ***EFFECTIVE JANUARY 1, 2014 EACH PERMIT WILL BE ASSESSED A 5% TECHNOLOGY FEE*** 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 extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. 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 ELECTRICAL CONTRACTOR: Mailing Address: 15135 NE 92nd St. Date: 10/19/2017 Day Telephone: (425) 766-3414 Redmond WA 98052 H:\Applications\Fornss-Applications On Line \2014 Applications\Electrical Permit Application Revised 1-1-14.docx Revised: January 2014 bh City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $1,435.21 EL17-0834 Address: 9725 E MARGINAL WAY S Apn: 5624201038 $1,435.21 ELECTRICAL $1,380.01 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,104.01 PLAN CHECK FEE R000.345.832.00.00 0.00 $276.00 TECHNOLOGY FEE $55.20 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12606 R000.322.900.04.00 0.00 $55.20 $1,435.21 Date Paid: Thursday, October 19, 2017 Paid By: SEQUOYAH ELECTRICT Pay Method: CHECK 553977 Printed: Thursday, October 19, 2017 12:23 PM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit 674311 MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 Project: / tlA y�v7 _,fin � 1 i � Type of Inspection: Address: /�72 � 49-9 Date Called: Special Instrructions: Date Wanted: a.m� gRequester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: Q a?n fe must REINSPECTION FEE REQUIRED. Prior to next insecti p be paid at 6300 S uthcenter Blvd., Suite 100. Call to schedule reinspection. CPERMIT COORD COPY.p PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL17-0834 DATE: 10/19/17 PROJECT NAME: BOEING GAE J8 SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: S;Ai.c10»t7 Building Division Public Works ❑ Fire Prevention Structural C Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/24/17 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11/21/17 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 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 SEQUOYAH ELECTRIC LLC 0 Bonne Espanol Contact Search L&I A -Z index Help Safety & Health Claims & Insurance Workplace Rights 0 Labor & Industries Washington State Department of SEQUOYAH ELECTRIC LLC Owner or tradesperson Principals Nichols, David E, PARTNER/MEMBER GHASSEMI, MAHMOOD, PARTNER/MEMBER Angeline, Scott R, PARTNER/MEMBER Jeffrey, Peter Casino, PARTNER/MEMBER Trocano, Rick, PARTNER/MEMBER Nagel, Cheryl L, PARTNER/MEMBER Nichols, Christopher R, PARTNER/MEMBER Doing business as SEQUOYAH ELECTRIC LLC WA UBI No. 602 252 591 15135 NE 92ND ST REDMOND, WA 98052 425-814-6000 KING County Business type Limited Liability Company Governing persons DAVID E NICHOLS MAHMOOD GHASSEMI; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor Active. Meets current requirements. License specialties GENERAL License no. SEQUOEL977S9 Effective — expiration 01/29/2003— 01/30/2019 Designated administrator NICHOLS, DAVID E Active. Meets current requirements. License type License no. Master Electrician NICHODE974O6 Bond HARTFORD CAS INS CO Bond account no. 52BSBAB5541 $4,000.00 Received by L&I Effective date 01/29/2003 01/29/2003 Expiration date Until Canceled Page 1 of 2 My L&i Trades & Licensing Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602252591 &LIC=SEQUOEL977S9&SAW= 11/3/2017 BOEING SHARED SERVICES GROUP REOEN GATE J8 W4618793 VICINITY MAP DO 7-127 KING COUNTY AIRPORT OFFICE CENTER (FM) FROM DOWNTOWN SEATTLE 900 99 EXIT 157 EAST MARGINAL WAY CORPORATE PARK 99 599 TUKWILA FROM KENT & AUBURN DEVELOPMENTAL CENTER NO SCALE 900 SYM REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM BOEING DEVELOPMENTAL CENTER 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 AREA MAP OXBOW PARKING LOT PROJECT LOCATION NO SCALE REVISION BY APPROVED DATE AH 07.12.17 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building. Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CODE SUMMARY TYPE OF APPLICATION: ❑ NEW 0 ALTERATION ❑ ADDITION ❑ DEMOLITION BRIEF PROJECT NARRATIVE: REOPENING GATE J8 INVOLVES THE REMOVAL OF CHAIN LINK FENCING, CONCRETE CURBING, ASPHALT AREAS AND THE EXISTING SWING GATES. NEW WORK INCLUDES RE -ALIGNING OF ROADWAY, PAVEMENT MARKINGS, SITE LIGHTING, NEW FENCING, BOLLARD PROTECTION, A NEW MANUAL GATE AND RE -CONDITION AN EXISTING GUARDHOUSE WITH POWER, HEATING/COOLING AND DATA. PARCEL NUMBER: TOTAL PARCEL AREA: TOTAL PROJECT AREA: AREA OF SOIL DISTURBANCE: ASPHALT MILL AND OVERLAY: REMOVED IMPERVIOUS SURFACE: (REPLACED WITH LAWN) ESTIMATED EARTHWORK QUANTITIES: LAND USE CODE GEOTECHNICAL REPORT BUILDING CODES OCCUPANCY GROUP CONSTRUCTION TYPE FLOOR AREAS: BUILDING FOOTPRINT BUILDING GROSS BUILDING ROOF OCCUPANT LOAD BUILDING HEIGHT STORIES HANDICAPPED REQUIREMENTS FIRE PROTECTION SEISMIC ZONE CONTRACTOR & STATE NUMBER: BOEING CONSTRUCTION MANAGER: BOEING PERMIT COORDINATOR: 0003400026 169,013 SF (3.88 AC) PER KINC CO. PARCEL DATA APPROXIMATELY 7,100 SF (0.16 AC) APPROXIMATELY 1,946 SF (0.05 AC) APPROXIMATELY 1,502 SF (0.03 AC) APPROXIMATELY 0 SF (0 AC) CUT FILL TOTAL 50 CY 45 CY 5 CY (5 CY NET CUT) M-2 HEAVY INDUSTRY (CITY OF TUKWILA) N/A 2015 IBC, IFC, U.P.C., AND THE WAC 51-20 AS ADAPTED OR AMENDED BY LOCAL ORDINANCES, AND COMPLIANCE WITH CITY OF TUKWILA ZONING. GROUP B V -B 36 SQ. FT. 36 SQ. FT. 105 SQ. FT. 1 OCCUPANT 8'-4" 1 BARRIER FREE N/A CATEGORY 'D' THE BOEING CO. SEPARATE PERMIT REQUIRED FOR: • Mechanical O Electrical I Plumbing as Piping City of Tukwila DIVISION BOEING* 294ML (01-18-2019) GABRIEL HESS JOHN MURDOCH E-MAIL: john.s.murdoch@boeinq.com PHONE: 206-316-7870 PHONE: 253-740-0214 gf,,,,m4.7E7.40wa A COFFMAN N G I N E E R S 1601 Fifth Avenue, Suite 9001 Seattle, WA 98101 ph 206.623.07171 fax 208.624.5775 eoftman.eom LASTNO ,w'wrl mule. I relmneM ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI CHECKED A. HAZEN ENGINEER CHECKED AIL 07.12.17 07.12.17 FILE COPY Pf�It NaEL17 "093if Plan review approval is oubj « to en'ors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: BY: TPC D I City of Tukwila BUILDING DIVISION CODES AND PERMITS PROJECT TITLE: REOPEN GATE J8 JOB NUMBER: W4618793 QUANTITY SUBMITTED: ❑ 5 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT IMPROVEMENT ▪ 4 SETS: TENANT IMPROVEMENT (NON-STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: ❑ BUILDING 0 GRADING E3 ELECTRICAL ❑ PLUMBING 0 LANDSCAPE ❑ FIRE PROTECTION MECHANICAL 0 DEMOLITION 0 CANTILEVER RACKS O STRUCTURAL ❑ - ❑ - C,7 GJ * TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE -APPROACHES COMPLIANCE OPTION ❑ PRESCRIPTIVE 0 LPA ❑ ANALYSIS N/A SPECIAL INSPECTIONS REQUIRED: ❑ WELD ❑ REBAR O STRUCTURAL BOLTING O OTHER N/A O CONCRETE ❑ ANCHOR BOLTS ❑ STRUCTURAL OBSERVATION CALCULATIONS TYPE: N/A ATTACHED (YES) (NO) GENERAL NOTES CONSTRUCTION SET OF DOCUMENTS, REVIEWED AND STAMPED BY CITY OF TUKWILA MUST BE ON SITE DURING CONSTRUCTION. DO NOT PROCEED WITH CONSTRUCTION WITHOUT ABOVE. MENTIONED SET OF DOCUMENTS. 1. VERIFY ALL DIMENSIONS AND CONNECTIONS BEFORE ANY WORK. 2. NOTIFY FACILITY ENGINEERS SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK WITH OTHER CRAFTS. 4. RETURN THIS SAME SET TO JOHN MURDOCH AT BLDG. 9-51.2 COL M/2, AFTER COMPLETION OF THIS CONSTRUCTION. REVIEWED FOR COMPLIANCE WITH NFPA 70 m NEC OCT 2 7 2017 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 102017 PERMIT CENTER 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE TITLE ERAL MASTER COVER SHEET REOPEN GATE J8 09-YRD COL. NTER, WA CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 SHEET GO JOB N0. W4618793 COMP NO. DWG NO. 09-YRD-GO SYM REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM REVISION INDEX OF DRAWINGS INCLUDED IN SET DRAWING NO. SHEET NO. DRAWING TITLE REV DATE INCLUDED IN SET DRAWING NO. SHEET NO. DRAWING TITLE REV DATE GENERAL MECHANICAL ® 09-YRD-GO GO COVER SHEET - 07.12.17 0 09-056-M1A M1A HVAC LEGEND - 07.12.17 09-YRD-G1 G1 INDEX OF DRAWINGS - 07.12.17 ® 09-056-M1B M1B PIPING LEGEND - .07.12.17 09-056-M500 M500 MECHANICAL PLAN - 07.12.17 CIVIL 09-YRD-C2A C2A GENERAL CIVIL NOTES - 07.12.17 ® 09-YRD-C3A C3A GENERAL STRUCTURAL NOTES - 07.12.17 ® 09-YRD-C234 C234 PAVEMENT PLAN - 07.12.17 ® 09-YRD-C237 C237 PAVEMENT PLAN - 07.12.17 09-YRD-C451R C451R ENLARGED PLAN - REMOVAL AND TESC - 07.12.17 ® 09-YRD-C451 C451 ENLARGED PLAN - GRADING AND PAVING - 07.12.17 09-YRD-C601 C601 CIVIL SECTIONS AND DETAILS - 07.12.17 ® 09-YRD-C602 C602 CML SECTIONS AND DETAILS - 07.12.17 09-YRD-C603 C603 CML SECTIONS AND DETAILS - 07.12.17 ARCHITECTURAL ELECTRICAL 09-056-1A1OR 1A1OR FLOOR PLAN AND ELEVATIONS - REMOVAL - 07.12.17 0 09-056-E1 El LEGEND, ABBREVIATIONS, NOTES - 07.12.17 ® 09-056-1A10 1A10 FLOOR PLAN AND ELEVATIONS - 07.12.17 0 09-YRD-E8R-Q E8R-Q OUTDOOR LIGHTING PLAN - REMOVAL A 07.12.17 ® 09-YRD-E8-Q E8 -Q OUTDOOR LIGHTING PLAN A 07.12.17 ® 09-056-E500 E500 GUARD HOUSE J8 ELECTRICAL PLANS - 07.12.17 09-140-E4S15 E4S15 SUB 15 ONE -LINE DIAGRAM A 07.12.17 09-140-1E110 1E110 480Y/277V POWER PLAN F 07.12.17 09-140-1E360 1E360 TELECOMMUNICATIONS C 07.12.17 BY APPROVED DATE AR 07.12.17 NGINEERS 1601 FIM Avenue, Suite 900 I Seattle, WA 98101 ph 206.023.07171 fax 206.624.3775 coffman.eam LASTING a.nxrl l ae. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 7/6/2017 DEPT. DATE DRAWN CEI CHECKED A. HAZEN ENGINEER CHECKED APPROVED APPROVED DAI 07.12.17 07.12.17 ISSUE LEGEND NOT YET ISSUED 0 • PREVIOUSLY ISSUED, NOT IN THIS ISSUE IN THIS ISSUE PREL ORIG A FRO PRELIMINARY ISSUE FOR REVIEW OR INFORMATION ONLY NOT FOR CONSTRUCTION ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF FOR REFERENCE ONLY - DRAWING OF RECORD INCUDED TO PROVIDE ADDITIONAL INFORMATION REVIEWED FOR COMPLIANCE WITH NEPA 70 NEC OCT 2 7 2017 City of Tukwila BUILDING DIVISION 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE INDEX OF DRAWINGS RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 TTRE REOPEN GATE J8 GENERAL MASTER 09-YRD COL. DEV. CENTER, WA SHEET G1 JOB NO. W4618793 COMP NO. DWG NO. 09-YRD-G 1 SYM ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE TECHNICAL REPRESENTATIVE WILL DEFINE THE INTENT OF ANY ABBREVIATION IN QUESTION. f ABAN AC ADJ AIR ANSI APPROX ASPH ASTM BIGD BLDG BM BMP BOT CB CHR CHS CL CM CMP COL CONC COND CONN CY CW DEMO DIA DIP DOE DRN DW EA EL, ELEV E EX FH ARE FF FG FUTR GAS GV HMA HORIZ ID IE INV LF MAX MH MIN MON N N/A NAD NGVD NOM NO. OD OSHA PREFAB PCC PVC PVMT QTY RAD REINF S SD SDCO SDFM SDMH SF, SQ FT SHT SPEC SS SSCO SSS STA STS STD STM SYM TAN TEMP TOP TYP UGP VERT VOL VS W, WTR WSDOT W/ W/0 C C601 DRAWING NUMBER WHERE SHOWN DRAWING NUMBER WHERE TAKEN AND AT APPROXIMATELY ABANDON ASPHALT CONCRETE ADJUST (-ED,-MENT,-ABLE) COMPRESSED AIR AMERICAN NATIONAL STANDARD INSTITUTE APPROXIMATE (-ED, -NE) ASPHALT AMERICAN SOCIETY FOR TESTING AND MATERIALS BELOW INLET GRATE DEVICE BUILDING BENCH MARK BEST MANAGEMENT PRACTICE BOTTOM CATCH BASIN CHILLED RETURN CHILLED SERVICE CENTERLINE CONSTRUCTION MANAGER/MANAGEMENT CORRUGATED METAL PIPE COLUMN CONCRETE CONDENSATE CONNECTION CUBIC YARD CHILLED WATER DEMOLISH OR DEMOLITION DIAMETER DUCTILE IRON PIPE DEPARTMENT OF ECOLOGY DRAIN DOMESTIC WATER EACH ELEVATION EAST EXISTING FIRE HYDRANT ARE SUPPRESSION MAIN FINISH FLOOR FINISH GRADE FOR FUTURE USE GAS GATE VALVE HOT MIX ASPHALT HORIZONTAL INSIDE DIAMETER/DIMENSION INVERT ELEVATION INVERT LINEAR FEET MAXIMUM MANHOLE MINIMUM; MINUTE MONUMENT NORTH/NEUTRAL NOT APPUCABLE NORTH AMERICAN DATUM NATIONAL GEODETIC VERTICAL DATUM NOMINAL NUMBER OUTSIDE DIAMETER OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PREFABRICATED PORTLAND CEMENT CONCRETE POLY VINYL CHLORIDE PAVEMENT QUANTITY RADIUS REINFORCED SOUTH, SLOPE STORM DRAIN STORM DRAIN CLEAN OUT STORM DRAIN FORCE MAIN STORM DRAIN MANHOLE SQUARE FOOT/FEET SHEET SPECIFICATIONS SANITARY SEWER/STAINLESS STEEL SANITARY SEWER CLEANOUT SANITARY SIDE SEWER STATION STORM SEWER STANDARD STEAM SYMMETRICAL TANGENT TEMPORARY TOP OF PAVEMENT TYPICAL UNDERGROUND POWER VERTICAL VOLUME VERSUS WEST/WATER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WITH WITHOUT DETAIL NUMBER SECTION LETTER C3 C601 DRAWING NUMBER WHERE SHOWN DRAWING NUMBER WHERE TAKEN REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED PROJECT NOTES 1. NO BOUNDARY WORK WAS PERFORMED, HOWEVER, A TOPOGRAPHIC SURVEY WAS PREPARED BY AXIS SURVEY AND MAPPING ON MAY 9TH, 2017. 2. THE HORIZONTAL DATUM USED FOR THIS PROJECT IS WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD 83/91 GPS 2011 SMARTNET NORTH AMERICA. 3. THE VERTICAL DATUM USED FOR THESE PLANS IS NAVD '88 PER GPS 2011 SMARTNET NORTH AMERICA. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON-SITE AND SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO (2) WEEKS IN ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE PERMITTED. A MINIMUM OF ONE LANE SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. 5. THE LOCATION OF ALL UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTING UTILITIES PRIOR TO EXCAVATION. TO LOCATE UTILMES, CALL THE UNDERGROUND LOCATE UNE "CALL BEFORE YOU DIG" NUMBER 811. 6. WHERE CONFLICTS OCCUR BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER. 7. THE CONTRACTOR FOR THIS PROJECT SHALL MAINTAIN A CLEAN, LEGIBLE SET OF THESE PLANS AND NOTE ALL DEVIATIONS THEREON. UPON COMPLETION OF CONSTRUCTION, THESE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER FOR THE PREPARATION OF RECORD DRAWINGS. 8. THE CONTRACTOR SHALL HAVE THE FOLLOWING DOCUMENTS AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION: 8.1. CURRENT COPY OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M22-01) 8.2. 2016 EDITION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M41-10) 8.3. FOURTH EDITION (2010) CITY OF TUKWILA PUBLIC WORKS DEPARTMENT INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 9. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PREVENT UTILITY INTERRUPTION. NOTIFY THE BOEING COMPANY ONE WEEK IN ADVANCE OF' EACH UTIUTY CONNECTION. 10. PRIOR TO BIDDING, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE ALL NECESSARY SITE INSPECTIONS AND DETERMINATIONS OF ITEMS AND QUANTITIES OF WORK TO ENSURE THAT ALL ITEMS OF WORK NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB HAVE BEEN TAKEN INTO CONSIDERATION. 11. BOEINGS SINGLE POINT CONTACT THROUGHOUT THE PROJECT WILL BE BOEING'S CONSTRUCTION ADMINISTRATOR, GABRIEL HESS PROJECT & CONSTRUCTION MANAGEMENT (206) 316-7870 WORK GABRIELH ESS®BOEING.COM GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL HAVE THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES, AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 4. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER AND THE ENGINEER. 5. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 6. ALL GOVERNMENTAL SAFETY REGULATIONS SHALL BE STRICTLY ADHERED TO, INCLUDING OSHA, WISHA, AND THE WASHINGTON DEPARTMENT OF LABOR AND INDUSTRY. 7. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 8. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 9. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 10. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 11. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 12. RETAIN, REPLACE, OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. 13. ALL AREAS THAT CONTAIN IMPROVEMENTS DISTURBED BY THE CONSTRUCTION PROCESS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN WAS PRESENT PRIOR TO CONSTRUCTION. 14. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OF DISCOVERY OF POOR SOILS, STANDING GROUND WATER, OR DISCREPANCIES FROM THE PLANS IN GRADES, LOCATIONS AND CONSTRUCTION OF UTILITIES, STRUCTURES, AND OTHER EXISTING CONDITIONS. MISC. REFERENCE SYMBOLS DATE BOAT NOTE DESCRIBING SPECIFIC FEATURE THAT WILL REMAIN ON THE DRAWINGS AFTER CONSTRUCTION FOR FUTURE REFERENCE FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION SYM REVISION BY APPROVED GRADING AND EROSION CONTROL NOTES 1. ON-SITE EROSION MEASURES SHALL BE TFE RESPONSIBILITY OF THE CONTRACTOR. ANY . PROBLEMS OCCURRING BEFORE ANAL ACCEPTANCE OF THE STORM SYSTEM BY THE OWNER SHALL BE CORRECTED BY THE COtiTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS ON ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION METHODS. RESTORATION ACTMTY WILL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL HAY BALES, LOOSE STRAW, SILT FENCE, OR ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. 4. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING 5 DAYS, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS, PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS 0" APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING. 5. THE CONTRACTOR'S LICENSED SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING, PAINT, FENCING, OR OTHER VISIBLE MEANS. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS MARKED IN THE FIELD. 6. 7. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON-SITE TO PREVENT DEBRIS, DUST AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 8. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 9. 10. 11. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR 48 HOURS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 12. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 13. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 14. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE, AND LOCAL LAWS. 15. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. SUBGRADE PREPARATION NOTES DATE 1. ALL EXPOSED SUBGRADE SHALL BE PROOF ROLLED UNDER THE OBSERVATION OF THE OWNERS INSPECTION / TESTING AGENCY WITH A LOADED 12 CY (MINIMUM) DUMP TRUCK OR HEAVY COMPACTOR. ANY LOCALIZED ZONE OF YIELDING SUBGRADE SHALL BE OVEREXCAVATED TO A MAXIMUM DEPTH OF 24" (OR AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER) AND REPLACED WITH STRUCTURAL ALL, COMPACTED TO 95% MAX. DENSITY. 2. WHERE SUBGRADE CANNOT BE FEASIBLY SUBJECTED TO A PROOF ROLL, COMPACTION SHALL BE VERIFIED BY A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 2,000 SQUARE FEET, BUT IN NO CASE LESS THAN THREE (3) TESTS. IF ADDITIONAL COMPACTION IS REQUIRED, RE -TESTING OF SUBGRADE SHALL BE AT CONTRACTOR'S EXPENSE. 3. GRAVEL BORROW SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 -INCHES, MOISTURE CONDITIONED TO ACHIEVE OPTIMAL MOISTURE CONTENT FOR COMPACTION, AND COMPACTED TO 95% MAX. DENSITY PER ASTM D-1557. 4. GRAVEL BORROW SHALL COMPLY WITH WSDOT STANDARD SPECIFICATION 9-03.14(1), MODIFIED FROM 7.0% TO 5.0% PASSING THE U.S. NO. 200 SIEVE. 5. CRUSHED SURFACING TOP COURSE (CSTC) SHALL COMPLY WITH WSDOT STANDARD SPECIFICATION 9-03.9(3). 6. SUBMIT ONE COPY OF INSPECTION / TESTING AGENCY FIELD REPORTS AND COMPACTION RESULTS TO OWNER AND ENGINEER WITHIN TWO WEEKS OF FIELD OBSERVATION. AH 07.12.17 gLAOE/NG' CB PROTECTION NOTES 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS NOTED ON THE PLANS. 2. AT ALL PROPOSED CATCH BASINS, CATCH BASIN PROTECTION SHALL BE INSTALLED IMMEDIATELY UPON CATCH BASIN INSTALLATION AND SHALL REMAIN UNTIL ANAL SITE STABILIZATION. 3. CATCH BASIN INSERT SHALL BE STREAMGUARD SEDIMENT CATCH BASIN INSERT #3003, ULTRA -DRAIN GUARD #9217, OR APPROVED EQUAL 4. CATCH BASIN INSERTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND MAINTAINED TO OPERATE PROPERLY. 5. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. POLLUTION PREVENTION NOTES 1. EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN OWNER APPROVED ON-SITE LOCATION UNLESS APPROVED BY BOEING CONSTRUCTION ADMINISTRATOR. 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING -OWNED STREET AND CITY STREET PAVEMENT. 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ON-SITE. IN CASE OF A SPILL THAT MAY ENTER GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, FIRST CONTACT BOEING ENVIRONMENTAL ENGINEER PAUL MORIN AT 253-657-0866, THEN CONTACT THE DIVISION OF EMERGENCY MANAGEMENT AT (800) 258-5990. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED MATERIAL DISPOSED OF PROPERLY. 5. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON-SITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPARATION ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. 6. THE CONTRACTOR SHALL CONDUCT A DAILY STORMWATER / ENVIRONMENTAL INSPECTION OF THE CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL ENGINEERING. 7. THE CONTRACTOR SHALL FOLLOW ALL ENVIRONMENTAL AND OTHER REQUIREMENTS AS DEFINED IN THE BOEING SERVICE PROVIDER MANUAL (AVAILABLE UPON REQUEST). DEMOLITION NOTES 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON-SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, ETC. AND DISPOSE OF AT AN APPROVED OFF-SITE LOCATION. 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS AND TEMPORARY CHAIN LINK FENCING TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 6.0 FEET HIGH. COORDINATE SAFETY AND SECURITY MEASURES WITH ADJACENT WORK. 3. DAMAGE TO ANY PROPERTY INCLUDING, BUT NOT LIMITED TO, BUILDINGS, UTILITIES, VEHICLES, FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE TO ORIGINAL LOCATION AND ELEVATION. 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF-SITE AND ON-SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION TRAFFIC. 6. ALL CONCRETE, PAVEMENT, CURBS, SIDEWALKS, AND RAMPS INDICATED TO BE REMOVED OR REPLACED SHALL BE REMOVED TO THE NEAREST JOINT AS IDENTIFIED DURING CONSTRUCTION. WHERE THIS IS NOT POSSIBLE DUE TO CONFLICTS OR ADJACENT DAMAGED CONCRETE / ASPHALT, THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSED JOINT IN SOUND PAVEMENT. PROPOSED CONCRETE / ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE APPROPRIATELY JOINED / SEALED. 7. TO THE MAXIMUM EXTENT POSSIBLE, THE CONTRACTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN FRAMES, GRATES, COVERS, MANHOLE LIDS, AND ANY OTHER EXISTING METAL WORKS IN PAVEMENTS DESIGNATED FOR REMOVAL / REPLACEMENT. 8. ALL PAINT SHALL BE REMOVED BY MECHANICAL MEANS. NO WATER BLASTING OR GRINDING IS ALLOWED. MECHANICALLY REMOVE PAINT DEBRIS PROMPTLY AFTER PAINT REMOVAL COFFMAN NGINEERS 1801 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 208.023.07171 fax 208.824.3773 coffman.com LASTING "rayl r...I ..ear+ . ' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 7/6/2017 • WN M. BOSILKOV CHECKED A. HAZEN J. BOVINGTON CHECKED APPROVED APPROVED DAIS 07.12.17 07.12.17 07.12.17 PAINT STRIPING NOTES 1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY STRIPING/SIGNAGE NECESSARY TO MAINTAIN SAFE VEHICLE AND PEDESTRIAN TRAFFIC. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING ALL LINES AND SYMBOLS OBSCURED BY HIS WORK TO THE SATISFACTION OF THE OWNER. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING STRIPING/SURFACE OF EACH PAVEMENT SEGMENT TO BE RECONSTRUCTED. 3. THE CONTRACTOR SHALL LAYOUT ALL PROPOSED PAINT STRIPING FOR OWNER'S REVIEW/APPROVAL PRIOR TO ANAL STRIPING. 4. COORDINATE STRIPING WITH THE BOEING COMPANY TO MATCH EXISTING STANDARD STRIPING. 5. ALL LINEAR PATTERN PAVEMENT MARKINGS SHALL BE PAINT. ALL OTHER PAVEMENT MARKINGS (ARROWS, LETTERS, STOP BARS, CROSSWALKS) SHALL BE THERMOPLASTIC. ALL PAVEMENT MARKINGS SHALL COMPLY WITH WSDOT SPECIFICATION 9-34 AND SHALL BE APPLIED IN ACCORDANCE WITH WSDOT SPECIFICATION 8-22. 6. PAINT SHALL BE APPLIED IN TWO APPLICATIONS. THE TIME PERIOD BETWEEN APPLICATIONS SHALL BE IN ACCORDANCE WITH WSDOT SPECIFICATION SECTION 8-22.3(3). 7. PAINT AT CROSSWALKS OR PEDESTRIAN TRAFFIC AREAS SHALL HAVE SAND FOR A NON -SUP SURFACE. CONSULT PAINT MANUFACTURER FOR PARTICLE SIZE AND APPLICATION RATE. 8. LONGITUDINAL MARKING PATTERNS SHALL COMPLY WITH WSDOT STANDARD PLAN M-20.10-02. TRAFFIC ARROWS SHALL COMPLY WITH WSDOT STANDARD PLAN M-24.40-02. SYMBOL MARKINGS (ADA, SPEED BUMP) SHALL COMPLY WITH WSDOT STANDARD PLAN M-24.60-04. TRAFFIC. LETTERS SHALL COMPLY WITH WSDOT STANDARD PLAN M-80.30-00. 9. CROSSWALK AND STOP BAR MARKINGS SHALL COMPLY WITH WSDOT STANDARD PLAN M-15.10-01 UNLESS OTHERWISE SPECIFIED. CONSTRUCTION SEQUENCE 1. COORDINATE TRAFFIC CONTROL PLAN, ENVIRONMENTAL PROCEDURES, AND UTILITY TIE-INS AND SHUTOFFS WITH OWNER AND ENGINEER PRIOR TO BEGINNING WORK. 2. PROVIDE TRAFFIC CONTROL PLAN TO BOEING. 3. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 4. FLAG OR FENCE CLEARING LIMITS. INSTALL TRAFFIC CONTROL DEVICES. 5. INSTALL CATCH BASIN PROTECTION AND OTHER EROSION CONTROL MEASURES IDENTIFIED ON APPROVED PLAN, WHERE REQUIRED. 6. LOCATE UNDERGROUND CONDUITS AND UTILITIES PRIOR TO START OF WORK. 7. SAWCUT CONCRETE AND ASPHALT. 8. DEMO CONCRETE AND ASPHALT AND RECYCLE, IF POSSIBLE. IF NOT POSSIBLE, EXPORT AND DISPOSE. 9. DEMO OTHER FEATURES AS SHOWN ON APPROVED PLANS. 10. CLEAN SURFACE OF PAVEMENT ADJACENT TO WORK AREA. 11. ADJUST RIMS OF CATCH BASINS AND ANY OTHER UTILITIES THAT OCCUR WITHIN PROPOSED PAVING AREA TO DESIGN ELEVATIONS. 12. INSTALL STRUCTURAL FILL CRUSHED SURFACING, AND PAVEMENT. 13. INSTALL PAINT MARKINGS AND SIGNAGE. 14. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH BOEING AND JURISDICTIONAL STANDARDS, AND MANUFACTURER'S RECOMMENDATIONS. 15. UPON COMPLETION OF THE PROJECT, STABILIZE ANY REMAINING DISTURBED AREAS AND REMOVE BMPS (BEST MANAGEMENT PRACTICES), IF APPROPRIATE. 16. REMOVE TRAFFIC CONTROL AND REMAINING EROSION CONTROL AND POLLUTION PREVENTION MEASURES UPON APPROVAL FROM CITY INSPECTOR. REVIEWED FOR COMPLIANCE WITH NFPA70 W NEC OCT 2 7 2017 City of Tukwila BUILDING DIVISION 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE GENERAL CIVIL NOTES RECEIVED CITY OF TUKWILA OCT 1 9 2097 PERMIT CENTER CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 TITLE GENERAL MASTER REOPEN GATE J8 09-YRD COL. DEV. CENTER, WA (Aim SHEET C2A JOB NO, W4618793 COMP NO. DWG NO. 09-YRD-C2A SYM REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM REVISION BYE APPROVED DATE AH 07.12.17 .I SPECIAL INSPECTION 1. SPECIAL INSPECTION BY A REGUTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT WITH THE OWNER AND APPROVED BY THE ARCHITECT AND THE BUILDING OFFICIAL, SHALL BE TEQUIRED FOR THE FOLLOWING TYPES OF WORK (SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS): ITEM STEEL DETAIL VERIFICATION WELDING OF STRUCTURAL STEEL SHEAR CONNECTORS AND ANCHOR STUDS HIGH STRENGTH BOLTING CONCRETE SPECIFIED f'c GREATER THAN 2000 PSI PLACING OF REINFORCING STEEL SOIL EXCAVATION SOIL COMPACTION BUILDING CODE REFERENCE 1705.2 AND AISC 360 CHAPTER N 1705.3 1705.6 2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 3. ALL PREPARED SOIL -BEARING SJRFACES SHALL BE INSPECTED BY THE SOILS ENGINEER PRIOR TO PLACEMEN OF REINFORCING STEEL. 4. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AND ICC PRODUCT APPROVAL CONDITIONS. 5. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF MOMENT -RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE GOVERNING CODE. 6. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. 7. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. 8. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY: "CONTINUOUS" -THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. "PERIODIC" -THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. g)LmazEzawe STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE AND ACI SPECIFICATIONS. 2. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS IN ADDITION TO THE REQUIREMENTS IN THESE DRAWINGS. WHERE THE SPECIFICATIONS APPEAR TO CONFLICT WITH THE REQUIREMENTS IN THESE DRAWINGS, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT/STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK. 3. CONCRETE SHALL CONFORM TO THE STRENGTH, WATER -CEMENT RATIO, EXPOSURE CLASS, MAXIMUM UNIT WEIGHT AND CEMENT TYPE SPECIFIED IN THE SCHEDULE BELOW. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28 -DAY CYLINDER TESTS. ELEMENT f'c MAX W/C RATIO EXPOSURE CLASS MAX UNIT WEIGHT CEMENT TYPE FOOTINGS 4,500 0.45 F2 145 I OR II 3.1. EXPOSURE CLASSES ARE FO, SO, P0, CO UNLESS NOTED OTHERWISE IN THE TABLE ABOVE. 3.2. CONCRETE MIXES SHALL COMPLY WITH ACI 318 SECTION 4.3 FOR THE EXPOSURE CLASSES INDICATED THE TABLE ABOVE. FOR CLASSES Fl THROUGH F3, AIR ENTRAINMENT SHALL MEET THE REQUIREMENTS OF ACI -318 TABLE 4.4.1. 3.3. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 OF THE TYPE SPECIFIED IN THE TABLE ABOVE. 3.4. COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. 3.5. AGGREGATE FOR UGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. 3.6. WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-94. 3.7. CONCRETE MIXING OPERATIONS SHALL CONFORM TO ASTM C-94. 4. CONTRACTOR MAY USE AN ADMIXTURE SYSTEM TO PRODUCE FLOWABLE CONCRETE. MAXIMUM SLUMP SHALL NOT EXCEED 8 INCHES MEASURED AT THE PUMP. THE WATER/CEMENTIOUS MATERIAL RATIO OF THE APPROVED MIXES SHALL BE MAINTAINED OR LOWERED WHEN FLOWABLE CONCRETE IS USED. A REPRESENTATIVE OF THE ADMIXTURE SYSTEM SHALL ASSIST IN DETERMINING PROPORTIONS FOR FLOWABLE CONCRETE AND SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER AND ARCHITECT PRIOR TO EMPLOYING THIS PROCEDURE. SEE PROJECT SPECIFICATIONSFOR ADDITIONAL REQUIREMENTS. 5. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST -IN-PLACE CONCRETE: 5.1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 5.2. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2" #5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2" 6. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: BEAMS, COLUMNS: SLABS, WALLS, JOISTS: #14 AND #18 BARS #11 BARS AND SMALLER SHELLS, FOLDED PLATE MEMBERS: #6 BAR AND LARGER #5 BAR, W31 OR D31 WIRE, AND SMALLER 7. 8. 1 1/2" 1 1/2" 3/4" 3/4" 1/2" 3" BASE PLATE GROUT SHALL BE NON -SHRINK TYPE CONFORMING TO ASTM C-1107 WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7000PSI. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI REQUIREMENTS AND THE CONTRACT DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED, UON. 9. FORMS FOR CONCRETE SHALL BE LAID OUT AND CONSTRUCTED TO PROVIDE THE SPECIFIED CAMBERS SHOWN ON THE DRAWINGS. 10. THE CONTRACTOR SHALL MAINTAIN A LOG OF STRUCTURAL SLAB ELEVATIONS BASED ON THE ARCHITECTURAL DRAWINGS PLUS THE ADDITION OF ANY CAMBERS INDICATED ON THE CONSTRUCTION DOCUMENTS. THIS LOG SHALL INDICATE SCREED ELEVATIONS PRIOR TO THE CONCRETE POUR AND TOP OF CONCRETE SLAB PRIOR TO REMOVAL OF FORMS. DUE TO DEFLECTION OF THE SUPPORTING STEEL STRUCTURE, AN ADDITIONAL QUANTITY OF CONCRETE MAY BE REQUIRED TO ACHIEVE A LEVEL PLANE AND SHALL BE INCLUDED IN THE BID. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 INCH CHAMFER, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. REINFORCING SHALL NOT BE CUT. CORING OF CONCRETE IS NOT PERMITTED EXCEPT AS INDICATED. CONDUIT OR PIPE OUTSIDE DIAMETER SHALL NOT EXCEED ONE THIRD OF THE SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONDUITS SHALL BE SPACED SUCH THAT THE CLEAR DISTANCE BETWEEN IS NOT LESS THAN THE LARGER OF THREE TIMES THE LARGER PIPE DIAMETER OR FOUR INCHES. CONCENTRATIONS OF CONDUIT NOT MEETING THESE LIMITATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT. OFG I N E E R S 1601 Fifth Avenue, Suite 900 !Seattle, WA 98101 ph 208.623.07171 fax 208.624.3778 coffman.eom LASTING ...ab l nnm 1....m. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 7/10/2017 DEPT. DATE DRAWN M. BOSILKOV CHECKED AIENGIINN K. WANG CHECKED APPROVED APPROVED DATE 07.12.17 07.12.17 07.12.17 REINFORCING STEEL NOTES 1. REINFORCING STEEL SHALL BE DETAILED, INCLUDING HOOKS AND BENDS, AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 OR A-706, GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 4. THE FOLLOWING SHALL BE USED IN CONCRETE BUILDING STRUCTURES 4.1. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS SHALL NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI. RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3000 PSI. 4.2. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL TENSILE YIELD STRENGTH SHALL NOT BE LESS THAN 1.25. 5. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. BARS SHALL NOT BE RE-BENT. 6. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 7. WELDED WIRE FABRIC SHALL BE LAPPED AT SPLICES SUCH THAT A MINIMUM OF THREE WIRES PARALLEL TO THE SPLICE ARE OVERLAPPED. SPLICES SHALL OVERLAP A MINIMUM OF 8 INCHES. 8. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS OTHERWISE NOTED. 9. PROVIDE #4 x 2'-0" DIAGONAL BAR AT ALL REENTRANT CORNERS OF CONCRETE SLABS ON GRADE AND SLABS ON METAL DECK. 10. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED AND REVIEWED BY THE STRUCTURAL ENGINEER. 11. WELDING OF REINFORCEMENT SHALL CONFORM TO THE 2005 EDITION OF AWS D1.4 'STRUCTURAL WELDING CODE - REINFORCING STEEL'. WELDED CONNECTIONS NOT SPECIFIED ON THE PLANS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. 12. REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A-706. BARS CONFORMING TO ASTM A-615 MAY BE SUBSTITUTED PROVIDED THAT DOCUMENTATION IS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW SHOWING THAT THE BARS FULLY CONFORM TO THE WELDABILITY REQUIREMENTS OF AWS D1.4. 13. REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO THE PLACEMENT OF CONCRETE OR GROUT. CONCRETE REINFORCEMENT OF SHALL BE SECURED IN CONFORMANCE WITH ACI -318 SECTION 7.5. MASONRY REINFORCEMENT SHALL BE SECURED IN CONFORMANCE WITH ACI -350.1 SECTION 3.4. 14. REINFORCING STEEL PROJECTING FROM THE CONCRETE OR MASONRY AND CONNECTING DIRECTLY TO STRUCTURAL STEEL WHERE DIMENSIONAL CONTROL IS CRITICAL OR WHERE SPECIFICALLY NOTED ON THE PLAN SHALL BE TREATED AS AN ANCHOR ROD AND SHALL CONFORM TO THE TOLERANCES SPECIFIED IN SECTION 7.5 OF AISC 303-05 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC OCT 2 7 2017 City of Tukwila BUILDING DIVISION 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE GENERAL STRUCTURAL NOTES RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 TITLE GENERAL MASTER REOPEN GATE J8 09-YRD COL. DEV. CENTER, WA gMor SHEET C3A JOB NO. W4618793 COMP NO. DWG NO. 09-YRD-C3A SYM X X BEGIN STRIPING STA: 0+32.3, 12.0 RT REVISION ENLARGED PLAN. °°° C234C51 REOPEN GATE J8 W4618793 BY CEI C/ yr APPROVED DATE SYM x1 P.I. POINT N: 19,0316. / \ 127,85 f ' / \ "NO P SOI -I \ I \ \ X =115.63' A=55'.2'30" —120.00' ING" OF HER x "NO—PARKING SOUTH OF HERE LEGEND 0 ASPHALT PAVEMENT CONCRETE SIGN EMBEDDED BOLLARD CONCRETE JERSEY BARRIER PAVEMENT STRIPE GENERAL NOTES 1. SEE SHEETS C2A AND C3A FOR RELATED PROJECT NOTES. 2. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL COMPLETION OF PROJECT. 3. NOTIFY BOEING TWO (2) WEEKS IN ADVANCE OF WORK TO COORDINATE RELOCATION OF BOEING PROPERTY WITHIN PROJECT LIMITS TO AN APPROVED LOCATION. 4. PROTECT EXISTING PAVING FROM DAMAGE. CONTRACTOR MUST REPLACE ALL DAMAGED PAVING IN KIND OR BETTER. 5. PAVEMENT MARKINGS PER MUTCD STANDARDS. 6 > FOR DETAILED GRADING AND PAVING IN THIS AREA REFER TO ENLARGED PLAN C451 REFERENCE DRAWINGS CONSTRUCTION NOTES RESTORE CONCRETE WALKWAY TO NEAREST JOINT PER DETAIL 7/C601. MATCH EXISTING SCORING PATTERN INSTALL CROSSWALK PER DETAIL 3/C602 '-INSTALL STOP BAR AND LETTERING PER DETAIL 1/C602 ® PROVIDE "NO PARKING" LETTERING ALONG MILLER ROAD, BOTH SIDES OF THE ROAD. SEE DETAIL 6/C602 NO VEHICLE ZONE STRIPING DETAIL PER 4/C602 LONGITUDINAL PAVEMENT MARKING PER DETAIL 5/C602 CONNECT TO EXISTING DOUBLE YELLOW CENTER LINE _ / . _ REVIEWED FOR MPLIANCE WITH F.'A70 - NEC 7 2017 City o .Tukwila BUILDING DIVISION EIVED TYF TUKWILA 1 9 2017 PER I CENTER REVISION BY APPROVED PAVEMENT PLAN SCALE: 1 "=30'-0" DATE AH 07.12.17 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED /// AGINEERS OFFMAN 1601 Fifth Avenue, Suite 9001 Seethe, WA 98101 ph 208.623.07171 fax 206.624.3175 ceffman.com LASTING army nwits l s*. APPROVED BY 7/612017 DEPT. DATE DRAWN M. BOSILKOV CHECKED A. HAZEN NUINLLR J. BOVINGTON CHECKED M. JONES APPROVED APPROVED DATE 07.12.17 07.12.17 07.12.17 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE PAVEMENT PLAN iiLLI �i2�'�� 3 forte 0227 225 —'226 .. d;C228 l -, �' ZEN •-101 2 0 C231 C232 NOT % UD'4234 „iy//'--_:-: A \ 4 C235 C236% , 237 f 0238 30 15 0 15 30 60 SCALE: 1" = 30' CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 mu REOPEN GATE J8 09-YRD CIVIL MASTER DEV. CENTER, WA SHEET C234 JOB NO. W4618793 COMP NO. DWG N0. 09 -YD -C23 4 SYM 0 NO KING" NORT F HERE x\ 0 i i ';9 REOPEN GATE J8 REVISION W4618793 BY CEI APPROVED AH DATE 07.12.17 SYM REVISION BY APPROVED DATE ?„,,___mgr,E7Aor°1' N ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OOFFMAN GINEERS 1601 Fifth Avenue, Suite 9001 Seattle, WA 98101 ph 208.823.07171 fax 208.824.3775 oofinan.eom LASTING ."rmblalw+o� APPROVED BY 7/6/2017 DEPT. DATE DRAWN M. BOSILKOV CHECKED A. HAZEN ENGINLL.H J. BOVINGTON CHECKED M. JONES APPROVED APPROVED DATE 07.12.17 07.12.17 07.12.17 LEGEND PAVEMENT STRIPE GENERAL NOTES 1. SEE SHEETS C2A AND C3A FOR RELATED PROJECT NOTES. 2. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL COMPLETION OF PROJECT. 3. NOTIFY BOEING TWO (2) WEEKS IN ADVANCE OF WORK TO COORDINATE RELOCATION OF BOEING PROPERTY WITHIN PROJECT LIMITS TO AN APPROVED LOCATION. 4. PROTECT EXISTING PAVING FROM DAMAGE. CONTRACTOR MUST REPLACE ALL DAMAGED PAVING IN KIND OR BETTER. 5. PAVEMENT MARKINGS PER MUTCD STANDARDS. REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE "NO PARKING" LETTERING ALONG MILLER ROAD, BOTH SIDES OF THE ROAD. SEE DETAIL 6/C602 \+ \pERMIT CENTER REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC OCT 27 2017 City of.Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 192017 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE PAVEMENT PLAN II 0221 II 3 ilar225--0tz26 0227 -k 228 r—_c22 1 .,. ..ia, 2 0 -P C231 C232 NOT4"` l 234 �, C235 C236 \\/. 4, 37 4 0238 II 30 15 0 15 30 60 SCALE: 1" = 30' CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 1TLE REOPEN GATE J8 09-YRD CIVIL MASTER DEV. CENTER, WA SHEET C237 JOB NO. W4618793 COMP NO. DWG NO. 09 -YD -C23 7 STORM MANHOLE 2.18M RIM=16.80 IE=6.20, 24"CONC N IE=6.20, 24"CONC S LADDER EAST OMB MATCH LINE - SEE RIGHT + O uJ .J \ 8'CLFNC W/ RAZOR WIRE i 1n FOUND BRASS SURFACE STAMPED "BOEIN COR? (4 \ \ 6.0' \ \ \ (18.3')-. ROOTS CAUSING CKLING 28.8' 10.9 18.6' 1 CB #1187 RIM 17.86 12 ' •P(SE) IE 15.03 4'TALL ICV 1"x.5" CONTROL CO\DrWALK ON 2"x4" STEEL 5 ,G LIGHT POLE ADA 1 "GO MOMS IMMO E=10.15, TOP IE=3.37, BO OM OF STRU IE=8.65, TOP IE=3.49, 80 OM OF STRU UNA3LE TO ACCESS NOR H INLET PIPE FOR MEASUREME OW 2 TH RIM=16.79 NTER RIM=16.85 SOUTH RIM=16.82 =6.33, 24"CONC S OF SOUTH BAFFLE TURE, SOUTH SIDE OF NORTH BAFFLE N SDMH #1230 RIM 16.79 STORM MANHO 2.1 RIM=16. SDMH #1229 RIM 16.85 SDMH #1228 RIM 16.82 • 1, N =6.20, 24'CONC S LADDER EAST SDMH #1227 RIM 16.80 \ • 16"D X #199, ELEV=16.66 N 190429.025 E 1278559.005 MATCH LINE - SEE LEFT ENLARGED PLAN - REvIOVAL AND TESC SCALE: 1 "=10' 16"D FLUSH TOP OF CC I COVERED WALKWAY COVERED WALK ON 2"x4" S1EEL POSTS / TOP OF CC ICV SURVEYOR FIELD SURVEY BY: AXIS SURVEY & MAPPING 15241 NE 90TH ST REDMOND, WA 98052 TEL. (425) 823-5700 LD FOUNDATION CONCRETE $ 000 rS 8'CLFNC W/ RAZOR WIRE GATE ®o **0 `® Oh ♦. o� AM W #202, ELEV=18.04 N 190285.932 E 1278582.032 + CB #1081 RIM 17.36 6'PVC(NE) IE 15.76 r yes =��ONTINUES_SE_ - - CB #1089 RIM 16.90 6"PVC(SW) E 14.80 12"(NE) IE ;.40 12"(ESE) 13 8.40 (18.0' -CONC WALL DROPS TO NE N (17.9) N N N DUAL YELLOW LINE r h� N N UTILITY LOCATES UTILITY LOCATES BY: C -N -I LOCATES, LTD PO BOX 7740, BONNEY LAKE, WA 98391 TEL. (877) 826-1177 18"D rS. SYM REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM REVISION ENLARGED PLAN - REN SCALE: 1"=10' BY APPROVED DATE OVAL A AH 07.12.17 \D TESC BOE/ASG° 18- AWN GOFFMAN 1NEERS 1601 Ftfih Avenue, Suite 9001 Seattle, WA 98101 ph 206.623.07171 fax 208.824.9775 cofman.eom LASTING aaaMdl mats !mown*. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 7/10/2017 DRAWN CEI CHECKED A. HAZEN ENGINEER J. 80VINGTON CHECKED APPROVED APPROVED UAih 07.12.17 07.12.17 07.12.17 REVIEWED .FOR MPLIANCE WITH NEPA 70 a NEC OCT 2 7 2011 City of Tukwila BUILDING DIVISION REMOVE CURBING 1p PROTECT EXISTING CURBING PROTECT EXISTING STRUCTURE REMOVE CONCRETE ISLAND PROTECT EXISTING FENCE MAINTAIN PEDESTRIAN PATHWAY SAWCUT AND REMOVE EXISTING CONCRETE FOOTING AND CONCRETE PANEL AS NECESSARY FOR CONTE SIN REMOVE PANELS TO (Q$F1 LEGEND 1>a WV z O 0 0 LIGHT POLE YARD LIGHT WATER VALVE POWER JUNCTION BOX TELECOMMUNICATIONS MANHOLE FOUND SURFACE MONUMENT SANITARY SEWER MANHOLE CATCH BASIN STORM DRAIN MANHOLE REMOVAL AND TESC i '` ASPHALT PAVEMENT REMOVAL 177721 ASPHALT PAVEMENT GRIND CONCRETE REMOVAL INLET PROTECTION ------ SAWCUT ■®s®®aims CONSTRUCTION LIMITS • /////// REMOVE FEATURE GENERAL NOTES 1. SEE SHEETS C2A AND C3A FOR RELATED PROJECT NOTES. 2. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL COMPLETION OF PROJECT. 3. NOTIFY BOEING TWO (2) WEEKS IN ADVANCE OF WORK TO COORDINATE RELOCATION OF BOEING PROPERTY WITHIN PROJECT LIMITS TO AN APPROVED LOCATION. 4. PROTECT EXISTING PAVING FROM DAMAGE. CONTRACTOR MUST REPLACE ALL DAMAGED PAVING IN KIND OR BETTER. 5. ALL UTILITIES MUST REMAIN IN SERVICE UNLESS OTHERWISE SPECIFIED ON THE DEMOLITION PLAN. 6. SWEEP PAVEMENT AS NECESSARY TO PREVENT OFF-SITE TRACKING. 7 > CONTRACTOR TO MAINTAIN SECURITY PER BOEING STANDARDS AND REQUIREMENTS. SEE DETAIL 2/C603 CONSTRUCTION NOTES INSTALL CATCH BASIN SILT PROTECTION. SEE DETAIL 1/C601 SAWCUT FULL DEPTH OF ASPHALT PAVEMENT AS SHOWN REMOVE AND DISPOSE OF PAVEMENT MATERIAL. STRIPING REMOVAL IS INCIDENTAL TO THE PAVEMENT REMOVAL / PROTECT EXISTING FENCE POLE GRIND EXISTING ASPHALT. PER DETAIL 4/C601 REMOVE EXISTING ASPHALT AND PAVEMENT BASE REMOVE EXISTING GATE PROTECT EXISTING TREE (TYP) CIT W I LPPROJECT AREA " REMOVE GATE CATCH y�� REMOVE PORTION OF NCI 1 9 2017 DEMO ELECTRICALIUIIT CENTER REMOVAL 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE ENLARGED PLAN - REMOVAL AND TESC 10 5 0 5 10 20 SCALE: 1" = 10' CURRENT REVISION SYMBOL W4618793 111111111111111111111111111111111111 DATE 07.12.17 TFlLE CIVIL MASTER REOPEN GATE J8 09-YRD COL. DEV. CENTER, WA SHEET C451 R JOB N0. W4618793 COMP N0. DWG NO. 09-YRD-C45 1R SYM r 2.16M RIM=16.80 IE=6.20,24"CONC N IE=6.20, 24"CONC S \� CO\D""WOL8 ON 2"x4" STEEL \ ,r -30"P MATCH LINE - SEE RIGHT 22"D X. T � � \ 8'cu1(c W/ Rl10R\WIRE V) FOUND • • Cli ON 3° BRASS SURFACE .►NUMENT STAMPED "BOEIN., PROP COR." (4, ROOTS CAUSING CKUNG 18.63' ( 18:5, CB #1187 RIM 17.86 12 ONP(SE) 10 15.03 18" 4TALL ICV 1"x.5" CONTROL \\• ah 'N REOPEN GATE J8 REVISION CONCRETE • FOUNDATION \\ \ fi\ \ GATE• W4618793 BY CEI UGHT POLE ADA RAMP FLUSH N\--- TOP OF CC I COVERED WALKWAY 3.0' 91 .N 196=16.79 C NTE.R RIM=16.85 600111 RIM=16.82 =6.33, 24"CONC 5 6=10.15, TOP OF SOUTH BAFFLE I6=3.37, BOTTOM Or SR?U 08E, SOUTH SIDE I6=8.65, TOP! OF NORTH BAFFLE I6=3.49, BO OM Of STRUCT{ f?E-#1016TH-S . H E TO ACCESS NOR"INLET PIPE FOR MEASUREME STORM MANHOLE ') 1044 MATCH LINE - SEE LEFT COVERED WALK ON (_ _ 2"x4" STEEL POSTS -- / TOP OF CC •h- is\c,y\' \� 1714444 � AM #202, ELEV=18.04 N 190285.932 E 1278582.032 APPROVED AH DATE 07.12.17 AE` •\. Srs \\\\ \' 12" • • • ` STS —.__-- \\ \`� \`. 78.8' -i" .\ • \\ \ . • \ N \�\ N\\ 777 C CB #1081 RIM 17.38 17.36 �) IE 15.76 ,, N 7 SDMH #1230 RI''' 16.g 0 SDv1H #29 RR 16.0 SDV1H #1228 RI \I 16.82 SDMH #1227 RIM 16.8O- TINUN 1 1 CB #1089 RIM 16.90 6"PVC(SW) E 14.80 12"(NE) 11 •.40 12"(ESE) I2 8.40 • ••• T \\ rte\ -- DUAt. \\�. YELLOW LINE SYM (18.6 ENLARGED PLAN C234 0451 SCALE: 1"=10' REVISION • 18"D • GRADING AND PAVING \ � "CONC WALL \ \ r DROPS TO NE \N::: NI, N — lft_ _ NGINEERSORMAN BY APPROVED DATE 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 208.623.07171 fan 208.624.3778 eoffman.eom LASTING ameotio+nln.aar . ' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 711012017 DRAWN CEI DAIL 07.12.17 07.12.17 07.12.17 CHECKED A. HAZEN J. BOVINGTON CHECKED APPROVED APPROVED 16"0 x #199, ELEV=16.66 N 190429.025 E 1278559.005 16"D REVIEWED FOR COMPLIANCE WITH NFPA OCT 2 7 2017 City of Tukwila BUILDING DIVISION TIE INTO EXISTING ASPHALT PER DETAIL LEGEND 17.46 4" ASPHALT PAVEMENT ASPHALT OVERLAY CONCRETE (E) AND PROPOSED LIGHT POLE (E) YARD LIGHT (E) WATER VALVE (E) POWER JUNCTION BOX (E) TELECOMMUNICATIONS MANHOLE (E) FOUND SURFACE MONUMENT (E) SANITARY SEWER MANHOLE (E) CATCH BASIN (E) STORM DRAIN MANHOLE SIGN EMBEDDED BOLLARD CONCRETE JERSEY BARRIER RIDGE LINE SURFACE SLOPE ARROW SPOT ELEVATION (ME=MATCH EXISTING) GENERAL NOTES 1. SEE SHEETS C2A AND C3A FOR RELATED PROJECT NOTES. 2. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL COMPLETION OF PROJECT. 3. NOTIFY BOEING TWO (2) WEEKS IN ADVANCE OF WORK TO COORDINATE RELOCATION OF BOEING PROPERTY WITHIN PROJECT LIMITS TO AN APPROVED LOCATION. 4. PROTECT EXISTING PAVING FROM DAMAGE. CONTRACTOR MUST REPLACE ALL DAMAGED PAVING IN KIND OR BETTER. 5. ALL UTILITIES MUST REMAIN IN SERVICE UNLESS OTHERWISE SPECIFIED ON THE DEMOLITION PLAN. 6 > SECURED FENCE GATE, SEE C603 GATE J8 GUARD HOUSE, SEE 09-56-A500 8 > FLOOD LIGHT, SEE 09-56-E500 AND 9/09-YRD-C601 FOR LIGHT POLE AND BASE INFORMATION. CONSTRUCTION NOTES MATCH EXISTING GRADE ADJUST RIM TO GRADE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS CONNECT TO EXISTING GATE POST ® POUR SLAB ON GRADE PER SECTION A/C601 PROVIDE 10' CONCRETE JERSEY BARRIER PER DETAIL 6/C601 INSTALL BI -FOLD GATE PER DETAIL 1/C603 INSTALL BOLLARD PER DETAIL 5/0601 INSTALL CANE BOLT CONCRETE PIN SLEEVE 2/C601 RESTORE 4" CONCRETE SIDEWALK PER DETAIL 7/C601 INSTALL FLOOD LIGHT CONCRETE FOOTING PER DETAIL 9/C601 INSTALL APPROXIMATELY 10 LF OF CONCRETE CURB AND GUTTER PER DETAIL 8/0601 PROVIDE AND INSTALL SOLAR POWERED FLASHING LED PEDESTRIAN CROSSING SIGN. SEE DETAIL 7/C602 BOEING SIGN FOR J8 GATE, PROVIDED BY BOEING INSTALL SECURITY FENCE PER DETAIL 3/C603 INSTALL 4" ASPHALT PAVEMENT PER DETAI C EIV E D � I F TUKWILA INSTALL ASPHALT OVERLAY PER DETAIL 4/0601 PROVIDE ELECTRICAL HAND HOLE OCT 1 9 2017 19 COORDINATE WITH GATE MANUFACTURER TC3IT CENTER SITE KEY EXISTING GATE POST IS ADEQUATE FOR NEW GATE NOT TO SCALE LOADING. 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE ENLARGED PLAN - GRADING AND PAVING PLAN 10 5 0 5 10 20 SCALE: 1" = 10' CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 TITLE CIVIL MASTER REOPEN GATE J8 09-YRD COL. DEV. CENTER, WA SHEET C451 JOB NO. W4618793 COMP NO. DWG NO. 09-YRD-C451 SYM DRAINAGE GRATE GRATE FRAME SEDIMENT AND DEBRIS FILTERED WATER 5" MIN TRIM OVERFLOW BYPASS RETRIEVAL SYSTEM DRAINAGE GRATE RECTANGULAR GRATE SHOWN BELOW INLET GRATE DEVICE OVERFLOW BYPASS (TIP.) 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW REUEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION WSDOT 8-01.3(15). CB INLET PROTECTION TYPE 1 SCALE: NOT TO SCALE <> CD 7.0 CONCRETE DOME FILL PIPE WITH CONCRETE MIN. 2500 PSI 6" SCH. 40 STEEL PIPE PAINT TRAFFIC YELLOW 3/4° HIGH DOME FINISHED GRADE .. CONCRETE BASE a' I /\ MIN. 2,500 PSI / 0 28 DAYS I I4 1';',:/..;k,%:// 18" 18" DIA. FILL VOID BOLLARD - EMBEDDED 5 SCALE: NOT TO SCALE 1/4"R 2% SLOPE 0 REF. TO CONCRETE SIDEWALK 6 1/2" C451R 9601 C41 C601 SLOPE GUTTER AS NEEDED TO MATCH ADJACENT CUTTER SLOPE. 1'-6" 1/2"R io CURB AND GUTTER DETAIL 8 SCALE: NOT TO SCALE REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM C451 C601 REVISION SAWCUT EXISTING ASPHALT CONC PAVEMENT. APPLY LIQUID ASPHALT & SAND SEALANT TO SURFACE OF JOINT MATCH EXIST. GRADE TACK COAT FACE OF CUT AND EACH COURSE 12" MIN OVERLAP { 3� PAVEMENT PER DETAIL C601 EXISTING ASPHALT PAVEMENT EXISTING AGGREGATE BASE NEW AGGREGATE BASE TO MATCH EXISTING BASE TYPICAL TIE -INTO EX. ASPHALT SCALE: N.T.S. C451 C601 NEW ASPHALT (WSDOT HMA CLASS 1/2") NEW CRUSHED SURFACING TOP COURSE (WSDOT STD SPEC 9-03.9(3), COMPACT TO AT LEAST 95% OF MAX DRY DENSITY (ASTM 01557) CD WV- S00O0 116' I � OQ(�onOQf�on0 Q EXISTING UNDISTURBED SUBGRADE OR NEW STRUCTURAL FILL, COMPACT UPPER 12" TO AT LEAST 95% OF MAX DRY DENSITY (ASTM D1557) NOTE: CONTRACTOR TO VERIFY EXISTING PAVING SECTION AND MATCH IF GREATER THAN SHOWN. ASPHALT PAVE VENT DETAIL SCALE: NOT TO SCALE PRECAST JERSEY BARRIER - TYPE 2 6 SCALE: NOT TO SCALE 0 M 0 N FLOOD LIGHTS SEE ELECTRICAL C45.119_601 LUMARK 101-J33 STEEL MOUNTING BRACKETS LUMARK RTSOD45S (10.2"x4.2" 0) 30'-0" LONG TAPERED POLE ANCHOR BOLTS BY POLE MFR 8 (5) #5x77 © 6" EA WAY CONCRETE FOOTING MIN. 4,500 PSI 0' 28 DAYS W/ #5 012" CC EA WAY T&B N d Otr • C 1;-_ 1 , fid, 4'-0" ' FIN GRADE ELEVATION - LIGHT POLE AND BASE (9 SCALE: NOT TO SCALE BY APPROVED DATE AH 07.12.17 C451 .601 (3 C451,C601 9601 3/8" FULL EXPANSION JOINT BACK OF CURB 3/8" PREMOLDED JOINT FILLER C601 CONCRETE CURB ASPHALT PAVEMENT THICKENED EDGE COMPACTED SUITABLE BASE 1.5" DEPTH 7' MIN ASPHALT OVERLAY FLUSH WITH PAVEMENT SEAL JOINT WITH APPROVED MATERIAL TACK COAT GRIND EXISTING ROADWAY BUTT JOINT ASPHALT OVERLAY 1" MIN TO 1.5" MAX COMPACTED DEPTH UNLESS OTHERWISE NOTED ON PLANS EXISTING ROADWAY SECTION TACK COAT GRIND EXISTING ROADWAY EXISTING CURB AND GUTTER EDGE PLANING ASPHALT OVERLAY 1" MIN TO 1.5" MAX COMPACTED DEPTH UNLESS OTHERWISE NOTED ON PLANS EXISTING ROADWAY SECTION ASPHALT MILL AND OVERLAY DETAIL 4 SCALE: NOT TO SCALE VARIES SECTION SCALE: N.T.S. NOTES: 1. PLACE CEMENT CONCRETE OVER 2" OF 5/8" MINUS CRUSHED ROCK OR AS SPECIFIED IN THE CURRENT APWA/WSDOT STANDARD SPECIFICATIONS. 2. CONCRETE SHALL BE MIN 2,500 PSI 0 28 DAYS. 3. REMOVE EXISTING CONCRETE CURB, GUTTER OR SIDEWALK TO THE NEAREST JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH NEW. TYPICAL SIDEWALK DETAIL C451 R,C451 C601 3/16"x 1" CONTRACTION JOINT 4 -0" O.C. 3/8"x 4" EXPANSION JOINT 12'-0"O.C. 3/8" PREMOLDED JOINT FILLER TYPICAL JOINT -YPES SCALE: NONE 7 SCALE: NOT TO SCALE CONCRETE SLAB ON GRADE 4500 PSI 028 DAYS W/ #5 0 12" OC, EA WAY T&B TACK COAT EACH COURSE FINISH GRADE FOOTING SECTION C601 PAVEMENT PER DETAIL 6" CRUSHED SURFACING BASE COURSE (WSDOT STD SPEC 9-03.9(3), COMPACT TO 95% OF MAX DRY DENSITY. EXISTING UNDISTURBED SUBGRADE OR NEW STRUCTURAL FILL, COMPACT TO 95% OF MAX DRY DENSITY. PLACED IN NO MORE THAN 8" LIFTS (ASTM D1557) REVIEWED FOR COMPLIANCE WITH NEPA 70- NEC OCT 27 2017 City of Tukwila BUILDING DIVISION SCALE: NOT TO SCALE A CN GOFFMAN I N E E R S 1601 FIl h Avenue. Suite 900 I Seattle, WA 98101 ph 208.823.07171 fax 208.624.3778 coffman.com LASTING auaryln"nl.rmwga. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 7/6/2017 DEPT. DATE DRAWN CEI CHECKED A. HAZEN ENGINEER J. BOVINGTON CHECKED APPROVED APPROVED DAIS 07.12.17 07.12.17 07.12.17 C45.11 C.501 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE CIVIL SECTIONS AND DETAILS C234,C451 C601 RECEIVED CITY OF TUKWILA OCT 192017 PERMIT. CENTER CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 TITLE GENERAL MASTER REOPEN GATE J8 09-YRD COL. DEV. CENTER, WA SHEET C601 JOB NO. W4618793 COMP NO. DWG NO. 09—YRD—C601 SYM 4 0' 4FT FROM EDGE OF TRAVELED WAY OR CROSSWALK TOP C602 STOP BAR PLACE INSTALL STOP BAR AT THE END OF THE CENTER LINE. ALIGN STOP BAR PERPENDICULAR TO THE CENTER LINE. STOP BAR LENGTH SHALL NOT BE LESS THAN WIDTH OF STOP LEGEND (TYP). VENT DETAIL 1 SCALE: NOT TO SCALE L 11 4" YELLOW DOUBLE YELLOW CENTER (DYC) LINE 4"T EDGE LINE \- WHITE C234 C602 LONGITUDINAL PAVEMENT MARKING DETAILS n SCALE: NOT TO SCALE C234,C237 C602 REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM REVISION ■■..■■■■■■■■■■■■■■■■■■■■ ■ \■■La■■I ■■fl■■■\T\■1■■■ 1 ■ -114\■■■■I■■■ 1■■■M 1■ xIMM/ 1 ■\� , -N■■■It■■■ 1■■■■ 1■' , . J a ■■■bs,.1111■I ■■■ 1■■■.1■P�I_.M■ 1U■■\p�■■■I ■■■' 1■■■/'1■ 1■■■■ M■■► ■■■I ■■■1c\UP :a■1■■■■ 1116 ,=a ;Al■■I■■■\: ,f 1■■1■■■■ ■■MO■■■■■■■■■■M■■■■■■■■■ M STOP MARKING DETAIL SCALE: NOT TO SCALE C602 NO PARK CONCRETE CURB 4" WHITE PAINTED TEXT ON FACE OF CURB AT 25' INTERVALS PAINT TOP AND FACE OF CURB RED, BOTH SIDES OF THE STREET ONI>idVd ON CONCRETE CURB NO PARKING STRIPING DETAIL n C234,C237 9602 SCALE: NOT TO SCALE BY APPROVED DATE AH 07.12.17 L 0' CROSSWALK DETAIL n SCALE: NOT TO SCALE C234,C237 9602 Ar v AV AY AY Av I 11 SOLAR PANEL LED FLASHING SIGN (W11-2) C602 PUSH BUTTON 4.W.0 ALUMINUM POLE PEDESTAL BASE m CD 18" (4) ANCHOR BOLTS CONCRETE FOOTING MIN. 2,500 PSI 0 28 DAYS. PEDESTRAIN CROSSING SIGN 7 SCALE: NOT TO SCALE C451 C602 OFFMAN WGINEERS 1601 Fifth Avenue. Suite 9001 Seattle, WA 98101 ph 206.623.07171 fax 208.621.3775 eoffman.eom LASTING .rr.Di'-l+w ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 7/6/2017 DEPT. DATE D RAWN CEI CHECKED A. HAZEN E NGINEER J. BOVINGTON CHECKED APPROVED APPROVED DATE 07.12.17 07.12.17 07.12.17 DIRECTION OF TRAVEL -I 0 0 0 4" WHITE PAINT, TYP STRIPING PER PLAN NO VEHICLE ZONE STRIPING C234 9602 SCALE: NOT TO SCALE REVIEWED FOR MPLIANCE WITH NFPA 70 0 NEC OCT 2 7 2017 City of Tukwila BUILDING DIVISION a LED FLASHING SIGN W11-2 SCALE: NOT TO SCALE 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE. TILE CIVIL SECTIONS AND DETAILS REOPEN GATE J8 09-YRD GENERAL MASTER COL. ��n DEV. CENTER, WA RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER CURRENT REVISION SYMBOL W4618793 C602 DATE 07.12.17 SHEET C602 JOB NO. W4618793 COMP NO. DWG NO. 09-YRD-C602 12' GATE SECTION CONNECT TO EXISTING POLE 12' GATE SECTION 24'-0" r J8 GUARD HOUSE 1 10' GATE SECTION 10' GATE SECTION CONNECT TO EXISTING POST 20'-0" 4'-2" GATE DOUBLE BI -FOLD CHAIN LINK GATE - PLAN SCALE: NOT TO SCALE 24'-0" GATE NEW FENCE C603 20'-0" C451 C603 POST TOP 1 CENTER POST 1/4" GALV. 7X19 CABLE TRUSS —EXISTING GATE POST LOCK LOOP AND BAR 2"X4" ALUMINUM INT UPRIGHT (3) STRANDS OF BARBED WIRE, EA CONSISTING OF 2 STRAND LINE WIRE W/ 4 PT BARBS (3) STRANDS OF BARBED WIRE, EA CONSISTING OF 2 STRAND LINE WIRE W/ 4 PT BARBS 2"X4" ALUMINUM INT UPRIGHT LOCK LOOP AND BAR .1/11101111110111NWAIIIIMII:I.INICArr:MIE�1:wM1►1111 ANN►'11111110WESIMNPwII,: E1111110Nw:IM 11111111MMM11WINIlt11111111MMrrA11.1111110111M1MMrMi IN IIIIIII01NNM1M111►1.1=11MNM111111111111111ENIIMNNN►,1N11!• P! 1,011 rli11i1111l/M11101111=1111111111111AMMI111l1 LW71YI111110111IYWYWNNIZIIIII r9111MegYIVa1i11,01=11" SYM LOOP AND TENSION CHAIN CLIP ROD 2" BLACK VINYL COATED CHAIN LINK FABRIC SPRING LOADED WHEEL FOR SUPPORT EXISTING POST BASE. FENCE MANUFACTURER TO VERIFY IF EXISTING POST SUFFICIENT FOR NEW GATE CABLE DROP TRUSS J ROD 2" X 4" ALUM BOTTOM RAIL FULCRUM LATCH PADLOCK READY SPRING LOADED WHEEL FOR SUPPORT DOUBLE BI -FOLD CHAIN LINK GATE - ELEVATION SCALE: NOT TO SCALE REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM 2" X 4" ALUM BOTTOM RAIL \—CABLE TRUSS DROP ROD FULCRUM LATCH PADLOCK READY SPRING LOADED WHEEL FOR SUPPORT TENSION ROD SPRING LOADED WHEEL FOR SUPPORT 2" BLACK VINYL COATED CHAIN LINK FABRIC REVISION BY APPROVED DATE AH 07.12.17 C603 eLtiOE/NG° 18° CHAIN UNK FABRIC OVERPLAYED WITH PROTECTIVE FABRIC 12'-0" 3 STRANDS OF BARBED WIRE MULTIPLES OF 12'-0" MAX TOP RAIL FINISH GRADE /\///\/// /�/,�///, ��/ / /)/<. <" <//(//. ELEVATION VIEW TEMPORARY FOD/SECURITY FENCE SCALE: NOT TO SCALE LOOP AND CHAIN CUP CONCRETE BASE MIN 2,500 PSI ® 28 DAYS CORNER POST 3 STRANDS OF BARBED WIRE CHAIN UNK FABRIC OVERPLAYED WITH PROTECTIVE FABRIC SILT FENCE FABRIC SAND BAG 2X4 2 END BAY ti 10'-0" (MAX) BARBED WIRE W/CONCERTINA WI C451R 9603 SECTION VIEW MULTIPLES OF 10'-0" MAX TOP RAIL VIN L COA D CHAIN UNK UNE POST MATCH EXISTING FENCE HEIGHT FINISH GRADE /\ CONCRETE BASE MIN 2,500 PSI ® 28 DAYS, TYP /\ /� 1'-2" MIN SECURITY FENCE 1'-2" MIN 3 TEMPORARY FENCE NOTES: 1. 6'-10" CHAIN LINK FENCE COVERED WITH FABRIC WITH SILT FENCE ON THE BOTTOM 30" TURNED DOWN TO THE DECK AND HELD IN PLACE WITH 2X4'S AND SAND BAGS. 2. FENCE SECTIONS SHALL NOT EXCEED 12' IN LENGTH. 3. (3) STRANDS OF BARB WIRE ACROSS THE TOP. REVIEWED FOR COMPLIANCE WITH NFPA70-NEC OCT 2 7 2017 City of Tukwila BUILDING DIVISION SCALE: NOT TO SCALE AIGFINEEN 1601 Fifth Avenue, Suite 9001 Seattle, WA 98101 ph 206.823.07171 fax 206.626.3776 coffman.com LASTING mm.avi'rml,wavrp ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 71612017 DEPT. DATE DRAWN CEI CHECKED A. HAZEN ENOTREE'R J. BOVINGTON CHECKED APPROVED APPROVED DAIL 07.12.17 07.12.17 07.12.17 C4.119_603 FENCE NOTES 1. INSTALL FENCE AND GATE PER MANUFACTURER SPECIFICATIONS. 2. NEW FENCE SHALL MATCH EXISTING FENCE HEIGHT. 3. FENCE FABRIC SHALL BE BLACK 7 MIL. VINYL COATED STEEL FABRIC 2 INCH MESH 9 GAUGE CHAIN LINK. - 4. SECURE FENCE FABRIC TO GATE FRAMES WITH KNUCKLED SALVAGE ALONG TOP EDGE. 5. ALL ALUMINUM USED IN FABRICATION 6061—T6. 6. POSITION BOTTOM OF FABRIC 2 INCHES ABOVE FINISH GRADE. 7. INSTALL 3 STRANDS OF BARBED WIRE WITH CONCERTINA WIRE (COILS). 8. FENCE POSTS, BARS AND HINGES SHALL BE BLACK POWDER COATED. 9. TO REPAIR POSTS AFTER GROUNDING PAINT WITH BLACK ACRYLIC PAINT. 10. PERFORM WORK IN ACCORDANCE WITH CHAIN UNK FENCE MANUFACTURERS INSTITUTE (CLFMI) STANDARDS. 11. FENCE SHALL BE SUPPLIED BY MASTER HALCO. 07.12.2017 ISSUE FOR CONSTRUCTION SUBTITLE CIVIL SECTIONS AND DETAILS RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 TITLE GENERAL MASTER REOPEN GATE J8 09-YRD COL. DEV. CENTER, WA SHEET C603 JOB NO. W4618793 COMP NO. DWG NO. 9,14 09-YRD-C603 LINE OF ROOF ABOVE U I\ Ii PLAN TRUE NORTH NORTH to I REFLECTED CEILING PLAN SCALE: 1/2"= 1'-0" PLAN TRUE NORTH NORTH NOTE: ALL EXISTING PAINTED SURFACES TO BE SCRAPED OF LOOSE PAINT, SANDED, PREPPED AND PAINTED. 1 fr 1-\ L_ LINE OF STRUCTURE BELOW 2 PLAN TRUE NORTH NORTH /r EAST ELEVATION SCALE: 1/2" = 1'-0" A 1A1OR NORTH ELEVATION C3)SCALE: 1/2" = 1'-0" WEST ELEVATION c; SOUTH ELEVATION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" LEGEND: GENERAL \OTES 1. COORDINATE WORK WITH ALL TRADES REQUIRED TO COMPLETE THE WORK. 2. LEAVE WORK AND STAGING AREAS CLEAN AND UNCLUTTERED AT THE END OF EACH DAY AND THE END OF THE JOB. 3. REMOVE ALL DEMOLISHED MATERIALS FROM BOEING PROPERTY. 4. REMOVE ALL TOOLS AND MATERIALS FROM THE WORK AREA. 5. NO CHANGES SHALL BE MADE TO THE DRAWINGS WITHOUT WRITTEN APPROVAL BY THE FACILITIES ENGINEER RESPONSIBLE FOR THAT PORTION OF THE WORK. 6. ALL WALL DIMENSIONS TO FACE FINISHED SURFACE, UNLESS NOTED OTHERWISE. REMOVAL NOTES j REMOVE EXISTING WOOD DOOR AND DISPOSE OF. REMOVE EXISTING PLYWOOD PANEL AND DISPOSE OF. REMOVE EXISTING ROOFING. INSPECT DECKING FOR DAMAGE AND REPLACE DAMAGED DECKING IN KIND. ® REMOVE EXISTING VCT AND SUB -FLOORING. INSPECT STRUCTURE FOR DAMAGE. REPLACE DAMAGED STRUCTURAL MEMBERS AS REQUIRED. REMOVE EXISTING GLAZING/SLIDER WINDOW AND DISPOSE OF. REMOVE EXISTING SHELF AND DISPOSE OF. REMOVE, CLEAN AND REINSTALL EXISTING CASEWORK. PLACE IN LOCATION AS DIRECTED BY CUSTOMER. REVIEWED FOR— COMPLIANCE PA 70� NEC ITb-I OCT 27 2017 City of Tukwila BUILDING DIVISION REMOVAL ISSUE FOR CONSTRUCTION 07.12.17 RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER 2' 1' 0 1' 2' 4' SCALE: 1/2"=1 '-0" SYM REVISION REOPEN GATE J8 W4618793 BY C/ROLLUDA APPROVED DATE SYM REVISION BY APPROVED DATE 07.12.17 6604 \ REGISTERED I ARCHITECT ERIC CRANSTON STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN E.CRANSTON CHECKED DATE 04.21.17 SUBTITLE FLOOR PLAN AND ELEVATIONS — REMOVAL CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 !ENGINEER CHECKED APPROVED APPROVED TITLE REOPEN GATE J8 BUILDING 09-056 ARCHITECTURAL MASTER COL. X -X / X -X DEV. CENTER, WA SHEET 1A10R JOB NO. W4618793 COMP NO. DWG NO. 09-056-1A1OR P LINE OF ROOF ABOVE r ,.._ EAST ELEVATION SCALE: 1/2" = 1'-0" SYM REVISION REOPEN GATE J8 W4618793 BY C/ROLLUDP APPROVED TYP. DATE SYM REVISION PLAN TRUE NORTH NORTH LII r I I REFLECTED CEILING PLAN SCALE: 1/2"= 1'-0" PLAN TRUE NORTH NORTH NOTE: ALL EXISTING PAINTED SURFACES TO BE SCRAPED OF LOOSE PAINT, SANDED, PREPPED AND PAINTED. 2 TYP. NORTH ELEVATION SCALE: 1/2" = 1'-0" BY APPROVED DATE 07.12.17 1-\ E L_ LAI a 0 I LINE OF STRUCTURE BELOW 3 TYP. TYP. a o WEST ELEVATION SCALE: 1/2" = 1'-0" Q�BOE/A/G° 6604 t REGISTERED I ARCHITECT ERIC CRANSTON STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN E.CRANSTON PLAN TRUE NORTH NORTH TYP. DATE TYP. SOUTH ELEVATION SCALE: 1/2" = 1'-0" 04.21.17 CHECKED LEGEND: GENERAL NOTES 1. COORDINATE WORK WITH ALL TRADES REQUIRED TO COMPLETE THE WORK. 2. LEAVE WORK AND STAGING AREAS CLEAN AND UNCLUTTERED AT THE END OF EACH DAY AND THE END OF THE JOB. 3. REMOVE ALL DEMOLISHED MATERIALS FROM BOEING PROPERTY. 4. REMOVE ALL TOOLS AND MATERIALS FROM THE WORK AREA. 5. NO CHANGES SHALL BE MADE TO THE DRAWINGS WITHOUT WRITTEN APPROVAL BY THE FACILITIES ENGINEER RESPONSIBLE FOR THAT PORTION OF THE WORK. 6. ALL WALL DIMENSIONS TO FACE FINISHED SURFACE, UNLESS NOTED OTHERWISE. CONSTRUCTION NOTES I PROVIDE NEW 2'-6" X 7'-0" SOLID CORE WOOD DOOR WITH 1/4" TEMPERED GLAZING HALF -LITE. RE -WORK EXISTING WOOD FRAME TO ACCOMMODATE NEW DOOR. HINGES: STANLEY FBB179, 4 1/2 X 4 1/2, US26D LOCKSET: YALE 5407, 497, US26D SEAL: PEMKO S88D 17' BOTTOM: PEMKO 4301CRL X 2'-6" GLAZING: 1/4" TEMPERED GLASS, 20" X 36" PREP AND PAINT. COLOR TBD. REPLACE 1/2" PLYWOOD PANEL. PREP, PRIME AND PAINT. COLOR TBD. SCRAPE LOOSE PAINT FROM SURFACE. PREP AND PAINT. COLOR TBD. 4> SINGLE -PLY SARNAFIL ROOFING. INSPECT EXISTING WOOD DECKING FOR DAMAGE. REPLACE DECKING IN KIND AS REQUIRED. SARNAFIL S327 PVC ROOFING, 60 MILS THICK, "WHITE" (APPROX. 105 S.F.) PROVIDE NEW STRUCTURAL MEMBERS AS REQUIRED. REPLACE IN KIND. PROVIDE NEW 3/4" PLYWOOD SUBFLOOR. PROVIDE NEW VCT FLOORING ON SUBFLOOR. PROVIDE 4" RUBBER BASE AT ALL WALLS. ARMSTRONG EXCELON IMPERIAL #51836 "CLASSIC SHELTER WHITE", 12" X 12" VCT BURKE-MERCER "BLACK" 4" COVE BASE (APPROX. 36 S.F.) REVIEWED FOR COMPLIANCE WIT I FPA 70 o NEC OCT 2 7 2017 Ci` C ty of.Tukwila BUILDING DIVISION 0D 1A10 ISSUE FOR CONSTRUCTION 07.12.17 SUBTITLE FLOOR PLAN AND ELEVATIONS REMOVE, CLEAN AND REINSTALL EXISTING CASEWORK. PLACE IN LOCATION AS DIRECTED BY CUSTOMER. PREP AND PAINT EXISTING FLASHING AS FASCIA. COLOR TBD. INSTALL ASTM F 1554 Gr 55 ANCHOR RODS. SIZE AND LOCATION TO MATCH EXISTING STRUCTURE. (8" MIN. EMBED) PREP AND PAINT EXISTING SHEET METAL SKIRT. COLOR TBD. COORDINATE WORK WITH ELECTRICAL AND MECHANICAL. PROVIDE NEW 1/4" TEMPERED GLASS AT WINDOW OPENING. 31 3/4" X 42 1/2". FIELD VERIFY. PROVIDE NEW9 F22C RIMER PANEL. PREP, PRIME AND Pielli bIOFTRD(JKWILA OCT 192017 PERMIT CENTER 2' 1' 0 1' 2' 4' Mill MI SCALE: 1/2"=1'-0" CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 INGINELR CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER REOPEN GATE J8 BUILDING 09-056 COL. X -X / X -X DEV. CENTER, WA SHEET 1A10 JOB NO. W4618793 COMP NO. DWG NO. 09-056-1A10 W110 Mit V PCI A \ICAL VAC L -CL=AD GENERAL SYMBOL DESCRIPTION 1. 24/12 1 24/12 RECTANGULAR DUCT, FIRST NUMBER INDICATES SIZE FOR SIDE SHOWN 24/12 -\ I>< DUCT SHOWN IN SECTION, ARROW POINTS TO SIDE CALLED OUT FIRST b 240 LI 240 ROUND DUCT, NUMBER INDICATES DIAMETER b 24/120 f 24/120 f OVAL DUCT, FIRST NUMBER INDICATES MAJOR DIAMETER, SECOND NUMBER INDICATES MINOR DIAMETER X SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING TOWARDS x SUPPLY AIR DUCT, SQUARE OR RECTANGULAR ELBOW FACING AWAY f EXHAUST, RETURN OR SUPPLY AIR DUCT ROUND, ELBOW FACING TOWARDS } EXHAUST, RETURN OR SUPPLY AIR DUCT ROUND, ELBOW FACING AWAY EXHAUST AIR OR RETURN AIR DUCT, SQUARE OR RECTANGULAR, ELBOW FACING TOWARDS EXHAUST AIR OR RETURN AIR DUCT, SQUARE OR RECTANGULAR, ELBOW FACING AWAY TRANSITION RECTANGULAR TO RECTANGULAR TRANSITION AT TAKE OFF TRANSITION SQUARE OR RECTANGULAR TO ROUND OR OVAL DUCT OFFSET UP OR DOWN OPPOSED BLADE DAMPER PARALLEL BLADE DAMPER f 4 1 VOLUME DAMPER DUCT DAMPER, MOTOR OPERATED (ELECTRIC OR PNEUMATIC) BACK DRAFT DAMPER (ALLOWS FLOW IN DIRECTION OF ARROW) AD OR AP ACCESS DOOR IL (AD) OR ACCESS PANEL (AP) 1FD f IFD f FIRE DAMPER (1 HOUR) FD2 ;FD2 f FIRE DAMPER (2 HOUR) SYM REVISION REOPEN GATE J8 W4618793 BY CEI GENERAL SYMBOL DESCRIPTION ' THTANGUTURNING DVANES SQUARE ELBOW WITH RECT R ;1, -- - HUMIDISTAT, WALL RECTANGULAR DUCT, RADIUS VANED ELBOW HUMIDISTAT CEILING H EXTRACTION GRID '.---P. DUCT TYPE SMOKE DETECTOR 144 ---VMI FLEXIBLE DUCT '2 FLEXIBLE DUCT CONNECTION Ill © TEMPERATURE SENSOR, HUMIDITY SENSOR, DUCT MOUNTED MR SIDEWALL SUPPLY AIR DIFFUSER, GRILLE OR REGISTER AND CFM AIR FLOW Q THERMOSTAT, WALL IL 100 CFM ih -,.-A,- 100 CFM SIDEWALL RETURN/EXHAUST AIR GRILLE OR REGISTER AND AIR FLOW fli -41-N- , 100 CFM SCREENED OPENING AND CFM AIR FLOW TT SUPPLY OUTLET, CEILING TYPE, DIFFUSER OR GRILLE, SQUARE OR RECTANGULAR AND CFM AIR FLOW (SEE NOTE 3) __ SUPPLY OUTLET, CEILING TYPE, ROUND AND CFM AIR FLOW (SEE NOTE 3) LINEAR DIFFUSER AND CFM AIR FLOW (SEE NOTE 3) I I LF7 IBJ RETURN/EXHAUST REGISTER OR GRILLE, CEILING DUCT TYPE AND CFM AIR FLOW RETURN/RELIEF GRILLE, CEILING TYPE, NON -DUCTED /-.-N-- E — -- \ UNIT HEATER, HORIZONTAL ‘Oi I' \ UNIT HEATER, VERTICAL PROJECTION rl' LINED DUCT EEL SOUND ATTENUATOR LINED DUCT WITH ACCESS DOOR AND SMOKE DAMPER ,f AD SD LINED DUCT WITH AXIAL FLOW FAN C--] CENTRIFUGAL FAN CENTRIFUGAL FAN, INLET GUIDE VANES 0. 111-8 EXHAUST FAN SUPPLY AIR FLOW DIRECTION '- RETURN, OUTSIDE OR EXHAUST AIR FLOW DIRECTION APPROVED DATE SYM REVISION GENERAL SYMBOL DESCRIPTION ' THERMOSTAT, REMOTE, CEILING R w pH HUMIDISTAT, WALL HUMIDISTAT CEILING H 4D DUCT TYPE SMOKE DETECTOR [i]H D DUCT TYPE HEAT DETECTOR '2 STATIC PRESSURE REGULATOR Ill © TEMPERATURE SENSOR, HUMIDITY SENSOR, DUCT MOUNTED MR Q THERMOSTAT, WALL ON NIGHT THERMOSTAT THERMOSTAT, CEILING T TEMPERATURE TRANSMITTER TT VAV BOX LEGEND 1ST CHARACTER: V= VARIABLE AIR VOLUME TERMINAL UNIT ' 2ND CHARACTER: F= FAN POWERED UNIT C= SHUTOFF UNIT 3RD CHARACTER: E= ELECTRIC HEAT W= HOT WATER HEAT C= NO HEAT COIL MARK NUMBER lk7.1 w BY APPROVED DATE TB 07.12.17 SUGGESTED ABBREVIATIONS ABBREVIATION DESCRIPTION A MV AD ADD AF AFF AP APPROX ARCH AUD AVG BI BDD BFP BHD BHP BLDG BOD BOP BOS BTU BTUH BW C Cv 'C CAP CC CCW CFM CI COND CONN CONT CPLG CPVC CW DA DB DBD DIA 0 DIS DIR DN DS DWG dB EA EAT EFF ELL ELEC ELEV, EL ESP EVAP EWT EXH EXIST EXT 'F FC FD FLR FCO FOB FOF FOIC FOT FPM FRP FS FT FV GAL GPM GALV GA HC HD HORIZ HP HPC HR HVAC HPU HTG ID IE IGV INSUL IN ANCHOR AUTOMATIC AIR VENT ACCESS DOOR ANGULAR DOWN DISCHARGE AIR FOIL WHEEL ABOVE FINISHED FLOOR ACCESS PANEL APPROXIMATELY ARCHITECTURAL ANGULAR UP DISCHARGE AVERAGE BACKWARD INCLINED WHEEL BACK DRAFT DAMPER BACKFLOW PREVENTER BOTTOM HORIZONTAL DISCHARGE BRAKE HORSE POWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM OF STEEL BRITISH THERMAL UNIT BRITISH THERMAL UNIT PER HOUR BUTTWELD COMMON FLOW COEFFICIENT TEMPERATURE - DEGREES CELSIUS CAPACITY COOLING COIL COUNTER CLOCKWISE ROTATION CUBIC FEET PER MINUTE CAST IRON CENTER LINE CONDENSATE CONNECTION CONTINUED/CONTINUATION COUPLING CHLORINATED POLYVINYL CHLORIDE CLOCKWISE ROTATION DIRECT ACTING DRY BULB TEMPERATURE DOWN BLAST DISCHARGE DIAMETER DEIONIZED WATER SUPPLY DEIONIZED WATER RETURN DOWN DOWNSPOUT DRAWING DECIBELS EXHAUST AIR / EACH ENTER AIR TEMPERATURE CO EFFICIENCY ELBOW ELECTRICAL ELEVATION EXTERNAL STATIC PRESSURE EVAPORATOR ENTERING WATER TEMPERATURE EXHAUST EXISTING EXTERIOR / EXTERNAL TEMPERATURE - DEGREES FAHRENHEIT FORWARD CURVE WHEEL FIRE DAMPER FLOOR FLOOR CLEAN OUT FLAT ON BOTTOM FACE OF FLANGE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FLAT ON TOP FEET PER MINUTE GLASS FIBER REINFORCED PLASTIC FLOW SWITCH FEET FACE VELOCITY FPM GALLONS GALLONS PER MINUTE GALVANIZED GAGE, GAUGE HEATING COIL HEAD - FEET OF WATER HORIZONTAL HORSEPOWER HIGH PRESSURE CONDENSATE HOUR HEATING, VENTILATING AND AIR CONDITIONING HEAT PUMP UNIT HEATING INSIDE DIAMETER INVERT ELEVATION INLET GUIDE VANE INSULATION INCHES SUGGESTED ABBREVIATIONS ABBREVIATION DESCRIPTION KW KVA LAT LBS, # LWT MA MAX MBH MCC MECH MIN MOV MTD, MTG NC NIC NO NTS NPSH OA OBD OF OS&Y OD OVHD PBD PD/AP PDI POC POS PRESS PRV PS PSIG PSV PVC RA RECT REF REV RH RM ROT RPM RQD RTN RV SA SCFH SCFM SHC SHF SHT SO SOV SP SQ SS STL STRUC SW SUCT TDH TEMP TH THC THD THRD TOD TOS TOP TP TS TSP TV TYP UBD VAV VD VP VERT VTA VTR WB WCO WG WHA W/ KILOWATT KILOVOLT -AMPERE LEAVING AIR TEMPERATURE ('F) POUNDS LEAVING WATER TEMPERATURE ('F) MIXED AIR MAXIMUM HEAT CAPACITY BTU PER HOUR X 1000 MOTOR CONTROL CENTER MECHANICAL MINIMUM MOTOR OPERATED VALVE MOUNTED, MOUNTING NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN / NUMBER NOT TO SCALE NET POSITIVE SUCTION HEAD OUTSIDE AIR OPPOSED BLADE DAMPER OVERFLOW OUTSIDE SCREW AND YOKE OUTSIDE DIAMETER OVERHEAD PARALLEL BLADE DAMPER PRESSURE DROP OR DIFFERENTIAL PRESSURE PLBG. & DRAINAGE INSTITUTE POINT OF CONNECTION POSITION PRESSURE PRSSURE REGULATING VALVE PRESSURE SWITCH PRESSURE - POUNDS PER SQUARE INCH, GAUGE PRESSURE RELIEF (SAFETY) VALVE POLYVINYL CHLORIDE REVERSE ACTING (CONTROLLER) / RETURN AIR RECTANGULAR REFERENCE REVISED RELATIVE HUMIDITY ROOM ROTATION REVOLUTIONS PER MINUTE REQUIRED RETURN ROOF VENT SUPPLY AIR STANDARD CUBIC FEET/HR STANDARD CUBIC FEET/MIN SENSIBLE HEAT CAPACITY SENSIBLE HEAT FACTOR SHEET SCREENED OPENING SOLENOID OPERATED VALVE STATIC PRESSURE SQUARE STAINLESS STEEL STEEL STRUCTURAL SOCKET WELD SUCTION TOTAL DYNAMIC HEAD (FEET OF WATER) TEMPERATURE TOTAL HEAD (FEET OF WATER) TOTAL HEAT CAPICITY TOP HORIZONTAL DISCHARGE THREADED TOP OF DUCT TOP OF STEEL TOP OF PIPE TOTAL PRESSURE TEMPERATURE SWITCH TOTAL STATIC PRESSURE TURNING VANE TYPICAL UP BLAST DISCHARGE VARIABLE AIR VOLUME VOLUME DAMPER VELOCITY PRESSURE VERTICAL VENT TO ATMOSPHERE VENT THROUGH ROOF WET BULB TEMPERATURE WALL CLEAN OUT WATER GAUGE (INCHES OF WATER) WATER HAMMER ARRESTOR WITH ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE "DRAWN CO CHECKED TB ENGINEER CHECKED DATE 05.02.17 05.02.17 SUBTITLE HVAC LEGEND REVIEWED FOR V� COMPLIANCE WITH NFPA70 - NEC. OCT 2 7 2017 City of Tukwila BUILDING DIVISION OFFMAN N G I N E E RS 1601 FUh Avenue, Suite 900 !Seattle, WA 98101 ph 206.6x!.07171 fax 206.624.3775 eoffma,.eom LASTING awl* pros lnr6n0c. RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER 07.12.2017 ISSUE FOR CONSTRUCTION CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 APPROVED APPROVED TITLE MECHANICAL MASTER REOPEN GATE J8 BUILDING 09-056 COL. X-X/X-X DEV, CENTER, WA SHEET MIA JOB NO. W4618793 COMP NO. DWG NO. WI) 9/4 09-056-M1A VI -CI IA\ CAL 11)1\G GENERAL SYMBOL DESCRIPTION -i BREAK IN PIPE CROSSING LINES, NO CONNECTION DIRECTION OF FLOW SLOPE DIRECTION OF SLOPE, DOWN EQUIPMENT MARK NUMBER (EXIST EXISTING WORK EXISTING TO BE REMOVED HIDDEN OR BELOW GRADE IN-LINE RECIRCULATING PUMP INSULATED PIPE I - INSULATED PIPE WITH ELECTRIC HEAT TRACING ANEW NEW WORK .POC POINT OF CONNECTION PUMP FIXTURES SYMBOL DESCRIPTION 0 CIRCULAR WASHFOUNTAIN --i I CO SEMI -CIRCULAR WASHFOUNTAIN FCO CLEAN OUT, FLOOR ELECTRIC WATER COOLER s1 O LAVATORY, ROUND COUNTER MOUNT LAVATORY, RECTANGULAR COUNTER OR WALL MOUNT • ORD (OFD) ROOF DRAIN (OVERFLOW DRAIN - ROOF) 0o SAFETY EYE WASH FOUNTAIN (O‘ . i � SAFETY SHOWER AND EYE WASH In) SERVICE SINK, FLOOR MOUNT I) SERVICE SINK, WALL HUNG SHOWER STALL AND FIXTURE ��41 D URINAL, WALL HUNG CO WATER CLOSET, WALL HUNG c0 WATER CLOSET, FLOOR MOUNT COOLING TOWER FILTER SUPPLY —CTWR— COOLING TOWER WATER RETURN —CTWS— COOLING TOWER WATER SUPPLY —CW-- WASTE FITTINGS SYMBOL DESCRIPTION —A— 1/4 BEND --i I CO CLEAN OUT, EXPOSED FCO CLEAN OUT, FLOOR —O wC0 CLEAN OUT, WALL —CD— O FFD FUNNEL FLOOR DRAIN 0 FUD FUNNEL DRAIN O FD FLOOR DRAIN O FS FLOOR SINK CLEAR WATER DRAIN LATERAL I) —CLWS— TRENCH DRAIN ...c.iuii QO WR WASTE RECEPTOR, ROOF CORROSION RESISTANT WASTE WYE AND 1/8 BEND, SHOWN WITH CLEAN OUT I III co —CTFS— COOLING TOWER FILTER SUPPLY —CTWR— COOLING TOWER WATER RETURN SYM REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED DATE PIPE IDENTIFICATION SYMBOL DESCRIPTION —A— COMPRESSED AIR, PLANT —AS— AQUEOUS SOLUTION —A(250)- COMPRESSED AIR, 250 PSI C— CONDENSATE RETURN (GRAVITY) — —CD— CHEMICAL DRAIN —CF— CHEMICAL FEED —CHWR— CHILLED WATER RETURN —CHWS— CHILLED WATER SUPPLY —CLD— CLEAR WATER DRAIN —CLWR— COOLING WATER RETURN —CLWS— COOLING WATER SUPPLY —CRV— CORROSION RESISTANT VENT —CRW— CORROSION RESISTANT WASTE —CTFR— COOLING TOWER FILTER RETURN —CTFS— COOLING TOWER FILTER SUPPLY —CTWR— COOLING TOWER WATER RETURN —CTWS— COOLING TOWER WATER SUPPLY —CW-- DOMESTIC COLD WATER —C=1 DEIONIZED WATER — DI — —I�1— DISTILLED WATER —DW— —F— FIRE LINE, AHEAD OF ALARM VALVE —FH— FIRE HOSE CABINET PIPING —FOR— FUEL OIL RETURN — FOS— FUEL OIL SUPPLY — FOV— FUEL OIL VENT —G— NATURAL GAS — GN2— GASEOUS NITROGEN — HGD — REFRIGERANT HOT GAS DISCHARGE — HPC— CONDENSATE, STEAM (HIGH PRESSURE) — HPR— CONDENSATE RETURN (HIGH PRESSURE) — HPS— STEAM SUPPLY (HIGH PRESS, 125-250 PSIG) —HPW — HOT PROCESS WATER —HPWC— HOT PROCESS WATER CIRCULATING HW— DOMESTIC HOT WATER SUPPLY — — HWC— DOMESTIC HOT WATER CIRCULATING —HWR— HEATING WATER RETURN —HWS— HEATING WATER SUPPLY REDUCING PIPE FLANGE INSTRUMENT AIR —IA — —ID— INDIRECT DRAIN IW INDUSTRIAL WASTE — — PIW— INDUSTRIAL WASTE (PUMPED) — —LN2— LIQUID NITROGEN —LPC— CONDENSATE, STEAM (LOW PRESSURE) —LPG — LIQUID PETROLEUM GAS —LPS— STEAM SUPPLY (LOW PRESS, 0-15 PSIG) — MPC — CONDENSATE, STEAM (MEDIUM PRESSURE) — MPS — STEAM SUPPLY (MEDIUM PRESS, 15-125 PSIG) —OFD— OVERFLOW DRAIN — PA — PAINT BOOTH SERVICE AIR —PCWS— PROCESS COOLING WATER SUPPLY —PCWR— PROCESS COOLING WATER RETURN —PC— CONDENSATE RETURN (PUMPED) SYM REVISION BY PIPE IDENTIFICATION SYMBOL DESCRIPTION —PCW— PROCESS COLD WATER —PHW— PROCESS HOT WATER —PTW— PROCESS TEMPERED WATER —PHWC— PROCESS HOT WATER CIRCULATING RL— REFRIGERANT LIQUID — RS— REFRIGERANT SUCTION (GAS) — — RWL— RAIN WATER LEADER —S— SPRINKLER LINE — SAN— SANITARY WASTE ABOVE GRADE OR FLOOR -- SAN-- SANITARY WASTE BELOW GRADE OR FLOOR — SPD— SUMP PUMP DISCHARGE — STM— STEAM SUPPLY -- STS-- STORM DRAIN BELOW GRADE --- TP --- TRAP PRIMER --- V-- VENT — VAC— VACUUM — VPD— VACUUM PUMP DISCHARGE PIPE FITTINGS SYMBOL DESCRIPTION Al BELL & SPIGOT > > SOLVENT CEMENT BLIND FLANGE II 0 /Q BUSHING D —III— EXPANSION JOINT —MP— WELDED FITTING FLANGED FITTING -IF—II- -®- FLEXIBLE PIPE CONNECTION ,GC GROOVED COUPLING H8 HOSE BIBB NFHB HOSE BIBB - NON FREEZE -1.:C-1-- PIPE ANCHOR DI4 -IOP/-IAF PIPE CAP SCREWED OR SOLDER JOINT —I yll— BUTTERFLY VALVE PIPE CAP, WELDED OR GROOVED --1) III PIPE CROSS FIRE HYDRANT - 2 HOSE OU !LEI AND PUMPER CONNECTION sR PIPE ELBOW, 90' SHORT RADIUS —C=1 FLOWMETER, VENTURI TYPE PIPE ELBOW, 90' LONG RADIUS —I�1— FLOWMETER ORIFICE PIPE ELBOW, REDUCING GATE VALVE, OPEN / CLOSE -----±-\ PIPE ELBOW, 45' —+O PIPE ELBOW, TURNED UP OR TOWARD GATE VALVE, WITH HOSE CONNECTION PIPE ELBOW, TURNED DOWN OR AWAY -D0i-/-N11- GLOBE VALVE, OPEN / CLOSED PIPE GUIDE = ---- PIPE HANGER -MAV x Y PIPING MATERIAL CHANGE, X TO Y I 14 PIPE PLUG NEEDLE VALVE - PIPE REDUCER CONCENTRIC D o PIPE REDUCER ECCENTRIC SPRINKLER HEAD, UPRIGHT, NEW ---�— PIPE SUPPORT I PIPE TEE, STRAIGHT -hl PLUG VALVE/STOP COCK PIPE TEE, UP OR TOWARD —1.01 Al REDUCING PIPE FLANGE —Ip 47 PIPE TEE, DOWN OR AWAY I C I 21 SCREWED FITTING OR AS SPECIFIED I I f SEISMIC HANGER APPROVED DATE TB 07.12.17 PIPE FITTINGS SYMBOL DESCRIPTION Al 2 WAY CONTROL VALVE W/PNEUMATIC ACTUATOR A SOLVENT CEMENT L1 SPRING HANGER 0 /Q UNION, FLANGED —Il---- —III— UNION, SCREWED ANGLE GLOBE VALVE, ELEVATION / PLAN WELDED FITTING +---♦ ® SOLDERED FITTING -e—e- PIPING SPECIALTIES SYMBOL DESCRIPTION Al 2 WAY CONTROL VALVE W/PNEUMATIC ACTUATOR A THERMOMETER, LINE MOUNT 3 WAY CONTROL VALVE W/PNEUMATIC ACTUATOR C3 0 /Q AIR DROP - HOSE, SIMPLEX / DUPLEX e /e AIR OUTLET - HARD PIPE, SIMPLEX / DUPLEX T Ca ANGLE GLOBE VALVE, ELEVATION / PLAN 400 AUTOMATIC FLOW CONTROL VALVE (NUMBER INDICATES GPM) ® AAV AUTOMATIC AIR VENT (WITH DRAIN) vO BACKFLOW PREVENTER rn-Fi� VACUUM CLEANING OUTLET BALANCE VALVE WITH METERING PORTS vl -1.:C-1-- BALANCE VALVE W/O METERING PORTS DI4 -IOP/-IAF BALL VALVE, OPEN / CLOSED —I yll— BUTTERFLY VALVE I COOLING COIL CHILLED WATER rte! 114-1 FH FIRE HYDRANT - 2 HOSE OU !LEI AND PUMPER CONNECTION FLOAT VALVE D 41� —C=1 FLOWMETER, VENTURI TYPE HALON SYSTEM AUTOMATIC DISCHARGE STATION —I�1— FLOWMETER ORIFICE -D4-/-.4- GATE VALVE, OPEN / CLOSE A GATE VALVE, OUTSIDE SCREW AND YOKE PN GATE VALVE, WITH HOSE CONNECTION DO -D0i-/-N11- GLOBE VALVE, OPEN / CLOSED --1111-- HEATING COIL -N- / $ LIFT CHECK VALVE -MAV MANUAL AIR VENT (WITH DRAIN) MOTOR OPERATED VALVE —. NEEDLE VALVE - © NITROGEN DROP O NITROGEN OUTLET SPRINKLER HEAD, UPRIGHT, NEW PETCOCK jEHOIC PETE'S PLUG, WITH BALL VALVE —1151— PLUG VALVE/STOP COCK 141 PRESSURE GAUGE WITH VALVE Al PRESSURE REGULATING VALVE W/EXT PRESS TAP TAMPER SWITCH 47 PRESSURE REGULATING VALVE (SELF CONTAINED) 21 PRESSURE RELIEF VALVE / SAFETY VALVE D4 QUICK OPENING VALVE QUICK CLOSING VALVE, FUSIBLE LINK I> A SOLENOID OPERATED VALVE STEAM TRAP —r —Z1-- SWING CHECK VALVE WITH FLOW �BOEiivc ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE PIPING SPECIALTIES SYMBOL�, DESCRIPTION f*I TEST PLUG A THERMOMETER, LINE MOUNT �'� THERMOMETER, SEPARABLE WELL MOUNT T TRAP, FLOAT TP TRAP SEAL PRIMER VALVE Mil UNCLASSIFIED VALVE '-. ELECTRIC BELL VACUUM BREAKER Q VACUUM DROP (LAB VAC) vO VACUUM OUTLET (LAB VAC) HARD PIPED V VACUUM CLEANING OUTLET O VALVE BOX -1.:C-1-- VALVE IN RISER (TYPE SPECIFIED) T WATER HAMMER ARRESTOR FDC WYE STRAINER (WITH DRAIN VALVE) I FIRE PROTECTION SYMBOL DESCRIPTION 2 WAY EARTHQUAKE BRACING X 4 WAY EARTHQUAKE BRACING �'� ALARM VALVE, WET — ® ASR AUTOMATIC SPRINKLER RISER K4 DRY PIPE VALVE '-. ELECTRIC BELL EXISTING SPRINKLER HEADS (TO REMAIN) EXISTING SPRINKLER HEADS (REMOVE) X8( X FIRE HOSE CABINET FI -IC FC FIRE DEPARTMENT CONNECTION, WALL TYPE *CC 'c3 FIRE DEPARTMENT CONNECTION, YARD TYPE FDC FIRE DEPARTMENT CONNECTION, FLUSH U 4-1 FH FIRE HYDRANT - 2 HOSE OUTLET 114-1 FH FIRE HYDRANT - 2 HOSE OU !LEI AND PUMPER CONNECTION FLOW SWITCH FS Q HALON SYSTEM AUTOMATIC DISCHARGE STATION A HALON SYSTEM, MANUAL DISCHARGE STATION _.0C4 GROOVED COUPLING, GROOVED CAP I'ZI MONITOR SWITCH PN POST INDICATOR VALVE, YARD SPRINKLER HEAD, DRY PENDENT SPRINKLER HEAD, OVER AND UNDER SPRINKLER HEAD, PENDENT, IN LINE, NEW SPRINKLER HEAD, PENDENT, OFFSET, NEW SPRINKLER HEAD, SIDEWALL, PENDENT, NEW V SPRINKLER HEAD, SIDEWALL, UPRIGHT, NEW SPRINKLER HEAD, UPRIGHT, NEW O THRUST BLOCK }wN� -. d WALL INDICATOR VALVE, PLAN / ELEVATION ¶ WMG WATER MOTOR GONG TAMPER SWITCH -DRAWN CEI CHECKED TB ENGINEER CHECKED DATE 05.02.17 05.02.17 SUBTITLE WELDING SYMBOL DESCRIPTION ROOT OPENING DEPTH OF FILLING FOR PLUG AND SLOT WELDS EFFECTIVE THROAT CONTOUR SYMBOL FINISH SYMBOL SIZE OR STRENGTH FOR CERTAIN WELDS T S (E){a (N) aank ELEMENTS IN THIS AREA REMAIN AS SHOWN WHEN TAIL AND ARROW ARE REVERSED BASIC WELD SYMBOL OR DETAIL REFERENCE TAIL (MAY BE OMITTED WHEN REFERENCE IS NOT USED SPECIFICATIONS, PROCESS OR OTHER REFERENCE GROOVE ANGLE, INCLUDED ANGLE OF COUNTERSINK FOR PLUGWELD LENGTH OF WELD PITCH (CENTER TO CENTER SPACING) OF WELDS FIELD WELD SYMBOL ARROW CONNECTING REFERENCE UNE TO ARROW SIDE OR ARROW SIDE MEMBER OF JOINT WELD ALL AROUND SYMBOL REFERENCE UNE NUMBER OF SPOT OR PROJECTION WELDS BACK WELD FILLET WELD PLUG OR SLOT WELD I I SQUARE WELD 0 SPOT OR PROJECTION WELD GENERAL NOTES: 1. SOME ABBREVIATIONS AND SYMBOLS INCLUDED IN THIS LEGEND MAY NOT BE FOUND ON ANY DRAWINGS. THEY ARE INCLUDED HERE AS PART OF A STANDARD LEGEND AND MAY BE UTILIZED IN THE FUTURE. REVIEWED EVIEWCF ORS COMPLIANCE OCT 2 7 2011 City of .Tukwila BUILDING DIVISION PIPING LEGEND AFOFRVIAN NGINEERS 1601 Fifth Avenue, Suke 900 I Seattle, WA 98101 ph 206.823.0717 I fax 206.624.3775 eollman.eom LASTING - y lie lewlm+ P RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER 07.12.2017 ISSUE FOR CONSTRUCTION CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 APPROVED APPROVED TITLE MECHANICAL MASTER REOPEN GATE J8 BUILDING 09-056 COL. X-X/X-X DEV, CENTER, WA SHEET MIB JOB NO. W4618793 COMP NO. DWG NO. 09-056-M1B SYM REVISION ORIG REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM HEAT PUMP SCHEDULE UNIT NO. AREA SERVED PAIRED UNIT MAKE MODEL UNIT SIZE (TONS) SEEER HSPF COP LIQUID (IN.) SUCTION (IN.) ELECTRICAL SOUND dB(A) WEIGHT (LBS.) REMARKS VOLTS PH AMPS CU -1 GUARD SHACK FCU -1 DAIKIN RXL09QMVJU 0.75 20 11.7 4.1 1/4 3/8 208 1 3.61 49 60 1,2 NOTES: 1. UNIT TO BE MOUNTED OUTSIDE ON CONCRETE SLAB 2. REFRIGERANT R -410A, CHARGED TO 2.09 LBS FAN COIL UNIT SCHEDULE NO. AREA SERVED MAKE MODEL TYPE COOLING COIL TOTAL (BTU/H) FAN CFM (RANGE) ELECTRICAL WI'UNIT (LBS) REMARKS VOLTS PHASE AMPS FCU -1 GUARD SHACK DAIKIN FVXSO9NVJU SPLIT SYSTEM 9,000 145-290 208 1 0.14 31 1,2,3 NOTES: 1. ELECTRICAL DISCONNECT BY ELECTRICAL CONTRACTOR. 2. PROVIDE WITH WALL MOUNTED, PROGRAMMABLE THERMOSTAT. 3. ECONOMIZER EXCEPTION: COOLING UNITS AND SPLIT SYSTEMS WITH A TOTAL COOLING CAPACITY RATED IN ACCORDANCE WITH SECTION C403.2.3 OF LESS THAN 33,000 BTU/H REVISION CONDENSING UNIT REFRIGERANT PIPING FAN COIL UNIT I - BY v ECHANICAL PLAN SCALE: 1/2"= 1'-0" APPROVED DATE MS 07.12.17 ROOF LINE ABOVE CONCRETE PAD Q�BOE/NGS o'— ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI COFFMA NGINEERSN 1801 Fifth Avenue, Suite 9001 Seattle, WA 98101 ph 206.629.07171 fax 206.524.9776 coffmn.com LAMING a«ilyIMelbw a REVIEWED FOR PLUANCE WITH LAPPA 70 NEC OCT 2 7 2017 LEGEND GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES PROVIDE NEW FAN COIL UNIT. PROVIDE NEW CONDENSING UNIT. PROVIDE NEW PROGRAMMABLE T'STAT. / PROVIDE NEW REFRIGERANT PIPING WITH CLOSE -CELL INSULATION AND ALUMINUM JACKET ON EXTERIOR PIPING. PROVIDE NEW 1" COPPER DRAIN PIPE WITH TRAP. LOCATE TRAP INSIDE OF GUARD SHACK. 6. MAINTAIN 9" OF CLEARANCE BETWEEN CU -1 AND NORTH WALL OF GUARD SHACK. RECEIVED.... CITY OF TUKWILA OCT 192017 PERMIT CENTER 07.12.2017 ISSUE FOR CONSTRUCTION DATE 05.02.17 CHECKED MS ENGINEER MS CHECKED 05.02.17 SUBTITLE MECHANICAL PLAN GATE J-8 GUARD BLDG • CURRENT REVISION W4618793 SYMBOLO R I G DATE 07.12.17 APPROVED APPROVED 05.02.17 TRLE MECHANICAL MASTER REOPEN GATE J8 BUILDING 09-056 DEV, CENTER, WA SHEET M500 JOB NO. W4618793 COMP NO. DWG NO. OVA 09-056-M500 POWER ® PANELBOARD, 480Y/277V, 3 PHASE PANELBOARD, 208Y/120V, 3 PHASE P_AN SYMBOLS LIGHTING Y EQUIPMENT IDENTIFICATION "X" DENOTES EQUIPMENT NUMBER "Y" DENOTES HP OR KW RATING ® ENCLOSED CIRCUIT BREAKER D' DISCONNECT SWITCH, NON—FUSIBLE D' DISCONNECT SWITCH, FUSIBLE EP MOTOR STARTER (COMBINATION) ®$M MOTOR STARTER (MANUAL) OaoR A TRANSFORMER (SIZE AS SHOWN, IN KVA) O OR 1=1 JUNCTION BOX OO 460 VOLT MOTOR (SIZE AS NOTED) 115 VOLT MOTOR (SIZE AS NOTED) TELEPHONE/POWER POLE I$ 20A, 120V, 1 PHASE, DUPLEX, HUBBELL 5262 (2) 20 DUPLEX RECEPTACLES, HUBBELL 5262 CONDUIT NOT BURIED BURIED CONDUIT WIRING (UNDERGROUND & IN FLOOR SLAB) CONDUIT, UNDER RAISED FLOOR FLEXIBLE METAL CONDUIT INDICATES PHASE CONDUCTOR (SIZE AS NOTED) INDICATES NEUTRAL CONDUCTOR INDICATES GROUND CONDUCTOR INDICATES ISOLATED GREEN GROUND CONDUCTOR CIRCUIT SOURCE PANEL/(2P OR 3P CKT), 1P CKT 1D6-1/(1,3,5),7 O C.O. —E— CONDUIT TURNS DOWN CONDUIT TURNS UP CONDUIT ONLY EMERGENCY CIRCUIT COMMUNICATIONS 3E TELEPHONE OUTLET SZ DATA OUTLET NC VOICE/DATA OUTLET GROUNDING 6 —G— SYM ORIG GROUND CABLE (UNDERGROUND) & CABLE CONNECTION GROUND ROD CONNECTION GROUND CABLE PIGTAIL GROUND CONDUCTOR IN CONDUIT REVISION REOPEN GATE J8 W4618793 BY CEI I= 1' X 4' SURFACE FLUORESCENT LUMINAIRE CLASS 1, DIV 1, EXPLOSION PROOF, COPPER FREE ALUMINUM HOUSING, STAINLESS STEEL HARDWARE, HIGH IMPACT RESISTANT TEMPERED BOROSILLICATE GLASS GLOBES, ADJUSTABLE ALUMINUM SURFACE MOUNTING BRACKETS. S $3, $4 $LV, 2$Lv, 4$Lv —LV - APPROVED 4' STRIP FLUORESCENT LUMINAIRE, COLD ROLLED STEEL HOUSING, BAKED WHITE ENAMEL FINISH, WIRE GUARDS FULL—CUTOFF WALL MOUNTED LUMINAIRE, DIE—CAST ALUMINUM HOUSING, WET LOCATION LISTED, PREMIUM POLYESTER POWDER COAT PAINT FINISH IN BRONZE LIGHT FIXTURE — FLUORESCENT WITH ALL BALLASTS ON EMERGENCY CIRCUIT SELF CONTAINED, WALL MOUNTED EMERGENCY LIGHTING UNIT EXIT SIGN, WALL MOUNTED EXIT SIGN, CEILING MOUNTED FIXTURE IDENTIFICATION "X" DENOTES FIXTURE TYPE "ZZ" DENOTES FIXTURE WATTAGE TOGGLE SWITCHES — LINE VOLTAGE, SINGLE POLE/ 3—WAY/ 4—WAY NUMBER OF SWITCHES UNDER COMMON PLATE AS INDICATED. LOW—VOLTAGE LIGHTING CONTROL SWITCHES. NUMBER OF SWITCHES UNDER COMMON PLATE AS INDICATED. LOW—VOLTAGE LIGHTING CONTROL WIRING. 3/C #18 AWG IN 1/2"C UNLESS OTHERWISE NOTED. DIAGRAM SYMBOLS SINGLE LINE uJ u T 4 1D10-1 600 A M.L.O. 3 PH, 3 W DATE E SYM TRANSFORMER (DASHED LINE INDICATES ELECTROSTATIC SHIELD) FUSED SWITCH DISCONNECT SWITCH 1D10-2 225 A M. BKR. 3 PH, 4 W PANELBOARDS DISCONNECT SWITCH REVISION BY GENERAL DEMOLITION NOTES 1. ALL CONDUIT AND WIRING SCHEDULE FOR DEMOLITION SHALL BE COMPLETELY STRIPPED AND REMOVED BACK TO THE SOURCE OR NEAREST ACCESSIBLE JUNCTION BOX. SCHEDULED TO REMAIN CONDUIT STUB UPS SHALL BE CUT OFF AND PLUGGED FLUSH WITH SLAB SURFACE, UON. 2. COORDINATE DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT WITH THE BOEING REPRESENTATIVE. COPPER AND OTHER METALS SHALL BE SALVAGED TO BOEING. PLACE MATERIALS IN CONTAINERS PROVIDE BY BOEING. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DE—ENERGIZING ANY CIRCUITS OR EQUIPMENT REQUIRED FOR THIS DEMOLITION WORK. 4. COORDINATE AND SCHEDULE WITH THE BOEING CONSTRUCTION MANAGER ANY POWER, TELEPHONE, DATA, CMCS, PLANT PAGING, FIRE ALARM AND ADT CONTROLS SHUT DOWNS REQUIRED BY THIS DEMOLITION WORK AND, ALSO ENSURE THAT ADEQUATE TEMPORARY AND/OR REROUTING OF SERVICES ARE APPROVED TO AREAS NOT PART OF THIS DEMOLITION WORK, BUT WHICH ARE ADJACENT TO THE AREA(S) OF WORK AND WHICH WOULD BE AFFECTED BY A SHUT DOWN. THE CONTRACTOR SHALL FOLLOW THE BOEING STANDARD LOCKOUT/TAG OUT PROCEDURES THROUGHOUT ANY REQUIRED SHUT DOWN, DEMOLITION AND/OR TEMPORARY RECONNECTION PROCESS. 5. REMOVAL AND DISPOSAL OF ALL IDENTIFIED HAZARDOUS MATERIALS SHALL BE PERFORMED UNDER THE REQUIREMENTS OF BOEING SHEA, OSHA, EPA AND ANY OTHER AUTHORITY HAVING JURISDICTION IN APPLICABLE STATE, CITY AND LOCAL CODES. ABBREVIATIONS AFF AHC AL ATS AWG CB C.O. CRU DED DP EF EMT EPO EWC FACP FAR FATU FVNR GFI GND HP IMC LV M. BKR MCC MLO NACB N.C. N.O. PH PNL PVC RF RMC RVNR SRP SRR SWBD SF ST THHN THWN UH WP XFMR APPROVED ABOVE FINISHED FLOOR ABOVE HUNG CEILING ALUMINUM AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE CIRCUIT BREAKER CONDUIT ONLY COMPUTER ROOM UNIT DEDICATED DISTRIBUTION PANEL BOARD EXHAUST FAN ELECTRICAL METALLIC TUBING EMERGENCY POWER OFF ELECTRIC WATER COOLER FIRE ALARM CONTROL PANEL FIRE ALARM RELAY FAN TERMINAL UNIT FULL VOLTAGE, NON—REVERSING GROUND FAULT INTERRUPTER GROUND HORSEPOWER INTERMEDIATE METAL CONDUIT LOW VOLTAGE MAIN BREAKER MOTOR CONTROL CENTER MAIN LUGS ONLY NON—AUTOMATIC CIRCUIT BREAKER NORMALLY CLOSED NORMALLY OPEN PHASE PANEL POLY—VINYL CHLORIDE (CONDUIT) RETURN FAN REGID METALLIC CONDUIT REDUCED VOLTAGE, NON—REVERSING SMOKE REMOVAL PANEL SMOKE REMOVAL RELAY SWITCHBOARD SUPPLY FAN SHUNT TRIP CIRCUIT BREAKER HEAT—RESISTANT THERMOPLASTIC (WIRE INSULATION TYPE) MOISTURE— AND HEAT—RESISTANT THERMOPLASTIC (WIRE INSULATION TYPE) UNIT HEATER WEATHER PROTECTED TRANSFORMER DATE PWJ 07.12.17 BOE/A/G® Rd GENERAL CONSTRUCTION NOTES A. WORK INCLUDED: FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS FOR COMPLETION OF ALL ELECTRICAL SYSTEMS AND RELATED WORK AS INDICATED ON THE DRAWINGS. B. CODES AND ORDINANCES: ALL WORK SHALL COMPLY WITH LOCAL ORDINANCES, AND SHALL CONFORM TO THE NEC. C. RECORD DRAWINGS: MAINTAIN UP TO DATE "AS—BUILT" DRAWINGS ON SITE AT ALL TIMES. CLEARLY INDICATE ON THESE DRAWINGS, IN RED PENCIL, THE LOCATIONS OF ALL CONCEALED AND UNDERGROUND CONDUIT, AND ALL DEVIATIONS TO THE CONTRACT DRAWINGS. D. WIRING DEVICES: SPECIFICATION GRADE AND UL LISTED, BROWN COLOR WITH GALVANIZED DEVICE PLATES. E. CIRCUIT BREAKERS INSTALLED IN EXISTING PANEL BOARDS: THE SAME MANUFACTURER AND FRAME TYPE AS THOSE REQUIRED FOR THE EXISTING PANELBOARDS. RATINGS AND FRAME TYPES SHALL BE AS INDICATED ON DRAWING OR IN PANEL SCHEDULES. F. SUPPORTING DEVICES 1. FASTEN HANGER RODS, CONDUIT CLAMPS, AND OUTLET AND JUNCTION BOXES TO BUILDING STRUCTURE USING BEAM CLAMPS. 2. USE SELF—DRILLING ANCHORS OR EXPANSION ANCHORS ON CONCRETE SURFACES; SHEET METAL SCREWS IN SHEET METAL STUDS. 3. DO NOT FASTEN SUPPORTS TO PIPING, DUCTWORK, MECHANICAL EQUIPMENT, OR CONDUIT. 4. FABRICATE SUPPORTS FROM STRUCTURAL STEEL OR STEEL CHANNEL, RIGIDLY WELDED OR BOLTED TO PRESENT A NEAT APPEARANCE. USE HEXAGON HEAD BOLTS WITH SPRING LOCK WASHERS UNDER ALL NUTS. COLD GALVANIZE ENDS OF CUT CHANNEL IN EXTERIOR AND DAMP LOCATIONS. 5. INSTALL SURFACE MOUNTED CABINETS, ENCLOSURES, AND PANELS WITH A MINIMUM OF FOUR ANCHORS. PROVIDE STEEL CHANNEL SUPPORTS AND PROVIDE MINIMUM 1" GAP BETWEEN WALL AND EQUIPMENT. G. DEVICE MOUNTING HEIGHTS AND ORIENTATION 1. FACTORY AREAS: MOUNT DEVICES AT +48" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. IF IMMEDIATE AREA HAS DEVICES MOUNTED BELOW 48", CONTACT OWNER FOR RESOLUTION OF MOUNTING HEIGHT. 2. OFFICE AREAS: MOUNT DEVICES AT +18" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. IF IMMEDIATE AREA HAS DEVICES MOUNTED BELOW 18", CONTACT OWNER FOR RESOLUTION OF MOUNTING HEIGHT. 3. SWITCHES SHALL BE MOUNTED WITH OFF POSITION DOWN. 4. 120V STRAIGHT BLADE RECEPTACLES SHALL BE MOUNTED WITH GROUND BLADE AT BOTTOM. H. CIRCUIT IDENTIFICATION 1. PROVIDE SELF—ADHESIVE LABELS ON INTERIOR 120V RECEPTACLES, 120V & 277V LIGHT SWITCHES, DEVICES, BOXES AND JUNCTION BOXES, 480V RECEPTACLES, AND DISCONNECT SWITCHES. LABELS SHALL BE 3/8 INCH, WHITE LETTERS ON BLACK BACKGROUND. 2. PROVIDE NAMEPLATES ON ALL PANEL BOARDS, CONTROL PANELS, ETC., AND ALL EXTERIOR EQUIPMENT AND DEVICES, INSTALLED OR REVISED UNDER THIS CONTRACT. THIS INCLUDES THOSE NOT PHYSICALLY RELOCATED BUT RECIRCUITED. SECURE NAMEPLATES TO EQUIPMENT USING SCREWS OR WIRE LOOP. ADHESIVES ARE NOT ACCEPTABLE. USE ENGRAVED NAMEPLATES, METAL OR PHENOLIC WITH 1/4 INCH WHITE LETTERS ON BLACK BACKGROUND 3. PROVIDE WIRE AND CABLE MARKERS ON EACH CONDUCTOR IN PANEL BOARD GUTTERS, PULL BOXES, OUTLET AND JUNCTION BOXES, AND AT ALL LOAD CONNECTIONS. IDENTIFY WITH BRANCH CIRCUIT OR FEEDER NUMBER AS INDICATED ON DRAWINGS. FOR CONTROL WIRING, IDENTIFY WITH WIRE NUMBER INDICATED ON THE SCHEMATIC OR INTERCONNECTION DIAGRAMS. USE CLOTH MARKERS, SPLIT SLEEVE OR TUBING TYPE 4. NAMEPLATES AND LABELS SHALL INDICATE PANEL AND CIRCUIT NUMBER EQUIPMENT IS SERVED FROM. (E.G. — "1G8/2abc" FOR CIRCUIT 2abc FROM PANEL 1G8) I. EMERGENCY POWER IDENTIFICATION: IDENTIFY ALL BOXES, ENCLOSURES, PANELS, ETC. WHICH CONTAIN EMERGENCY POWER CIRCUITS AND ARE INSTALLED OR WORKED IN WITH APPROPRIATE "EMERGENCY SYSTEM" LABELS AS REQUIRED BY THE WAC. PAINT ALL JUNCTION BOXES RED. J. UNDERGROUND RACEWAYS TO BE SCHEDULE 40 PVC WITH GRS ELBOWS. WRAP ELBOWS WITH 3M SCOTCH WRAP. K. ENCASE ALL UNDERGROUND RACEWAYS IN CONCRETE. L. ALL LIGHTING CONTROLS INCLUDING OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUT OFF CONTROLS, OCCUPANCY SENSORS OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCE OF OPERATIONS SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE A WRITTEN STATEMENT CERTIFYING ALL LIGHTING CONTROLS HAVE BEEN COMMISSIONED. INCLUDE CERTIFICATION IN O&M MANUAL. M. EXTERNAL STEEL 1. EXTERIOR GALVANIZED MATERIALS ARE NOT ALLOWED. REFER TO SPECIFICATION 260500. N. RACEWAYS 1. GENERAL: 3/4" MINIMUM U.O.N. 2. UNDERGROUND: PVC WITH RIGID STEEL ELBOWS. WRAP ELBOWS WITH 3M SCOTCHWRAP TAPE. 3. INTERIOR: RIGID STEEL FOR ALL RACEWAYS BELOW 10' OR 2" DIAMETER & LARGER. 4. EXTERIOR: RIGID ALUMINUM. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN N. LAPRISE CHECKED R. RAMOS DATE 07.12.17 07.12.17 SUBTITLE qFFMAN I N E E RS 1601 Fifth Avenue, Suite 900 !Seattle, WA 98101 ph 208.623.071„fix 206.624.3775 eofin�p�an�. coin LASONO muva i,- p.Y'mlfp REVIEWED FOR. COMPLIANCE WITH NEPA 70 - NEC OCT 2 7 2011 Cityf Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER 07.12.2017 ISSUE FOR CONSTRUCTION LEGEND, ABBREVIATIONS, NOTES CURRENT REVISION SYMBOL W4618793 DATE 07.12.17 NGINEER P. JONES CHECKED APPROVED APPROVED 07.12.17 TITLE ELECTRICAL MASTER REOPEN GATE J8 BUILDING 09-056 DEV. CENTER, WA SHEET El JOB NO. W4618793 COMP NO. DWG NO. 09-056—E • i"EMT, 2#10 ci.e. (VERIFY) M J3 -1/5c TO LTG. FIXT. SEE 9-130-1E10) 2"C (TELEPHONE) 2"C (FUTURE) x 1 X 2"C, 4#10, 1#10 GND 9-101 "EMT, 10 PNL P3 CIRCULATION ROAD J3.1/5 CIRCUITING EXPLANATION: 5b WHERE 5 EQUALS THE LUMINAIRE NUMBER AND: a = PNL P3 CKT #6 b = PNL P3 CKT #10 c = PNL P3 CKT #12 2"C FUTURE) N N ♦ • • • • • • • 4 CONSTRUCTION NOTES REMOVE BRANCH CIRCUIT C2,14 AT BUILDING 9-130 (4#10 & 1#10G) FROM J -BOX TO PANEL. ABANDON RACEWAYS IN PLACE. RE -USE (2) 2"C TO PROVIDE POWER AND COMM TO GUARD HOUSE. REMOVE BRANCH CIRCUIT BACK TO SOURCE FROM BUILDING 09-130. MAINTAIN RACEWAYS IN PLACE FOR RE -USE. 4> REMOVE ABOVE GROUND J -BOX. INTERCEPT EXISTING 1"C (POWER) AND 2"C (DATA) AND RE-ROUTE TO NEW IN -GROUND CONCRETE PULL BOXES. REFER TO DRAWING 09-YRD-E8-Q. o o N I o SYM REVISION BY APPROVED oo ♦ TO P3/8a,10b,12c IN S STA.#15 ELEC. ROOM (S F 109-000-2070-E1) • • 71% <`-'p DATE SYM ♦ -1'2-1 "C4 N(FUTURE TELEPHONE ♦ 4- LEGEND °OO TANDEM LUMINAIRE 250W 480V ON 40' CONCRETE LIGHTING STAND HPS LUMINAIRE 250W 480V ON 40' CONCRETE LIGHTING STAND 0 LIGHT, INCANDESCENT TANDEM FLOOD LIGHTS 2 LAMP 4' STRIP RAPID START STANDARD INDUSTRIAL FLUORESCENT FIXTURES UNDER CANOPY COVERED WALKWAY HANDHOLE & GROUNDROD PANELBOARD, 480Y/277 VOLT, 3 PHASE ® PHOTO ELECTRIC LIGHT CONTROL, MOUNTED AT TOP OF LIGHTING STANDARD, SENSING SIDE TO FACE NORTH. GD JUNCTION BOX ® PULL BOX ELECTRICAL MANHOLE INDICATES PHASE CONDUCTOR INDICATES NEUTRAL CONDUCTOR \.__,INDICATES GROUNDING CONDUCTOR GENERAL NOTES 1. SMALL LETTERS a,b,c DENOTE ELECTRICAL POWER PHASE CONNECTIONS TO LIGHTS. 2. FIXTURES ON LIGHT STANDARDS TO BE STERNER No. EX25A102N250S480C W/ 250 WATT HIGH PRESSURE SODIUM LAMPS & 480 VOLT BALLASTS. 3. ALTERNATE -LIGHTING UNDER WALKWAY CANOPY TO BE LITHONIA DA 240AR-277-CW FIXTURES. WIRING TO BE #10 AWG THWN WITH ALTERNATE PHASES 4. PHOTOELECTRIC LIGHTING CONTROL WIRED TO CONTACTOR W/ #12 AWG WIRE. FOR CONTROL CIRCUIT INFORMATION , SEE DET. 7 ON SHT. E-1. 1 > CONTINUED ON SHT. E8 -M CONTINUED ON SHT. E8 -R CONTINUED ON SHT. E8 -T REFERENCE DRAWINGS TIFF 109-000-2037-E2 ELECTRICAL DETAILS TIFF 109-000-2055-E8 ENTRANCE & S. LANDSCAPE PLAN TIFF 109-000-2061-E3 GATE J-8 TO OXBOW BRIDGE TIFF 109-000-2070-E1 CANOPY ILLUMINATION PLAN TIFF 109-000-2070-E4 CANOPY ILLUMINATION PLAN 9-YRD-E624 9-YRD-E625 9-YRD-E626 9-130-1E10 9-140-1E10 WED FOR ANCE WITH NFP 70 - NEC / OCT 2 7 2017 of Tukwila G DIVISION 10"x10"x6" P BOX (TYP) \\ \ 1\ f\ 1 \ f \ \ \ \ REMOVAL REVISION BY APPROVED DATE "C, 4# (TYP) 2-1"C (FUTUR TELEPHONE) b,c A REOPEN GATE J8 W4618793 CEI PWJ 07.12.17 A OUTDOOR LIGHTING PLAN SCALE: 1"=30'-0" .4 :e7":1 ;SSW 71111OMT AN Gill E E RS 1601 Fath Avenue, Suite 900 I Seattle, WA 98101 ph 208.6210717 I fax 206.624.3775 eoffman.eom LASTING a.rV y Irma. p01"+0h0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. Rudeli DATE 08.07.12 CEIVED F TUKWILA T 1.9 2017 PERMIT CENTER 07.12.2017 ISSUE FOR CONSTRUCTION CHECKED SUBTITLE OUTDOOR LIGHTING PLAN - REMOVAL GUARD GATE J-5 DETAILS GUARD GATE J-5 ELEC. SERVICE GUARD GATE J-5 CONDUIT ROUTING LIGHTING PLAN LIGHTING PLAN E8 -B 141-' (j E8 --C 14 Iu E8 -EJ ,1 E8 -F 'E8 -G fir.« E, -H 0:::/_"--, LEE8-J LE8-K E8 -L _ E8 -M E8-P N E8 -S ---,----- �%E8e//R \Y \ EB -U E8 -V CURRENT REVISION W4618793 SYMBOL A DATE 07.12.17 ENGINLLR John J. Vavrek CHECKED APPROVED John J. Vavrek APPROVED 09.24.12 09.24.12 TITLE ELECTRICAL MASTER REOPEN GATE J8 09 -YARD DEV. CENTER, WA SHEET E8R-Q JOB NO. COMP NO. DWG NO. o 91g 09-YRD-E8R-Q 11 • �^ 4 i"EMT, 2#10 SYM A M J3 -1/5c TO LTG. FIXT. SEE Y -130-1E10 2°C (TELEPHONE) 2°C (FUTURE) x x "EMT, 10 PNL P3 2°C, 4#10, 1#10 GND 9-101 CIRCULATION ROAD J3.1/5 dam" =MT, 410 CIRCUITING EXPLANATION: 5b WHERE 5 EQUALS THE LUMINAIRE NUMBER AND: a = PNL P3 CKT #6 b = PNL P3 CKT #10 c = PNL P3 CKT #12 =1: 1"C-2#6 & 1#1OG TO PANEL F2 t 2°C FOR CCTV CABLES AND 2°C FOR DATA/COMM TO TEL RM (7 TYP.) 1"STEEL C, 4#10 Sb "EMT, 4#10 x TO P3/8a,10b,12c IN SUB STA.#15 ELEC. ROOM (SEE TIFF 109-000-2070—E1) 2-1"C (FUTURE TELEPHONE) CONCRETE HANDHOLES TO BLDG. 9-140 ,off! i"STEEL C., 4#10 / 1"C U.G., 2#6 & 1#10G TO PANEL DATA POWER I �� J8—A c GUARD SHACK i"EMT, 3#8 & 1#10G / /1 i./ 2" FOR TEL/DATA LEGEND °oo TANDEM LUMINAIRE 250W 480V ON 40' CONCRETE LIGHTING STAND HPS LUMINAIRE 250W 480V ON 40' CONCRETE LIGHTING STAND 0 LIGHT, INCANDESCENT TANDEM FLOOD LIGHTS 2 LAMP 4' STRIP RAPID START STANDARD INDUSTRIAL FLUORESCENT FIXTURES UNDER CANOPY COVERED WALKWAY HANDHOLE & GROUNDROD PANELBOARD, 480Y/277 VOLT, 3 PHASE PHOTO ELECTRIC LIGHT CONTROL, MOUNTED AT TOP OF LIGHTING STANDARD, SENSING SIDE TO FACE NORTH. CD JUNCTION BOX ® PULL BOX ELECTRICAL MANHOLE INDICATES PHASE CONDUCTOR INDICATES NEUTRAL CONDUCTOR \.____,INDICATES GROUNDING CONDUCTOR GENERAL NOTES 1. SMALL LETTERS a,b,c DENOTE ELECTRICAL POWER PHASE CONNECTIONS TO LIGHTS. 2. FIXTURES ON LIGHT STANDARDS TO BE STERNER No. EX25A102N250S480C W/ 250 WATT HIGH PRESSURE SODIUM LAMPS & 480 VOLT BALLASTS. 3. ALTERNATE—LIGHTING UNDER WALKWAY CANOPY TO BE LITHONIA DA 240AR-277—CW FIXTURES. WIRING TO BE #10 AWG THWN WITH ALTERNATE PHASES 4. PHOTOELECTRIC LIGHTING CONTROL WIRED TO CONTACTOR W/ #12 AWG WIRE. FOR CONTROL CIRCUIT INFORMATION , SEE DEL 7 ON SHT. E-1. CONTINUED ON SHT. E8—M 2 > CONTINUED ON SHT. E8—R 2°C U.G. TO GUARD SHACK J8 FOR DATA/COM 2°C U.G. FOR CCN CABLING TO GUARD SHACK —056—E500 CONSTRUCTION NOTES j SAW CUT CONCRETE AND PROVIDE NEW RACEWAYS AND CONDUCTORS FROM EXISTING ABOVE GROUND J—BOX TO GUARD SHACK BUILDING 09-056. PULL NEW CONDUCTORS IN EXISTING UG RACEWAY. PROVIDE NEW CONCRETE HANDHOLE. 4> ROUTE 2°C FOR CCTV CABLING UP TO UNDER THE WALKWAY CANOPY ROOF. PROVIDE RACEWAYS FOR FEEDERS AND TEL/DATA FROM EXISTING HANDHOLE TO 09-140. REFER TO DRAWINGS 09-140-1E110 AND 09-140-1E360 FOR CONTINUATION. © PROVIDE NEW 2°C FOR CCTV CABLES. 7 SAW CUT CONCRETE AS REQUIRED. PROVIDE NEW GUARD GATE LIGHT POLE. REFER Ti DRAWING 09-056—E500. REVISION REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM x REVISION \ \1 t\ \ �\ C OL S CONTINUED ON SHT. 9-140-1E110 AND 9-140-1E360 1 5 > CONCRETE HANDHOLE 12"x18"x18"D WITH 1/4" PAINTED STEEL DIAMOND PLATE COVER. REFERENCE DRAWINGS TIFF 109-000-2037—E2 ELECTRICAL DETAILS TIFF 109-000-2055—E8 ENTRANCE Sc S. LANDSCAPE PLAN TIFF 109-000-2061—E3 GATE J-8 TO OXBOW BRIDGE TIFF 109-000-2070—E1 CANOPY ILLUMINATION PLAN TIFF 109-000-2070—E4 CANOPY ILLUMINATION PLAN 09—YRD—E624 09—YRD—E625 09—YRD—E626 09-130-1E10 09-140-1E10 REVIEWED FOR PLIANCE WITH 70 NEC x6" P P) 7 2017 City oTukwila ILDING DIVISION i"C, 4# (T P) 2-1°C (FUTUR TELEPHONE) ED KWILA BY APPROVED DATE PWJ 07.12.17 OUTDOOR LIGHTING PLAN SCALE: 1"=30'— 0" �BOEi�vc° w 7Hit'tn CFOIVIAN NGINEERS 1601 Fifth Avenue. Suite 900 1Seattle. WA 98101 ph 208.823.07171 fax 200.824.3775 coif ean.coni LASTING aw'vN lib labfro+,F. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN S. Rudeil DATE 08.07.12 2017 PERMIT/CENTER / 07.12.2017 ISSUE FOR CONSTRUCTION CHECKED LNGINLLK John J. Vovrek CHECKED APPROVED John J. Vavrek APPROVED 09.24.12 09.24.12 SUBTITLE TITLE ELECTRICAL MASTER OUTDOOR LIGHTING PLAN REOPEN GATE J8 09 -YARD DEV. CENTER, WA GUARD GATE J-5 DETAILS GUARD GATE J-5 ELEC. SERVICE GUARD GATE J-5 CONDUIT ROUTING LIGHTING PLAN LIGHTING PLAN E II 188 -Cr —' , rE8-E F ta� Itti 1 E8 - EH( II ‘;'.-7E81 SES -J �IE1 I ol—imii111 IL: E8 -M P CP ��. Cilkirl CURRENT REVISION W4618793 SYMBOL A DATE 07.12.17 SHEET E8 -Q JOB NO. COMP NO. DWG NO. 09—YRD—E8—Q 1 SYM CU -1 240V,1 1,3.61 A FCU -1 J8—A 240V,14),0.14A PNL J8 A WP 30AS/2AF 0 O MOUNT INSIDE COMM CABINET 208Y/120V POWER PLAN n SCALE: 1 /4"= 1'-0" 1 E500 0 r7 LIGHT POLE, BASE AND FOUNDATION. SEE STRUCTURAL FOR DETAILS AND SPECIFICATIONS E500 • CCTV CAMERA ®+15'-0" AFF SEE C601IE500 DRAWING 09—YRD—C601 ROAD (ASPHALT) GRADE LEVEL ELEVATION - GUARD GATE LIGHT POLE SCALE: NTS E500 REVISION ORIG REOPEN GATE J8 W4618793 BY CEI APPROVED DATE SYM REVISION TYP. LIGHT POLE, BASE AND FOUNDATION J8—A/7,9 5 POLE LIGHTING BYPASS ON/OFF SWITCH PNL J8—A WP LIGHTING PLAN SCALE: 1/4"= 1'—O" E500 \218/ FLOODLIGHT TYP. 2 SIDE TYP. a-{6> J8—A/7 TO POLE LIGHTING 3/4"C-6#12 & 1#12G & 2#14 FOR PHOTOCELL CONTROL 1 > PHOTO CELL AREA LIGHT / L1 \ TYP. 2 SIDE 1881 FLOODLIGHT NP. 2 SIDE 6' CROSS ARM PIECE (4"X4"X6') GUARD GATE J8 - AREA LIGHTING n SCALE: NTS E500 BY APPROVED DATE PWJ 07.12.17 �BOEiivc� (2) 2"C TO BLDG. 09-140 REFER TO DRAWING 09—YRD—E8—Q A LIGHT POLE, BASE AND FOUNDATION POLE MOUNTED CCN 3/4"C U.G. TO POLE J—BOX FOR CCN CABLES COMMUNICATIONS CABINET DATA/TELECO SCALE: 1/4"= 1'-0" vi FLOOD LIGHT FIXTURES FACING SOUTH AREA LIGHT FIXTURES FLOOD LIGHT FIXTURES FACING NORTH P _AN 1-2°N if If. . 2#12 & 1#12G PHOTOCELL —2#14 a FLOOD LIGHT ON r"Q GUARD SHACK ROOF FACING SOUTH POLE LIGHTING I CONTROL PANEL CAT 5 J8—A/7,9 ��\ 240V,14) POLE LIGHTS SEQUENCE OF OPERATION: ED 48. �v�-- BYPASS ON/OFF SWITCH Lv FLOOD LIGHTS NORTH BYPASS ON/OFF SWITCH AREA LIGHTS REVIEWED� A E FOR 1PPA70-NEG OCT 27 2017 City of Tukwila BUILDING DIVISION BYPASS ON/OFF SWITCH FLOOD LIGHTS SOUTH 1. ASTRONOMIC TIMER TURNS ON/OFF ALL POLE LIGHTS AT PRE—SET TIMES. 2. PHOTOCELL OVERRIDES AND TURNS LIGHTS ON IF NATURAL LIGHT IS BELOW A PRESET VALUE. 3. (3) LOW VOLTAGE SWITCHES OVERRIDE TIMER AND PHOTOCELL BY GUARD. J8 AREA POLE LIGHTING WIRING DIAGRAv SCALE: NTS J ' A'O �, &) °Vtg Syf�c ff ACORNAN N G I N E E RS 1801 nth Avenue, Suke 9001 Seattle, WA 98101 ph 206.621.0717 I fax 206.624.3775 eoRmen.00m LASTING ...Way blew ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE I�CEIVED F TUKWILA OCT 1 9 2017 PERMIT CENTER 07.12.2017 ISSUE FOR CONSTRUCTION DRAWN N. LAPRISE CHECKED R. RAMOS /ENGINEER P. JONES CHECKED AIL 07.12.17 07.12.17 07.12.17 83 ��FTST APPROVED WIN 711112M7 SUBTITLE GUARD HOUSE J8 ELECTRICAL PLANS TITLE ELECTRICAL MASTER REOPEN GATE J8 BUILDING 09-056 LEGEND P 2'x2' NOMINAL LED FIXTURE, LITHONIA 2ACL2 33L 42/ EZ1 LP835 WITH DGA22 DRYWALL CEILING ADAPTER FOR RECESSED MOUNTING. L1 LED AREA LIGHT, POLE MOUNTED, 18752 LUMEN, 188/ 188 WATT, 240V, FORWARD THROW ASSY. DISTRIBUTION, 4000K NEUTRAL WHITE MODEL: LSI XGBM—FTA—LED—SS—NW (240V,14)) LOCATION: GUARD GATE J8A LED FLOOD LIGHT, LITHONIA DSXF2 LED P1 40K FL—MVOLT—THK—PE—UBV L3 LED FLOOD LIGHT, POLE MOUNTED, 23900 LUMEN, 18 218 WATT, 240V, 4000K, 70CRI, WITH TOP SHIELD. ANGLE TILT UP 45'. MODEL: GE EVOLVE EFH101—CC77740—DARK BRONZE TOP SHIELD TSVBLCK—EFH (240V,14)) LOCATION: GUARD GATE J8A. 'Q FLOOD LIGHTS Q OUTDOOR AREA LIGHT FLUORESCENT FIXTURES G$LV LOW VOLTAGE TOGGLE SWITCH $os OCCUPANCY SENSOR WALL SWITCH WATTSTOPPER DW -100 C]4 FIXED CCN SECURITY CAMERA. "LPR" DENOTES LICENSE PLATE READER TYPE (0 PHOTOCELL LIGHTING CONTROL GENERAL NOTES I 1 > PHOTOCELL FOR LIGHTING CONTROL ON TOP OF POLE, FACING NORTH. > LIGHTING CONTROL CONTACTOR CONTROLLED BY ASTRONOMICAL TIME CLOCK, PHOTOCELL AND BYPASS ON/OFF LV SWITCHES IN NEMA 3R ENCLOSURE. FLOODLIGHT ORIENTATION ANGLE — 98 DEGREES, TILT ANGLE — 45 DEGREES FLOODLIGHT ORIENTATION ANGLE — 230 DEGREES, TILT ANGLE — 30 DEGREES FLOODLIGHT ORIENTATION ANGLE — 69 DEGREES, TILT ANGLE — 45 DEGREES FLOODLIGHT ORIENTATION ANGLE — 295 DEGREES, TILT ANGLE — 45 DEGREES 18"W x 24"H x 6"D COMMUNICATIONS CABINET FOR DATA AND CCN WITH 2"C FROM BUILDING 09-140. REFER TO DRAWING 09—YRD—E8—Q. 4 > REFER TO ONE—LINE DIAGRAM, DRAWING 09-140—E4S15. REFERENCE DRAWINGS 09—YRD—E8—Q OUTDOOR LIGHTING PLAN 09-140—E4S15 SUB 15 ONE—LINE DIAGRAM CONSTRUCTION NOTES > PROVIDE NEW EATON MINI POWER ZONE 15kVA, 120/240V, 14), 3W. PROVIDE 3/4"C TO COMMUNICATIONS CABINET. > PROVIDE FUSED DISCONNECT SWITCH 30AS/10AF. ® PROVIDE OUTLET AND PATHWAY FOR CAMERA AND CABLING. CABLING AND CAMERA BY BOEING. 5> PROVIDE LIGHTING CONTROL CONTACTOR CONTROLLED BY ASTRONOMICAL TIME CLOCK AND PHOTOCELL IN NEMA 3R ENCLOSURE. © PROVIDE PHOTOCELL FOR LIGHTING CONTROL ON TOP OF POLE, FACING NORTH. > PROVIDE HANDHOLE/J—BOX FOR CCTV CABLES AT +13'-0". ® PROVIDE LABEL ON SWITCHES. 4' 2' 0 DEV. CENTER, WA 2' 4' 8' MN 111111 MII SCALE 1/4"=1'-0" CURRENT REVISION W4618793 SYMBOLO R I G DATE 07.12.17 SHEET E500 JOB NO. W4618793 COMP NO. DWG NO. 0111/ b‘o*Li 09-056—E500 P (,,) 1 f L 1° ,b, OS z8—A/2 2 P _ — 42 I LIGHTING PLAN SCALE: 1/4"= 1'—O" E500 \218/ FLOODLIGHT TYP. 2 SIDE TYP. a-{6> J8—A/7 TO POLE LIGHTING 3/4"C-6#12 & 1#12G & 2#14 FOR PHOTOCELL CONTROL 1 > PHOTO CELL AREA LIGHT / L1 \ TYP. 2 SIDE 1881 FLOODLIGHT NP. 2 SIDE 6' CROSS ARM PIECE (4"X4"X6') GUARD GATE J8 - AREA LIGHTING n SCALE: NTS E500 BY APPROVED DATE PWJ 07.12.17 �BOEiivc� (2) 2"C TO BLDG. 09-140 REFER TO DRAWING 09—YRD—E8—Q A LIGHT POLE, BASE AND FOUNDATION POLE MOUNTED CCN 3/4"C U.G. TO POLE J—BOX FOR CCN CABLES COMMUNICATIONS CABINET DATA/TELECO SCALE: 1/4"= 1'-0" vi FLOOD LIGHT FIXTURES FACING SOUTH AREA LIGHT FIXTURES FLOOD LIGHT FIXTURES FACING NORTH P _AN 1-2°N if If. . 2#12 & 1#12G PHOTOCELL —2#14 a FLOOD LIGHT ON r"Q GUARD SHACK ROOF FACING SOUTH POLE LIGHTING I CONTROL PANEL CAT 5 J8—A/7,9 ��\ 240V,14) POLE LIGHTS SEQUENCE OF OPERATION: ED 48. �v�-- BYPASS ON/OFF SWITCH Lv FLOOD LIGHTS NORTH BYPASS ON/OFF SWITCH AREA LIGHTS REVIEWED� A E FOR 1PPA70-NEG OCT 27 2017 City of Tukwila BUILDING DIVISION BYPASS ON/OFF SWITCH FLOOD LIGHTS SOUTH 1. ASTRONOMIC TIMER TURNS ON/OFF ALL POLE LIGHTS AT PRE—SET TIMES. 2. PHOTOCELL OVERRIDES AND TURNS LIGHTS ON IF NATURAL LIGHT IS BELOW A PRESET VALUE. 3. (3) LOW VOLTAGE SWITCHES OVERRIDE TIMER AND PHOTOCELL BY GUARD. J8 AREA POLE LIGHTING WIRING DIAGRAv SCALE: NTS J ' A'O �, &) °Vtg Syf�c ff ACORNAN N G I N E E RS 1801 nth Avenue, Suke 9001 Seattle, WA 98101 ph 206.621.0717 I fax 206.624.3775 eoRmen.00m LASTING ...Way blew ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE I�CEIVED F TUKWILA OCT 1 9 2017 PERMIT CENTER 07.12.2017 ISSUE FOR CONSTRUCTION DRAWN N. LAPRISE CHECKED R. RAMOS /ENGINEER P. JONES CHECKED AIL 07.12.17 07.12.17 07.12.17 83 ��FTST APPROVED WIN 711112M7 SUBTITLE GUARD HOUSE J8 ELECTRICAL PLANS TITLE ELECTRICAL MASTER REOPEN GATE J8 BUILDING 09-056 LEGEND P 2'x2' NOMINAL LED FIXTURE, LITHONIA 2ACL2 33L 42/ EZ1 LP835 WITH DGA22 DRYWALL CEILING ADAPTER FOR RECESSED MOUNTING. L1 LED AREA LIGHT, POLE MOUNTED, 18752 LUMEN, 188/ 188 WATT, 240V, FORWARD THROW ASSY. DISTRIBUTION, 4000K NEUTRAL WHITE MODEL: LSI XGBM—FTA—LED—SS—NW (240V,14)) LOCATION: GUARD GATE J8A LED FLOOD LIGHT, LITHONIA DSXF2 LED P1 40K FL—MVOLT—THK—PE—UBV L3 LED FLOOD LIGHT, POLE MOUNTED, 23900 LUMEN, 18 218 WATT, 240V, 4000K, 70CRI, WITH TOP SHIELD. ANGLE TILT UP 45'. MODEL: GE EVOLVE EFH101—CC77740—DARK BRONZE TOP SHIELD TSVBLCK—EFH (240V,14)) LOCATION: GUARD GATE J8A. 'Q FLOOD LIGHTS Q OUTDOOR AREA LIGHT FLUORESCENT FIXTURES G$LV LOW VOLTAGE TOGGLE SWITCH $os OCCUPANCY SENSOR WALL SWITCH WATTSTOPPER DW -100 C]4 FIXED CCN SECURITY CAMERA. "LPR" DENOTES LICENSE PLATE READER TYPE (0 PHOTOCELL LIGHTING CONTROL GENERAL NOTES I 1 > PHOTOCELL FOR LIGHTING CONTROL ON TOP OF POLE, FACING NORTH. > LIGHTING CONTROL CONTACTOR CONTROLLED BY ASTRONOMICAL TIME CLOCK, PHOTOCELL AND BYPASS ON/OFF LV SWITCHES IN NEMA 3R ENCLOSURE. FLOODLIGHT ORIENTATION ANGLE — 98 DEGREES, TILT ANGLE — 45 DEGREES FLOODLIGHT ORIENTATION ANGLE — 230 DEGREES, TILT ANGLE — 30 DEGREES FLOODLIGHT ORIENTATION ANGLE — 69 DEGREES, TILT ANGLE — 45 DEGREES FLOODLIGHT ORIENTATION ANGLE — 295 DEGREES, TILT ANGLE — 45 DEGREES 18"W x 24"H x 6"D COMMUNICATIONS CABINET FOR DATA AND CCN WITH 2"C FROM BUILDING 09-140. REFER TO DRAWING 09—YRD—E8—Q. 4 > REFER TO ONE—LINE DIAGRAM, DRAWING 09-140—E4S15. REFERENCE DRAWINGS 09—YRD—E8—Q OUTDOOR LIGHTING PLAN 09-140—E4S15 SUB 15 ONE—LINE DIAGRAM CONSTRUCTION NOTES > PROVIDE NEW EATON MINI POWER ZONE 15kVA, 120/240V, 14), 3W. PROVIDE 3/4"C TO COMMUNICATIONS CABINET. > PROVIDE FUSED DISCONNECT SWITCH 30AS/10AF. ® PROVIDE OUTLET AND PATHWAY FOR CAMERA AND CABLING. CABLING AND CAMERA BY BOEING. 5> PROVIDE LIGHTING CONTROL CONTACTOR CONTROLLED BY ASTRONOMICAL TIME CLOCK AND PHOTOCELL IN NEMA 3R ENCLOSURE. © PROVIDE PHOTOCELL FOR LIGHTING CONTROL ON TOP OF POLE, FACING NORTH. > PROVIDE HANDHOLE/J—BOX FOR CCTV CABLES AT +13'-0". ® PROVIDE LABEL ON SWITCHES. 4' 2' 0 DEV. CENTER, WA 2' 4' 8' MN 111111 MII SCALE 1/4"=1'-0" CURRENT REVISION W4618793 SYMBOLO R I G DATE 07.12.17 SHEET E500 JOB NO. W4618793 COMP NO. DWG NO. 0111/ b‘o*Li 09-056—E500 SYM A FROM MH -17 REVISION SUB 15 13.8kV FDR 1 13.8kV FDR 1 3C/3#4/0 15kV ARMOR -CLAD CABLE 4"C, 3#350MCM 15kV CABLE 15kV DUPLEX SWITCH — ITC FAILED AND IS NOW USED AS SPLICE BOX REOPEN GATE J8 W4618793 BY CEI APPROVED l 13,800V A 1000/1333 WA 5.57% IMP 150•RISE 480Y/277V 1200 AF 1200 RP 0 3 CT E 3 F MAIN 480 120V 3C/3#4/0 15kV ARMOR -CLAD CABLE MULTI- FUNCTION METER 480V, 1600A, 3 PHASE, 4 WIRE Al PAD MOUNT SWITCH NORTH OF BUILDING MEDIUM VOLTAGE SWITCH= I.E.M. TYPE SWGR SO. 076033-001 TRANSFDRMER= MGM CAT# AC378—WG322 SN. 06-01-07-11699A LOW VCLTAGE SECTION= I.E.M. SWBRD w/ GE BOLT—ON CIRCUIT BREAKERS 1 DATE Fl l 600 AF 450 ARP OVEN 312.5kVA 371 FLA F2 400 AF 400 ARP 0 PANEL 2P 400A DIST 3+, 4W 480V -r45 208Y/120V 480V ±rrn 45 208Y/120V F3 l 400 AF 400 ARP r/i/// PANEL 12P 400A DIST 3+, 4W F4 LJJ U 0 (I) PANEL F2 150A 4,, n:.n 45 208Y/120V PANEL D2 200A PANEL J3 100A PANEL B2 100A D OOA 7/////i PANEL J3-1 100A LTG 34,4W 480V +5,.-,n 75 ISO 208Y/120V 48W 30 208Y/120V PANEL J2 225A SYM REVISION BY F5 225A EMERG FROM XR22/3 IN 9-101 ANNEX GEN RM PANEL 3P 225A 3+, 4W F6 225A PANEL 8P 225A 3+, 4W / PANEL K3 PANEL F2 - 150A 150A 3+,4W 3+,4W APPROVED TO GUARD HOUSE DATE PWJ 07.12.17 XFER SW#13 100A 0 F7 225A PNL C2-1 225A 9-130 BLDG 48W -4vrr'n 75 208Y/120 V 60/60 30/30 480/ 206Y/120V PANEL XB2 (6N) 100A 3+,4W -4.Pr, n 15 208Y/120 V PANEL C2 225A 9-130 BLDG 30/30 48W PANEL XB2 100A 9-130 BLDG 9-130 BLDG F8 PNL D2A 225A 9-85 BLDG PANEL 028 200A 9-85 BLDG 9-85 BLDG A A • JOj , of sync yo, F9 1 L LJ CD Q 0 SWITCHBOARD CLOSE—COUPLE TO TRANSFORMER AGOFFMA IGINEEll 1801 Fifth Avenue, Suke 900 !Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 eofinanmm LASTING arivb 1n -n IMtlu""b" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DEPT. DATE DRAWN D. OTTEN CHECKED ENGINEER DAIL 06.11.14 REVIEWED FOR MPLIANCE WITH IFPA 70 - NEC OCT 2 7 2017 City of Tukwila BUILDING DIVISION LEGEND GENERAL NOTES 15kVA 480-120/240V, 14, 3W MINI POWER ZONE EATON, STYLE #P48G11S15CUB, CAT #QSS-48—D-11—S-15—CU—SS—EE WITH INTEGRAL PRIMARY AND SECONDARY CIRCUIT BREAKER O.C.P., NEMA 3R WITH STAINLESS STEEL ENCLOSURE. REFER TO DRAWING 09-056—E500. REFERENCE DRAWINGS 09-056—E500 GUARD HOUSE J8 ELECTRICAL PLANS 09—YRD—E8—Q OUTDOOR LIGHTING PLAN CONSTRUCTION NOTES j CONNECT J8 GUARD HOUSE ELECTRICAL TO EXISTING PANEL. PROVIDE NEW 40A/2P C.B. TO MATCH MANUFACTURE AND AIC RATING. PROVIDE NEW FEEDERS. PROVIDE NEW MINI POWER ZONE. RECEIVED CITY OF TUKWILA OCT 192017 PERMIT CENTER 07.12.2017 ISSUE FOR CONSTRUCTION '��`.• X83 e.� aA s C'\°' vary APPROVED APPROVED 7111MM7 SUBTITLE TITLE ELECTRICAL MASTER SUB 15 ONE -LINE DIAGRAM REOPEN GATE J8 BUILDING 9-140 twvo DEV. CENTER, WA CURRENT REVISION W4618793 SYMBOL A DATE 07.12.17 SHEET E4S15 JOB NO. COMP NO. DWG NO. 9-140—E4S15 1 1/4"RSC RF -2 3 HP CWP -1 7 1/2"HP CWP - 7 1/ ER) 1/2"C. 6#10 CONTROL CABINET W/15A MAIN BREAKER 1/2" LT FLEX, 3#12 F2/25,27,29 480/230V PH 1 -1/2"RS- 38,40,42 HWP- 2 HP HWP-2 2 HP 19,21,23 1/2"C. 3#10 12P/21 12P/15 SUB15 12P/3 #6 13/4"RSC (TO 100A & 60A RECEPTACLES SOUTH YARD COL. F) 3P 2P/UA 14,16,1 31 33 35 20,22,24 32,34,36 e1 D.E e qv) elpa IF Del Q UST COLLE II RELAY CABINET 111:1 P3/13,15,17 1 1/2"-3#3 P3/14,16,18 1 1/2"-3#1/0 1/2"C. 3#10 F2/20,22,24 BLADDER CONTROLL 37,39,41 3/4"C, 9#12 PAINT BOOTH FAN CONT. 3#10 #10 DEAD ENDED 3#12 DEAD ENDED 12P/32,34,36 112"-3,10 3/4"C 1"C,3# 2P/ccc 1"C,3#6,1#10G 2P/ccc 1"C,3#6,1 #1 OG „„---1/2"C, 31/10 r_ 3/4°__ #10,3#12 F2/31,33,35 32 34 36 3/4"C,6#12 Dd 12#12 1"C, 9#12 F2-1/8,10,12, F2-1/1,3,5,7,9,11, 14,16,18, 13,15,17 246202224 ,17 1"C,3#4 F238.40.42 1/2"RS, 3#12 K3/13,15,17 F2/26,28,30 3/4"C-'" 3/4" 3#10 3/4"C, 6#12/ F2/1,3,5, 2,4,6 3/4"C, #10 F2/26128,30 GD 3/4"C, 3#12—.. 13,15,1 F2/8,10,12 3/4"C, 3#10 F2-1/25 27, 30KVA XFMR. 480V-120/208V,4,4W 'NL.J3-1 3 PNL.K3 12P/38,40,42 22.5KVA 3PH 480/120-208 F2-1 / 19, CU WALL 30/NF 1'23 30A F2-1/31,33,35 10 30/N 30A 1"C, 2#2 25 NA, 1 PH 480/240VAC K3/20-22-24 3#8 SUPPLY FAN 480V-3PF— HVAC Unit 480V-3PF- HVAC Unit 480V-3PF— J3-1/19,21,23 1"C, 314 Humidifier Unit 1� 480V-3PF— 3/4"C, 3#8,3#12 K3/7,9,11.,31,33,35 3/4"C, 3#10 K3/25,27,29 AHU-1 10 HP 480V,3¢ VACUUM PUMP ' u Humidifier Unit 480V-3PF— P2/abc 3/4"C, 3#10 3#10,1#10G BLADDER PRESS 65FLAI 2P/2abc 2"C,311/0 2KVA 480/120V Control Power 13-1/20,22, 4 F2-1/37,39,41 ..30A /NF 31 33 35 3/4"C, 3#8 K3/7,9,11 LEGEND 480 VOLT DROP-3—WIRE, 4—POLE CROUSE « HINDS TYPE APR, XX APMERES. 480 VOLT RECEPT., 3—WIRE, 4—POLE, CROUSE « HINDS, TYPE ARE, XX AMPERES. m J—BOX ® 480/277V DISTRIBUTION PANEL ® TRANSFORMER, CAPACITY, PHASE & VOLTAGE AS SHOWN GROUND loc N• 100 75 0 3/4"C, 4#14 1"C, 3#12 3", 3#600MCM 4", 3#500MCM CU -1 .- sub15 ckt 11 LEVELING DOCK HYD. PUMP 1/2HP Outdoor Coo ing Units 480V-3PF-14.2MCA 3/4HP Fan CU -2 • OIL. HTR UNIT FOR BLADDER PRESS 59.5FLA TO GUARD CHACK J8 SEE SHEET 09-YRD-E8-Q FOR DETAILS h1 n 3", 3#600MCM 4", 3#500MCM EQUIPMENT SCHEDULE ITEM DESCRIPTION PROPERTY NO. HP KW REMARKS 1 PEXTO SHEAR 07503001 - 2 LEBOND MARI0N0 LATHE 30-263208 - 9.08 FLA 3 LIAIAK MACHINE 4 TOOT DUST COUECTCR - 1/3 5 DELTA BELT SANDER 31-072846 - 6 ROCKWELL BANDSAW 39-007266 - 7 BRIDGEPORT Wu. 39-010896 - 8 DUST COLLECTOR - 3/4 9 BALDOR PEDESTAL GRINDER - - 10 - - - 11 MIXER - 2 12 SHAW-ALMEX BLADDER PRESS 39-009450 - 13 BLUE M OVEN 32-002767 - 52A FLA 14 SPENCER VACUUM 31-006205 - 7.6A FLA 15 0011)3R RSV510 - 21A FU 16 NASH VACUUM PUMP - - 4.6A FLA 17 DOE BATTERY CHARGER 31-077741 - 13A 18 LAGUN MILL - - 4.4A 19 HAMMOND TOOL GRINDER 2067604 - 20 - - - 21 DELTA ROa(v61.L DRILL PRESS BE 331951 3/4 1.5A 22 LARGE OUTDOOR OVEN. SOUTH OF 9-140 Engineered Product up. by PYRO INDUSTRIAL SYSTEMS. INC. 909-429-9995 05302879 mod P600H1/1260 serial 6 780 - - - 480vne, 3ehase. 60 hz 270 KW / 371 FLA - 23 - - - 24 - - - SYM X Y Z A B REVISION RELOCATION OF (2) KUKA ROBOTS CLEAN ROOM MOD. - LASER CONTROL AREA 11D3 INSTALL DISCONNECT SWITCH FOR DOOR AS BUILT INSTALL 480V OUTLETS B-2 1120926 W1773829 W2268372 W2594157 BY SAZAN/SL SAZAN/SL VAVREK SAZAN/SL ESBROOK APPROVED DATE 09.18.12 08.31.13 VAVREK 11.06.13 12.27.13 SYM C D E F REVISION RELOCATE 480V SERSVICE FOR LATHE PROVIDE 30A 480V RECEPTACLE ADD DISC. SWITCH BLADDER PRESS REOPEN GATE J8 W2824499 W3484437 W3910025 BY VAVREK VAVREK M.SANIDAD 1 1/4"RSC,#2 PARTIAL P_AN VIEW SCALE: 1/8" = 1'-0" APPROVED DATE VAVREK VAVREK M.SANIDAD W4618793 CEI PWJ 06.05.14 03.27.15 10.12.15 07.12.17 VAVREK 03.04.14 ef BOE/NG° 711114617 VIEWED FON ?NUANCE WITH NEPA 70 a NEC OCT 272017 CI I 0•TU6{1i�11Ia BUILDING DIVISION_ qFRIAN INEERS 1601 Fifth Avenue, SuMe 9001 Seattle, WA 98101 ph 206.623.0717 I fax 206.824.3775 c0Ifm n.aom LASTING _ . Hp..,s e.dkainY" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN M. DITTMAR RECEIVED CITY OF TUKWILA OCT 102017 PERMIT CENTER 480V 3 PHASE MOTOR MOTOR STARTER, MAGNETIC MOTOR STARTER, MAGNETIC W/ DISCONNECT SWITCH MOTOR STARTER, MANUAL DISCONNECT SWITCH, NON—FUSED, XX AMPERES MACHINE/EQUIPMENT NUMBER X, Y HORSEPOWER GENERAL NOTES 1.) ALL CONDUIT TO BE 1/2" EMT UNLESS OTHERWISE NOTED. 2.) ALL WIRE TO BE #12 THHN/THWN UNLESS OTHERWISE NOTED. 3.) THE FOLLOWING COLOR CODING OF CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600 VOLTS OR LESS. 120/208V 277/480V "A" PHASE (LEFT BUS IN PANEL) BLACK BROWN "B" PHASE (CENTER BUS IN PANEL) RED ORANGE "C" PHASE (RIGHT BUS IN PANEL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4.) LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5.) ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAY. 6.) FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7.) DYMO LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8.) INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. 9.) VERIFY ROTA11ON OF ALL 3 PHASE MOTORS. 10.) UPON COMPLETION OF KUKA ROBOTS INSTALLATION CONNECT AND ENERGIZE ROBOTS. REFERENCE DRAWINGS SEE STRUCTURAL DRAWINGS FOR KUKA ROBOTS INSTALLATION REQUIREMENTS. CONSTRUCTION NOTES CONNECT J8 GUARD HOUSE ELECTRICAL TO THIS PANEL. PROVIDE NEW 40A/2P BRANCH C.B. TO MATCH EXISTING MANUFACTURER AND AIC RATING. >PROVIDE NEW FEEDERS. 07.12.2017 ISSUE FOR CONSTRUCTION DATE 7 -JAN -00 CHECKED R.HOWARD SUBTRLE 480Y/277V POWER PLAN ® 09-140 BLDG KEY PLAN I�III' '1qV SCALE: NONE ql IU' 8' 4' 0 4' 8' 16' SCALE: 1/8"=1'-0" CURRENT REVISION W4618793 SYMBOL F DATE 07.12.17 ENGINEER R.HOWARD CHECKED APPROVED APPROVED TITLE REOPEN GATE J8 BUILDING 09-140.1 ELECTRICAL MASTER COL. ALL o DEV. CENTER, WA SHEET 1E110 JOB NO. 1 COMP NO. 120926 DWG NO. 09-140-1E110 SYM 2"C FOR TEL/DATA & 2"C FOR CCN CABLES TO TELEPHONE ROOM DOCK REVISION BY APPROVED DATE SYM REVISION FLOOR PLAN SCALE: 1/8"=1'-0" BY APPROVED DATE A ADL LAB INSTALLATION J# 100038-00 DLR DC 10.17.00 B ADDENDUM TO ADL LAB J# 100038-00 DLR DC 10.27.00 C REOPEN GATE J8 W4618793 CEI PWJ 07.12.17 fOFR1AN GINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 208.624.3775 eoffmeo.eom LASTING ...iib I. -b. p.rb.nb. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J. CARTWRIGHT CHECKED DAIL 10.27.00 TO GUARC SHACK J8 SEE SHEET 09-YRD-E8-Q FOR DETAILS REVIEWED FOR COMPLIANCE WITH NFPA7O n NEC OCT 2 7 2017 City of Tukwila BUILDING DIVISION LEGEND . COMBINATION DATA/TELEPHONE OUTLET Q DATA OUTLET 14 PHONE OUTLET GENERAL NOTES 1. CONTRACTOR TO VERIFY IF PHONE OUTLET IS TO BE WALL MOUNTED AT 54" OR STANDARD 18". REFERENCE DRAWINGS 09-YRD-E8-Q OUTDOOR LIGHTING PLAN CONSTRUCTION NOTES 07.12.2017 ISSUE FOR CONSTRUCTION I SUBTITLE TELECOMMUNICATIONS RECEIVED CITY OF TUKWILA OCT 1 9 2017 PERMIT CENTER CURRENT REVISION W4618793 SYMBOL DATE 07.12.17 ENGINEER D. CONWAY CHECKED APPROVED PROV D 10.27.00 ELECTRICAL MASTER REOPEN GATE J8 BUILDING 9-140.1 COL. ALL DEV. CENTER, WA '1.1/16°0 SHEET 1E360 JOB NO. 100038-00 COMP NO. DWG NO. 9-140-1E360