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Permit D19-0011 - ELECTRIFY AMERICA - EXPAND LANDSCAPE ISLAND FOR UNDERGROUND ELECTRICAL CONDUITS
ELECTRIFY AMERICA 301 STRANDER BLVD APN: 2623049005 EXPIRED 04/28/2021 D19-0011 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 2623049005 Permit Number: D19-0011 301 STRANDER BLVD ELECTRIFY AMERICA Issue Date: 5/7/2019 Permit Expires On: 11/3/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: TARGET CORPORATION T 0627 PO BOX 9456 C/O PROPERTY TAX/TPN 0950, MINNEAPOLIS, WA, 55440 CHRISTINA SUAREZ 5885 MEADOWS DE, SUITE 700 , LAKE OSWEGO, WA, 97035 EVGLOBAL 2727 SE RAYMOND ST, PORTLAND, WA, 97202 EVGLO**831QB Phone: (913) 458-6725 Phone: Expiration Date: DESCRIPTION OF WORK: EXPAND PORTION OF LANDSCAPE ISLAND TO PLACE ELECTRICAL EQUIPMENT. CURB CUT TO EXPAND LANDSCAPE ISLAND INTO PARKING LOT. UNDERGROUND ELECTRICAL CONDUITS FOR ELECTRICAL EQUIPMENT INSTALL, NO IMPACT TO WATER, SEWER AND SEPTIC. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, AND PROTECTION OF EXISTING UTILITIES. Project Valuation: $120,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $3,224.79 Occupancy per IBC: U 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: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signa Volumes: Cut: 0 Fill: 0 Number: 0 No Date: ✓ ` 7 if 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 c hd"-'mns attached to this permit. Signature: Print Name: Da This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection.. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete, 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ***PUBLIC WORKS PERMIT CONDITIONS*** 9: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 10: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 11: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 12: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 13: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 1600 PUBLIC WORKS FINAL 4046 SI-EPDXY/EXP CONC CITY OF TUK Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov uilding PeAo.--11 001 Project No. Date Application Accepted: t 11 (For offil use only) Date Application Expires: i q lot CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No,: 2623049005 301 STRANDER BLVD TUKWILA, WA 98188 Tenant Name: Electrify America PROPERTY OWNER Name: Target Corporation Address: 301 STRANDER BLVD City: TUKWILA State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Christina Suarez Address: 5885 Meadows Dr, Suite 700 CitY: Lake Oswego State: WA Zip: 97035 Phone: (913) 458-6725 Fax: Email: suarezc@bv.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Suite Number: Floor: New Tenant: 1W1 Yes E ..No ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Black & Veatch Engineer Name: Robley A Evans Address: 6800 115th St. Suite 2292 City: Overland Park State: KS Zip: 66211 Phone: (913) 458-2000 Fax: Email: suarezc@bv.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19,27.095) Name: Address: City: State: Zip: H:kApplicationsWorms-Applications On Line \2011 Applications \Pennit Application Revised - 8-9-11.docx Revised: August 2011 Page 1 of 4 BUILDING PERMIT INFORMATION 6431-3670 Valuation of Project (contractor's bid price): $ 45,000 Describe the scope of work (please provide detailed information): EXPAtiO -P001011 OF 1..AD.--k PC IsLA)30 11) PLAc‘ Existing Building Valuation: LEZ4LEGIUIPMEUT , Will there be new rack storage? IJ Yes No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor NA 2"d Floor NA 3rcf Floor NA Floors thru NA _ Basement NA Accessory Structure* NA Attached Garage NA Detached Garage NA Attached Carport NA Detached Carport NA Covered Deck NA Uncovered Deck NA PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq 11): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm El None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes EI No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Ht \Applications \ Forms -Applications On Line\201 I ApplicationsTermit Application Revise i - 8-9-11.docx Revised: August 2011 Page 2 of 4 PUBLIC WORKS PERMIT 1NFORUTION - 206-433-0179 0 Scope of Work (please provide detailed infolmation): aug-6 GUY 10 01404.0 uvipscApe is(w) wit) usr. uktoete-Gextth9 axlexe4cAt... CoLiourrs ft12-- e1-etre4 MA NAV rus-rmi,_ t.40 impacr To wAite., supit4 se -erg Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District 0 ...Tukwila 0... Water District #125 0 ...Water Availability Provided Sewer District El ...Tukwila 0 ...Sewer Use Certificate Highline El ... Valley View 0 .. Renton ...Sewer Availability Provided 0 .. Renton .. Seattle Septic System: 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 12 ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 Easement(s) Proposed Activities (mark boxes that apply): a _Right-of-way Use - Nonprofit for less than 72 hours ...Right-of-way Use - No Disturbance 0 ..Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way a ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 Geotechnical Report .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis 0...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) o .. Right-of-way Use - Profit for less than 72 hours El .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage 0 ...Sanitary Side Sewer 0 .. Abandon Septic Tank El .. Grease Interceptor El ...Cap or Remove Utilities 0.. Curb Cut 0 .. Channelization 0 ...Frontage Improvements WI .. Pavement Cut 21 .. Trench Excavation 0 ...Traffic Control a .. Looped Fire Line ill .. Utility Undergrounding Ej _Backflow Prevention - Fire Protection Irrigation Domestic Water 0 ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size............WO # 0 ...Deduct Water Meter Size Ej ...Sewer Main Extension ........ __Public El ...Water Main Extension.............Public Private 0 Private El FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water El ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip HAApplicationsTorms-Applications On Line \2011 ApplicationsTennit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 3 of 4 PERMIT APPLICATION NOTES — 0 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWN UT 0 4 AGENT: Signature: Date: 01/09/2019 Print Name: Christina Su ez Day Telephone: (913) 458-6725 Mailing Address: 5885 Meadows Dr. Suite 700 Lake Oswego OR 97035 City State Zip H: \Applications Forms -Applications On Line \201 1 Applications \Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME PERMIT # I) 9 -Oa IN (@ 3 0 JizSOLD, If you do not provide contractor bids or an engineer's estimle with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3 Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $250 (1) Soo 5. Enter total excavation volume cubic yards cubic yards Enter total fill volume $ 2- (4) Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 —100 $23.50 101 — 1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 —200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.19 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ / 2 =— (6) 7. Pavement Mitigation Fee $ The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. (7) $ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 15t 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 —100,000 $325.00 for the lst 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for lst 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) Approved 09.25.02 Last Revised 01.01.19 2 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish H. Transportation Mitigation I. Other Fees Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 3 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $70.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Init llation Cascade Water Alliance RCFC 01.01/019-1231.2019 Total Fee 0.75 $625 N $.6-,416 $7,041 1 $1125 N,,,, 16,040 $17,165 1.5 $2425 $32,080 $34 505 2 $2825 $51,328 $54,153 3 $4425 / 2,656 $107,081 4 $7825 / $160, 0 $176,050 6 $12525/ $320,800 $333,325 Temporary Meter 0.75" $300 2.5" $1,500 Approved 09.25.02 Last Revised 01.01.19 Receipt Number DESCRIPTIONS ACCOUNT . . _ ... _ . QUANTITY PAID PermitTRAK $283.90 D19-0011 Address: 301 STRANDER BLVD Apn: 2623049005 $283.90 Credit Card Fee $8.27 Credit Card Fee R000.369.908.00.00 0.00 $8.27 DEVELOPMENT $25.00 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $12.50 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $12.50 PUBLIC WORKS $250.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 TECHNOLOGY FEE $0.63 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17594 R000.322.900.04.00 0.00 $0.63 $283.90 Date Paid: Tuesday, May 07, 2019 Paid By: HANS VAN DER MEER Pay Method: CREDIT CARD 01278G Printed: Tuesday, May 07, 2019 3:11 PM 1 of 1 SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY . Per itTRAK ,; . PAID $2,940.89 D19-0011 Address: 301 STRANDER BLVD Arm: 2623049005 $2,940.89 DEVELOPMENT $2,855.13 PERMIT FEE R000.322.100.00.00 0.00 $1,715.23 PLAN CHECK FEE R000.345.830,00.00 0.00 $1,114.90 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $85,76 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16406 R000.322.900.04.00 0.00 :, $85.76 $2,940.89 Date Paid: Wednesday, January 09, 2019 Paid By: OVERLAND CONTRACTING INC Pay Method: CHECK 35133152 Printed: Wednesday, January 09, 2019 11:46 AM 1 of 1 SYSTEMS CO TUKwILx ETKAKIT 6200 5OUTH[ENTER oLVD TUxWILA, WA 98188 206'433'1878 CITY OF TVKwILA 0017340000802374464580 Date: 05/07/2019 03:I0:42 PM CREDIT CARD SALE VISA CARD NUMBER: ****w****1862 K TKxN AMOUNT: $283.90 APPROVAL CA: 01278G RECORD #: 000 cLsnx ID: kanuacc X {CARDHOLDER'S SIGmATUREJ I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT vUUCUEK) Thank you! Merchant Copy FIL 0 Permit No. Plan review approval Is SUblect to errors and omissions Approval of construction aocuments does Tot at roe the violation of any adopted code or ordinance Receipt of 1,5 oved Field Copy and YE 4 9�' • r no�iiedgGY, • Date C of TuKWlla BUILDING DIVISION REVISIONS IN No changes snail be made to the scope of work without prior aporoval of the Tukwila Building Division NOTE: Revisions will require a new plan submittal and may include additional plan review. ,ritelectrIfy I' amer/ca WA200201 TUKWILA STALLATION OF ELECTRIC VEHICLE CHARGING EQUIFMENT SEPARATE PERMIT TARGET T0627 REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping Ckvof Tukwila BUIL SITE INFORMATION 301 STRANDER BLVD TUKWILA, WA 98188 PROPERTY OWNER: TARGET CORPORATION EQUIPMENT SUPPLIER: ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SUITE200 RESTON, VIRGINIA 20191 PUGET SOUND ENERGY COUNTY: KING LATITUDE(NAD83): 47° 27' 20.50" N 47.455699° LONGITUDE (NAD83): 122°15' 26.50" W •122.257357° CONTACT ENGINEER: RUSSELL POLLOM (913) 458.6274 POLLOMRE@BV.COM ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES 2015 INTERNATIONAL BUILDING CODE 2017 NATIONAL ELECTRICAL CODE 2012 UNIFORM PLUMBING CODE 2015 UNIFORM MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL PERMITTING JURISDICTION: CITY OF TUKWILA ZONING CLASS: TUC•P THIS SITE IS LOCATED IN FLOOD ZONE "X AREA OF MINIMAL FLOOD HAZARD CONTRACTOR NOTE CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND THE SEALED SET OF DRAWINGS. ANY NECESSARY DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED THROUGH AN RFI REQUEST PROCESS WITH ENGINEERING FOR AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS, � I•K�Y, 301 STRANDER BLVD TUKWILA, WA 98188 AREA MAP CALL BEFORE YOU DIG UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OFWASHINGTON 811081.8004244555 3 WORKING DAYS U1ILIT Y N011NCATaN PRIOR TO CONSTRUCTION LOCATION MAP DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS S CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. 11"917" PLOT WILL BE HALF SCALE UNLESS NOTED E IVISIUN APPROVED JAN 16201 City of Tukwila PUBLIC Works RECEIVED JAN 14 2019 TUKWILA PUBLIC WORKS PROJECT DESCRIPTION A INSTALL(1) TILITY TRANSFORMER INSTALL (1) SWITCHBOARD ASSEMBLY INSTALL (5) 150KW BTC POWER UNITS INSTALL (5) 150KW BTC DISPENSERS INSTALL (Q PEDESTRIAN UGHT POLE C•2 C. Ca C5 E•l E•2 ES E4 E•5 6.1 1}1 D•2 LS1 GENERAL NOTES 1 GENERAL NOTES 2 GENERAL NOTES 3 OVERALL SITE PLAN DEMOLITION SITE PLAN ENLARGED SITE PLAN ENLARGED PROPOSED EQUIPMENT LAYOUT SITE ELEVATION UTILITY PLAN ELECTRICAL PLAN SINGLE LINE DIAGRAM ELECTRICAL DETAILS ELE RICAL DETAILS GRO NDING DETAILS EQUI MOItIDETAILS )� EQUI MENTDETAILS LAN '.GAPING CAN,N TAILSSP1 NT ENGINEER OF RECORD JAN 00 2019 ROBLE A. EVA S PE 439 BLACK48VEATCH CORPORATION PERMIT CENTERnon °N 161 ,:,electrify america ELECTRIFY AMERICA LLC. 1001 EDMUND HALLEY EIRWE SUITE 100 RESTON, VIRGINIA 20191 BLACK & VEATCH 6909 W 115N ST, SUITE 1292 OVERLAND PARK, NS 66211 I9131458.21X10 PROJECT NO: DRAWN BY: CHECKED BY: 197479 KKR LIMB REV 014019 DATE ISSUED FOR CONSTRUCTION DESCRIPTION R IS A VIOLAINNI OF LAW FOR ANY PERSON, UNLESS TNEY ARE ACTING UNDER IRE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER TO ALTER THIS DOGU9ENL WA200201 TUKWILA TARGET TO621 301 STRANDER BLVD TUKWILA, WA 98188 SHEETTIIIE TITLE SHEET & PROJECT DATA SHEET NUMBER T.1 GENERAL CONSTRUCTION NOTES 1, FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY GENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (BLACK 8 VEATCH) CONTRACTOR: (CONSTRUCTION] OWNER: ELECTRIFY AMERICA 2, ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS, 3, THE GENERAL CONTRACTOR SHALL VISFFTHE SITE AND SHALL FAMILIARIZE THEMSELVES MTH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT • DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES, GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. S. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. T. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTUNE ONLY UNLESS OTHERVWSE NOTED, DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IB CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT, MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE VWTH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT, WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION, 1L THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES MTH OTHER DISCIPLINES. 12. CONSTRUCTION SHALL BE PONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES, THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION, 14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES, ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 16. THE CONTRACTOR SHALL CONTACT UTIUTY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE ANDIOR BUILDING, 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 20. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 24:104B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 21. ALL EXISTING ACTIVE SEWER WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO AI FALL PROTECTION, BI CONFINED SPACE, CI ELECTRICAL SAFETY, AND 0) TRENCHING 8 EXCAVATKON, GENERAL CONSTRUCTION NOTES CONT. 22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER ANDIOR LOCAL UTILITIES, 23, THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION, 24, CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURNG CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL 25, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND BD PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE, ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PREAPPROVED BY THE LOCAL JURISDICTION. 27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SNAIL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET Of ASBUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT, 30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 32, NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 34, THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SIZE ON A DAILY BASIS, 35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS ANDIOR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. STRUCTURAL STEEL NOTES 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNLESS NOTED OTHERWISE: WIDE FLANGE SHAPE: A992, SOkd ANGLE AND CHANNEL SHAPE: ASTM A36, 36 ksl PLATE: ASTM A36, 36ksi PIPE: ASTM A53 GRADE B, 35 ksi HSS: ASTM ASDO GRADE B, 461s1 2. HIGHSTRENGTH BOLTS SHALL CONFORM TO ASTM A325: ONE HIGHSTRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY NUT, A HARDENED WASHER CONFORMING TO ASTM F436, THE HARDENED WASHER SHALL BE INSTALLED AGAINST ELEMENT TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS, 3. WELDING ELECTRODES SHALL COMPLY WITH AWS D1,I USING 45.1 ORA5.5EI0XXAND SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1. 4. UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 36, WTTH HEAVY HEXAGONAL NUT. 5, FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH RISC SPECIFICATION. 6. ALL EXPOSED STRUCTURAL STEEL, BOLTS, AND HARDWARE SHALL BE HOT DIP GALVANIZED PER ASTM A123. 1. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCH APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR THE GENERAL FITJJP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD. 8. PRIMER SHALL BE RED OXIDE.CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC( PAINT SPECIFICATION NUMBER 11 CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N•1, (FM:1,500 PSI). MEDIUM WEGHT. (115 PCF) 2. MORTAR SHALL BE TYPES" ABOVE GRADE, TYPE BELOW GRADE CONFORMING TO ASTM C210. (MINIMUM 2,000 PSI AT 28 DAYS) 3, GROUT SHALL HAVE AMINIMUM COMPRESSWESTRENGTH OF3,000PSI AT28DAYS CONFORMING TO ASTM C416. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS, ALL CELLS IN RETAINING WALLS, AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM 0R LINTEL BEAM UNITS, 6. WHEN GROUTING IS STOPPED FOR ONE HOUR DR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 14112" BELOW TOP OF THE UPPERMOST UNIT, L ALL BOND BEAM BLOCK SHALL BE 'DEEP cur UNITS. 8. PROVIDE INSPECTION AND CLEAN•OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4' 2' OF HEIGHT. 9. All GROUT SHALL BE CONSOUDATED WITH A MECHANICAL VIBRATOR. 10, CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS SEE NOTES UNDER 'REINFORCED CONCRETE NOTES" FOR REQUIREMENTS. REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING. LAP SPLICES SHALL BE 41 BAR DIAMETERS, MINIMUM. 12 PROVIDE ONE BAR DIAMETER (A MINIMUM OF 112'I GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS4FEET, 14, HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2184 OF IBC. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITHGROUT, EXCEFT ASNOTED INTHE DRAWINGS OR SPECIFICATIONS, 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH C CELLS CONTAINING REINFORCING STEEL 17. REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE, 18, SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKALI OR ORGANIC MATERIAL 19. All MORTAR MN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS PRIOR TO GROUTING, REINFORCED CONCRETE NOTES 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS UNLESS OTHERWISE NOTED CONTINUOUS INSPECTION IS NOT REQUIRED, SLUMP: 4" MINIS' MAX AIR ENTRAINMENT: 4112%• 1°A BY VOLUME 2, REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A615 GRADE 60, MAXIMUM COARSE AGGRE E SHALL BE 314°. 3. REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION Ccrp1�318FORMINIMUM• CLEARANCES AND CONCRETE COVER, 14 JH CC 4 ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITII'. PRIOR MAYL.4CEf<1€TOF, CONCRETE. ALL CONCRETE SNAIL BE READY•MIXED IN ACC/ROANCE WITH ASTM C9r 5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE B EENSOD4CERt19 DEGREES FAHRENHEIT, 6. DO NOT USE RETEMPEREDCONCRETE, ORADO WATER TO'' DY4MIXCONCRETE ATTHE JOB SITE, 1, WELDED WIRE FABRCSHALL CONFORM TOASTM AIBS. 8 EXCEPT AS DETAILED OR AUTHORIZED, MAKE BARS CON PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B"TENSION LAPS U NOTED OTHERWISE. City of Tukwila BUILDIVIe1DIF� �., •r, , A_ tc"P•SWHCHiE 9. DETAIL BARS IN ACCORDANCE WTTH"ACIDETAILING MANUAL",PUBLICATION SEES AND " BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI316, 10, PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING, 11. EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS MERE THE CONCRETE PAD ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND AS SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE•HALF INCH PREFABRICATED NON -EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. F Ave f america ELECTRIFYAAIERICLSO PCPSEDMUND HALLEY DRIVE SUITE POP RESTON, VW0INMi9191 BLACK & VEATCH WOW I I SS1 ST, S1T1E 2292 OVERLAND PARK, NSW211 ISIS) R82W0 PROJECT NO: 191179 DRAWN BY: MCP CHECREO BY; NMB rr OfININNINIM MUF'R MMI- pli III i ce OSTRUC➢9N DESCRIPTION 1IB A VKKA1WN OF LNW POR ANY PERSON, NN1E65 1NEYARE AC1N@ONOSRFIFE NRECIWN OFA IICENSEO PROFESSIONAL ENGINEER,,10 ALTER 1145 OKUMERI. WA200201 TUKWILA TARGET TO627 301 STRANDER BLVD TUKWILA, WA 98188 KETTLE GENERAL NOTES 1 SHEET NUMBER GN•1 GENERAL SITE WORK NOTES CONT. PART 2 • PRODUCTS GENERAL SITE WORK NOTES CONT. ANCHORAGE INSTALLATION NOTES 1, DRILLING THROUGH EXISTING SLAB REBAR DURING POST•INSTALLED ANCHOR BOLTS INSTALLATION IS NOT PERMITTED, 2. POST•INSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFORMED BY PERSONNEL TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS IMPIII, AS INCLUDED IN THE ANCHOR PACKAGING. 3. EXPANSION AND ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURERS INSTRUCTIONS USING STANDARD EMBEDMENTS AND EDGE DISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS 1. PLACING AND FINISHING CONCRETE THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE QUALFFY WORKMANSHIP IN PLACING AND FINISHING CONCRETE. THE SIDEWALK AND RAMPS SHALL BE FINISHED TO THE TOP OF THE FORMS AND THE SURFACE FINISHED WITH A WOOD OR STEEL FLOAT AND SURFACE TEXTURE SHALL BE A COURSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALK OR RAMP. NO "PLASTERING" OF THE SURFACE SHALL BE PERMITTED. 2, CONTRACTION JOINTS THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO NOMINAL SQUARES OF DIMENSION TO THE WIDTH OF THE SIDEWALK WITH A MAXIMUM DISTANCE BETWEEN JOINTS OF SEVEN FEET SAWING JOINTS, THE CONTRACTOR SHALL BEGIN AS SOON AS THE CONCRETE HARDENS SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING ALONG THE SAW CUT AND SHALL FINISH BEFORE CONDITIONS INDUCE UNCONTROLLED CRACKS, REGARDLESS OF THE TIME OR WEATHER. 3, EXPANSION JOINTS EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EXISTING CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND EVERY TWO HUNDRED FIFTY FEET AND AS SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONEHALF INCH PREFABRICATED NON•EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. GENERAL SITE WORK NOTES PART 1. GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARO SPECIFICATIONS FOR HIGHWAY CONSTRUCTIOMCURRENT EDITION). B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION), 1.2 INSPECTION AND TESTING: A GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITHTHE PLANS AND SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-0R ACTIVITIES )BACKFILL CONCRETE POUR, ETC). 1.1 SITE MAINTENANCE AND PROTECTION: k PRONDEALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OFWORK UNTIL COMPLETION OF THE CONTRACT. B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK C, KEEP SITE FREE OF ALL PONDING WATER D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK, F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED, G. PROVIDE A MINIMUM 184HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED, 2.1 SUITABLE MATERIAL- SUITABLE MATERIAL ARE USED FOR GRADING AND BACKFILL. SUITABLE MATERIALS ARE ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL, ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZE GREATER THAN 3•I1ICH, SUITABLE SOILS HAVE MOISTURE CONTENTS THAT ALLOW THEM TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS. 2.2 UNSUITABLE MATERIAL- SOILS THAT ARE FROZEN, CONTAIN ROOTS OR ORGANIC MATERIAL, DEBRIS, TRASH, REFUSE, OR PARTICLES SIZES GREATER THAN )•INCH. SOILS THAT ARE T00 WET OR T00 DRY TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE 50115 ARE UNSUITABLE, 2.3 GRANULAR BACKFILL- SHALL MEET THE FOLLOWING GRADATION SIEVE SIZE TOTAL PERCENT PASSING 1112INCH (37.5 MID 100 NO. 4 (4,75 MIN) 30TO60 NO 200 (0.075 HMI 3 TO 15 1.1 GRANULAR BEDDING- WELL GRADED SAND MEETING THE GRADATION REQUIREMENT OF ASTM C 33 FINE AGGREGATE 2.5 CONTROLLED LOW STRENGTH MATERIAL(CLSM)-A SELF LEVELING AND SELF COMPACTING CEMENTTIOUS MATERIAL COMPOSED OF SAND, COARSE AGGREGATE, CEMENT, FLY ASH, WATER AND ADMIXTURES. CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI. 2,6 BACKFILL-PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL, GRANULAR BEDDING, GRANULAR BACKFILL OR CLSM. 2.7 TOPSOIL - SOIL MTH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. PART 3 • EXECUTION 3.1 GENERAL: 0. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES, THE WORK AREA SHALL BE CONSTRUCTED AND MANTAINEO IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. CONDUCT UTILITY LOCATE IN ACCORDANCE WITH THE ONE•CALL NOTIFICATION C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE, REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS, SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR USE DURING FINAL SITE GRADING. F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS, BURNING WILL NOT BE PERMITTED. H. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND70RTRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL ALL EXCESS EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF -SITE IN A LEGAL MANNER, J. DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. 3.2 BACKFILL: A, AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERM FOR CAST•IN•PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL. D. PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN B•INCHES LOOSE THICKNESS AND COMPACT TO THE SAME DENSITY AS NATIVE SOIL WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4INCHES IN LOOSE DEPTH AND COMPACTED. E WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DRYING, ADDING WATER, OR INCREASING THE COMPACTOE EFFORT TO MEET THE COMPACTION REQUIREMENTS. 3.3 TRENCH EXCAVATION: A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR, PROVIDE SHORING, SHEETING ANO BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT. C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING MATERIAL 3.4 TRENCH BACKFILL: A. PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS, B. NOTIFY THE GENERAL CONTRACTOR 21 HOURS IN ADVANCE OF BACKFILLING. C. CONDUCT UTIUTY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING, D, PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN G•INCH UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS. E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING, F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN EINCH MOM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE, G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH 3.5 FINISH GRADING: A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. B, UTILIZE SATISFACTORY FILL MATERIAL RESULTIN FRONDHEEXCAVATION WORK IN.THE CONSTRUCTION OF FILLS, EMBANKMENTS AND F MATERIALS. IACEMENT<OFREMOVED UNSUII LE 3IU;41.iINV: WI 1 End. C. REPAIR ALL ACCESS ROADS AND SURROUNDING 'EASUSED DURING DIE COURSE OFT TO THEIR ORIGINAL CONDITION. 3,6 ASPHALT PAVING ROAD: WASHINGTON STANDARD SPECIFICATION DRNSION5•WSDOTPAVEMENT City ofTu'AJila UILCn•`C A. CONTRACTOR RESPONSIBLE FOR RESTRIPING A SPECIFIED, JAB! 30 Lu19 WORK CNRMMERMISE RECEIVED CITY OF TUKWILA JAN092919 PERMIT CENTER L'eIect ifj america ELECTRPYAMERICA LAC, 2019 EDMUND HALLEY ORME SUM 200 RESTOHNROaA2OI91 BLACK & VEATCH RAOW IISA SI, CORMS OVERLAND PARK, KS DE211 1913/ 451100 PROJECTNO: 197479 DRAMN BY; NAP CHECKED BY; NNB O11O8I9 ISSUED FOR CONSTRUCTION DATE DESCRIPTION IT N A VWAIOI O LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE OWECNIN 01 A LICENSEDPROESSWN LENONEERYOALYERTHN 30UMENT. WA200201 TUKWILA TARGET T0627 301 STRANDER BLVD TUKWILA, WA98188 SNEET11ILE GENERAL NOTES 2 SHEET AMBER GN•2 ELECTRICAL NOTES 1, THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANYIALL ELECTRICAL WORK INDICATED. ANYIALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANYIALL APPUCABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ANYIALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP., UGHT FDRURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIORTO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FORA COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: A. UL• UNDERWRITERS LABORATORIES B. NEC NATIONAL ELECTRICAL CODE C. NEMA • NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA • OCCUPATIONAL SAFETY AND HEALTH ACT E. SBC . STANDARD BUILDING CODE F, NFPA • NATIONAL FIRE PROTECTION ASSOCIATION 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. 5, EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER, 6. THE CONTRACTOR SHALL PAY FOR ANYIALL PERMITS, FEES, INSPECTIONS AND TESTING. THE CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING THE EQUIPMENT, T. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL 8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANYIALL REQUIREMENTS SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANYIALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK 9. CONDUCTORS' CONTRACTOR SHALL USE 98%CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE (THWN•2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS, 10. ALL (WWI WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 11, OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WETIOAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS, 12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER, CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS OTHERWISE DIRECTED. 13. ALL WORK SHALL BE PERFORMED BY A UCENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOD INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SNAIL GUARANTEE ANYIALL MATERIALS AND WORK FREE FROM DEFECTS FORA PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE, 16, THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. 17. ADEQUATE AND REQUIRED LABNITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANYIALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED, 19. TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT ANDIOR CABLES INCLUDING EXCAVATION AND BACKFILUNG AND COMPACTION. REFER TO GENERAL SITE WORK NOTES. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANYIALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION, ELECTRICAL NOTES CONT. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE, 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALLPAN ELSWITHONLY TYPEWRITTEN DIRECTORIES. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY•DUTY, QUICK•MAKE AND QUICK•BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI.OXIDE COMPOUND SUCH AS'NOALOX" BY IDEAL INDUSTRIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING, EXPOSED ALUMINUM S COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED • NO SUBSTITUTIONS, 26. AIL EXTERIOR ANO INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED OTHERWISE. ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE. 27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2.1990. THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS • 200 LBS TEST POLYETHYLENE CORD, ALL CONDUIT BENDS SHALL BE A MINIMUM OF 3 FT, RADIUS, RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL•6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT, COAT ALL THREADS WITH 'BRITE ZINC' 0R'GOLD GALA. 28, SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC, 29. CONNECTORS FOR POWER CONDUCTORS' CONTRACTOR SHALL USE PRESSURE TYPE INSULATED MST -ON CONNECTORS FOR N0.10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR N0.8 AWG AND LARGER. 30. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 1T BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ "CAUTION BURIED ELECTRIC". 31. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 32. ALL BOLTS SHALL BE STAINLESS STEEL 33. ALL MATERIALS AND EQUIPMENT SUPPUED AND INSTALLED BY THE CONTRACTOR SHOULD BE NEW AND UNUSED, GROUNDING NOTES 1. ALL HARDWARE SHALL BE STAINLESS STEEL 316" DIAMETER OR LARGER. ALL HARDWARE 18.8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 2, FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTIOXIDANT COMPOUND BEFORE MATING. 3, ENSURE THE WIRE INSULATION TERMINATION IS WITHIN Ur OF THE BARREL(NO SHINERS). 4. ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVERSIBLE COMPRESSION TYPE CONNECTIONS LISTED FOR USE IN THE APPLICATION WHICH THEY ARE INSTALLED, DO: Cc. JAr30N19 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 9 2019 PERMIT CENTER electrify america ELECTRIFY AMERIC A LLC. 2001EDMUND PALLEYDANE SUITE TOO RESTON,NRGINIA2B191 BLACK & VEATCH 6600W IIMN ST, SurlE 2192 OVERLAND PARK, NS 66214 NI)14Sb20W PROJECT Do 101415 DRAWN BY: KNP CHECKED BY: NMB 000 ISSUED FOR CD4BTRUCTo REV DATE DESCRIPTION N R A NOU110N OF UW FOR ANY PERSON, UIKESS MEDIAE ACINGUNOER14E DIRECTNNOFA UICENSEO PROFE83NNAL DONEER TO ALTER Tf SS DONNENL WA200201 TUKWILA TARGET TO621 301 STRANDER BLVD TUKWILA, WA 98188 SHEET TITLE GENERAL NOTES 3 SHEET MADDER GN•3 NOTE 1. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL h EXISTING ELECTRIC -- —. _— __ -. BOX (TYP)--� Wlw ui z < oIE EXISTING IRRIGATION \, 1,4 CONTROL VALVE (TYP) S —SS —RI. -PI'S SS — Si --I *1F - WfUz® - EXISTING FIBER OPTIC . _ MANHOLE (TYP) --- EXISTING WALL (TYP) TARGET -- EXISTING PROPERTY LINE EXISTING SANITARY - MANHOLE (TYPI EXISTING FIBER OPTIC PEDESTAL --SS --SE -SS qx o'z I zIy' 1 NiW / EXISTING FIRE WI ID' HYDRANT)TYP) / / EXISTING WATER J VALVE)TYP) 77-77 I \ hi SS SS EXISTING SANITARY CLEANOUT)TYP) \ EXISTING BUSH(TYPI li I EXISTING STORM INLET)TYP) (STING UNDERGROUND STORM LINE (TYP in I t II I I I i l STRANDER BLVD SS "-SS SS 1 I� • I I SEE ENLARGED SITE PLAN SHEET G.3 — I - - WL EXISTING UNDERGROUND WATER LINE (TYP) II i 'STING CONCRETE CURB WITH GUTTER IITYP) PROPOSED ` H DRAIN FILTER EXISTING PARKING q LINE (TYPI EXISTING TREE(TYP) j I EXISTING UNDERGROUND ELECTRIC LINE (TYPI 1 EXISTING CONTOUR `LINE (TYP) EXISTING UNDERGROUND _ SANITARY LINE (TYPI EXISTING UNDERGROUND FIBER OPTIC LINE (TYP) XISTING UNDERGROUND GAS LINE - uo EXISTING TRAFFIC SIGNAL MAST I L ,' ISTING TRAFFIC SIGNAL CONTROL BOX (TYP) EXISTING ' SIDEWALK(TYP) it it 1 1I L —It — lid--- 7, --- W -- WL — M- r EXISTING CART / CORRALITYP) I 1 1 I (II` 1 II EXISTING LIGHT POLE (TYP) —' LE —" EXISTING ASPHALT — ST — $1 — Sr ---II PARKING LOT -� yelectrify america ELECTRIFY AMERICA, LLC, 1003 EDMUND HALLEY ORME SUITE 100 RESTON, VIRGNIA 70191 BLACK & VEATCH 6000 WIISM 51,51111E 129E OVERLAND PARR, KS66711 (91314504000 PROIECTNQ 197419 DRAWN BY: CHECKED BY; R±CE ED LA ILA )FT KW AN p 6 2019 NIP NMI CIDN DESCRIPTION NISAYRN.AMNCFLAWfOA ANYPERS0IAVIILE95 71EYA9EAC7GVGMOEATHEOIREC110110LA LKENSECFRGFESSIWIAIEIGINEERTO AMR MS Docu4G, WA200201 TUKWILA TARGET T0827 301 STRANDER BLVD TUKWILA, WA 90188 SHEETTITLE OVERALL SITE PLAN SHEET NUMBER OVERALL SITE PLAN 10' 10' 1 09' a' Q'0 1`-70' C.1 NOTES 1, TO E CONTRACT OR SHALL RETDRETURN NSIDEWALKS, LLANDSCAPING, PLCOMMENCEMENTANTERS, IRRIGATION NFYSTWORAAND ANY OTHER FACILITIES DISTURBED BYTHE WORK 2. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS, THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING, 3, TRENCHING IS TO BE USED EXCEPT IN HEAVY TRAFFIC AREAS, MAIN DRIVE AISLES AND ACROSS STORE ENTRANCES, EG — tE ._ — LE LG --- GG -- UG US .4.73.1E GE 4 q fl -- UG EXISTING PROPERTY LINE EXISTING UNDERGROUND FIBER OPTIC LINE -- EXISTING UNDERGROUND — -- — L //� — LO ____ SANITARY LINE (TYP) _ _ „ -' _.-.- - ` T uc — LG V __.,. JG -"' - LC -- UG — JG - . UG r EXISTING UNDERGROUND ELECTRIC LINE (TYP) r EXISTING / I UNDERGROUND GAS LINE I -EXISTINGLIGHT,{ I 1 POLE (TYP) _ _ IG EXISTING L BUSH(TYP) LG r -EXISTING STORM INLET —L3 EXISTING UNDERGROUND STORM LINE EXISTING IRRIGATION 1 SEEDEMO REMOVE EXJSTINGPARKING CONTROL �- '— QUANTIUESTAB LE LINE (TYPOF9) EXISTING ASPHALT PARKING LOT DEMOLITION SITE PLAN EXISTING PARKING LINE ITYP) t EXISTING CURB(TYP) EXISTING SIGN BOARD — City of Tu!cwi a BUILD!iN!G DIVIE10N RECEIVED lip CITY OF TUKWILA %YY JAN 0 91019 i (Rod l I � l F(vitCEIVTE ,v electrify f america ELECTRIFYAMERBAllO 90919 EDMUND HALLEYORNE SWIEzoo RESTON,VIRGINIA 10191 BLACK & VEATCH WOW 11519 ST, WE nit ovE11940 PARK.KS 66211 1919145llo O PROJECT NO; 197479 DRAWN BY: K� CHECKED BY: ISSUED FOR coN SIRU Cf 10N DESCRIFIION 01/2/201S F6AMUM OF LOFORAMYPERSON LMESS IND ARE UHNG ONDEH OLF ODECRWL VA LICENSED PROEESSMEM INEERIDAITO PIE OOCNMBR. WA200201 TUKWILA TARGET TO62T 301 STRANDER BLVD TUKWILA, WA 981B8 SNEE7TITIE DEMOLITION SITE PLAN UMBER C.2 NOTES PROJECT AREA STALL COUNT PROPOSED DISPENSER velectrify 1 amenca NALLEY DNNE 063 AMERICA, DRIVE tOW EDY SUITE $VRE NO RESTON,VgGHU 29191 1, SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST, DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST, IF THE CONSTRUCTION 15 FIN SHED LATTRTHAN EXISTING STALL COUNT 13 DISPENSER NUMBER 150KA CABLE TYPE ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL S00 CAN BE INSTALLED. PROPOSED STALL COUNT 5 1 1 CHAdeM01CCS t. THE CONTRACTOR SHALL RETURN SIDEWALKS,LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILITIES DISTURBED APPROVED STALL COUNT 13 2 1 CCS BY THE WORK TO THE SAME OR BETTER CONDmONTHAN EXISTED PRIOR TOTHE COMMENCEMENT OFTHE WORK. 3 1 CCS 4 1 CCS 5 1 CCS _.. .... . — .—_ _ ryrTIC _ / - .$ —_— $$ -- S " _ :c — .. SS E� ', _..— SS Sc --- SS SS SJ __ _ S) — S$ ..— St —.. SS — SS —.... CC J .�'_..._ cc — Sc _...—. C . c $S - SS $S \� •c —. S .— \ JS—...._SS < (— EXISTING SANITARY EXISTING PROPERTY LINE EXISTING UNDERGROUND EXISTING UNDERGROUND MANHOLERYPI ELECTRIC LINEITYP SANITARY LINE Ii1P1 PROPOSED UTILITY I METER MOUNTED ON EXISiINGUNDERGROUND / - EXISTING / EXISTING H•FRAME FIBER OPTIC LINE — UNDERGROUND STORM INLET GAS LINE L L6 — F O - EXISTING UNDERGROUND p,2 �\� . - ¢ SANITARY LINE A 6E -- EU — 4R ED A — U9 --u G — P „ . EXISTING LIGHT y ----------- -- - --� POIEITYPI PROPOSED UTILITY L UC—UC—UG--UC—VD—UG—V'—UG—UG--UC—tlG—U'—U� — u — 6C — cC —TRANSFORMER °G u6 U6 I® s — UC — — „^ - uC PROPOSED R PROPOSED UTILITY EXISTING UNDERGROUND m I BUSH P BUSHITYPI STORM LINE BOLLARD P BLACK 6100 IP 1160 OVERLAND 191U452O0 & VEATCH ST, SUITE 2192 PARK, N666111 _ - 1_ Lp m _ 1 �— PROPOSED A© �'°'+•a 1D _ DISPENSERITYPI Tagil — r 9F'E---fBF,."FOF*'—*�'f.^�--!O'E A� P.�f— h f �6E— --FA-- —` " ��• __ _ —_ -------- �i � 6 PROPOSED PFDESi AN�� b; 16T a 4 /LIGHTPOLE jl C' (FIELD VERIFY) p k ` oq. d ` C C A qq� w1 m � y �� I", j , �s 1/y!i 'H1 V AB R3 4 G9 x 6 -y' �" .?v}°>�L i "D�@ SaaRR•y$ D vg Qu6,¢$RAy� *,�� q,4b Rd !, F 3, } 6i.,d\R 1p` ., a O —O u-�5*�. 3, 3, o ■, 4. 3, �� L!J a. k N. 0h 04 An9gt A " A r 1 PRO JECTNO: 191479 )M1 9 .w` er. ' F v C1�� I _I r •3•B" h ,A, DRAWN BY: KNP ACNECKED BYi NMB 1 s 71„ I. 21" 5'.0 ' I r JAG 5-0„ I 1 � � 9 9A w� O 3.0 O I STUB xPROPOSED wl lv HTT , 1 p 1 i '- t OUT FOR DISPENSER FUTURE (y 1 _ vn yV VV��� SSS E2 0UN ISSUED FOR CONSTRUCMW REV DATE DESCRIPTION `EXISTING8%7" 1 m / 8'd" i m N �/ a Qi PRO OSED �CONCRETECURB- /� 391" SEE ENLARGED PROPOSEOEOUIPMENT EDEQU LAYOUT SHEET G R=1'6'RNPI L'Y4"ITYP1 15'-0" 10" — PROPOSED WHEEL Q STOP ITYPOFSI EXISTING IRRIGATION CONTROL VALVE 71 1 I-- �0443409�cI 5522/2619 ���EYA.EV ¢0 YWASy ti� 004444 W O �of it NAL�W fO06O� N1PI / ] " n m ITYPOF6) PROPOSED PARKING STRIPE ITYPOF6I / I If i I' 13 b 67 In F j w� 4 EXISTING ASPHALT PARKING LOT (n'. EXISTING EXISTINGNOu LINE EXISTING LINEITIPI 7EASTING / SIGN BOARD_ ITYPI PARKING URBITYPI CITY r „," 1' C(�j I.�,p�, ( fil •l via '1...) q JAl 30 CUIJ — City of Tutuila BUILDING D VISION RECEIVED OF TUKWILA JAN 0 9 �019 0 ROANYIANM 777LI RA MYPERSM1I&095 IKI AUX UREA rNEO<NEVIUN URA &MB PROFIESSIM 707 UnEMIXER10URNS WA200201 TUKWILA TARGET T0621 301 STRANDER BLVD TUKWILA, WA 98188 SNEET TITLE ENLARGED SITE PLAN \ 1 PERMIT CENTER _ SHEET NLYRER C•3 6' 4' 2 0 E 1U ENLARGED SITE PLAN 3116`I'-0' PROPOSED SWITCHBOARD ASSEMBLY PROPOSED CONCRETE PAD PROPOSED POWER UN (IY'P OF 6) FUTURE POWER UNIT p1 I I r i I GI � r UII / a - I INCOMING I l � 0 III N II Ih r I Ir r o B 1/ 10 11 I IL— I- „I 1 �v/ ,11 ' a a" 111 I; I n IU FFELEV:26,2O ,/ 1,'. A itl v r j 1 'yh " v II / v 01 rt v r \ /\ r v -- a(D, f N•. // \\ \\ / ITYP) / , r a a r ; S LJ 0 0 / 0 i II I / A I 1 1 II II 11 it II I PROPOSED NEYSAFE PRO ST (PROVIDED BY CONTRACTOR) — PROPOSED GFCI RECEPTACLE IN WEATHERPROOF ENCLOSURE Ji1P! 30 9 City of Tu't\hiIa BUILC?:G D liin'OI RECEIVED CITY OF TUKWILA 1AN091M PERMIT CENTER america ELECTRIFY AMERICILAC, 2003 EDMUND DALLEYERNE SUTE200 RESTON,WROINU 20191 BLACK & VEATCH 6800 W 115U ST, SUITE 2291 OVERLAND PARR MS 66211 R1714762000 PROJECT NO; 191419 DRAMA BY: KKR CHEERED BY: NOE ISSUED FOR CDNSTRUCTON REV DATE DESCRIPTION RISAVIPLAIONOFUIVORAWERSORIINLESS YHEY AAEACTINGMERTIMOIPEC➢ONMA UCENSEOPRMESMMOL ENGBIEER TO A1TER TN6 DOCUMENT, WA/00201 TUKWILA TARGET T0627 301 STRANDER BLVD TUKWILA, WA 98188 SHEETETRE ENLARGED PROPOSED EQUIPMENT LAYOUT SHEET NUMBER ENLARGED PROPOSED EQUIPMENT LAYOUT 1r 6' 0 I' 2' Y ll4'=1'4' C•4 EXISTING LIGHT POLE (TYP) EXISTING PROPOSED TREE TREE (VP) EXISTING BUSH ITYPI EXISTING ASPHALT PROPOSED UTILITY TRANSFORMER PROPOSED UTILITY BOLLARD PROPOSED UTILITY METER MOUNTED ON H•FRAME PROPOSEDCONCRE' CURB(TYP) PROPOSED CONCRETE PA PROPOSED IGHT POLE PROPOSED DISPENSER (TYP) PROPOSED BUSH WI EXISTING 4 CONCRETE Ai CURB ITYPI 7. PROPOSEDWHEE STOP (TYP) t I tl'111w.a Jru, 30 6L01 City of Th'la BUILG;1!u RECEIVED CITY OF TUKWILA JAN 0 91019 PERMIT CEN1ER electrify amenca ELECTRIFY AMERV, LC. 290 EDMUND MA11E701114 SURE NO RESTON:VIRGINIA1E191 BLACK & VEATCH WO W I1EI1 ST, SUITE 2292 OVERLAND POURS 66211 1919I1667000 PROJECT NO: 191179 DRAWN BY: CHECKED BY; NMB 01107111 ISSUED FOR CONSTRUCTION DAZE DESCRIPTION O M A VOLAION OF LAW FOR ANY PERSON, OILES9 THEYAREACONCUNDERtI EDIRECTIONOFA UCEN'k.D PROFESSOICA ENCMEER, TO ALTFA 1 NW DOCUMENT. • WA200201 TUKWILA TARGETT062T 301 STRANDER BLVD TUKWILA, WA98188 SHEET 11TLE SITE ELEVATION SHEET NUMBER SITE ELEVATION C.5 NOTES 1. THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTY OWNER REVIEW, THE CONTRACTOR SHALL REFERENCE THE UTILITY DESIGN PACKAGE (UDP), PROVIDED WITH THE "ISSUED FOR CONSTRUCTION" DRAWINGS FOR BIDDING, THE CONTRACTOR SHALL INSTALL THE UTILITY RELATED SCOPE OF WORK PER UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS. 2, UTILITY EQUIPMENT INSTALLATIONS AND PREP W0RK AND TERMINATION OF SERVICE CONDUCTORS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF PRE.CONSTRUCT ON MEETING TO ENSURE . ACCURACY OF INSTALLATIONS. 3. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL UTILITY SERVICE LATERAL LENGTHS UTILITY LINEAR 'ESTIMATED TRANSFORMER LENGTH (FT) LENGTH )FT) TO SERVICE EQUIPMENT 4 26 TOTAL LENGTH OF WIRE PER CONDUIT 164 NUMBER OF WIRE FILLED CONDUITS 6 TOTAL LENGTH OF WIRE = 624 (SEE SHEET E 3 FOR WIRE CONFIGURAT4N) 'TOTAL LENGTH OF WIRE:46406S PER CONDUIT x ESTIMATED LENGTH K NUMBER OF FILLED CONDUITS (I) PROPOSED 4' - PROPOSED MLITY UNDERGROUND SERVICE METER MOUNTED ON LATERAL CONDUITS, FROM HRFRAME TRANSFORMER TO SERVICE EQUIPMENT SWITCHBOARD - (11 PROPOSED 112" RGS METERING PROPOSED MLITY (2) PRIMARY 4" CONDUITS CONDUIT FROM PROPOSED ELECTRIC BOX TO PROPOSED MLITY PROPOSED TRANSFORMER SWITCHBOARD ASSEMBLY PROPOSED TRANSFORMER CLEARANCE PLAN A•A SCALE: NO SCALE PROPOSED XXJIKVA UTILITY TRANSFORMER 1111410V,34,4WON BIsOlV '.0"Lx4'4'D CONCRETE VAULT PROPOSED UTILITY BOLLARD PENDING UTILITY DESIGN SS - -Ss- I TARGET 11 11 L EXISTING / IELECTRIC BOX EXISTING FIBER PROPOSED OPTIC PEDESTAL -. JUNCTION BOX s -- SS — SS (2) PRIMARY 4' CONDUITS I 1 FROM PROPOSED ELECTRIC 1 �BOX TO PROPOSEDUTILITY ) TRANSFORMER ` EXISTING FIRE HYDRANT (IYP) EXISTING PROPERTY LINE � 1 `11 f /1 ). II - EXISTING WATER VALVE(TYP) 1 1 ili r# I j( I / I 11 1 1 ] 11 II ' 411 I1 1 Ui I II �Iw HI 1i*e1 1 1 EXISTING SANITARY MANHOLE (ttP) EXISTING UNDERGROUND -- -- _ SANITARY LAE(YPI -- - STRANDER BLVD - -- SS -- Ss -- sS - s ss SS u, SS $S --Jefs — EXISTING SANITARY CLEANOUT(TYP) EXISTING STORM INLET)TYP) rEXISTING UNDERGROUND I STORM LINE pip) r 17i ; 11I , EXISTING UNDERGROUND WATER LINE )TYP) h '1 I I I EXISTING CONCRETE 11ICURB WITH GUTTER (TYPI DF EXISTING PARKING l LINE )TYP) L EDSTING TREE FYI)) I I I I 1 EXISTING UNDERGROUND ELECTRIC LINE (TYP) wL w wL --- EXISTING CART I CORRAL(TYP) I 1 I FI 1 I '11 11111 11(1i 11 I 11111 I'iiTo EXISTING UNDERGROUND FIBER OPTIC LINE (TYP) EXISTING UNDERGROUND GAS LINE „ : EXISTING TRAFFIC - - SIGNAL MAST F — - EXISTING TRAFFIC SIGNAL , CONTROL BOX)TYP) / Oy; Al ,'I IRRIGATION 11 CONTROL VALVE SOUTH CENTERPLAZA --1I EXISTING IliSIDEWALK II 1,1 CI1�Y }F T4K\VILA —,I I- EXISTING USH (TYP) 1 —WI, --WL PI L7, I.G --k City of Tukwila BUILCG!G DIvc'1 '' 1 1 EXISTING LIGHT 1 POLE (TYP) DP ^j(^�1A/ VYS��' �I — Si -- Si — q a — PARKING LO EXISTING ASPHr144T PL 0 T RECEIVED �'"_ 'electrify f america ELECI40FY AMERICA, LLC, 2033 EDMUND HALLEY 240 0 SURE 200 RESTON, VIRGINIA 20191 BLACK & VEATCH 6BOOW1151N SI SUEDE2292 OVERANDPARM KS66211 19161458-2000 / PROJECTNO: 1E7119 DRAWN BY: NKP NCHECKEDBY: REV NMB 014211 DAZE ISSUED FOR CONSIRLC110N DESCRIPTION SUSAVKKA1NNOFLAWFORANYFEA$GN,UWF55 THEY AR ACTIING UN0ER THE OIFEC0ON DO A LICENSED PROFESSONAL ENSNEER TO AUER 1M5 DOCUMENT, WA200201 TUKWILA TARGET TO621 301 STRANDER BLVD TUKWILA, WA 98188 SHEETTRLE UTILITY PLAN SHEET NUMBER E.1 UTILITY PLAN PERMIT CENTER P 10' 0 20' 40' r"20' NOTES 1. CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND ARE ONLY APPROXIMATIONS, THE EXACT LOCATION AND ROUTING PATHS SHALL BE FIELD VERIFIED ANO INSTALLED PER JURISDICTIONAL REQUIREMENTS. 2, ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ONSITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE NECII STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT TIME OF CONSTRUCTION, 3, UTILITY EQUIPMENT INSTALLATIONS AND PREP WORN SHALL BE COORDINATED MTH THE APPROPRIATE UTILITY ENGINEER TO ENSURE ACCURACY OF INSTALLATIONS. ' 4. REFER TO CONDUIT AND WIRE SCHEDULE ONE•3FOR CONDUIT AND WIRE REQUIREMENTS, S. SEE FINAL UTILITY DESIGN PACKAGE (COP) FOR SWITCHBOARD CONDUIT LAYOUT. " AC CONDUCTORS: 16 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH, DC CONDUCTORS: 22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH. O = SEE NOTES FOR REFERENCE Fy3 EXISTING UNDERGROUND FIBER OPTIC LINE I-4G-AG-uG Al;-UG PROPOSED UTILITY METER MOUNTED ON H•FRAME PROPOSED UTILITY TRANSFORMER PROPOSEDUT1l1TY I -PROPOSED BOLLARD CONCRETE CURB U3 PROPOSED DISPENSER CHARGE POST NUMBER 150NW 4 S AC AUXILIARY POWER LENGTHS SWTCHBOARD DISPENSER LINEAR LENGTH (FT) "ESTIMATED LENGTH (FT) 1 61 71 1201208V 2 69 65 DISTRIBUTION 3 19 95 SECTION 4 69 105 S 99 115 ID LG lr POWER UNIT LENGTHS LNJEAR LENGTH "ESTIMATED POWER UNIT SWBD TO POWER UNIT LENGTH L'J 13 29 16 32 7 23 10 26 17 33 )SEE SHEET E•3 FOR WIRE CONFIGURATION) EXISTING PROPERTY UNE t%L - (4 - EG - ES --- UG UG --- UG - -;, - UC UG UG - UG -- UC - UU - UG PROPOSED BUSH (PIP) 40E f9'E�3Fv ,�L -F1F FC EXISTING UNDERGROUND SANITARY LINE RELOCATE AS NECESSARY DURING CONSTRUCTION L APPROXIMATE LOCATION OF PROPOSED CONDUITS STUBBED OUT AND CAPPED BELOW GRADE FOR FUTURE BESS EQUIPMENT EXISTING ASPHALT PARKING LOT PROPOSED DISPENSER(TYP) PROPOSED PEDESTRIAI LIGHT POLE DC CHARGING POST LENGTHS UNEAR "'ESTIMATED POPE UNIT DISPENSER LENGTH LENGTH (FT) 19 E 33 SS 0 38 69 Q3 56 18 �4 63 85 J 67 89 (SEE SHEET E 3 FOR WXRE CONFIGURATION) r EXISTING UNDERGROUND ELECTRIC UNE (TYP) - EXISTING r EXISTING UNDERGROUND / STORM INLET GAS LINE / // TPOLE(TYP)GHT - T�STORMLINEEXISTING DERGROUHD_ - 6G - LPROPOSED WHEEL STOP (TYP) EXISTING IRRIGATION CONTROL VALVE PROPOSED PARKING STRIPE (TYP) EXISTING SIGN BOARD EXISTING CURB)TYP) APPROXIMATE LOCATION OF -S_, PROPOSED CONDUITS STUBBED OUT AND CAPPED BELOW GRADE FOR FUTURE . F DISPENSERS EXISTING < BUSH (TYP) RECEIVED CITY OF TUKWILA SEPARATE JAN 0 9 /0 PERMIT CEN PPUIRED ROVAL II 1 yid* america ELECTRIFY AMERICA, LAC. 1001 EDMONO MALLET DRIVE SUITE DOD RESTON, VIRGINN 20191 BLACK & VEATCH ROO W 11311 57 SIA1E 2291 OVERLAND PARK MSE6711 1917142000 PROJECTNO. 191419 DRANK BY: NEP CHECKED BY: NMB 0012110 ISSUED FOR CONSTRUCTION REV DATE DESCRIPTION IT IS A NOIAI1I OP TAW FON ANV PERSON, UN1ESS MEV ARE ACAHG UN07R DN IVRECi04 O1 A L0CNISEDPR0PF980NA1 ENg1W10ALTERINS OOCUNENW. WA200201 TUKWILA TARGET T0621 301 STRANDER BLVD TUKWILA, WA 98188 S11E4111111 ELECTRICAL PLAN SHEET MUNGER ELECTRICAL PLAN 6' 4 7 0 5 I0' 7N6`•I'4• E"2 INCOMINGI METERING SECTION 2000A GE SWITCHBOARD 2771480V, 311, 4W 6SKAIC WITH GROUND FAULT PROTECTION AIN BREAKER SECTION 2771480V DISTRIBUTION SECTION 1201208V DISTRIBUTION SECTION UTILITY TRANSFORMER 4801277V, 30, 4W XXXKVA PROPOSED UTILITY GROUND (PER UTILITY) SEE NOTE 1 0 16 SOLID AWG CU GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66 (A) GROUNDING ELECTRODE 516"X8'41" COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.52(A)(5), 250.53 (A) AND 250.68 CONCRETE ENCASED ELECTRODE PER NEC 250,52(43)(1(OR (21 2000AF 2000AT WIRELT R. I- 00 \ 0 MANUFACTURER PROVIDE° MAIN BONDING JUMPER PER NEC 25014(A) (4I,154.16(C)250.8(A)P1 M4 AWG BARE CU GROUNDING ELECTRODE CONDUCTOR PER NEC 150.65(B) NOTES 1. PROPOSED UTILITY CTSBPTSSHALL BELOCATED WITHIN THE UTILITY TRANSFORMER AS SHOWN IN THIS DRAWING PACKAGE. 2. 30KVA 480V•1201208V TRANSFORMER AND DISTRIBUTION PANEL ARE INCLUDED AS PART OF THE U,L, LISTED 891 SWITCHBOARD ASSEMBLY, POWER150 KW NfT 00 0 0 00 a0 150 KW POWER UNLT as 00 00 Yo 150 NW POWER UNIT ai 00 00 a0 150 KW POWER UNIT 64 '2000A BU A 150 KW POWER UNIT ER 1SOKW DISPENSER 150R0 DISPENSER DISPENSER EN ER S 0 a 53 FUTURE POWER) )UNIT) FUTURE 1501111 DISPENSER SEE NOTE 2 FUTURE BESS EQUIPMENT FMR 30KVA 480 201208V PROPOSED GFCI RECEPTACLE — Ma NSI a Na Na PENDING UTILITY DESIGN BTC POWER UNITS AVAILABLE FAULT AVAILABLE FAULT CURRENT BY LOCATION CURRENT PROVIDED BY UTILITY REACTOR RESULT AFC @ TRANSFORMER (TBD( 3SNAORLOWER AO REACTORS REQUIRED AFC@SWITCHBOARD NA NA AVERAGE AFC @ POWER UNIT (NO REACTOR) NA NA AFC @ POWER UNIT THROUGH REACTOR NA NA LOAD SUMMARY 00 DTY TOTAL EU I50KWPOWER UNIT 240 S 1200 DOKVA TRANSFORMER 11 1 17 \_/ PROPOSED LIGHTING — RECEIVED CITY OF TUKWILA JAN 0 9 2019 PERMIT CENTER (150KW) BTC CONDUIT AND WIRING SCHEDULE FROM TO CONFIGURATION @ UTILITY TRANSFORMER PROPOSED SWITCHBOARD 13) 600 MCM AL (THWN.2(+ 111600MCMAL(THWN•2)NEUTIN EACH OF(6(4"CONDUITS + (I) SPARE 4" CONDUIT PROPOSED SWITCHBOARD PROPOSED POWER UNIT(EVCHARGER) (3)5O011CMAIQHWN1(+ (1)M2N3uCONDUITIEGC O3 PROPOSED SWITCHBOARD FUTURE POWER UNIT (EVCHARGER) (113"CONDUIT (",) lJ PROPOSED SWITCHBOARD FUTURE BESS EQUIPMENT (3) 3" CONDUITS + (3)1Ill" CONDUITS OO PROPOSED POWER UNIT (EV CHARGER) PROPOSED DCISOKW DISPENSER(POST)DC POWER (2 (II62AWGCU(THWN2)ESC, IN 3SOMCMAL(XHHW.2(1KV+ CHOF(2)21121CONDUITS VM 1 (-;\ G PROPOSED POWER UNIT (EV CHARGER) PROPOSED DC DISPENSER (POST) COMMUNICATION (I)MBLTIMOOE6(BE (1)2COVDUCTOR116AWGITWISHP1011I+ (I) C (STISTCONN)?j T 6 CABLE IN (Q 11M" CONDUIT 0 1J FUTURE POWER UNIT (EVCHARGER) FUTURE DC DISPENSER (POST)DC POWER "1I I GIJ NDIJ fS (2121 CG1J1 B FUTUREPOWERUNR (EVCHARGEAI FUTURE DC OISPENSER (POST( COMMUNICATION (1)CIfG ID) I_ I A I �,1 PROPOSED SWITCHBOARD Imo SECTION PROPOSED DC DISPENSER (POST) AUXILIARY POWER (1 ID 4'gWGN pAy j�py UL 1)MI0AW000(THWN.2IEEC IN(Q314"CONDUIT 10 PROPOSED SWITCHBOARD 12W208VSECTION FUTURE DC DISPENSER (POST)AUXILIARY POWER ��© (1)314"CONDUIT 8SWITCHBOARD PROPOSED 12MOBVSECTION PROPOSEDGFCI RECEPTACLE StY-14.iATF (1)M12,� GCU, Wt1,IM{GYYTt N'>fl1A4l.4 (�/1 U(CTCII((THWN• A�',8i 1uYAi(741DUI EGC ® PROPOSED 1SWITC SWITCSECTIOHBOARD SWITCHBOARD PROPOSED UGHTING EQUIPMENT � HWN 2)+ 1�tii .2) NWT (1)M12AWGCU(THWW2IEEC IN (U 1114' CONDUIT ivelectrify america ELECTRIFY PIERKA LUC. 1003 EDMUND HAO.EYDRIVE SUIlE200 RESTON, VIROINIA 20191 BLACK & VEATCH 61570WIIS0 ST, SIETE 2792 OVERLAND PARE, KS 5E211 I91314542005 PROJECT NO: 197479 DRAWN BY: REP HECEEO BY: NUB 0110219 ISSUED FOR CON STRUCION REY DATE DESCRIPTION ITIS A VI0A➢nON ar uw wR 0 PERSOIS WIIESS THEYAAE ALTO G UNDERTHE ORECTONOA UCENSPD5OFSOINAIENGNEER OALTERTNIS DOO NENF. WA200201 TUKWILA TARGET T0621 301 STRANDER BLVD TUKWILA, WA 98188 SHEET STIE SINGLE LINE DIAGRAM SHEET NUNBER E.3 AV LABLE FAULT CURRENT IAFC) WILL BE (TBD) UNTIL PROVIDED BY UTILITY COMPANY TOTAL LOAD =1211A NOTES 1, CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE WITH LOCAL AND NATIONAL CODE REQUIREMENTS. 2. REFER TO CONDUIT AND WIRE SCHEDULE ON Ea FORCONDUCTAND WIRE PROPOSED PEDESTRIAN REQUIREMENTS, LIGHT POST I I electrify V america ELECTRIFY AKERCAut. H99 EDMUND HALLEY DRIVE SUR POP REs ON NRGINWH191 3. INSTALL DOTTIEDUCT SEAL COMPOUND PC6IDD(CAT NO. LHDI(TYPFOR ALL PROPOSED1fOKW PROPOSEDISONW CONDUITS FOR CHARGER CABINETS AND DISPENSERS). DISPENSER (TYP( POWER UNIT (TYP) 4. REFER TO SHEET 3.2 FOR CONDUIT STUB LOCATION, PROPOSED POWER DISTRIBUTION CENTER I WITHIN SERVICE GEAR _ PROPOSED fY (BY E•1FOR METER LOCATNONI PROPOSEDUTIUTY TRANSFORMER `., 9 1201208V DISTRIBUTION 2T114BOV DISTRIBUTION RAN BREAKER INCOMING METERING K=10 ] I SECTION SECTION SECTION SECTION 1 ■ IM 1 J) _,� ( III \� i y ))) 0 0 0 O. SEE NOTE 2 FOR REFERENCE 12 0 0 0 0 ©�© PENDING 00 UTILITY 1 II) PROPOSED CONDUIT FOR IIR'RGS METER DESIGN ' PROJECT NO 191479 DRANK BY: KKP CHECKED BY NMB CAR CHARGER CONDUIT ELEVATION NO SCALE A NATIVE SOD EXISTING GRADE, 1 SAW CUT ASPHALT SURFACE EXISTING PAVEMENT ASPHALT BASE / EXISTING / 7 EXISTING PAVEMENT— / PAVEMENT 1 o o1m2119 ISSUEDFOR CONS1RUtnON REY DATE DESCRIPTION , QD$LY WASyVgtiT 0 lN00 p 't A a 43489 w OA R�OISPEli FS 6� sfONAIE� OIJ02J7019 ' /�� \/� y , //� ���� �� �/4 ���/ y W ���\�\�/� % �� w UNDISTURBED //, /� SOILIiYPI ��/�� ��\ NATIVE \ �\ BACKFILL �� aw w UNDISTURBED ��� SOILRIPI �� �V� V� // Cv' 1 111 eiNWW IJ{ Y9 +1' \�; CLEAN /\/ \\ ,. ,' FLOWABLE 1 1.. • ../ HANDTAMPED112 GRANULAR BACKFILL1 /M4i`iNe / G e"i 6' GRANULAR 5 ���� BACNFILL,6' UFT MAXIMUM, � \/� PLATE TAMP (112 h95% 6' COMPACTION MIN. N OF GRANULARBACNFILL VERTICALLY AND HORIZONTALLY ��� (�(� VV I 6" / FILL ���� /� 6" 1"MIN OFFLOWABIEFILL VERTICALLY AND HORIZONTALLY qTI, JAN 1� Jh11 30 LUI] City of Tu1,711a I ''.I^ ' 1'�'10l Q UI LC 1 ,1r C 11, I4, V l . It U VW.AnOXm LAW FORMIPEREOA,UNLESS 111EY IRE ACM UNOPA III I7ER10N OF A NSWPROPsgWIENOMFK10u Nw OO uNE rt. BETWEEN CONDUITS NOTES 1. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH . PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC. 2, ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. 3. TRENCH DEPTHS ARE REQUIRED ID632.1"MIN. OR6"BELOW FROST LINE PER • LOCAL JURISDICTION REQUIREMENTS, 4. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E•1&E•2,EXACT CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. BETWEEN CONDUITS NOTES 1. ASPHALT SHALL COMPLY WITH HSTANDARDDOTORLOCALJURISDCTIONSPEC. FOR PM SURFACE COURSE. 2. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC. 3, TRENCH DEPTHS ARE REQUIRED TO BE 2'.0" MIN, OR 6" BELOW FROST LINE PER LOCAL JURISDICTION REQUIREMENTS. 4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. 6. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E•16E•2,EXACT CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS RECEIVED CITY OF TUKWILA JAN 09 ifi19 PERMIT CENTER SEPARATE PERMITgND APPROVAL wA2oo2o1TUKWILA TARGET T0627 301 STRANGER BLVD TUKWILA, WA 98188 S,HEET1IT1E ELECTRICAL DETAILS SHEET!OBER E•4 TYPICAL NON•UTILTY CONDUIT UNDER SOIL TRENCH DETAIL NO SCALE g TYPICAL NON-0TILITY CONDUIT UNDER ASPHALT TRENCH DETAIL NO SCALE C REECKN DETAIL NOT USED I n(� �4bxuE D LONG TIME: CURVE: IF PICKUP: 1,004In BAND: CO LONG TIME LONG TIME SHORT TIME SHORT TIME: PICKUP: CURVE: ICKUP: ICKUP: �iRYillly '.SALT IT 1.S ^ � 1 SRPG400A300 _ 300A I NST;SLOPE: OFF xln BAND:I BANDIT % amenca PICKUP: SSAIn RELT INST: SLOPE: PICKUP: 1.5 AIn 2000A OFF EfECTRIFYAURIGA, LLC. " g GF SUM:10a7 PICKUP; 0,2xCTS EOYUIG NILLEY GAME EID0 RESfON, VIAGINIA70191 BAND: 2 ^ LONG TIME: CURVE: IIT SLOPE: OFF NST RELT INST GF SUM ICKUP: 3.5 PICKUP: 1.S ICKUP: 02 [STATUS Aln xln ACT BAND: LOCKOUT Y, A � PICKUP: 1.00AIn BAND: I C2 SHORT TIME: PICKUP: 1.SALT BAND: 1 SLOPE: OFF O PUSH TO RESET OFF 0 O ,, N wr — T�\_,� r _Si mi.:SLOPE; V C e �GTP100002050�BLACK & VEATCH ENTELUGUARD TU TRIP UNIT (- 6990 W1151h 5T, SUAE7291 OVERLAND PARN,N566711 I913145&2aaa NOTES ON 1. FOR SET UP ASSISTANCE SEE SECTION 6 OF THE GE ENTELLIGUARD' USER MANUAL: DEH4561, PROJECT NO: 19t+n DRAWN BY: NAP 2. RELT FUNCTIONS AS THE ENERGY REDUCING MAINTENANCE SWITCH. NCNB BY: NNB / MAIN 3, BREAKER15100°%RATED, ENTELLIGUARD TU TRIP UNIT DETAIL NOReaB ® 0 OF ® NOTE Cv • v.: 1. WHEN THE BREAKER IS IN THE OPEN POSITION, AND THE PADLOCK DEVICE IS RAISED . AT LEAST 114", THE BREAKER CANNOT BE CLOSED MECHANICALLY OR ELECTRICALLY, Err++... J a olmms ISSLFOFOR CONSTRUCTION 11 oa�4r—zc7 �u P0 tt DEVICE ACCEPTS UP TOTHREE PADLOCKS WITH III' To318" DIAMETER SHANKS. B KERCOVERTHE ' REY DATE DESCRIPTION I'll Jr1+, nI uU n0 1 "l'i i ffo JI S REW 0�: o E Rim y� (� I J� fill AI 0 0 UU'I 'II O'�tiYA.gp pwAgk P o CI y OfT.1 "u DK — — m V — — o 'PO k 43489 0 I O WW '44'SCTSTUT ' 0� ; ONA6� 01/02/2015 • NOTES 1. FORSETUPASSISTANCESEESECTON20FTHEGESPECTAABRMSMOLDEDCASE CIRCUIT BREAKER WITH MICROENTELLIGUARDTRIP UNIT USER MANUAL: GEH•702• 1 ALL BREAKERS SUPPLIED WITII PADLOCKING PROVISIONS. 16 4 YOIATpY OF UN FOA MN gFASOX, INLf 95 DM ACINGUYDEA nbalA6t11011 OFA '( LICENSED PROFESSIONAL EN6NEER MUDDIES o I N Miff. SCREW WA200201 TUKWILA DISCONNECT TARGET T0621 HANDLE RECEIVED 301 STRANDER BLVD CITY TUKWILA, WA 98188 OFTUKWIL ITM,NO. DESCRIPTION COY PART NO. L JAN SHEET TITLE 1 PADLOCK, HANDLE 1 208C3324P1 09 P019 ELECTRICAL DETAILS 3 SCREW I L10P1101086 �T p Y WT�ENTE S 4 SCREW 2 L10P1102066 PADLOCK DEVICE 4 INSTALLATION SHEET 1 DEHI131S PET AND ?" REF WEER L OVAL E.5 MICROENTELLIGUARD TRIP UNIT DETAIL NO SCALE A POWERBREAK•II MAIN BREAKER PADLOCKING DETAIL NoSA1E 0 SG400 BRANCH BREAKER PADLOCKING DETAIL n QL¢S=D -' D B INCOMING' METERING SECTION MAIN BREAKER SECTION GRND 211i480V DISTRIBUTION SECTION GRND --- 120VI208V DISTRIBUTION SECTION uu MANUFACTURER PROWOED MAIN BONDING JUMPER PER NEC 250.24I4II,25028ICI2SO.BIA@I 14 AWG BARE CU GROUNDING ELECTRODE CONDUCTOR PER NEC 250,66IB) e CONCRETEENCASED ELECTRODEPERNEC 250.52(A)(3)(1)OR(2) GROUNDING ELECTRODE 98"XB'.0" WI12° MIN DEPTH, COPPER CLAD GROUND ROD INSTALLATION PER NEC 250S2(A)(S),250.53(A),250.68 IL. P' UNDERGROUND CONDUIT N6 SOLID AWG Cu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66 (A) AWG COPPER EQUIPMENT GROUNDING CONDUCTOR 110 AWG COPPER EQUIPMENT GROUNDING CONDUCTOR PROPOSE° 15OKW POWER UNIT 12COPPER EQUIPMENT GROUNDING CONDUCTOR PROPOSED 314" UNDERGROUND CONDUIT PROPOSED ISOKW PROPOSED 150KIN DISPENSERITYPI POWER UNIT (2) 2112" UNDERGROUND CONDUIT ITYP) PROPOSED 1S0 KW DISPENSERjfYPI 02 AWG COPPER EQUIPMENT GROUNDING CONDUCTOR (TYP) GROUNDING SCHEMATIC NOME A , ey america ELECTRIFY AM ERICA LLC. CON EDMUND HALLEYORIVE SURE 100 RESTON,VITORIA 291E1 BLACK & VEATCH N00W 115LN ST,SURE 1191 OVERUM2PARK,MSE5211 19111 456.2000 PRO CTNO: 1971I9 DRAM BY: NNP CHECKED AT: NNE NOTE 1. REBAR BONDED TOGETHER WITH STEEL TIE WIRES OR EXOTHERMIC WELDING GRADE SEE PLAN PROPOSED CONCRETE SEE NOTE 1 N4 AWG BARE Cu GROUNDING ELECTRODE CONDUCTOR NON-METALLIC PROTECTWE SLEEVE \�% ix /A vy/ AAj yVA/vv \/A \ vi)v//� / i /v// A��J ivvw /� �\ /v.v�A'jy�yUSTED iv ;//i/; �/� \\\ \ �\ \ OVA CONNECTION, PROPOSED CONCRETE PAD IN DIRECT CONTACT WITH EARTH PROPOSED COMPACTED CLEAN GRAVEL CADWELO CONNECTIONS OR ENGINEER APPROVED EQUAL CABLE TO RE TEE CONNECTION NMRBONTAL CABLE TIP TO VERTICAL RE1T1R TYPE ITT HORIZONTAL SPLICE SPLICE OF HORIZONTAL CABLES TYPE55 PARALLEL HORZONTAL CONDUCTORS PARALLEL THROUGH CORRECTION OF HORIZONTUCABLES TYPE PT BURNDY CONNECTIONS OR ENGNEER APPROVED EQUAL HORIZONTAL STEEL SURFACE TO FLUSTER SURFACE OR HORIZONTAL RIPE RFD HS PARALLEL HORIZONTAL CONDUCTORS PARALLEL NARK 1AP OR HORIZONTAL 1 IRU CONDUCTOR TYPE PC BOND JUMPER DELD FABRICATED GREEN ST RANDED WARTED TYPE MU VERTICAL PIPE CABLE DOMN AT 1S' TO RANGE OF VERTICAL PIPES TYPE ES VERTICAL STEEL SURFACE CABLE DOYNI A145 TO VERTICAL STEEL MACE MN LURING PIPE METE COPPER LUGS TWO HOLE -LONG BARREL LENGTH IYPEYA1 HORIZONTAL TEE TEE Of HORIZONTAL RUN MD TAP CABLES TYPE TA THROUGH CABLE TO GROUND ROD 1MKWGN CARE TO TOP OF GROW ROO NOTES 1, ALL HARDWARE SHALL BE STAINLESS STEEL 3" DIAMETER OR LARGER. ALL HARDWARE 13 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTIOXIDANT COMPOUND BEFORE MATING. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTIOXDANT COMPOUND BEFORE MATING. 3. 2014 NEC 250,121 EXCEPTION: A WIRETYPE EQUIPMENT GROUNDING CONDUCTOR INSTALLED IN COMPLIANCE WITH 253.6(A) AND THE APPUCABLE REQUIREMENTS FOR BOTH THE EQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR IN PARTS II, III, AND N OF THIS ARTICLE SHALL BE PERMED TO SERVE AS BOTH AN EQUIPMENT GROUNDING CONDUCTOR AND A GROUNDING EL CTRODE CONDUCTOR. n, Jg.! 3 z i3 City ofTuIwila DIVI^In• 4%i ;` U11 RECEIVED CITY OF TUKWILA JAN 0 91019 PERMIT CENTER MUED f OA C+7NSIRUCIIGN \REV DATE DESCRIPTION R IS A VITIATION Di LAW FOR ANY PERSON, UNLESS TNTYAREACTINOUWERT EOREMTMYOFA LRENETO PATIESSIORAI ENGWEER TO ALTER THIS DOCUMERR WA200201 TUKWILA TARGET T0621 301 STRANDER BLVD TUKWILA, WA 98188 SHEET OTTE GROUNDING DETAILS SKEET NUMBER CONCRETE ENCASED ELECTRODE DETAIL NO SCALE B CADWELD CONNECTION DETAIL NO SCALE C GROUNDING NOTES NO SCALE D G•1 NOTE 1. FINISHED ELEVATIONS ARE APPROXIMATE, FOR GRADING ISSUES CONTACT ENGINEER OF RECORD, SEE PLAN 3..9" NOTE NOTES 1, MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALLBE6", 2. CONTRACTOR TO FIELD VERIFY THE ANCHOR SPACING PER MANUFACTURER'S INSTALLATION MENU. ".3041316 MEC(4(SI8HANICDIAALANCNORWIANILTIKWIKBOLTT3SSMINIMUM EFFECTIVE EMBEDMENTOF4"OR 1.10 ENGINEERAPPROVEDEQUAL,(ESRN1917( 'eIe ,.y 1/1 / 1 1AU / anr!ca earrwrAMERICA, LIS ION EDMUND HALLEY OWE SUITE 300 RE STON,1RCNxA1Al91 1,BROADBAND TELCOPOWER IMCIBTC _ POWER DC POWER DISPENSER il - - , 015PENSERC.L. PLAN CAR SIDE NSBARS@12" PROPOSED O.C. EACH WAY CONCRETE FF ELEV 2610 1,6" 6111 GRADE � BLACK MD WNIMR OVERLAND 91714BB & VEATCH ST,SUITE 2291 PAK, KS 66211 1W9 1��r MMENI ❑ ❑ NS�MAX IB"O.C. EACH WAY TOP EAND ACH ttP ( I EXPANSION JOINT I'\fit \• •R'1 i •i ••'1 •ter* 1+I •1 •i •1 •�•'i ii"•��"1 Tee!. N 10112" UNDISTURBED �.•-••• • •,•- - • • •. • / / /V/V/ \/V/V/v/V/V/V/\\ V/ / /V/V V/V/V/VV/V/ /`f //\/ /0, ��///�//V V//�/�/(A.,,,, , , V,,,/'/i//�/��//%//i,,/%//A//i///i a ./ ,vvv\vwy//Vv.wv////' //v %\,&, V/%/vA,A/%V/%yv\ //%VA/Vy%V/%V�V/%�////�//A- �A/A/AlAAIVjA /AAA//AAA /A,V//AA//AA//�A/AA//AA//AA/ SOIL PROPOSED COMPACTED GRANULAR BACKFILL .A� MEI i� B0.7s ISOMETRIC VIEW PROPOSED OR EXISTING INSTALLATION FOOTER CURB 3" MIN EXISTING EXISTING ASPHALT 'i - A ' A A e EXISTING /\\iGRADE /�, GRADE '' f.', ru�"1 ASPHALT GRADE \\ l.d i ✓ R R forts �1.iiket Y,/ ;�F N �;!!•�,!�,•�• �r ;11LND1,1; CONCRETE FOOTING PROJECT NO: 19749 DRAM BY: KKP FRONT PROPOSED 6' TRICK COMPACTED GRANULAR SIDE BACIVILLITIP) CHECKED BY: NOB CONCRETE PAD DETAIL MOSCALE A DISPENSER FOOTING DETAIL NO SCALE B DISPENSER ANCHORAGE AND CONDUIT ENTRY DETAIL w scALE C GROUND LINE RADE R'114' /A/ ay... /�/VA/ 6" R.1.112" BATTEArONs' 3''6" NOTES 1. MINIMUM CONCRETE EDGE INSTANCE FOR PROP 2. ALL DIMENSIONS ARE IN INCHES, nr Vv • ED ANCHORS SHALL BE 6", Jr.! 30 L�iJ City ofTu'�NEiI PUI�C ' �LI e o O e 0 0110119 ISSUED FOR CONSTRuc ON REV DATE DESORPTION CI /02/2019 4°0o dif d �t o 43489 0RQ �0W A� OJS R k'' TOP VIEW 21t II iB'DIA,NILTIKWINBOLT RSS784316 MECHANICAL F ECTIVEEMBEDMENTF4�IOR UM 2'•10' ENGINEER APPROVED EQUAL IESRBI917) 2LB' /�V/ / . \// //V�/ /1 \m \ / 4 SLOPE / ,, m m CONCRETE ■ ..I I (1(M4 REBAR '� RR LAW ENEYAREACRN1UNDERWIENRECRm10EA KENSEA PROFESSIONAL M EER TO ALEERINR 31R" NOTES 1. BREAKUP AND REMOVE AREA NEAREST JOINT CR SAW CUT. 2. NSTALLFORMS ASNE ESSARY��SE0FDE8RISOFFSITE. 3. COMPACT EXISTING SUBGRADE 4. POUR CONCRETE USING 3S01 EXISTING ADJACENT CURB. 6, INSTALL CONTROL JOINTS EVERY 7" TOBEREPAIREDIAEPLACEDTOTHE MATERIAL PSI AIR 10 LINEAR TO ACHIEVE 95% COMPACTION, ENTRAINED CONCRETE TO MATCH FEET, WA200201 TUKWILA TARGET T0621 301 STRANDER BLVD TUKWILA,WA96166 / ISOMETRIC VIEW Ba.76 3,6" RECEIVED INSTALLATION CITY OF TUKWILA PAD /� SHOUTED EQUIPMENT DETAILS JAN092019 PERMIT CENTER vH ,.; . FRONT VIEW SIDE VIEW SHEET NUMBER D.1 STRAIGHT CURB DETAIL NO Ma D POWER UNIT DETAIL MOScuE E POWER UNIT ANCHORAGE AND CONDUIT ENTRY DETAIL MOSCAIE F NOTES SEE NOTE I 0 " zz 0 F w U ce ,IIJ STUB UP PVC 00 1/2"INTO HOLE i 0 1- 0 $4 REBAR TIES JLL 2'O,C„TOP @ 0 )TYPOF3) r'rT III, NOTE 1, LIGHT POLE AND ANCHORAGE BONDTOPOLE DESIGNED AND PROVIDED BY OTHERS, GALVANIZED STEEL ANCHOR BOLTS (SUPPLIED BY POLE MANUFACTURER) 1"CHAMFER LITHONIALIGHTING/ KARLED SIZE 1LED AREA LUMINAIRE '„���. '"l / amenca EEErn+IEYAMERICALLC. XBBE0Mw9ITE100 oRIVE NUKE IDo RESTOX,VIRGINIA701H LITHONIAKAKILED PI41KR3MVOLTRPAPER DNARO PHOTOCELL: ROM 1.5JU LITHONIAUGHTINGANCHOR BASE POLE 1, SEE FLOOR PLAN IN REFERENCEO SWITCHBOARD ml ASSEMBLY DAAWINOSFOR ° 0 MOUNTING HOLE LOCATION AND m SWITCHBOARD BAY 0 DIMENSIONS. z 0 TYPICAL BOTTOM VIEW LAYOUT OF (1) SWITCHBOARD BAY. SEE NOTE 1 RSS 15 448 DMI9AS DNAKD 2. SEE ELEVATION IN REFERENCED w ° SWITCHBOARD ASSEMBLY m DRAWINGS FOR BASE CHANNEL DIMENSION, S B" DIA MOUNTING HOLES 3, MINIMUM 9° CONCRETE EDGE DISTANCE REQUIRED FOR PROPOSED (TYP) OFFSETO"FROMSIDESpE FRONT OF SWITCHBOARD BAY BOTTOM VIEW 36UOP$I MINIMUM ANCHORAGE, PROP05EDSWITCHBOARD ASSEMBLY CABINET °' CONCRETE RUBBED FINISH m ABOVE GRADEit GRADE \ SIN a 11M"SCHMULE 40PVC INB \'OUT OF BASES BLACK 6800W II5IHST, OVER A1OPASAs06En � & VEATCH SURE a 9292 29d° DUTY NUT BELLEVILLEWASHER PIP4B N ° ARE COPPER GROUND WIRESTUBBED UP THROUGH BASE 18' 25" I IIII/0 0 1.'8` �--SE Alit %r) CHANNEL I"RBAR < 11 a° BOND$4 COPPER ERDWIAETo REBAR N4HOOPS@6'O,O „ CY w 0 z w z S i 112"DIAHAS•R316SS THREADED ROD WITH MILTI•RE 500 V3 EPDXY, WITH MINIMUM EFFECTIVE EMBEDMENT OF 4', OR ENGINEER APPROVED EQUAL (ES 61911) ITYP OF 16) e " r z f ° a ` , 8 $6 VERTICAL BAR SECTION 1 PROPOSED CONCRETE SLAB _ _ PROJECT NO: 191419 DAAVNBY: MP p�" 4 f CHECKED BY: NMB DRILLED PIER SECTION I SWITCHBOARD ANCHORAGE DETAIL HOSCAIE A I/ PEDESTRIAN LIGHT POLE BASE DETAIL / NO SCALE B PEDESTRIAN LIGHT FIXTURE DETAIL / HO ME C NOTE 1. PREFABRICATED CONCRETE PARKING BARRIERS, WHERE USED, SHALL BEAMINIMUM OF9INCHES WIDE, PREFABRICATED BARRIERS MUST BE FIRMLY AND PERMANENTLY 12 INCHES BELOW THE PAVEMENT WITH GALVANIZED % A � 2.25' SINC HESHIGH, AND 6FEET LONG, ANCHORED A MINIMUM OF ANCHOR PINS. G A 4,50' / \ • - / STANDALONE CUSTOMER PROVIDED TUV INSTRUMENT , - NOTE ~ 1, GENERIC LOADING: W115MPH, EKPC,Kr0.85,Ss=3,73g,51TECLASSO,S°9=t64,(2)1114' CONDUIT, METER MAX WIND AREA : 540 SO IN, METER RY ASPECIFICATIONSBASED UTILJ�15YA.Evq UNISTRUTMUST BE ABLE TO ADJUST UP RATED 12' METER CANON UNISTRUT SUPPORT RECEIVED CITY OF TUKWILA 2019 9 alum OsuEo cONSRucwN REV DATE DESCROTON Y0o VIAS9J��J, p V 0 y t A R 43489 Q V� AF ,01 TES' 1� fSTONALt,' 01/02/2319 AND DOWNITYPI SEE CAR ELEO CONDUIT ELEVATION DETAIL FOR CONDUIT SIZE AND COUNT r x w WWo Quo D. z H ¢ JAN 09 PERMIT CEVTER PVC CONDUIT FOR METER CAN GROUND WIRE ATTACHED TO DRIVEN GROUND ROD P1000TUNISTRUTWITH 21Q" STD PIPE U•BOLT(TYP) j e . , ,- io _ v4_ I f _ R 4 A NICOM0M M LAM 1OR AN, PEREON, UNLESS RPM AUK 0S901LEE 54EDRECf*N0A WCAIRvm.NESN°NuLENGINru,1°ALTERMw Nam (3)13AMR@2"O,C, 12.+IY',51DPII N,� 2,88' O.D. GRADE n 1 �tu, iAU J.,IJ A WA200201TUKWILA TARGET TO62T 301 STRANDER BLVD TUKWILA, WA 98188 + N 1 4,S" 2"COVER(HP) ANCHORAGE CONCRETE FOOTING )TYP) !:I u )BI NS REBAR�i _I' EVENLY SPACED AROUND II < II i1 Li� ^^/ � a M ! ^ p Iar "�'I DIAMETER A SHEET 1194E EQUIPMENT DETAILS 1I 1 II aa � --- N3 REBAR AT I2 SPACING SECTION 3"mPI 24" DIAMETER SHEETXUXBER D•2 TYPICAL PARKING BARRIER (WMEEL STOP) DETAIL NOSCALE D DETAIL NOT USED NO scut E STANDALONE METER CAN UNISTRUT SUPPORT HOSCALE F TREE PLANTING NOTES 1. SfTUATE ROOT BALL SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISHED GRADE. 2, SCARIFY SIDES AND BOTTOM OF TREE PIT. 3. BACKFILL TREE PR W'1TH EXISTING SOIL AND WATER UNTIL NO MORE WATER IS ABSORBED. 4. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILUNG. S. INSTALL A MIN, 4%0" DIAMETER MULCH RING AT A MIN, DEPTH OF 3" FOR TREES IN LAWN AREA, 6. TREES NEED TO BE STAKED ONLY WHEN EXTREME WIND MAKES SUCH SUPPORT NECESSARY. IF STAKING IS NECESSARY CONTACT THIS OFFICE AND A DETAIL WILL BE PROVIDED. ROPES AT TOP OF ROOT BALL SHALL BE CUT, REMOVE TOP 1130F BURLAP. ALL NON•BIODEGRADABLE MATERIAL SHALL BE COMPLETELY REMOVED COMPACT SUBSOIL TO FORM 6" PEDESTAL TO PREVENT SETTUNG FINISHED GRADE MIN 45° SLOPE ON SIDES OF TREE PIT F 311MES ROOT BALL DIAMETER TREE PLANTING DETAIL U 0 PROPOSED TREE )TYP OF 13) GENERAL NOTE 1, ALL PLANTS SHALL BE WATERED THOROUGHLY RICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, AND MORE FREQUENTLY DURING TIMES OF EXTREME HEAT, FOR THE DURATION OF THE FIRST GROWING SEASON, PLANT SCHEDULE CODE BOTANICAL NAME COMMON NAME QTY SIZE (AT CONSTRUCTION) SPACING SPECIFICATIONS )AT FULLSZE) TREES THUJAOCCIDENTAL 'SMARAGD' EMERALD GREEN ARBORVITAE 13 8'•IVTALL 44° 15FTTALL, 3-4FTWIDE SHRUBS BUXUSSEMPERVIRENS COMMON BOXWOOD 18 3-6GAL FULL,WELL•FORMED 3'4"•S4"0.C. 2'-0.3'•8"TALL, 3%0"WIDE GROUND COVER OTHER MULCH TO A DEPTH OF 3" (KEEP MULCH 6" AWAY FROM TREE TRUNK) BACKFILL WITH EXISTING SOIL )IN SOME INSTANCES LAWN WILL BE PLANTED OVER THIS AREA) SHRUB PLANTING NOTES 1. PLANT SO THAT TOP OF ROOT BALL IS I" ABOVE FINISHED GRADE. 2. SCARIFY SIDES AND BOTTOM OF PIT, 3. BACKFILL WITH SPECIFIED PLANTING SOIL MIXTURE, HAND TAMPED TO REMOVE VOIDS. WATER UNTIL NO MORE WATER IS ABSORBED. BREAKUP ENCIRCLING ROOTS FROM CONTAINER STOCK OR REMOVE TOP 1130F BURLAP FROM B&B STOCK THOROUGHLY MIX IN PLANTING SOIL MIXTURE AMENDMENTS TO A DEPTH OF 8" THROUGH OUT BED MIN 45°SLOPE •// l/, ��/\/���° ON SIDES OF SHRUB PIT 2TIMES ROOT BALL DIAMETER SHRUB PLANTING DETAIL MULCH TO A DEPTH OF 3" )KEEP MULCH 4" AWAY FROM BASE OF PLANT) FINISHED GRADE COMPACT SUBSOIL TO FORM 6" PEDESTAL TO PREVENT SETTLING -- 4 UG -- UC — G _._ ,L OG -- a uG _ —LAC —LAC--UC—Uv--UG- 4 1'•5" 0.C, Q 1' 6" O.C. ITYPIP O. 0. 0 —17 �Pl� PROPOSED BUSH (TYPOF1B)4 0 Oa 4 4 Uumyi L.i City �f Tu'a' Ia UILE:;:OD+ RECEIVED CITY OF TUKWILA 1�N 0 9 /019 PER 1IT CENTER ,�electrify america ELECTRIFYAMERICA:LLD 2009 EDMOND HALLEY DRIVE SUITE 200 RESTON,VIRGNV, 10191 BLACK & VEATCH DADA 116611 ST, SURE 2291 OVERLAND PARK, KS 66211 9111456.1000 PROJECT NO: 197471 ORAWNBY: NNP CHECKED BY: NIB MVO19 ISSLED FOR CON0IRUCRON DATE DESCRIPTION IT aAYUkATIONOFLAW FORAM PERSON, WILES 1REY PRE ACTING UMDER 1EORECTONOFA U ENSEOPROFESSIONALENGREERTOALEERTN6 DOCUMENT. WA200201 TUKWILA TARGET TO621 301 STRANDER BLVD TUKWILA, WA 98188 SHEETRT1E LANDSCAPING PLAN DETAILS & PLANT SCHEDULE SHEET MASER LANDSCAPING PLAN 6' 4' 7 0 S 10' U16 %1'4 LS•1 0 e 80 0 0 GRAPHIC SCALE 29"221.i0 Tinos22 N. S WItiMAK SAN pour wie 008 Stem NKE1(9EC744 NL1ANN MIR WIVE 08C1001 Una 15005 PAt1A PM BACK PLOW ROB LOT PANE WIC BOX PRIMP 9MNHOIE I7Lan0P1c PEO'970 p 7*RAAL 09If001B0d - g um SI314 MST DEP1000119> L: U90CAPED ARA a • ---91 mW( ) —s soppt XIt (WEN) --et — PAR l9E (02Od19) — — 56 UNE LPt2) — a — PE7Pc AS (0W9059) —,o — ROUT LK (l9A8 PO.N0) RAM LAC LQ&IN DEETW ANGLE CI 130.00' 19.17 Sf1YW' C70A0E ARE¢ Igelr LPE Of frf 5411/4 Cf 1H 91/4 sup, 0.1136, RCM ST7NRBBR BOULEVARD NM: 2916' (60'P®11CRO,I,) (IKr IEWN9p, ll.23' PROPERTY DESCRIPTION: 101 1 0f WT UNE 05)157 A7 h9M9ER 98-640 TI MU POND, 952090EO CW5ER WORNR'S FILE N0. 8901140241, BENG R POMP 00 THE 5O0FP111517Jh91EA OF Pt NORIHFA51 AWARE OF SE000N 16-23-04 SLE .1 T0: AN EAEEM0T7 6520000 MP N,91f0R5 FIE NO 6f81975 PER WI 9AMOA7 PAMPfrY OIID, RECORDED WO 21, 1989 AS 0500Eaf 140, 6902210999 IN INE 000d19 OF Mg CODOO, WASHINGTON. SCHEDULE 82 EXCEPTIONS: gem No. I. 0PER0708 AND EASEMENT IGREEMNI FeMary 21, 198910009870 NO. 8901211001 AGP.EF&EAT 1574924: keen Hudson Gryor8ion ate S-H-Benoit-Rummy -.4TBC06 SLUMMY 0510 BLANKET IN ORE 1. LOT U,4 9101NG7 88.E-0IA No 09, 1989 OOCLIa NO.8905010569 WIN; 5-1.1-90401-1tomory 11u750 Dolan Koko 6o7uceon 4105 NOT OW SURVEY N:LA 5. USFWEY F00 mom EIF7Ft SYSTEM Nay fQ 1989 COOT 40. 902E140104 CPMICA. Orylon Uson Corporation WAYIEL 1kgkk 41E03 SURVEY AK), 9N"sN NEAE01l A EASU(n7 FOR PEDESTRIAN W5UFlK, Sr73PO0 NO Odder 11, 1992 01171u5N1 MO. 9010310521 CFM72R: DapHudson GRAN* C1q A Tub1a -AM SURVEY AU, 9100 1-1X0N 5. 1110M0 WET SUE N0, T-0627 Noy 21,1021 BO% 152 P6E, NZ PUT -OUTS SURVEY AAFA, 910 01 110<01a tlnm real (Paled o8vrt are delnnved non -awry Rioted dery ord art pool pbllm hum NOTES: 1. This is a topographic mop.. Nos a sot a boundary 0Nmy ads mry intended to dep'cl Nose 1pogr9N0 feal0m or loorararents,Mare. Th property lines shown PM ward 5o only and ore showo for gEp4ml Maam eery. 2, Any mdargrard Ries stun have been located from field sunny hform lion. the wrvryor makes no guarantee Not the 0Mpgrand altos shown comprise 01 Wxd 1L1'dks'm the no, either n service or abandoned, tea surveyor father does not Portant 807 the undergrwM u101Gee shown are N the axed location indicated although he does evilly that Ply ore k:otod as a0ualely as pos0Nle from the 1Aortlolian available, Puoto o5lity l000te muest was mods 09/12/18. this site eon Located by etondud RF methods. 3. MR. EMERGENCY 8AN9GEN1NT MEMO, referencing flood Imurence Rote Mop, Map Number 5323300969E effea5we ado May 16, 1995, ideates this parcel of lard is booted in Zone P Om of minimal good hoOod). 4. Ns soey don ne cmAidde o title ape8 o Clad land SimnyiNq, Mc to determine ,,neNdp Pe comeh of sort For are nlmm0kn regarding eaemeM0, dgms d way old 6t0 al record Don Land Suml% Inc. Ned Roan a Search Report prepped by P0Nc Corporate 9 Fdle 5e-nces eon an order nun5M of FC2100040, deted September 25, 2019. 5. Erato, o,boronWAD d9idea. B. BR,NNO& PK Mal d Np01t oe Awn. &rubon. 25.54' (N49 BB). 7, 6005 OF BECKS: Beor8p are rdd',s N lope slam upon 11e plot al NI One Otju8me,P No. 89-6-BLA lul.7a Pad, ae55Nng to lee mayor pat Meant, recorded m Audhp a Fde MO. 8901045040 0l tee 000070i Puotu Rends of King County, Wahing0*, d rotated 0017( coumm-doc4Mse. & Feld .0A for Dos worry caw competed on kph* 16, 2016. 9. The own' names pod taw parcel dote shown heron are based upon the public records avai0ble at the edgoal date of this porgy. Clmpd owneaNlp and tap parcel data e0Wd be verified for aeaafay, 10,1Ns use is mad 'NC-P' (lukw4 Uryan C,nlar Pond O4iricl) per City of Ru4Mda Planning Op00ment. Buedmg Setbacks: Front A/p Side: 6''. Rear: S' No m ing Mam4ioo p%Nded by the Mt. Zoning 'dab shown ham are the inleryretotttn of the surveyor. For dwdkotk, of swat mar& design ions and sethak Loudon, pease, cakacf the uOly d iukw'h Rmmm; and Zoning Deportment at (266)431-3670. �w SURVEYOR'S STATEMENT: OP the ogee ofrm dvdn9 ors prepared der Pa0d09 0 IN Sid al correct8 as hal 0�m his sal is Trent d, Keenan Wo0in9ten Professional land 0mryo No. 490 Fa, and m 5,459 of Lien Lord Sonylp, her FOR REFERENCE ONLY RECEIVED CITY OF TUKWILA JAN.p 9 2019 u �� Tern beais buy andER Ned, X a1 0- Wm 3 00 d 0 NOTES 1, WORK I STAGING AREA TO BE CONFIRMED AT PREsCONSTRUCTION SITE MEETING AND SURROUNDED BY TEMPORARY FENCE DURING CONSTRUCTION, 2, POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION. 3. CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW. 4. SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FOR ANY OPEN TRENCHES LEFT OVER NIGHT OR UNATTENDED. LEGEND WORK I STAGING AREA DRIVE AISLE CLOSURE 1100 UTILITY LINE TO BE BORED UTILTY LINE TO BE TRENCHED ENDURO SHADE CLOTH BY HENDEE ENTERPRISES, INC. (OR EQUAL) TEL:1400.2314215 (FASTEN TO INTERIOR SIDE OF FENCE. DO NOT FASTEN TO BOTTOM RAIL OF FENCE.) NO.9 GAGE, 0.148"±0.0D', FINISHED SIZE GALVANIZED STEEL WIRES, 2' MESH, TOP AND BOTTOM SELVAGES TWISTED AND BARBED CONFORMING TO ASTM A392, A491, F669, OR F513 0 ASPHALT PAVING PROVIDE WEIGHTED TEMPORARY FENCE ANCHORS FROM START TRAFFIC, PRODUCT CODE 121500R ENGINEER APPROVED EQUAL TEL: (8138) 601.9693 TEMPORARY FENCE DETAIL NOSCAEE TOP RAIL 1.661N OD, 2.21 LBIFT GALVANIZED STEEL PIPE (TYP) POST 1.901N 0D, 2701BIFT GALVANIZED STEEL PIPE (TYP) to NIS (TYP) TARGET Tn EXISTING PROPERTY LINE EXISTING ELECTRIC —BOX(TYP) _: EXISTING FIBER -- ss — — OPTIC PEDESTAL \ !c -YSS EXISTING SANITARY 1 CLEANOUT (TYP) AD EXISTING BUSH (TYP) — SS — III ' II' 11 �. I. ( EXISTING STORM INLET (TYP) EXISTING UNDERGROUND STORM LINE (TYP) YJL —6 • wi — WL EXISTING UNDERGROUND y WATER LINE (TYP) ib&,II I � I EXIST NG CONCRETE CURB WITH GUTTER (TYP( II(1111111111 N1�1 'llli i (1Dios / EXISTING SANITARY MANHOLE (TYP) STRANDER BLVD - ss — ss — ss sr. -- EXISTING UNDERGROUND -SANITARYLINE(TYP) EXISTING UNDERGROUND FIBER OPTIC UNE(TYP) — — EXISTING UNDERGROUND GAS LINE _ I . EXISTING TRAFFIC N Pp-r _ YSIGNAL MAST PROPOSED STORM DRAIN FILTER I ) EXISTING PARKING 1( ( r/Ii LINE(TYP)-y, l ii l I I I .A EXISTING ( 1I THE (TYP( EXISTING UNDERGROUND ELECTRIC LINE (TYP) 1,1 I ,I � II i it II WL — WL — W\— WL -- W-- &i — EXISTING CART 1 CORRAL (TYP) ! EXISTING LIGHT POLE (TYP) — S' — ST — ST .—. 5' —.. ST ----■ I jl�l j I i EXISTING TRAFFIC SIGNAL CONTROL BOX (TYP) IRRIGATON CONTROL VALVE 1 ss EXISTING SIDEWALK (TI'P) I I �\ II Y/, SOUTH Y CENTER PLAZA XISTING ASPHALT PARKING LOT —� �ilyl 1111'I�'��ll FOR REFERENCE ONLY /24 /velectrify amenca ELECTRIFY AMERICALLC, 2X3 EDMUND HALLEYDANE SUITEE00 RESTO N, VIRGI N IA 20191 BLACK & VEATCH 6600W 1150: ST, SNTE NYE OVERLAND PARK, YS 66211 (D13(45820B0 PROJECT NO: 191479 DRAMS BY: IMP CHECKED BY: NNB o/IDU19 ISSUED 6DR CONs1RUcnoN REV DATE DESCRIPTION RECEIVED CITY OF TUKWILA JAN092019 PERMIT CENTER WA288281 TUKWILA TARGETT0627 301 STRANDER BLVD TUKWILA, WA 9818E SHEET ME STAGING PLAN SHEET NUMBER City of Tukwila Department of Community Development 3/5/2020 CHRISTINA SUAREZ 5885 MEADOWS DE, SUITE 700 LAKE OSWEGO, WA 97035 RE: Permit No. D19-0011 ELECTRIFY AMERICA 301 STRANDER BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any tiine after the work has begun for a period of 180 days. Your permit will expire on 4/28/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/28/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0011 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila Department of Community Development 10/1/2019 CHRISTINA SUAREZ 5885 MEADOWS DE, SUITE 700 LAKE OSWEGO, WA 97035 RE: Permit No. D19-0011 ELECTRIFY AMERICA 301 STRANDER. BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/19/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/19/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D19-0011 6 00 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0011 DATE: 1/09/19 PROJECT NAME: ELECTRIFY AMERICA SITE ADDRESS: 301 STRANDER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: V-A/C) Building Division ANIV° \ I Public PRELIMINARY REVIEW: km PR. \9 \ \ Fire Prevention t(17 Planning Division Structural Permit Coordinator oi DATE: 1/15/19 Not Applicable Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 2/12/19 Approved with Conditions r Denied (ie: Zoning Issues Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping D PW Staff Initials: 12/18/2013 Homo, :Espanol Cont act Search L&I Safety & Health Claims & Insurance 4.4 Washington State Department of Labor & Industries A-Z Index Help 'My 1.,S41 Workplace Rights Trades & Licensing EVGLOBAL Owner or tradesperson Principals VAN DER MEER, HANS GN, PARTNER/MEMBER Doing business as EVGLOBAL WA UBI No. 604 168 553 Parent company EV4 LLC 2727 SE RAYMOND ST PORTLAND, OR 97202 503-847-2018 Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations, Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. EVGLO""831QB Effective — expiration 11/02/2017— 11/02/2019 Bond Wesco Insurance Co Bond account no. 46WB090051 $12,000.00 Received by L&I Effective date 11/02/2017 11/03/2017 Expiration date Until Canceled Insurance Houston Specialty Ins Co $1,000,000.00 Policy no. HBD10036063 Received by L&I Effective date 10/24/2018 11/01/2018 Expiration date 11/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. LW Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve