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HomeMy WebLinkAboutPermit EL15-0051 - CITY OF TUKWILA - INTERURBAN LIGHTINGThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. EL15-0051 CITY OF TUKWILA 14800 INTERURBAN AVE S RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, � � � I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 18 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) (7a & c) apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); RCW which protects attorney -client privileged RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. CITI' OF TUKWILA - INTERURBAN 14800 INTERURBAN AVE S EL15-0051 City of Tukwila • Department of Community Development �x • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov ELECTRICAL PERMIT Parcel No: 3597000005 Permit Number: EL15-0051 Address: 14800 INTERURBAN AVE S Issue Date: 3/11/2015 Permit Expires On: 9/7/2015 Project Name: CITY OF TUKWILA - INTERURBAN L Owner: Name: CITY OF TUKWILA Address: 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 Contact Person: Name: MIKE RONDA Phone: (206) 431-3680 Address: 6300 SOUTHCENTER BLVD STE 100, TUKWILA, WA, 98188 Contractor: Name: ADP CONSTRUCTION SERVICES INC Phone: Address: 2018 S 17TH ST , TACOMA, WA, 98405 License No: ADPC051066CI Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: NEW STREET LIGHTING SERVICE - 120/240V 100/2POLE MAIN DISCONNECT 1 PHASE 3W U/G FEED Valuation of single family: $0.00 Fees Collected: $5,565.18 Valuation of mf/comm: $328,000.00 Type of Work: NEW Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: L /� Y— yJ, Date: —�` l 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 constr n or the a of work. I am authorized to sign and obtain this development permit and agr o the co di ' ns attached o this permit. Signature: Date: Print Name: ` 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: 'ELECTRICAL PERMIT CONDITIONS' 2: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 3: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 4: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296-46B WAC. 5: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 6: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 7: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2100 ELECTRICAL FINAL 7003 ROUGH -IN ELECTRICAL 7002 SERVICE 7001 UNDERGROUND/SLAB CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.Tukwi]aWA.gov SITE LOCATION Electrical Permit No. L-Wls'-11—co,�-1 Project No. Date Application Accepted: ` - Date Application Expires:% -1 3— use ELECTRICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" King Co Assessor's Tax No.: Site Address: Interurban Ave. S.-Sta.30+09,2.5' LT Suite Number: Floor: Tenant Name: Walsh Construction Company II,LLC New Tenant: ® .....Yes ❑ ..No PROPERTY OWNER Name: City of Tukwila Address: 6300 Southcenter Blvd. Suite 100 City: Tukwila State: WA Z'P: 98188 CONTACT PERSON — person receiving all project communication Name: City of Tukwila Address: 6300 Southcenter Blvd. Suite 100 City: Tukwila State: WA Zip: 98188 Phone: (206) 431-3680 Fax: Email: ELECTRICAL CONTRACTOR INFORMATION Company Name: ADP Construction Services,Inc. Address: 2018 South 17th Street City: Tacoma State: WA Zip: 98405 Phone: (253) 572-2363 Fax: (253) 627-1373 Contr Reg No.: ADPCOSI066CJ Exp Date: 02/11/2016 Tukwila Business License No.; 0995635 Valuation of Project (contractor's bid price): $ 328,000 Scope of Work (please provide detailed information): New Streetlighting Service - 120/240V 100/2 pole main disconnect 1 phase 3W U/G Feed Will service be altered? ❑ Yes m No Type of use: Street lighting Type of work: m New ❑ Addition ❑ Service Change ❑ Low Voltage ❑ Generator ❑ Fire Alarm Property Served by: m Puget Sound Energy ❑ Seattle City Light H:\Applications\For Applications On Line12014 ApplicationAElectrical Permit Application Revised 1-1-14.dom Revised: January 2014 bh Adding more than 50 amps? ❑ Remodel ❑ Telecommunication W1 Yes ❑ No ❑ Tenant Improvement ❑ Temporary Service Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings...................................$152.85 (including an attached garage) ❑ Garages, pools, spas and outbuildings ........................$81.90 ea ❑ Low voltage systems (alarm, furnace thermostat) ................................ $59.85 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration ...................................... $81.90 (no added/altered circuits) ❑ Service change with added/altered circuits ................. $81.90 number of added circuits ....................... $11.55 ea ❑ Circuits added/altered without service change ........... $54.60 (up to 5 circuits) ❑ Circuits added/altered without service change ........... $54.60 (6 or more circuits) ......................................... ...... $7.65 ea ❑ Meter/mast repair ....................................................... $68.25 ❑ Low voltage systems ................................................. $59.85 (alarm, furnace thermostat) PERMIT APPLICATION NOTES - MULTI -FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) ................................. $65.00 ❑ Temporary service (generator) ................................... $80.90 ❑ Manufactured/mobile home service ........................... $86.25 (excluding garage or outbuilding) ❑ Carnivals.................................................................... $80.60 Number of concessions ......................... $10.80 ea Each ride and generator truck ............... $10.80 ea ***EFFECTIVE JANUARY 1, 2014 EACH PERMIT WILL BE ASSESSED A 5% TECHNOLOGY FEE*** Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: T Date: 01/15/2015 Print Name: Arthur D. Pearson Day Telephone: (253) 572-2363 Mailing Address: 2018 South 17th Stree Tacoma WA 98405 City State Zip H:Wpplications\Forms-Applications On Line\2014 Applications\Electrical Permit Application Revised 1-1-14.dom Revised: January 2014 bh Page 2 of 2 DESCRIPTIONS PermitTRAK PAID $4,494.95 EL15-0051 Address: 14800 INTERURBAN AVE S Apn: 3597000005 $4,494.95 ELECTRICAL $4,280.90 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $4,280.90 TECHNOLOGY FEE $214.05 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT:R4799 R000.322.900.04.00 0.00 $214.05 $4,494.95 Date Paid: Wednesday, March 11, 2015 Paid By: ADP CONSTRUCTION SERVICES INC Pay Method: CHECK 12991 Printed: Wednesday, March 11, 2015 11:31 AM 1 of 1 Cf~SY57EM5 Date Paid: Tuesday, January 20, 2015 Paid By: ADP CONSTRUCTION SERVICES INC Pay Method: CHECK 12898 Printed: Tuesday, January 20, 2015 4:17 PM 1 of 1 P, sysren�, INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: ( Type of Inspection: ��— Address: &00 Date Called: Special Instr ctions: Date Wanted: .m. Requester: Phone No: 0 Approved per applicable codes. ElCorrectionsrequired prior to approval. (Inspector: /t�1:'h/�� (uate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 6TJ Type of Inspection: Address: Date Called: Special Instructions: 100 Date Wanted: a.m. I 1t;0 p.m. Requester: Phone No: 3� o ® 07- 1 Approved per applicable codes. Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION RECORD �.W� Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project. WL(S Type of Inspection: 6WA—L'-- Address:0O /lu Date Called: Special Instructions: Date Wanted: a. Ga C7 m. Requester: Phone No: ❑ Approved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection* Address: �Q t Date Called: Special Instructions: Date Wanted: a.m. . 7k3 �- `a►L' " � � Wit""" �L�. Requester: (d619t Phone No: 3C 0 982- Approved per applicable codes. El Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I f INSPECTION RECORD I A Ra ('-' 00 1.111.1 INSPECTION NO. ]etain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 Permit Inspection Request Line (206) 438-9350 Project- �r" /it J.. � �-k—a Address. '600 Ij Date Called: Special Instructions; 2:3,0 Date Wantea: Requester: r1one —N 8?z7- 1:1 Approved per applicable codes. 1:1 Corrections required prior to approval. COMMENTS: VA z 4"T 7 . .................. F-1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with p'rmitJ6'(5-'�00-, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- ` r7 '�(Ie- - - Ll�— Type of Inspection: )4, Address: I loro Date Called: Special Instructions: Date Wanted., 3 p.m. Requeste;' Rone No: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 4/1/2016 MIKE RONDA 6300 SOUTHCENTER BLVD STE 100 TUKWILA, WA 98188 RE: Permit No. EL15-0051 CITY OF TUKWILA - INTERURBAN L FORT DENT WAY TO S 143 ST Dear Permit Holder: 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 5/28/2016. 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 5/28/2016, 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: EL15-0051 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL15-0051 DATE: 01/20/15 PROJECT NAME: CITY OF TUKWILA - INTERURBAN LIGHTING SITE ADDRESS: FORT DENT WAY TO S 143 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division 1K Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator 01 DATE: 01 /22/15 Structural Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/19/15 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 Adft Washington State ® Department of Transportation Request to Sublet Work Subcontractor ❑ Lower Tier Subcontractor 0 DBE Prime Contractor Federal Employer I.D. Number State Contract Number Walsh Construction Co. 11, LLC 27-0887958 TA-2507 Job Description (Title) Request Number Interurban Avenue S. 2 Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor Unified Business Identifier (UBI) Federal Employer I.D. Number ` ADP Construction Services 1601429 361 91-1635620 Address Telephone Number 2018 S 17th St 253-272-0283 City State Zip Code Estimated Starting Date Tacoma WA 98405 7/7/2014 If Lower Tier Subcontractor, ID of Corresponding Subcontractor • If no Federal Employer/.D. Number, Use Owner's Social Security Number Item No. Partial Item Description Amount 8 x Mobilization $35,264 105 Illumination System, Complete $330,478 106 Signal Loop Modifications, Complete $24,106 107 Modification of Existing Fiber Optics Raceway System $25,189 108 Rectangular Rapid Flashing Beacon (RRFB) System $17,632 112 Permanent Signing $27,230 159 Adjust Fiber Optic ManholeNault $23,577 Total $483,476 1 understand and will insure that the subcontractor will comply fully with the plans and specifications under Prime Contr°,actlor//$ignature Date ✓ 6/26/2014 which this work is being performed. Department of Transportation Use Only Percent of Total Contract DBE Status Verification This Request % Previous Requests % Sublet to Date % Project Engineer's Signature Date Approved - Region Construction Engineer Date ❑ Approved (When Required) uul Rev sed 1112009 Distribution: White (Original) - Region Canary (Copy) - Project Engineer Pink (Copy) - Contractor A D P CONST SERVICES INC Page 1 of 2 H011W Inicio en Espanol Contact. Safety Washington State Department of r Labor & Industries A D P CONST SERVICES INC Search L&I i 3iJ A-Ilndex Hell,) My SecureL&I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 2012 S 17TH ST PEARSON, SHEILA TACOMA, WA98405-2912 253-272-0283 Principals PIERCE County PEARSON, SHEILA PEARSON, ARTHUR D, PRESIDENT PEARSON, ARTHUR D, AGENT Doing business as A D P CONST SERVICES INC WA UBI No. Business type 601 429 361 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor Active. .................. _ ............................. ............. Meets current requirements. License specialties GENERAL License no. ADPCOSIO66CJ Effective — expiration 02/11/1994— 02/11/2016 Des ignated_admi nistrator PEARSON, ARTHUR D License type Master Electrician Bond ................ No bond accounts during the previous 6 year period. Savings (in lieu of bond) Savings account ID License Violations .............................. _ ......................... No license violations during the previous 6 year period. Workers' comp Active. Meets current requirements. License no. PEARSAD973DM $4,000.00 Effective date 12/20/1993 Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 282,156-01 ................................. Doing business as ADP CONSTRUCTION SERVICES INC https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601429361&LIC=ADPCOSIO66CJ&SAW= 3/11/2015 i I ) IL tg. INTERURBAN AVENUE SOUT FORT DENT WAY TO S 143RD STREET PROJECT NO.03-RW02 FEDERAL AID PROJECT NO.: STPUL-1045 (007) TIB PROJECT NO.: 8-1-116(010)-1 CONTRACT NO.: TA-2507 MAYOR JIM HAGGERTON DIRECTOR OF PUBLIC WORKS BOB GIBERSON, P.E. CITY ENGINEER ROBIN TISCHMAK, P.E. SCHEDULE OF DRAWINGS SHEET N0. 1 2 3 — 4 5 — 6 7 — 8 9 10 11 — 19 20 — 39 40 — 44 45 — 49 50 — 54 55 — 57 58 — 59 60 — 64 65 — 75 76 — 84 85-90 91 92 — 97 98 99-107 S1 — S9 CITY COUNCIL • • • luviolut lb Will require a new plan submittal and may include additional plan -review fees. DE'SEAN QUINN, COUNCIL PRESIDENT JOE DUFFIE ALLAN EKBERG KATHY HOUGARDY KATE KRULLER DENNIS ROBERTSON VERNA SEAL FILE COPY Permit 140. K L v 005 TI TLE Plan review approval is subject to errors and omissions COVER SHEET Approval of construction documents does not authorize SHEET INDEX, LEGEND, & ABBREVIATIONS TYPICAL SECTIONS the violation of any adopted code or ordinance. Receipt DETAILS of approved Field:;Copy and co ackn ed DRAINAGE DETAILS tl TESC NOTES & DETAILS By: o CONSTRUCTION STAGING SITE PREPARATION & TESC PLANS Date: 1 ROADWAY PLANS & PROFILES STORM DRAIN PROFILES MEDIAN PLANS & DETAILS DRIVEWAY PROFILES MODULAR BLOCK WALL & STRUCTURAL EARTH WALL PLANS, ELEVATIONS & DETAILS STORMWATER DETENTION & TREATMENT DETAILS WATER PROFILES ILLUMINATION PLANS & DETAILS CHANNELIZATION & SIGNING PLANS LANDSCAPE PLANS LANDSCAPE SCHEDULE & DETAILS IRRIGATION PLANS IRRIGATION SCHEDULE & DETAILS RIGHT OF WAY PLANS WALL PLANS, ELEVATIONS & DETAILS PUBLIC WORKS I EP T_ *ENGINEERING *STREETS *WATER* SEWER *BUILDING field bk no date City of Tukwila BUILDING DIVISION 7539thAvenueN 2502.......nAvenue Sege,WA98109 Tacoma WA98402 (206) 286-1640 (253) 627-0720 www#_ NFORMED BID SET 04-28-14 BID DOCUMENT -oo FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S COVER SHEET RECEIVED CITY OF TUK.WILA JAN 2 0 2015 no Idate I revisions T CENTER 2-27-2014 of 1: Im MA F u 0 } v M date 02/2014 22 12 - 66 ` g5 13 24 Y5 Q 7 11 86 � 67 �- 20 y�1oC ti O �5 0 100 200 400 SCALE IN FEET ABBREVIATIONS 5� � C-42 i 87 ��4 CO -- INrERURggN ACE S 600 AC ASBESTOS CONCRETE MIC MONUMENT IN CASE ACP ASPHALT CONCRETE PAVEMENT MIN MINIMUM AP ANGLE POINT MJ MECHANICAL JOINT ATB ASPHALT TREATED BASE MON MONUMENT AVE AVENUE N NORTHING, NORTH CB CATCH BASIN NTS NOT TO SCALE CC CEMENT CONCRETE OC ON CENTER CHLK CHAINUNK PC POINT OF CURVE CENTERLINE PCC POINT OF CURVE ON CURVE, CIP CAST IN PLACE PORTLAND CEMENT CONCRETE CL CLASS PE PLAIN END CMP CORRUGATED METAL PIPE PI POINT OF INTERSECTION CONC CONCRETE PRC POINT OF REVERSE CURVE COT CITY OF TUKWILA PT POINT OF TANGENT CSBC CRUSHED SURFACING BASE COURSE PVC POINT OF CURVATURE CSTC CRUSHED SURFACING TOP COURSE PVT POINT OF VERTICAL TANGENT A DELTA PA POINT OF VERTICAL INTERSECTION DET DETAIL R RADIUS DI DUCTILE IRON RCP REINFORCED CONCRETE PIPE DIP DUCTILE IRON PIPE RPM RAISED PAVEMENT MARKER DIA/0 DIAMETER RT RIGHT D/W DRIVEWAY S SLOPE, SOUTH E EASTING, EAST SO STORM DRAIN EL/ELEV ELEVATION SDP STORM DRAIN PIPE F/0 FIBER OPTIC SS STORM SEWER FOC AMEGBF CURB STA STATION FOG FACE OF GUTTER STD STANDARD GP GATE POST STP SEATTLE TO PORTLAND HMA HOT MIX ASPHALT T TANGENT HP HIGH PRESSURE TESC TEMPORARY EROSION AND IE INVERT ELEVATION SEDIMENTATION CONTROL L LENGTH TH THICK LT LEFT TOC TOP OF CURB LF LINEAR FEET TUK TUKWILA MAX MAXIMUM TYP TYPICAL MB MAILBOX W WEST, WIDE MH MANHOLE W/ WTH WSDOT WASHINGTON STATE DEPT OF TRANSPORTATION LEGEND EXISTING ro FIBER OPTIC LINE G -- GAS LINE --ar+ OVERHEAD POWER P UNDERGROUND POWER LINE = SANITARY SEWER LINE s ABANDONED SANITARY SEWER LIN so STORM DRAIN LINE T TELEPHONE LINE w WATER LINE }- ----- CULVERT -•- -•--- CHAIN LINK FENCE -•-_-•- - WOOD FENCE - - - - - - - RIGHT-OF-WAY LINE ----- PROPERTY LINE 0 SANITARY SEWER MANHOLE STORM DRAIN MANHOLE ❑ STORM DRAIN CATCH BASIN ® WATER METER WATER VALVE u WATER VAULT FIRE HYDRANT o- UTILITY POLE 4- STREET LIGHT F - GUY ANCHOR 9 PAD MOUNTED TRANSFORMER POWER VAULT ® GAS METER III GAS VALVE TELEPHONE RISER o MONUMENT IN CASE SIGN MAILBOX SHRUB TREE, DECIDUOUS TREE, DECIDUOUS SET PK NAIL G SET REBAR & CAP 0 FOUND AS NOTED (MIC, MON) 0 TELEPHONE/FIBER OPTIC VAULT - - - - - - - EDGE OF WATER - - - - - - - - - ORDINARY HIGH WATER PROPOSED ■ E ' } C ] ■ I'1F-yFY FT, 1 // iu► j O� 61 89_A L72 O 40 50 a 5 CO SLOPE INDICATOR CSBC (IN SECTION) STORM DRAIN LINE, WITH DIRECTION OF FLOW 4 ,par° © GRAVEL BORROW (IN SECTION) UNDERDRAIN CATCH BASIN \��\��\�/\ SUBGRADE (IN SECTION) YARD DRAIN MANHOLE TOPSOIL TYPE A (IN SECTION) FIRE HYDRANT WATER PIPE NEW PAVEMENT, HMA CLASS B WATER METER OVERLAY, HMA CLASS B WATER VALVE 90' & 45' & 22' BENDS CEMENT CONCRETE TEE CROSS END CAP COUPLINGFtEV1E� ` WITH `t THRUST BLOCK SIGN MAILBOX COMPLIM4 - NEC' WALL BUTT JOINT FENCE (� BUS PAD/FOOTINGcity JF� Of B. RECEI'VED CITY OF TUKWILA - JAKIO. 2015.. - `PERMIT CENTER SHEET INDEX OX SITE PREPARATION & TESC PLAN SHEETS OX PLAN SHEETS OX ROADWAY PROFILE SHEETS 55 X ( -) STORM PROFILE SHEETS OX LANDSCAPE PLAN SHEETS „ ,„ .• 0 QX IRRIGATION PLAN SHEETS �X ILLUMINATION PLAN SHEETS X ! CHANNELIZATION & SIGNING PLAN SHEETS SURVEY CONTROL 1. CONTRACTOR IS FULLY RESPONSIBLE FOR ESTABLISHING AND MAINTAINING TEMPORARY CONTROL AS CONTROL POINTS ARE DAMAGED AND/OR REMOVED DURING CONSTRUCTION. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS -BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 3. CONTOUR INTERVAL = 1 FOOT. 4. HORIZONTAL DATUM IS WASHINGTON STATE PLANE, NORTH ZONE NAD 83/91 IN FEET. SET TEMPORARY CONTROL POINTS AS SHOWN HEREIN. PROJECT CONTROL POINTS: WSDOT MONUMENT ID #5231 & #5272. FOR FULL DESCRIPTION SEE: www.wsdot.wo.gov/monument/repoh.cfrn7monumentid=5231 FOR FULL DESCRIPTION SEE: www.wsdot.wa.gov/monument/repoh.chn4monumentid=5272 5. VERTICAL DATUM IS NAVD 88 ELEVATIONS IN FEET. PROJECT BENCH MARK: WSDOT GP17405-62, MONUMENT ID #895, ELEVATION = 58.66 FEET. A WSDOT BRASS DISK SET INTO THE SIDEWALK AND LEVEL WITH THE CONCRETE SURFACE. SET TEMPORARY BENCHMARKS AS SHOWN HEREON. FOR FULL DESCRIPTION SEE: www.wsdot.wa.gov/monument/repoh.cfmTmonumentid=895 6. FIELD SURVEY BY EARTH TECH INC., JAN. 4 -MARCH 4, 2005. 7. FORT DENT SEWER LINE DATA WAS EDITED IN MARCH, 2009. INVERT ELEVATIONS WERE TAKEN FROM AS -BUILT MEASUREMENTS MARKED BY HAND ON A PLAN SET ENTITLED 'CITY OF TUKWILA FORT DENT INTERURBAN AVENUE SEWER EXTENSION,' CITY PROJECT N0. 04-SW02, FILE N0. 203637.10. THE PLOT WAS DATED 09/27/06, THE HAND -EDITS WERE UNDATED. AS -BUILT ELEVATIONS TAKEN FROM THIS PLOT WERE ADJUSTED BY +3.03' TO MATCH THE PROJECT DATUM. HORIZONTAL &VERTICAL CONTROL POINTS PK3 PK4 PK13 PK16 STA 09+43.09, STA 52+22.22, STA 12+75.35, STA 12+75.35, 48.55' RT 52.28' RT 36.99' RT 30.27' RT N. 173109.27 N. 176663.68 N. 173267.90 N. 173457.99 E.1290386.15 E. 1288257.99 E. 1290093.98 E.1289788.34 ELEV.37.84 ELEV.25.04 ELEV.38.28 ELEV.36.07 RC19 RC20 RC21 PK24 STA 19+98.40, STA 28+98.37, STA 76+18.87, STA 36+01.65, 34.08' RT 38.35' RT 25.41 LT 78.00' RT N. 173726.76 N. 174558.47 N. 174274.97 N. 175227.76 E. 1289573.97 E.1289243.34 E.1289285.92 E. 1289023.74 ELEV. 32.38 ELEV. 23.58 ELEV. 24.82 ELEV.23.86 RC25 RC27 RC28 C31 STA 32+12.53, STA 45+25.27, STA 39+49.18, TA 48+47.98, 55.88' RT 41.77' RT 89.44' RT 9.66' RT N. 174857.37 N.176074.54 N.175555.51 .176364.25 E. 1289145.08 E.1288653.13 E.1288907.64 .1288488.08 ELEV.23.06 ELEV.27.67 ELEV. 22.95 LEV. 26.65 4 - NAVD,88 ON J.Dq AST RFJ 3070 wJUNAL ECG 2-27-2014 of u 0 by date FEDERALAID PROJECT NO: STPUL-1045/007 &TIB PROJECT N0: 8-1-116(010)-1 °"W"A �, PUBLIC' WORKS DEPT_ designed NA 2/14 IUpci 2 o 0.i drawn NA z/,a BAD INTERURBAN AVENUE S *ENGINEERING *STREETS *WATER*SEWER*BUILDING* checked NJD 2/14 75391hAvenueN 2502Je11ersonAvenue 107 s Seattle, WA 98109 Tarnma, WA 99 ro'en402 NJD 2/,4 DOCUMENT file no o4asNDxl s � (i os) zss-1 s4o (253) s27 ano � 1908 � ro'dir www.kpgSHEET INDEX, LEGEND&ABBREVIATIONS scale N/A field bk no no date revisions date 02/201a CONSTRUCTION STAGING CRITERIA 1. CONSTRUCTION SEQUENCING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONSTRUCTION SEQUENCING AND EXAMPLE STAGING PRESENTED IN THESE DRAWINGS IS FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL PREPARE PROGRESS SCHEDULES, TRAFFIC CONTROL PLANS AND A SEQUENCING/STAGING PLAN MEETING THE REQUIREMENTS OF THE CONTRACT DOCUMENTS FOR APPROVAL BY THE ENGINEER. 2. THE CONTRACTOR SHALL MAINTAIN ONE THROUGH LANE OF TRAFFIC IN EACH DIRECTION AT ALL TIMES AS WELL AS LEFT TURN POCKETS OF 30' MINIMUM LENGTH FOR ACTIVE DRIVEWAYS, 50' MINIMUM LENGTH FOR SIDE STREETS. ELIMINATION OF THE TURN POCKETS WILL BE CONSIDERED ON A CASE BY CASE BASIS AS PROPOSED IN THE CONTRACTOR'S TRAFFIC CONTROL PLAN. AT LEAST ONE (1) FLAGGER SHALL BE PROVIDED AT ALL ACTIVE DRIVEWAYS AND OPEN SIDE STREETS DURING WORK HOURS. MINIMUM LANE WIDTHS SHALL BE 11' WITH 2' SHOULDERS. THE PROJECT CONSTRUCTION ZONE MAY BE SPLIT BETWEEN NORTH AND SOUTH PHASES OF ROUGHLY EQUAL LENGTHS. 3. THE CONTRACTOR SHALL ASSUME ALL WORK SHALL BE BEHIND TEMPORARY CONCRETE BARRIERS, UNLESS OTHERWISE APPROVED IN THE TRAFFIC CONTROL PLANS. THE EXCEPTION IS FOR MEDIAN INSTALLATION, WHERE TEMPORARY TRAFFIC BARRELS MAY BE APPROVED FOR SEPARATION FROM TRAVEL LANES, SUBJECT TO APPROVAL OF THE TRAFFIC CONTROL PLANS. 4. ALL OPEN EXCAVATIONS / DROP—OFFS MUST BE PROTECTED IN ACCORDANCE WITH WSOOT 1-07.23(1), WITH THE ADDED PROVISION THAT ANY STEEL PLATE LOCATED WITHIN THE TRAVEL LANES HAVE A NON SKID SURFACE. 5. MAINTAIN VEHICULAR AND PEDESTRIAN ACCESS TO ALL PARKING AREAS AND SIDE STREETS IN THE PROJECT AREA. DURING BUSINESS HOURS, DRIVEWAYS MAY BE BLOCKED ONLY IF ALTERNATE ACCESS IS PROVIDED AND WELL SIGNED. THE CONTRACTOR SHALL REQUEST CLOSURE OF DRIVEWAYS A MINIMUM OF 72 HOURS IN ADVANCE AND PROVIDE DETAILS OF SIGNAGE AND ALTERNATE ACCESS. 6. THE CONTRACTOR SHALL STAGE CONSTRUCTION IN A MANNER THAT MAINTAINS EXISTING ILLUMINATION LEVELS ON THE ROADWAY FOR THE DURATION OF CONSTRUCTION. THIS MAY BE ACCOMPLISHED THROUGH PRESERVATION OF EXISTING LUMINAIRES, INSTALLATION OF TEMPORARY LUMINAIRES, OR OPERATION OF PORTIONS OF THE ILLUMINATION SYSTEM. COORDINATE CONTINUED SERVICE TO ILLUMINATION SYSTEMS WITH PUGET SOUND ENERGY. NOTE: THE EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AND CONDUIT AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT AREA. ANY PAVEMENT REMOVAL ON EITHER SHOULDER OF THE ROADWAY WILL DAMAGE THE LIGHTING SYSTEM. THE CONTRACTOR SHOULD BE PREPARED TO REPLACE THE LIGHTING COMPONENTS FOLLOWING ANY PAVEMENT SAWCUTTING WITHIN 5' OF THE EXISTING EDGE OF PAVEMENT. 7. THE CONTRACTOR SHALL ACCOMMODATE THIRD PARTY UTILITY WORK AS DETAILED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL PROVIDE 15 DAYS WRITTEN NOTICE OF PENDING CONFLICT WITH EXISTING UTILITIES TO ALLOW THE RESPECTIVE UTILITY TO SCHEDULE CREWS FOR REMOVAL OR RELOCATION. FOR UTILITY RELOCATION REQUIRING CUT OVER OF EXISTING SERVICES A 30 DAY WORK WINDOW WILL BE PROVIDED TO EACH UTILITY, INCLUDING 15 DAYS TO INSTALL AND ENERGIZE NEW WIRES, PIPELINES OR OTHER NECESSARY INFRASTRUCTURE AND 15 DAYS TO COMPLETE TRANSFER OF EXISTING SERVICES TO THE NEW SYSTEM AND TO REMOVE THE OBSOLETE UTILITIES. WHEN MULTIPLE UTILITIES ARE PRESENT ON THE SAME RUN THE WORK WINDOWS MAY OVERLAP WHERE PRACTICAL TO ALLOW THE SHORTEST RELOCATION SCHEDULE FOR ALL UTILITIES PRESENT. MINOR UTILITY ADJUSTMENTS WHICH DO NOT REQUIRE CUT OVER OF EXISTING SERVICES TO NEW INFRASTRUCTURE WILL BE GIVEN A 7 DAY WORK WINDOW TO ADJUST UTILITIES TO AVOID CONFLICT. IN EITHER CASE THE WORK WINDOW WALL START WHEN UTILITY CREWS HAVE FULL AND UNRESTRICTED ACCESS TO THE RELOCATION ZONE AND ANY APPLICABLE INFRASTRUCTURE INCLUDED IN THE CONTRACT WHICH IS REQUIRED TO FACILITATE THE RELOCATION IS IN PLACE. B. THE CONTRACTOR IS ADVISED THAT EXISTING THIRD PARTY UTILITIES MAY CONFLICT WITH THE PROPOSED STORM DRAINAGE AND WATER SYSTEMS AND/OR OTHER ROADWAY IMPROVEMENTS. SEE APPENDIX I OF THE SPECIFICATIONS FOR EXISTING POTHOLE DATA AND APPENDIX J OF. THE SPECIFICATIONS FOR MORE INFORMATION ON POTENTIAL CONFLICTS. ITEMS TO BE RELOCATED BY OTHERS, REMOVED BY OTHERS, OR ABANDONED BY OTHERS MAY BE DEPENDENT ON THE COMPLETION OF POLE RELOCATIONS OR OTHER SYSTEM WIDE MODIFICATION CONSTRAINTS. THE PROGRESS SCHEDULE SHALL REFLECT ADEQUATE TIME FOR THE THIRD PARTY UTILITIES TO COMPLETE THIS WORK, WHICH MAY PRECLUDE OTHER ITEMS OF WORK FROM BEING PERFORMED. THE CONTRACTOR REMAINS THE PRIMARY RESPONSIBLE PARTY FOR COORDINATING AND SCHEDULING THE THIRD PARTY UTILITY WORK SUBJECT TO THE FRANCHISE AGREEMENT OR OTHER AUTHORITY OF THE CONTRACTING AGENCY. 9. COORDINATE WITH METRO TO PROVIDE TEMPORARY BUS STOP LOCATIONS. PROVIDE NECESSARY MATERIALS TO PROVIDE SAFE BUS AND PEDESTRIAN OPERATIONS. METRO WILL REMOVE BUS STOP SIGNS AND PROVIDE TEMPORARY SIGNS. 10. COORDINATE HYDRANT RELOCATIONS AND PROVIDE ACCESS TO ACTIVE HYDRANTS AT ALL TIMES. NOTIFY THE CITY FIRE DEPARTMENT OF ALL STREET CLOSURES AND TRAFFIC ALTERATIONS AT LEAST FIVE (5) DAYS IN ADVANCE. COORDINATE WITH THE CITY WATER DEPARTMENT AND/OR PRIVATE DEVELOPMENT IF APPLICABLE FOR ALL WORK AFFECTING HYDRANTS AND WATER SERVICE. 11. THE CONTRACTOR SHALL PROVIDE, OPERATE AND MAINTAIN TWO PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS'S), ONE NORTHBOUND AND ONE SOUTHBOUND. THE SIGNS SHALL BE ON SITE AND OPERATIONAL AT LEAST ONE WEEK BEFORE AND THREE WORKING DAYS AFTER EACH MAJOR SHIFT IN TRAFFIC CONTROL. STAGE 1 - EAST SIDE WEST INTERURBAN AVE S Y EAST e ZONE EE NOTE 3 INSTALL CURB k GUTTER, SIDEWALK, PLANTER TEMPORARY CONCRETE AND ILLUMINATION BARRIER, TYP. TEMPORARY LANE DELINEATOR, TYP. PROTECT EXISTING AERIAL UTILITIES INSTALL DRAINAGE STAGE4lAbONSTRUCTION ZONE - EAST SIDE NORTH OF -STA 19+00 y + -NTS _ WEST 26 SEE PROTECT EXISTING AERIAL UTILITIES Sl NTS INTERURBAN AVE S EAST W II — WEST INTERURBAN AVE S PROPOSED ROADWAY INSTALL CURB &GUTTER, \ I �I n `° TE SIDEWALK, PLANTER OR �� SEE NOTE 3 SEE NOTE 2 BARRIER, AND ILLUMINATION INSTALL DRAINAGE SOLDIER PILE INSTALL CURB & GUTTER, SIDEWALK, WALL CONSTRUCTION PLANTER OR BARRIER, CONTAINMENT WHERE SHOWN ON PLANS WALL WHERE SHOWN ON PLANS, ILLUMINATION, WATER AND REMAINING DRAINAGE UTILITIES STAGE 1B CONSTRUCTION ZONE - EAST SIDE SOUTH OF —STA 19+00 NTS Q1 (ADD#l) NOTE WORDING REVISED AND SKETCHES FOR CONSTRUCTION ZONES ADDED TO SHEET (ADD#2) ADD NOTE 11 STAGE 3 - CENTER WEST INTERURBAN AVE S Don°ncrn onenwev EAST 0 STAGE 213 CONSTRUCTION ZONE - WEST SIDE SOUTH OF -STA 21+50 NTS ROVIEWE E FOR C0MPLA70C NEC EASTN�P �tA2'7 2�15 13' MIN WORK ZONE 13, MIN SEE NOTE 2 SEE NOTE 3 SEE NOTE 2 INSTALL CENTER MEDIA WHERE SHOWN IN PLAN TEMPORARY TRAFFIC _ BARREL, TYP. STAGE 3 CONSTRUCTION ZONE - CENTER MEDIANS NTS RECEIVED f OF TUK.WILA JAN 2 0 2015 IT CENTER w�SON i. 09 .s Ao RF33 70 F��ONAL be ` 4-14-2014 it 3 IL M } F v 4�Jq,,NI Lq �9 PUBLIC WORKS DEPT_ *ENGINEERING ° s 1908 ' by date K. �G Avenue 7539tt,WA9810 2acoma,WA002 1412 Seattle, WA 96109 Tacoma, WA 98402 (206)286-1640 (253)627-0720 www.kpg.com BID DOCUMENT FEDERAL AID PROJECT NO: STPUL-1045/007&TIBPROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUES 2 3 14 ADDENDUM #1 M file no 0436DET01.dwg designed NA 2/;; checked NA 2/14 CONSTRUCTION STAGING ro'en NJD 2/14 roidir scale wA field bk no no date revisions date 02/2014 LEGEND EXISTING lw DESCRIPTION C4� ROADWAY LUMINAIRE SIGNAL POLE WITH MAST ARM AND LUMINAIRE RRFB ASSEMBLY {)F SITE FLOOD LIGHT cv ® Im ELECTRICAL SERVICE CABINET 34 ® TRAFFIC SIGNAL CONTROLLER CABINET ® Z EO B O DI JUNCTION BOX TYPE 1, 2, 8 � FOR THE DURATION OF THE PROJECT, INSTALL TEMPORARY CONDUIT VIDEO VEHICLE DETECTION 0 WIRE NOTE CAMERA SYSTEM TO MONITOR THE SOUTHBOUND APPROACH CONSTRUCTION NOTE UNDER THE DIRECTION OF O WSDOT TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE AND PER SPECIAL PROVISIONS - GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE NTH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. B. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL 12. FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS do CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. WIRE NOTES SIZE CONDUCTORS COMMENTS 1 2" 1 SPARE FOR FUTURE FIBER OPTIC/ILLUM HARING 2 2' 2-#6 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" EMPTY, ADD DETECTABLE PULL TAPE 5 2' 2-j4 (ILL) 6 EX 4" 2-14 (ILL), 2-#6 (ILL) REMOVE EX UNUSED WIRING 7 3' 4+(14 4-F (14 3-112 (PC), 2-I2 (RfB * 8 2" 3-12/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4' 2-,#4 (ILL), 2-#6 (ILL) 10 4" SPARE, ADD DETECTABLE PULL TAPE 11 2' 2-0 L), 3-112 (PC), 2-F2 (WB CIRL) 12 2' 2-16 (IRR) 13 2' 2- 2 NB CTRL 1-4C RRFB ,1-8C PPB 14 2' 1-4C (RRFB), 1-8C (PPB) 15 2' 2-112 (RRFB CTRL) 16 EX 4" EMPTY, ADD DETECTABLE PULL TAPE NU I LJ: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS 'CITY OF TUKWILA" AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS USE RIGID PVC SCH 80. SD -- — — — — — -_ — _ RAIL _ INTERURBAN AVE 175' -_.--- 8 � — FO p FO p 8 FO P — FO V iJB So SD RECEIVED CITY OF TUKWILA JAN202015 PERMIT CENTER 0 5 10 20 40 60 SCALE IN FEET °KWr`q PUBLIC WORKS l�EPT_ 9 � 5 z * ENGINEERING *STREETS *WATER* SEWER *BUILDING a a s d 1908 IF_ �c field bk no date �A --- --�--3 .-- ... - ------ - 14 1 2 3 -- - — S —. -' S _ S- S —1 P p 0 LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'St", LOCATED PER PANEL SCHEDULE SHEET 74) P — 'voF y�z ,aiB P �-- P .. ,:::::a:::::: . . . : 8 : . . : : : . : 8 : . . . . . : : 8 : : : S T16 ww 1 0 o s 8 8 n r7 S . (!l W z a OR �f N E WIT � IVEC JAN 2 7 015 LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT COMMENTS 1 INTERURBAN AVE S, STA 11+63 55.9' R COBRA 120 LED, 210% TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS-20 I REAKAW61 ty Otl UM 2 INTERURBAN AVE S, STA 12+27 50.5' L COBRA 120 LED, 21OW, TYPE 3, 530mA 12' 35' SPREAD, PER MODIFIED COT STD STET RS-25 3 INTERURBAN AVE S, STA 13+64 33.5' L COBRA 120 LED, 21OW, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 2 CONSTRUCTION NOTES O CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWLA STD SHEET RS-20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. OREMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. O3 REMOVE EXISTING UNUSED WIRING BETWEEN THE POLE AND WSDOT MAINTAINED ELECTRICAL SERVICE CABINET LOCATED AT SE CORNER OF INTERURBAN AVENUE S AND FORT DENT WAY (COORDINATE WORK WITH WSDOT TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE) AND CAP AND ABANDON EXISTING UNUSED CONDUIT. INSTALL NEW WIRING AND CONDUIT, AS SHOWN ON THIS PLAN, TO CONNECT LUMINAIRE TO NEW ELECTRICAL SERVICE CABINET (SEE ILLUMINATION SHEET 74 FOR SERVICE CABINET "S1" PANEL SCHEDULE). O4 EXISTING SIGNAL POLE MOUNTED LUMINAIRE TO REMAIN. O5 INSTALL TYPE 3 VEHICLE INDUCTION LOOP PER WSDOT STD PLANS J-50.12 AND J-50.15. SPLICE -IN NEW TWISTED PAIR LOOP WIRING TO EXISTING 2CS CABLE SERVICING EXISTING RIGHT TURN VEHICLE MOVEMENT. COORDINATE WORK WITH WSDOT TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE PRIOR TO LOOP REMOVAL O6 REMOVE EXISTING VEHICLE INDUCTION LOOP WIRING TO JUNCTION BOX SPLICE AND INSTALL TYPE 3 VEHICLE INDUCTION LOOP PER WSDOT STD PLANS J-50.12 AND J-50.15. SPLICE -IN NEW TWISTED PAIR LOOP WIRING TO EXISTING 2CS CABLES. COORDINATE WORK WITH WSDOT TRAFFIC MAINTENANCE DEPARTMENT REPRESENTATIVE. KPG 753 9th Avenue N 2502JeDersonAvenue BID Seattle, WA98109 Tacm,WA96402 DOCUMENT (206) 28fi-1640 (253) 627-0720 wwwj(N om 0 REMOVE EXISTING VEHICLE INDUCTION LOOP WIRING TO JUNCTION BOX SPLICE. 8O DISCONNECT EXISTING LOOP WIRING SPLICE AND SPLICE NEW TWISTED PAIR VEHICLE DETECTION LOOP WIRING TO EXISTING LEAD-IN CABLES IN THE PRESENCE OF THE ENGINEER. 99 EXISTING FLASHING BEACON, POLE AND SIGN TO REMAIN. PROTECT EXISTING WIRING DURING CONSTRUCTION. 10 EXTEND EXISTING STUB -OUT PER WSDOT STD PLAN J-50.15 TO NEW CURB LOCATION. 11 ADJUST EXISTING JUNCTION BOX TO MATCH NEW GRADE. 12 INTERCEPT EXISTING CONDUIT AND INSTALL TYPE 2 JUNCTION BOX. CAP AND ABANDON EXISTING UNUSED CONDUIT EXTENDING NORTH OF THE JUNCTION BOX LOCATION. 13 LOCATE, EXCAVATE, INTERCEPT AND DAYLIGHT EXISTING 2-4" CONDUITS (ENGINEER TO CONFIRM CORRECT CONDUITS, ALL EXPLORATION FOR EXISTING 2-4" CONDUITS SHALL BE PERFORMED BY THE CONTRACTOR, EXISTING BURIED DEPTH IS APPROXIMATELY 5 FEET, ENCASED IN CDF). FURNISH AND INSTALL 4X4 PULL VAULT (GROUT WHEN COMPLETED). PULL VAULT SHALL BE UTILITY VAULT CO 444-LA (OR APPROVED EQUAL) WITH TRAFFIC BEARING COVER (COVER SHALL MATCH THE GRADE AND SHALL BE MARKED "FIBER OPTIC"). CONDUIT SWEEPS SHALL HAVE MIN 5' RADIUS (ADD DETECTABLE PULL TAPE). 14 LUMINAIRE FOUNDATION SHALL BE LOCATED OUTSIDE OF SIDEWALK AS SHOWN ON THE PLANS. 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. 34 APPROXIMATE LOCATION OF EXISTING CABLE VAULT. INSTALL DETECTABLE PULL TAPE IN EXISTING SPARE CONDUITS THROUGHOUT THE LENGTH OF THE PROJECT AS SHOWN IN THESE PLANS AND WIRE NOTES. FEDERAL AID PROJECT N0: STPU L- 104 5/007 & TIB PROJECT N0: 8-1-116(010)-1 INTERURBAN AVENUE S ILLUMINATION PLAN STA 10+00 TO STA 14+00 a )ION IL Do F v Pp y�3Y324F� ��W �S�OAAL 2-27-2014 scale AS SHOWN no I date I Tevisions I date 02/2014 LEGEND EXISTING NE-W 0--M -m: 120 CEI N INTERURBAN AVE S — -�-- — / O wp P FO c0 — ..... ° 16 2 17 \ off e:e..:::::e G 116 35 W ° 15 FO—C1---__CFO Br::::::e:...:::9::::: g r: ss :::ree::::: F� Bg•r Fo O s g FG s s B t; gg •: 29 r s•: .•: •; •rr r•r r r rA O B B ss' = °° B ds ' : g 9 ° S 5 —�_ p S S ;; r• H rrrr8: a#_ :Bt``` 15 P :B, r; O rn S J ��. 16 rti DESCRIPTION - t't; w e a \ ROADWAY LUMINAIRE WATER 10. 2005 SIGNAL POLE WITH MAST ARM AND LUMINAIRE D 1 IAN. RRFB ASSEMBLY SITE FLOOD LIGHT ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL CONTROLLER CABINET 6 O 0 JUNCTION BOX TYPE 1, 2, 8 CONDUIT 0 MARE NOTE O CONSTRUCTION NOTE WIRE NOTES CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE FOR FUTURE FIBER OPTIC/ILLUM WIRING 2 2' 2-16 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" EMPTY, ADD DETECTABLE PULL TAPE 5 2' 2-14 (ILL) 6 EX 4" 2-#4 (ILL), 2-#6 (ILL) REMOVE EX UNUSED HARING 7 3' 4'#1(La 4-p (143W (Fq 42 (RfB CR) 8 2' 3-#2/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4' 2-14 (ILL), 2-#6 (ILL) 10 4' SPARE, ADD DETECTABLE PULL TAPE 11 2' 2-0 (IL), 3-#12 (PC), 2-#12 (RRFB M 12 2' 2-#6 (IRR) 13 2' 2- 2 RRFB CTRL,1-4C 1-8C PPB 14 1 2' 1-4C (RRFB), 1-8C (PPB) 15 1 2' 2-112 (RRFB CTRL) 16 1 EX 4" 1 EMPTY, ADD DETECTABLE PULL TAPE NO I L5: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN 18 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS 'CITY OF TUKWILA' AND SHALL CONTAIN DETECTABLE PULL TAPE 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS USE RIGID PVC SCH 80. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'S1", LOCATED PER PANEL SCHEDULE SHEET 74) LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 4 INTERURBAN AVE S, STA 14+73 38.0' R COBRA 120 LED, 21OW, TYPE 3, 53OmA 12' 35' WALL, PER SHEETS S1-S4 FIXED 1 5 INTERURBAN AVE S, STA 16+11 38.0' R COBRA 120 LED, 21OW, TYPE 3, 53OmA 12' 35' WALL, PER SHEETS S1-S4 FIXED 1 6 INTERURBAN AVE S, STA 17+41 28,5' L COBRA 120 LED, 21OW, TYPE 2, 530mA 10' 35' SPREAD, PER MODIFIED COT STD SHEET RS-25 BREAKAWAY 2 7 INTERURBAN AVE S, STA 18+88 38.8' R COBRA 120 LED, 21OW, TYPE 2, 53OmA 1 12' 1 35' 1 STANDARD, PER COT STD 94EET RS-20 BREAKAWAY 1 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE MATH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES,+ THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 1 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL EXISTING ILLUMINATION S TEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL 12. FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS do CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A F THE SPECIAL PROVISIONS. V1908*ENGINEERING*STREETS*WATER*SEWER*BUILDING* by I date IKPG'G 753 91h Avenue N 2502 JeOelson Avenue Seattle, WA 98109 Tacoma, WA 9M (206) 286-1640 (253) 627-0720 www.kN.com desiRned Jc 2/14 drawn JHL 2/14 Checked JC 2/14 Pro en NJ D 2/14 ro' dir field bk no CONSTRUCTION NOTES O1 CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS-20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. 0 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 15 REMOVE EXISTING JUNCTION BOX AND EXISTING WIRING TO SOURCE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK SEE LUMINAIRE FOUNDATION DETAILS SHEET 74. 16 B LU E , 29 INSTALL ROADWAY LUMINAIRE POLE ON TOP OF WALL PER SOLDIER PILE WALL PLANS AND DETAILS, SHEETS S1 - S4. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET R5-?A,QMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. �,Etlk, IIS LUMINAIRE IS ��,�CE LUMINAIRE POLE EFYNECESSARY.TO BE WITHIN CLEARANCE LIMIT OF EXISTING OVERHEAD WIRES. COORDINATE WITH UTILITY FOR OUTAGE �w fWo'��(ADD#1) A DED RECEIVED 'tl NN NOTE 35 CITY OF TUKWILA J ♦�•'CIGAH Ik JAN 2 0 2015 �f-,�u111a PERMIT CENTER _11V r.�V1S�4 BID DOCUMENT `PFF eFn112-1Eo Syy�NAI, £�'G 0 5 10 20 40 60 SCALE IN FEET 3-21-2014 INTERURBAN AVENUE S ILLUMINATION PLAN STA 14+00 TO STA 19+00 Q } F 66 IE fileno 0436ILL02 no I date I revisions I I &W 02/2014 V1 INTERURBAN AVE S OH —.-------- OH OH — -- OH ON FO 20 35 "16 1 ' C1 : a : 2. a s s� --_ LEGEND EXISTING ffy DESCRIPTION C 9--M ROADWAY LUMINAIRE _ SIGNAL POLE WITH MAST ARM AND LUMINAIRE RRFB ASSEMBLY i SITE FLOOD LIGHT ® ® ELECTRICAL SERVICE CABINET ® TRAFFIC SIGNAL CONTROLLER CABINET ® 1z m 19001 JUNCTION BOX TYPE 1, 2, 8 CONDUIT Q WIRE NOTE O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL 12. FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS k CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. WIRE NOTES 3 � SD \ \ OH OH W. �O R/W LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S1% LOCATED PER PANEL SCHEDULE SHEET 74) O�® 11, Im SD i SD R/W LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT IFCOMMENTS 8 INTERURBAN AVE S, STA 20+26 28,2' L COBRA 120 LED, 21OW, TYPE 3, 53OmA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 2 9 INTERURBAN AVE S, STA 21+63 44.5' R COBRA 120 LED, 21OW, TYPE 3, 530mA 8' 35' SPREAD, PER MODIRED COT STD SHEET RS-25 BREAKAWAY 1 10 INTERURBAN AVE S, STA 22+77 27.5' L COBRA 120 LED, 21OW, TYPE 3, 53OmA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 2 11 INTERURBAN AVE S, STA 23+65 48.5' R COBRA 120 LED, 21OW, TYPE 2, 530mA 1 12' 1 35' 1 SPREAD, PER MODIRED COT STD SHEETRS-25 BREAKAWAY 1 1 11 CONDUIT SIZE CONDUCTORS COMMENTS 1 2" SPARE FOR FUTURE FIBER OPTIC/ILLUM PARING 2 2' 2-#6 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" EMPTY, ADD DETECTABLE PULL TAPE 5 2' 2-#4 (ILL) 6 EX 4" 2 - ILL 2- ILL II4 (ILL), II6 (ILL) REMOVE EX UNUSED WIRING 7 3' �# (11.4 4-J6 (4 3-F2 K 2-f2 (M CR) 8 2' 3-#2/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4' 2- ILL2- ILL 10 4' SPARE, ADD DETECTABLE PULL TAPE 11 2' 2-#4 (LL), 3-#12 (PC), 2-02 (RRFB CTRL) 12 2' 2-#6 (IRR) 13 2' (RRFB), 1-8C PPB 14 2' 1-4C (RRFB), 1-8C (PPB) 15 2' 2-#12 (RRFB CTRL) 16 EX 4" EMPTY, ADD DETECTABLE PULL TAPE NV ItS: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN 18 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS "CITY OF TUKWILA" AND SHALL CONTAIN DETECTABLE PULL TAPE 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS USE RIGID PVC SCH 80. CONSTRUCTION NOTES 0 CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS-20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. 0 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. A A X - ' CONDUITS (ENGINEER T CONFIRM CORRECT CONDUITS ALL EXPLORATION FOR LOCATE EXCAVATE INTERCEPT AND DAYLIGHT EXISTING 2 4 C D EE O 13 ( O - PERFORMED Y THE CONTRACTOR EXISTING BURIED DEPTH IS APPROXIMATELY 5 FEET ENCASED IN CDF . EXISTING 2 4" CONDUITS SHALL BE PERFO ED B E ) FURNISH AND INSTALL 4X4 PULL VAULT (GROUT WHEN COMPLETED). PULL VAULT SHALL BE UTILITY VAULT CO 444-LA (OR APPROVED EQUAL) WITH TRAFFIC BEARING COVER (COVER SHALL MATCH THE GRADE AND SHALL BE MARKED "FIBER OPTIC"). CONDUIT SWEEPS SHALL HAVE MIN 5' RADIUS (ADD DETECTABLE PULL TAPE). 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS VONED FOP" ` Y 35 ot RPLACEMENT OF THIS LU INAIRE IS EQUIRED TO PLACE LUMINAIRE POLE,FYTO BE NECESSARYiIN CLEARANCE LIMIT OF EXISTING OVERHEAD WIRES. COORDIy� T�tl�Y GvvB0 y (ADD#1) ADDED NFPA70 NOTE 35 RECEIVED CITY OF TUKWILA JAN 2 0 2015 PERMIT CENTER 0 5 10 20 40- SCALE IN FEET JAN 41 ?_115 C1GgNr �f- eSD 3-21-2014 u Do F v by I date FEDERALAID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 1 3 1 ADDENDUM #1 �JKWI Lq �9 67 PUBLIC WORKS DEPT_ KPG desi ed JC 2/14 BAD INTERURBAN AVENUE S 107 c ► i drawn JHL 2/14 Z *ENGINEERING*STREETS*WATER*SEWER*BUILDING* checked JC 2/14 7539thAvenueN 2502Je0ersonAvenue o� ro ea NJD 2/14 Seaflla,WA98109 Tac(ma,WA98402 DOCUMENTPLANfile no 04361LL03 y (206) 286-1640 (253) 627-0720 ILLUMINATION 1908 ro' dir www.ipg.com scale AS SHON I',— fieldbkno STA 19+00 TO STA 24+00 no date revisions date 02/2014 LEGEND EXISTING NEW &_11:� (3—;" �>� F_ Ld L., N O O d N H N W Z J S H Q DESCRIPTION ROADWAY LUMINAIRE SIGNAL POLE WITH MAST ARM AND LUMINAIRE f" RRFB ASSEMBLY {k SITE FLOOD LIGHT 12�1 Cm ELECTRICAL SERVICE CABINET ® TRAFFIC SIGNAL CONTROLLER CABINET E E ID 9 0 01 JUNCTION BOX TYPE 1, 2, 8 — - - CONDUIT 0 WIRE NOTE O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL 12 FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS k CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. C" w w N O O 0) N H (N L,J Z J 2 H Q LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'S1', LOCATED PER PANEL SCHEDULE SHEET 74) LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 12 INTERURBAN AVE S, STA 24+68 48,5' R COBRA 120 LED, 21OW, TYPE 2, 530mA 12' 35' SPREAD, PER MODIFIED COT STD SHEET RS-25 BREAKAWAY 1 13 INTERURBAN AVE S. STA 25+46 27,5' L COBRA 120 LED, 21OW, TYPE 3, 530mA 14' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 2 14 INTERURBAN AVE S, STA 26+90 27.5' L COBRA 120 LED, 21OW, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 2 15 INTERURBAN AVE S, STA 28+22 48.5 R COBRA 120 LED, 21OW, TYPE 3, 530mA 12' 35' SPREAD, PER MODIFIED COT STD 94EET RS-25 BREAKAWAY 1 16 INTERURBAN AVE S, STA 28+60 27.5' L COBRA 120 LED, 21OW, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 2 WIRE NOTES CONDUCTORS COMMENTS 1 2' SPARE FOR FUTURE FIBER OPTIC/ILLUM WIRING 2 2' 2-06 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" EMPTY, ADD DETECTABLE PULL TAPE 5 22-#4 (ILL) 6 EX 4" 2-#4 (ILL), 2-/6 (ILL) REMOVE EX UNUSED WIRING 7 3' 4-# 04 +-F (La 3-F2 (PC) 2-#2 OR CH) 8 2' 3-12/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4' 2-#4 (ILL), 2-/6 (ILL) 10 4' SPARE, ADD DETECTABLE PULL TAPE 11 2' 2-14 (IL), 3-f2 (PCB 2-f2 (WB CTRL) 12 1 2' 2-/6 (IRR) 13 2' 242 RRFB CTRL, 1-4C RRFB, I-8C PPB 14 2' 1-4C (RRFB), 1-8C (PPB) 15 2' 2-#12 (RRFB CTRL) 16 EX 4" 1 JEMPTY, ADD DETECTABLE PULL TAPE 11... ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS 'CITY OF TUKWILA' AND SHALL CONTAIN DETECTABLE PULL TAPE 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS USE RIGID PVC SCH 80. CONSTRUCTION NOTES Oi CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS-20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. 17 PROTECT EXISTING PRIVATE LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED WIRING/EQUIPMENT. 35 PLACEMENT OF THIS LUMINAIRE IS LIKELY TO BE WITHIN CLEARANCE LIMIT OF EXISTING OVERHEAD WIRES. COORDINATE WITH UTILITY FOR OUTAGE REQUIRED TO PLACE LUMINAIRE POLE, IF NECESSARY. RECEIVED (ADD#1) ADDED CITY OF TUKWILA NOTE 35 V1EWEa xR N JAN 2 p 2015 OMli-% 1C NEC PERMIT CENTER G NFpp70 AN 21 2015 0 5 10 20 40 SCALE IN FEET l'F ® ?o 2 RFr9rrvxF° 60 �sS�oNAL �2 3 21 2014 of F u 0 } F v �JµWi Lq ly9 4 _ PUBLIC' WORKS DEPT_ *ENGINEERING *STREETS *WATER*SEWER*BUILDING* s �o 1908 ' by date KpG 15391hAvegal0 2502Je0esonAvenue Seallle,WA98109 Tacoma, WA9W (206)286-1640 (253)621-0120 `"""'•C0m JECT NO. STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 rz, _ R BA N AVENUES p 1 3 14 ADDENDUM 1 08 fdeno 04361LL04.dwg designed JC 2/14 DID U U DOCUME V drams JCL 2/14 checked JC 2/14 to en NJD 2/14 !�, ILLUMINATION PLAN STA 24+00 TO STA 29+00 10 scale AS SHOWN date 02/2014 5eldbkno no date revisions WIRE NOTES CONDUIT CONDUCTORS COMMENTS 1 2" PARE FOR FUTURE FIBER OPTIC/ILLUM WIRING 2 2' 2-16 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" EMPTY, ADD DETECTABLE PULL TAPE 5 2' 2-14 (ILL) 6 EX 4" 2-14 (ILL), 2-#6 (ILL) REMOVE EX UNUSED WIRING 7 3' 4-P (14 +f(4 3-P2 (F4 2-F2 (FRFEI 8 2' 3-12/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4' 2-14 (ILL), 2-16 (ILL) 10 4' PARE, ADD DETECTABLE PULL TAPE 11 2' 2-/4 (ML), 3-/12 (PCB 2-f2 (RRFB CR+L) 12 2' 2-#6 (IRR) 13 2' 2- 2 RRFB CTRL),1-4C (NII). 1-8C PPII 14 2' 1-4C (RRFB), 1-8C (PPB) 15 2' 2-#12 (RRFB CTRL) 16 EX 4" EMPTY, ADD DETECTABLE PULL TAPE NOTE: 1. FOR LEGEND AND GENERAL NOTES SEE ILLUMINATION SHEET 68. 18�Y /CID A NOTES Z 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE CO MARKED AS 'CITY OF TUKWILA' AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS / 31 USE RIGID PVC SCH 80. g d e s I' cw jlj / e PLANTE/IA 1 / STAND GRAVEL PI 5 FO i' FO FO P 'Lf L°� o� 6 30 a 19 2D w R = Ste— S H Q P 0 5 10 20 40 60 ® �IP P SCALE IN FEET LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET "S1", LOCATED PER PANEL SCHEDULE SHEET 74) II J e oNOTE 35 LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 17 INTERURBAN AVE S. STA 29+45 48.4' L COBRA 120 LED, 21OW, TYPE 2, 53OmA 12' 35' SPREAD, PER MODIFIED COT STD 91EET RS-25 BREAKAWAY 2 18 INTERURBAN AVE S. STA 30+01 48.5' R COBRA 120 LED, 21OW, TYPE 2, 53OmA 12' 35' SPREAD, PER MODIFIED COT STD SHEET RS-25 BREAKAWAY 5 19 INTERURBAN AVE S, STA 31+10 27.6' L COBRA 120 LED, 21OW, TYPE 2, 530mA 12' 35 SPREAD, PER MODIFIED COT STD SHEET RS-25 BREAKAWAY 6 INSTALL PHOTOCELL 20 INTERURBAN AVE S, STA 31+37 48.5' R COBRA 120 LED, 21OW, TYPE 2, 530mA 12' 35' STANDARD, PER COT STD STET RS-20 BREAKAWAY 5 21 INTERURBAN AVE S. STA 32+33 48.5' R COBRA 120 LID, 21OW, TYPE 2, 530mA 12' 35' STNDAW PER COT STD SHEET RS-20 BREAKAWAY 5 22 INTERURBAN AVE S. STA 33+50 t 27.5' L COBRA 120 LID, 21OW, TYPE 3, 530mA 12' 35' SPREAD, PER MODIFIED COT S D SHEET RS-25 BREAKAWAY 6 CONSTRUCTION NOTES O POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, NDA S SHEET, AND LUMINAIRE FOUNDATION H AND INSTALL OAY WMINAIRE TRUSS ARM, AND y p� 74. CITY NVIEWEV FOk OREMOVE OFIRE E SCHEDULE, THIS SHIET, AND DETAILSHEET74. SEWRING E PECALIATE RS-20, LUMINAIROLE, TUKWILA STD SHEETROVIDE EQUIPMENT ERATHEYEET EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON E)S R V PLIANCE WIY CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE ND LUMINAIRE PER SPECIA) P� GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. PA 7O ' �I�C 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. 18 EXISTING LUMINAIRE TO REMAIN. PROTECT EXISTING WIRING DURING CONSTRUCTION. JAN 2 7 2015 , 19 INSTALL FOUNDATION AND FURNISH AND INSTALL ELECTRICAL SERVICE CABINET WITH ALL ASSOCIATED EQUIPMENT, WIRING AND I ONDUIT. FOR FOUNDATION, CABINET DETAILS, BREAKER CONFIGURATION AND CABINET LOCATION SEE PANEL SCHEDULE, SHEET 74. SEE SPEC L PROVISIONS. 40 INTERCEPT EXISTING ROADWAY CROSSING CONDUIT AND INSTALL NEW JUNCTION BOX. INSTALL ADDITIONAL CONDUIT AND AND NE SHOWN ON THIS PLAN. REMOVE EXISTING JUNCTION BOX AND UNUSED ILLUMINATION WIRING. CAP AND ABANDON EXISTING UN SHOWNIN 9 '^•' SED CO it of�TukwHE 0 EXTEND EXISTING ROADWAY CONDUIT AS THIS PLAN. M STING JUNCTION ACKFILL AND COMPAGTWILDING S SHOWNOVE REMOVE ALL EXISTING AND NSTACROSSING SPECIAL PROVISION) LLO ADDITIONAL WIRINGN WIRE NOTESBDIVIF+. 22 REMOVE AND DISCARD EXISTING POLE MOUNTED ELECTRICAL SERVICE CABINET. REMOVE ALL ASSOCIATED CONDUIT/WIRING TO POWER SOURCE. 9REMOVE 9 EXISTING JUNCTION BOX AND EXISTING ILLUMINATION WIRING. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. CAP AND ABANDON EXISTING CONDUIT. 9REMOVAL 9 OF EXISTING LUMINAIRE AND POLE (PSE #SLAH9210) AND ASSOCIATED JUNCTION BOX/CONDUIT/WIRING SHALL BE DONE BY OTHERRECE9VED (COORDINATE WORK WITH PSE REPRESENTATIVE). REMOVE EXISTING POLE FOUNDATION. BACKFILL AND COMPACT PER SPECIAL PROP OF TUKWILA 25 REMOVE EXISTING ABANDONED EMPTY JUNCTION BOX. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 26 LOCATION OF POWER SOURCE FOR CAL SERVICE ISTING PSE UND ULT (TUT ),����A�, 20/240V TRANSFORMER). LOCATE EXSTIING PSE UNCTIONIBOX (IN XTHE VICINITY UOFETHE OVAULT) AAND NSTALLICONDUIT/WIRING FROM UNQ1g11� 2 U 2015 BOX TO NEW ELECTRICAL SERVICE CABINET. PROVIDE ENOUGH WIRING FOR PSE TO COMPLETE CONNECTION TO THE POWER SOURCE. 30 COORDINATE ALL WORK WITH PSE REPRESENTATIVE. C' LOCATION OF PROPOSED IRRIGATION CONTROLLER CABINET. FOR INSTALLATION DETAILS AND CONDUIT CONTINUATION SEE IRRIGATIOtNRERAAIT CENTER 31 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED UNUSED EQUIPMENT. REMOVE UNUSED EXISTING TIRING TO THE NEAREST LUMINAIRE SPLICE. CAP AND ABANDON EXISTING UNUSED CONDUIT. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS AND DELIVER TO OWNER. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. YLHIV ILIt INTERURBAN AVE S s (obandoned) s s s s =T u�1z s —�FIE Iro 1 33 RRFB-1— FO "6o Fo o P2 0 ' 2... 32...... 33 5. -•-- .......... ; .. w 35 16 1 �Fo N N IL ::................. . �3 161 �+ . 1 16 ... ...... • ..... ...... o o . 20 P p 21 p _ _ P _ P_ v~i .� .. _ _ — W z J 35 PLACEMENT OF THIS LUMI AIRE IS LIKELY TO BE WITHIN CLEARANCE UMIT OF EXISTING OVERHEAD WIRES. COORDINATE WITH UTILITY FOR OUTAGE REQUIRED TO PLACE LUMINAIRE POLE, IF NECESSARY. — _ v P CONSTRUCTION NOTES 32 CONSTRUCT ONE FOUNDATION, AND INSTALL ONE RRFB POLE AND BASE ASSEMBLY. INSTALL ONE RRFB ASSEMBLY PER RRFB SCHEDULE, THIS SHEET, AND SIGNALIZATION DETAILS, SHEET 75. INSTALL ONE RRFB APS STYLE PEDESTRIAN PUSH BUTTON, TWO BACK TO BACK RRFB LIGHT BARS, AND SIGNS. COORDINATE ORIENTATION OF RRFB APS STYLE PEDESTRIAN PUSH BUTTON WITH THE ENGINEER PRIOR TO INSTALLATION. SEE SPECIAL PROVISIONS. 33 CONSTRUCT ONE FOUNDATION, AND INSTALL ONE RRFB POLE AND BASE ASSEMBLY. INSTALL ONE RRFB ASSEMBLY PER RRFB SCHEDULE, THIS SHEET, AND SIGNAUZATION DETAILS, SHEET 75. INSTALL ONE RRFB APS STYLE PEDESTRIAN PUSH BUTTON, TWO BACK TO BACK RRFB LIGHT BARS, RRFB CONTROLLER CABINET (WITH AUDIBLE PUSH BUTTON CIRCUIT BOARD), AND SIGNS. COORDINATE ORIENTATION OF RRFB APS STYLE PEDESTRIAN PUSH BUTTON WITH THE ENGINEER PRIOR TO INSTALLATION. SEE SPECIAL PROVISIONS. RRFB SCHEDULE (ELECTRICAL SERVICE CABINET "S1', LOCATED PER PANEL SCHEDULE SHEET 74) RRFB # STATION OFFSET PEDESTRIAN VERIFICATION OF LIGHTS CURB MOUNTED FOUNDATION TYPE RRFB-1 INTERURBAN AVE S, STA 31+23 20.0' L ONE SIDED, FACE CROSSWALK 6 NO PER WSDOT STD DET J-21.10 RRFB-2 INTERURBAN AVE S, STA 31+18 10.1' R TWO SIDED 8 YES PER WSDOT STD DET J-20.11 RRFB-3 INTERURBAN AVE S, STA 31+22 41.0' R ONE SIDED, FACE CROSSWALK 6 NO PER WSDOT STD DET J-21.10 �pti1 Coif. 'Ao y� 12T24 ° �u a eSS1QNAL �G\ 3-21-2014 V by date FEDERAL AID PROJECT NO: STPUL-1045/007 &TIB PROJECT NO: 8-1-116(010)-1 1 3 1 ADDENDUM 1 �J,AWI Lq �Z9 PZTSLIC' WORKS ADEPT_ designed JHT 2/14 KpG 69 i drawn JHT 2/14 BID INTERURBAN AVENUE S Z *ENGINEERING *STREETS *WATER* SEWER *BUILDING* checked JC 2/ta 75391hAvenueN 2502Je8ersonAvenue 107 Seattle, WA 98109 Tacoma, WA 98402 o ro en NJD 2/14 DOCUMENT file no 0436ILL05 s � (2061286-1640 (zs3)s27-o72D ILLUMINATION PLAN ' 1908 ' ro' dir WNW.kpg.com scale AS SH01A field bkno SETA 29+00 TO SETA 34+00 no date revisions date 02/2014 LEGEND EXISTING (1F ®21Ell W W 0 v M Q H N W Z J U H Ill DESCRIPTION p--r ROADWAY LUMINAIRE SIGNAL POLE WITH MAST ARM AND LUMINAIRE RRFB ASSEMBLY SITE FLOOD LIGHT ® ELECTRICAL SERVICE CABINET TRAFFIC SIGNAL CONTROLLER CABINET 13 O 01 JUNCTION BOX TYPE 1, 2, 8 - - — CONDUIT 0 WIRE NOTE GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANOS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10, EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL 12. FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS & CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'S1', LOCATED PER PANEL SCHEDULE SHEET 74) LUMINAIRE III STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT 0 COMMENTS 23 INTERURBAN AVE S, STA 34+65 35.7' L COBRA 120 LED, 21OW, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 6 24 INTERURBAN AVE S, STA 35+49 48,5' R COBRA 120 LED, 21OW, TYPE 2, 530mA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 5 25 INTERURBAN AVE S, STA 36+63 27.5' L COBRA 120 LED, 21OW, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 6 26 INTERURBAN AVE S. STA 37+00 60.5' R COBRA 120 LED, 21OW, TYPE 3, 530mA 8' 35' SPREAD, PER MODIFIED COT STD SHEET RS-25 BREAKAWAY 5 27 INTERURBAN AVE S, STA 38+38 1 27.5' L I COBRA 120 LED, 21OW, TYPE 3, 530mA 1 12' 1 35' STANDARD, PER COT STD SHEET RS-20 I BREAKAWAY 1 6 WIRE NOTES CONDUCTORS COMMENTS 1 2' SPARE FOR FUTURE FIBER OPTIC/ILLUM WIRING 2 2' 2-A6 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" EMPTY, ADD DETECTABLE PULL TAPE 5 2' 2- 4 (ILL) A) 6 EX 4" 2-#4 (ILL), 2-16 (ILL) REMOVE EX UNUSED WIRING 7 3' 4-+4 (t. +f (La 3'02 (Pq 42 (M CR) 8 2' 3-#2/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4' 2-#4 (ILL), 2—j16 (ILL) 10 4' SPARE, ADD DETECTABLE PULL TAPE 11 2' 2-p (NL), 3-P2 (PCB 2-#12 (RIH CTRQ 12 2' 2-/6 (IRR) 13 2' mu(RRFB C1RL, 1-4C m, 1-8C PPB 14 2' 1-4C (RRFB), 1-8C (PPB) 15 2' 2-#12 (RRFB CTRL) 116 1 EX 4" 1 JEMPTY, ADD DETECTABLE PULL TAPE 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS 'CITY OF TUKWILA' AND SHALL CONTAIN DETECTABLE PULL TAPE. 2 ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS USE RIGID PVC SCH 80. CONSTRUCTION NOTES O1 CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS-20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. 2O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/`EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDTION 2 A BELOW P GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. PROPOSED 13 LOCATE, EXCAVATE, INTERCEPT AND DAYLIGHT EXISTING 2-4' CONDUITS (ENGINEER TO CONFIRM CORRECT CONDUITS, ALL EXPLORATION FOR EXISTING 2-4" CONDUITS SHALL BE PERFORMED BY THE CONTRACTOR, EXISTING BURIED DEPTH IS APPROXIMATELY 5 FEET, ENCASED IN CDF). FURNISH AND INSTALL 04 PULL VAULT (GROUT WHEN COMPLETED). PULL VAULT SHALL BE UTILITY VAULT CO 444-LA (OR APPROVED EQUAL) WITH TRAFFIC BEARING COVER (COVER SHALL MATCH THE GRADE AND SHALL BE MARKED "FIBER OPTIC"). CONDUIT SWEEPS SHALL HAVE MIN 5' RADIUS (ADD DETECTABLE PULL TAPE). 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. 35 PLACEMENT OF THIS IRE IS LIKELY TO BE WITHIN CLEARANCE LIMIT OF EXISTING OVERHEAD WIRES. COORDINATE WITH UTILITY FOR OUTAGE REQUIRED j,0 IRE POLE, IF NECESSARY. vgV je\ � . �E WglH �cgP%, o DDj11) ADDED NFpp TE 35 AND R SED NOTES FOR AN 2� 2015 L INAIRE 26 0 5 10 SCALE IN FEET60 Li W W P� CIGq,t,� '�o kF�y3�4q Q% 3-21-2014 of J F u 0 } F v J,hNNILq PUBLIC WORKS DEPT_ by date KPG ERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: S-1-116(010)-1 ukv RURBAN AVENUESS. 1 3/4ADDENDUM i 70 2/14 o mined JJC CL a I 1 _ 107 *ENGINEERING *STREETS *WATER*SEWER*BUILDING* 7291hkenueN 2502Je9elsonkewe Seattle, WA 96109 Tama, WA 9M fdeno 0a3sILLO6Awg checked JC 2/14 pro eng NJD 2/14 ;s (20612ss-leas (253)627-0720 PLAN prof dirILLUMINATION scale AS SHOWN a� ' 1908 wwwl�grAm STA 34+00 TO STA 44+00 o no date revisions date o2/2014 SD 1- // I►-- P — — H (D v- W SD LLj (/7 FO FO L` J' FO — 0 o. + S. S S Aft S M Q F N W Z J * INTERURBAN AVE S 0 \oy SD P " of — P4,,R/W P . LEGEND EXISTING DESCRIPTION Ci-- ROADWAY LUMINAIRE ' SIGNAL POLE WITH MAST ARM AND LUMINAIRE RRFB ASSEMBLY 9, SITE FLOOD LIGHT ® Can ELECTRICAL SERVICE CABINET ® TRAFFIC SIGNAL CONTROLLER CABINET N N ED 9 O DI JUNCTION BOX TYPE 1, 2, 8 CONDUIT 0 WIRE NOTE O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE (1-888-CALLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL 12. FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS & CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. FO FO 29 FO — FO Z P WIRE NOTES PIIV PIV SPo W — SD 5 'ice; — SD 9FO —� .." 42 Fn cv ... 1 1E. LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'S1 LOCATED PER PANEL SCHEDULE SHEET 74) I 04 u — — — — S w W w w o 0 fiff FO N Z_ HEVIkWEDFOR COt ANCE WITH A 70 - NEC V 27 2015 City ofTukwila BUILDING DIVISION 13 LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 28 INTERURBAN AVE S, STA 39+77 48.5' R COBRA 120 LED, 21OW, TYPE 3, 530mA if 35' SPREAD, PER MODIFIED COT STD SHEET RS-25 BREAKAWAY 5 29 INTERURBAN AVE S, STA 40+93 27.5' L COBRA 120 LED, 21OW, TYPE 2, 530mA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 6 30 INTERURBAN AVE S, STA 42+08 48.5' R COBRA 120 LED, 21OW, TYPE 2, 530mA 12' 35' SPREAD, PER MODIFIED COT STD SHEET RS-25 BREAKAWAY 5 31 INTERURBAN AVE S, STA 43+23 27.5' L I COBRA 120 LED, 21OW, TYPE 3, 530MA 1; —t 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 6 CONDUIT SIZE CONDUCTORS COMMENTS 1 2- SPARE FOR FUTURE FIBER OPTIC/ILLUM PARING 2 2- 2-#6 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1,25" EMPTY, ADD DETECTABLE PULL TAPE 5 2' 2-#4 (ILL) 6 1 EX 4" 2-#4 (ILL), 2-#6 (ILL) REMOVE EX UNUSED WIRING 7 3' 4-#4 (I4 +16 (11.4 3-9 (F4 2-f2 OM CR) 8 2' 3-#2/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4' 2-#4 (ILL), 2-#6 (ILL) 10 4' SPARE, ADD DETECTABLE PULL TAPE 11 2' 2-#4 (L), 3-#12 (PCB 2-#12 (RRFB CTRQ 12 2' 2-#6 (IRR) 2 RRFB CTRL , 1-4C RRFB , 1-8C PPEI1-4C (RRFB), 1-8C (PPB) U132'2- 2-#12 (RRFB CTRL) EMPTY, ADD DETECTABLE PULL TAPE NU I Lb: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS 'CITY OF TUKWILA" AND SHALL CONTAIN DETECTABLE PULL TAPE 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS USE RIGID PVC SCH 80. 4JµWI Lq `� PUBLIC' WORKS IJEP T_ 9 4 S Z *ENGINEERING *STREETS *WATER* SEWER*BUILDING * o s d 1908 ` CONSTRUCTION NOTES O1 CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS-20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. O2 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 13 LOCATE, EXCAVATE, INTERCEPT AND DAYLIGHT EXISTING 2-4- CONDUITS (ENGINEER TO CONFIRM CORRECT CONDUITS, ALL EXPLORATION FOR EXISTING 2-4" CONDUITS SHALL BE PERFORMED BY THE CONTRACTOR, EXISTING BURIED DEPTH IS APPROXIMATELY 5 FEET, ENCASED IN COF). FURNISH AND INSTALL 4X4 PULL VAULT (GROUT WHEN COMPLETED). PULL VAULT SHALL BE UTILITY VAULT CO 444-LA (OR APPROVED EQUAL) WITH TRAFFIC BEARING COVER (COVER SHALL MATCH THE GRADE AND SHALL BE MARKED "FIBER OPTIC'). CONDUIT SWEEPS SHALL HAVE MIN 5' RADIUS (ADD DETECTABLE PULL TAPE). - 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. 35 PLACEMENT OF THIS LUMINAIRE IS LIKELY TO BE WITHIN CLEARANCE LIMIT OF EXISTING OVERHEAD WIRES. COORDINATE WITH UTILITY FOR OUTAGE REQUIRED TO PLACE LUMINAIRE POLE, IF NLCQSARY. RECEIVED (ADD#1) ADDED CITY OF TUKWILA NOTE 35 JAN 2 0 2015 PERMIT CENTER 0 510 20 40 60 date 2/14 KPGr 2/14 BID 2/14 753901Avenue N 2502Je8ersonAvenue �/14 Seattle,WA98109 Tacorra,WA98402 DOCUMENT (206) 286-1640 (253) 627-0720 www.Npg.com SCALE IN FEET FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 INTERURBAN AVENUE S ILLUMINATION PLAN STA 39+00 TO STA 44+00 no I date I revisions Po Qen9144_ F% 3-21-2014 71 107 file no 04361LL07 Scale AS SHON date 02/2014 _ 0 C i T — _ — — INTERURBAN AVE S — _ FO P pj_ S ° W = OH OH S� N O o S + W W 33 w Fo 35 48 ¢ o ... 45. 116 35 ... Fo Z N o cv c ..... ° 46 F. F : J ....47 14 35 W z Fo o C2 Fo = - 2 1 J O f0 F . (2� 114 3 .. e:...... Fo.... 36 Q . 8 32 P ...... ... 34 .... off OH OH H Q I s0� OVA M y -... O _ ' I OH H OH _ off -- I y °f W �� H � LEGEND y EXISTING !ff DESCRIPTION ,DoH o - OH (3--r ROADWAY LUMINAIRE LUMINAIRE SCHEDULE SIGNAL POLE WITH MAST ARM AND LUMINAIRE (ELECTRICAL SERVICE CABINET "S1", LOCATED PER PANEL SCHEDULE SHEET 74) RRFB ASSEMBLY i1F SITE FLOOD LIGHT ® Cm ELECTRICAL SERVICE CABINET ® TRAFFIC SIGNAL CONTROLLER CABINET ®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do CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. LUMINAIRE # STATION OFFSET LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT FOUNDATION TYPE BASE CIRCUIT # COMMENTS 32 INTERURBAN AVE S, STA 44+26 57.4' R COBRA 120 LED, 21OW, TYPE 2, 530mA 14' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 5 33 INTERURBAN AVE S, STA 45+01 27.5' L COBRA 120 LED, 21OW, TYPE 3, 530mA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 6 34 INTERURBAN AVE S, STA 46+30 42.3' R COBRA 120 LED, 21OW, TYPE 2, 53OmA 8' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 5 35 INTERURBAN AVE S, STA 47+59 27.5' L COBRA 120 LED, 21OW, TYPE 2, 53OmA 12' 35' STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 6 36 INTERURBAN AVE S, STA 48+43 42.5' R COBRA 120 LED, 21OW, TYPE 2, 53OmA 1 8' 35' 1 STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 1 5 WIRE NOTES CONSTRUCTION NOTES ILCONDUIT SIZE CONDUCTORS COMMENTS 1 2' SPARE FOR FUTURE FIBER OPTIC/ILLUM WIRING 2 2" 2-#6 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" EMPTY, ADD DETECTABLE PULL TAPE 5 2" 2-#4 (ILL) 6 EX 4" 2-04 (ILL), 2-16 (ILL) REMOVE EX UNUSED WIRING 7 3" H%(L4 4f (W 3-#2 (Ca 2-F2 CR) 8 2" 3-12/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 4" 2-#4 (ILL), 2-#6 (ILL) 10 4" SPARE, ADD DETECTABLE PULL TAPE 11 2" 2-#4 (Ni), 3-#12 (PC� 2-f 2 (RWB CTAL) 12 1 2" 2-#6 (IRR) 13 2" 2- 2 RRFB CTRL ,1-1C (RRFB), I-8C PPB 14 2" 1-4C (RRFB), 1-8C (PPB) 15 2" 2-#12 (RRFB CTRL) 16 EX 4" EMPTY, ADD DETECTABLE PULL TAPE O CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS-20, LUMINAIRE SCHEDULE, THIS SHEET, AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. O2 REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 14 LUMINAIRE FOUNDATION SHALL BE LOCATED OUTSIDE OF SIDEWALK AS SHOWN ON THE PLANS. 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. 27 EXISTING TIMBER POLE MOUNTED LUMINAIRE TO BE REMOVED BY OTHERS. COORDINATE WORK WITH PSE REPRESENTATIVE. 35 PLACEMENT OF THIS LUMINAIRE IS LIKELY TO BE WITHIN CLEARANCE LIMIT OF EXISTING OVERHEAD WIRES. COORDINATE WITH UTILITY FOR OUTAGE .� REQUIRED TO PLACE LUMINAIRE POLE, IF NECESSARY. RECEIVED Ev ° T CITY OF TUKWILA nommIAN EEG NOTES: A N JAll 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. NFPA70 1 O 2015 GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS F NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE ry (�15 �RMIT CENT MARKED AS 'CITY OF TUKWILA" AND SHALL CONTAIN DETECTABLE PULL TAPE. 1 J�N 2, t �t� ER ?°�� R4°sr�w" 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS Jn 0 5 10 20 40 60 ® S'0"AL USE RIGID PVC SCH 80. SCALE IN FEET 3-21-2014 4~JµWI Lq PUBLIC' WORKS DEP T_ o s *ENGINEERING *STREETS *WATER*SEWER*BUILDING* s a� * ieos by date 7539IhAvenueN 2502Je0ersanAvewe Seattle, WA 98109 Tatar, WA 9M (206)28' 981 (253)621-0720 wwwNpgmm ' E l�11 CT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-i URBAN AVENUES /1\13/141 ADDENDUM J1 o� file no 043sIu08.dwg JC 2/14 U BID DOCUMENT arawn� JHL 2/14 checked JC 2/14 ILLUMINATION PLAN STA 44+00 TO STA 49+00 pro! en NJD 2/14 scale ASSHOWN fieldbkno no date revisions date 02/2014 I I INTERURBAN AVE S U7 FO Z FO + o� ... e 1 16 35 50..... o . a 51 G G ru a — — F—bc=6e— s FO G N W A A Z V.....i ...... ..... .z. .. Q OH OH OH OH LEGEND EXISTING NEW DESCRIPTION &__ ROADWAY LUMINAIRE SIGNAL POLE WITH MAST ARM AND LUMINAIRE RRFB ASSEMBLY SITE FLOOD LIGHT ® CEI ELECTRICAL SERVICE CABINET ® TRAFFIC SIGNAL CONTROLLER CABINET 0 El IE 9 0 01 JUNCTION BOX TYPE 1, 2, 8 - - CONDUIT 0 WIRE NOTE O CONSTRUCTION NOTE GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD PLANS, STANDARD SPECIFICATIONS, PUGET SOUND ENERGY (PSE) GUIDELINES, CITY OF TUKWILA STANDARDS AND THESE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT POWER COMPANY - - A REPRESENTATIVE (1 888 C LLPSE, NEW CUSTOMER CONSTRUCTION) FOR ALL REQUIRED COORDINATION WITH PUGET SOUND ENERGY. 3. THE CONTRACTOR SHALL CONTACT POWER COMPANY REPRESENTATIVE FRANCIS SAMMY AT (206) 496-9216 FOR ALL REQUIRED COORDINATION WITH SEATTLE CITY LIGHT. 4. THE CONTRACTOR SHALL CONTACT ROBIN TISCHMAK AT (206) 431-2455 FOR ALL REQUIRED COORDINATION WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. 5. CONTRACTOR SHALL CONTACT RICH LOUCKS AT (206) 442-2110 FOR ALL REQUIRED COORDINATION WITH WSDOT TRAFFIC SIGNAL MAINTENANCE DEPARTMENT. 6. THE LOCATION OF ALL FEATURES TO BE INSTALLED BY THE CONTRACTOR SHALL BE VERIFIED IN FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 7. CONDUIT LOCATION IS SHOWN FOR REFERENCE ONLY. CONDUIT SHALL BE PLACED UNDER NEW SIDEWALK WHERE PRACTICABLE. 8. NUMBER OF CONDUIT BENDS BETWEEN PULL POINTS SHALL NOT BE MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (360 DEGREES TOTAL). IF NUMBER OF BENDS EXCEEDS 360 DEGREES, THE CONTRACTOR SHALL INSTALL ADDITIONAL JUNCTION BOXES, AS REQUIRED. 9. ALL NEW JUNCTION BOXES INSTALLED IN SIDEWALKS SHALL HAVE NON-SKID LIDS. 10. EXISTING OR HIGHER ILLUMINATION LEVELS SHALL BE MAINTAINED BY USING EXISTING OR TEMPORARY ILLUMINATION UNTIL THE NEW SYSTEM IS OPERATIONAL EXISTING ILLUMINATION SYSTEM HAS DIRECT BURY WIRING AT VERY SHALLOW DEPTHS THROUGHOUT THE PROJECT. 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING 10' CLEARANCE ZONE AROUND EXISTING AERIAL PRIMARY POWER LINES DURING THE CONSTRUCTION. COORDINATE WORK WITH SCL 12. FOR ONE -LINE CIRCUIT DIAGRAMS SEE SHEET 74. 13. WSDOT STANDARD PLANS & CITY OF TUKWILA STANDARD PLANS ARE LOCATED IN APPENDIX A OF THE SPECIAL PROVISIONS. WIRE NOTES u Gy G 1 1 i v tr •- � W W - OH OH Hr r v -6 HP�243 HP 1N LUMINAIRE SCHEDULE (ELECTRICAL SERVICE CABINET 'St', LOCATED PER PANEL SCHEDULE SHEET 74) G 12' CONC SD W �— Apt VV I I�E RECEIVED NFpA 70 N NEC 1 CITY OF TUKWILA jAN 2 7 2015 JAN 2 0 2015 PERMIT CENTER City of_TWW'la � .. jr, ew $ CeI I LUMINAIRE STATION OFFSET LUMINAIRE TYPE LUMINAIRE MOUNTING Bul BASE CIRCUIT COMMENTS # ARM HEIGHT # 37 INTERURBAN AVE S, STA 49+71 27,4' L COBRA 120 LED, DOW, TYPE 2, 53OmA 12' 35' SPREAD, PER MODIFIED COT STD 91EET RS-25 BREAKAWAY 6 38 INTERURBAN AVE S, STA 51+07 42.5' R COBRA 120 LED, 21OW, TYPE 3, 53OmA 8' 35, STANDARD, PER COT STD SHEET RS-20 BREAKAWAY 5 LILCONDUIT SIZE CONDUCTORS COMMENTS 1 2- SPARE FOR FUTURE FIBER OP11C/ILLUM WIRING 2 2- 2-#6 (ILL) 3 EX 2" EMPTY (REMOVE EX UNUSED WIRING) 4 EX 1.25" EMPTY, ADD DETECTABLE PULL TAPE 5 2' 2-14 (ILL) 6 EX 4" 2-#4 (ILL), 2-#6 (ILL) REMOVE EX UNUSED WIRING 7 3' 4-F X 4-16 (L� 3-f2 (PCI 2-1112 (M CR) 8 2- 3-#2/0 (ONE IS GROUND) SERVICE POWER SOURCE 9 V 2-#4 (ILL), 2-#6 (ILL) 10 4' SPARE, ADD DETECTABLE PULL TAPE 11 2' 2-14 (ILL), 3-#12 (PC), 2-112 (NO CRiL) 12 2' 2-#6 (IRR) 13 2- 2- 2(RRFB C711,1-4C (RRFB), I-8C PPEI 14 2' 1-4C (RRFB), 1-8C (PPB) 15 2- 2-#12 (RRFB CTRL) 16 EX 4" EMPTY, ADD DETECTABLE PULL TAPE NUItb: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL CONTAIN GROUND WIRE. GROUND WIRE SIZE SHALL MATCH THE LARGEST CONDUCTOR (MIN #8 AWG OR AS NOTED OTHERWISE IN THE WIRE NOTES). SPARE/EMPTY CONDUIT SHALL BE MARKED AS 'CITY OF TUKWILA' AND SHALL CONTAIN DETECTABLE PULL TAPE. 2. ALL CONDUIT SHALL BE RIGID PVC SCH 40, EXCEPT FOR ROADWAY CROSSINGS USE RIGID PVC SCH 80. CONSTRUCTION NOTES O7 CONSTRUCT ROADWAY LUMINAIRE POLE FOUNDATION, SEE LUMINAIRE SCHEDULE FOR FOUNDATION TYPE, THIS SHEET, AND LUMINAIRE FOUNDATION DETAILS, SHEET 74. PROVIDE AND INSTALL ROADWAY LUMINAIRE POLE, TRUSS ARM, LUMINAIRE, CONDUIT, WIRING AND ALL ASSOCIATED EQUIPMENT PER THE CITY OF TUKWILA STD SHEET RS-20 LUMINAIRE SCHEDULE THIS SHEET AND DETAIL SHEET 74. SEE SPECIAL PROVISIONS. QU , O REMOVE EXISTING LUMINAIRE POLE, LUMINAIRE AND ALL ASSOCIATED JUNCTION BOX/WIRING/EQUIPMENT. CAP AND ABANDON EXISTING UNUSED CONDUIT. EXISTING DIRECT BURY WIRING SHALL BE DE -ENERGIZED AND ABANDONED. SALVAGE POLE AND LUMINAIRE PER SPECIAL PROVISIONS. GRIND DOWN EXISTING FOUNDATION 2' BELOW PROPOSED GRADE. BACKFILL AND COMPACT PER SPECIAL PROVISIONS. 14 LUMINAIRE FOUNDATION SHALL BE LOCATED OUTSIDE OF SIDEWALK AS SHOWN ON THE PLANS. 16 BACK OF LUMINAIRE BASE PLATE SHALL BE ALIGNED WITH BACK OF SIDEWALK, SEE LUMINAIRE FOUNDATION DETAILS, SHEET 74. 26 REPLACE EXISTING TYPE 1 JUNCTION BOX WITH TYPE 2. INSTALL ADDITIONAL CONDUIT AND WIRING AS SHOWN ON THIS PLAN. 34 APPROXIMATE LOCATION OF EXISTING CABLE VAULT. INSTALL DETECTABLE PULL TAPE IN EXISTING SPARE CONDUITS THROUGHOUT THE LENGTH OF THE PROJECT AS SHOWN IN THESE PLANS AND WIRE NOTES. 35 PLACEMENT OF THIS LUMINAIRE IS LIKELY TO BE WITHIN CLEARANCE LIMIT OF EXISTING OVERHEAD WIRES. COORDINATE WITH UTILITY FOR OUTAGE REQUIRED TO PLACE LUMINAIRE POLE, IF NECESSARY. ZL(ADD#1) ADDED NOTE 35 by date �JµWllq �9 pZJSLIC' WORKS DEp T_ desi ed JC 2/14 KPGr o ♦ i drawn JHL 2/14 BID *ENGINEERING *STREETS *WATER*SEWER *BUILDING * checked Jc 2/14 15J0AVeeu" 2502Jefl"nAn_w o� ro'en NJD 2/14 Seattle, WA98109 Tacama,WA981402 DOCUMENT s �a (206) 286-1640 (253) 627-0720 1908 ' IO air WWW.Ilp9.COm field bk no 0 5 10 20 40 60 SCALE IN FEET INTERURBAN AVENUE S ILLUMINATION PLAN STA 49+00 TO STA 54+00 no date revisions of J 3 IL w } F v II IC��1k 1_ , 111-4� �G e 3-21-2014 w file no 0436ILL09 02/2014- "SIDEWALK #10 AWG ROME POLE AND BRACKET CABLE SOLDERLESS CRIMPED CONNECTIONS, RUBBER SPLICING 3-#12 TO PHOTOCELL ELECTRICAL TAPE AND HEAT (WHERE APPLICABLE) SHRINK TUBING PER STANDARD 1-18 (GROUND) SPECIFICATIONS JUNCTION BOX (TYPE PER PLANS) POLE BASE WITH HAND HOLE ON SIDE OPPOSITE SHALL CONFORM TO WSDOT STD APPROACHING TRAFFIC PLANS (LID SHALL BE LOCKING, GALVANIZED WITH NON-SKID SEC #1791-SF FUSE KITS COATING). CONTRACTOR SHALL WITH FMN-5 FUSES (OR SPOT WELD LID TO FRAME AFTER APPROVED EQUAL) FINAL ELECTRICAL INSPECTION BELL END PVC BUSHING (TYP) n I 2" PVC SCH40 CONDUIT CONDUIT AND WIRING PER PLANS J le GROUND ROD WITH CLAMPS 3-#12 TO J V F1_18 PHOTOCELL (WHERE APPLICABLE) (GROUND) TYPICAL JUNCTION BOX / LUMINAIRE POLE WIRING DETAIL NTS 2" HMA CL B OVERLAY SURFACE RESTORATION 10" HMA CL B CURB, ROADWAY DRIVEWAY, FULL DEPTH SAWCUT, ALL SAWCUTS SIDEWALK, SHALL BE VERTICAL AND IN A STRAIGHT I LANDSCAPE LINE. SEAL ASPHALT JOINTS WITH -- --- EMULSIFIED ASPHALT EXIST ASPHALT CONCRETE PAVEMENT, DEPTH VARIES 6" CSBC OR HMA GRINDINGS FOR BACKFILL SEE TRENCH BACKFILL - NOTES ON DRAINAGE DETAILS, SHEET 7 FOR PIPE ZONE BEDDING, USE SAND - LUMINAIRE POLE PER PLANS AND COT STD DETAIL RS-20 POLE -SAFE SKIRT BY TRANSPO INDUSTRIES TOP OF FOUNDATION TO MATCH SIDEWALK ELEVATION JOINT FILLER BACK OF SIDEWALK LINE SECTION FOR ELECTRICAL/COMMU CONDUIT PER DETAIL, THIS SHEET POLE BASE PLATE BREAKAWAY SUPPORTS - POLE -SAFE MODEL #4100 BY TRANSPO INDUSTRIES ANCHOR BOLTS PER COT STD DETAIL RS-20 bl I � CONCRETE FOUNDATION PER LUMINAIRE SCHEDULE LUMINAIRE FOUNDATION DETAILS 0 z � � J Cr zuj inX >jE3 mma '.r.0W N � 0 CONDUIT PER PLANS 4' MIN CONCRETE FOUNDATION PER LUMINAIRE SCHEDULE FOR SIDEWALK, DRIVEWAY, CURB AND LANDSCAPE CONSTRUCTION/RESTORATION, SEE ROADWAY AND LANDSCAPE PLANS BACK OF SIDEWALK SIDEWALK/SPREAD FOOTING STANDARD CONCRETE FOUNDATION OR SPREAD CONCRETE FOOTING PER LUMINAIRE SCHEDULE POLE BASE PLATE —� BACK OF POLE BASE PLATE TO LINE UP WITH BACK OF SIDEWALK WHERE NOTED ON THE PLANS — EXISTING SURFACE cj SERVICE " RECEIVED CKT 2 CKT 6 CKT 6 2-#6 (ILL _ / 2-#4 (ILL) _ _ _ 2-#6 (ILL) _ CITY OF T U K W I L A a 3 6 8 10 13 14 16 19 22 23 25 27 29 31 33 VAAN 2 p 2015 3 w I CD U) a ~ w RERMI CDI INTERURBAN AVE S CENTELJ Q m to LL 7 �— 11 — 12 — 15 — — i i 18— 20— 21 — 24 26 28 — 30 CKT 1 CKT 5 CKT 5 2-#6 (ILL) ONE -LINE CIRCUIT DIAGRAM 2-#4 (ILL) 2-#6 (ILL) PANEL SCHEDULE SERVICE S1 # LOCATION: INTERURBAN AVA S, APPROX STA 30+09, 28.5' LT SERVING: ILLUMINATION, ETC. VOLTAGE: 120/240 PHASE: 1 MAIN BREAKER: 100 AMPS WIRE: 3 CKT # LOAD DESCRIPTION KVA (KW) TRIP AMPS 30 s 30 30 s t1 30 1s 20 s TRIP AMPS 4 30 a 30 10 20 1 20IRRIGATION 14 15CONTROL 16 20GFCI KVA (KW) LOAD DESCRIPTION CKT # 1 ILLUMINATION (1,4,5,7,9,11,12,15) 1.7 1.9 ILLUMINATION (2,3,6,8,10,13,14,16,17) 2 5 ILLUMINATION(18,20,21,24,26,28,30,32,34,36,38) 2.3 2.1 ILLUMINATION (19,22,23,25,27,29,31,33,35,37) 6 9 SPARE (FUTURE ILLUMINATION) - RRFB 10 CONTROLLER 12 13 SPARE FUTURE SIGNAL - nO.3 14 15 SPARE - RECEPTACLE 16 REMARKS: CONNECTED LOAD: 10.1 KVA 42.1 AMPS DEMAND LOAD (1257.): 12.7 KVA 53.0 AMPS 20.5' 0 b 10.25" LEFT SIDE FRONT VIEW 19.88" OFL 16.00' N o IN CONDUIT � m ENTRANCE �I I 16.63" _ 1.86'� BASE PLAN I `A lp PUBLIC WORKS J�EPT_ 9 4 = ° *ENGINEERING *STREETS *WATER* SEWER*BUILDING * Z a " � o s p 1908 ` by I date 75391hAvenoeN 2502Je0ersmAveme Sea61e,WA98109 Tacoma WA98402 (206) 266-1640 (253) 627-0720 www.kpg.com desi ed JC 2/14 drawn JC 2/14 checked HJT 2/14 [a en ND 2/14 ro' dir field bk no PADLOCKABLE DRAW LATCH CYLINDER LOCK LANDING LUGS METERING DIA #6 AWG uz S N GP TEST BYPASS SPARE (FUTURE SIGNAL) 20�IRRIGATION CONTROLLER 20 oRECEPTACLE SERVICE SCONNECT 20 o SPARE 100/2 15— CONTROL LOCAL UTILITY SERVICE 120/240 VOLT 1 PHASE 3 WIRE 30m ILLUMINATION WIRING DIAGRAM TION SERVICE CABINET FOUNDATION NOTES: 1. MOUNT TOP SHALL BE FINISHED BY A CONCRETE CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF SECTION 8-14.3 IN THE WSDOT STANDARD SPECIFICATIONS. 2. PLACE SILICONE SEAL BETWEEN THE FOUNDATION AND CABINET. 3. ANCHOR BOLTS AND THEIR SPACING TO BE SUPPLIED BY CABINET MANUFACTURER AND SUBMITTED TO THE ENGINEER FOR APPROVAL 4. CONDUIT SIZES/QUANTITIES FOR THE ELECTRICAL SERVICE CABINET SHALL BE INSTALLED PER THE CONTRACT PLANS, PLUS ONE 2" SPARE CAPPED OUT PAST THE FOUNDATION. 5. CONCRETE SHALL BE CLASS 3000. 6. LOCATE CONDUITS CENTRALLY WITHIN THE CABINET. NO-UL LOAD CURRENT FOR ALL BREAKERS NOT TO EXCEED 80% OF BREAKER AMPERAGE PHOTOCELL 240V NOT TO EXCEED 24AMPS (80% BREAKER AMPERAGE) 240V NOT TO EXCEED 24AMPS (807. BREAKER AMPERAGE) 240V NOT TO EXCEED 24AMPS (80% BREAKER AMPERAGE) 240V NOT TO EXCEED 24AMPS (809 BREAKER AMPERAGE) 240V NOT TO EXCEED 24AMPS (807 BREAKER AMPERAGE) SERVICE CABINET CONSTRUCTION NOTES: 1. EXTERIOR 1/8- ALUMINUM AND INTERIOR 4. NUTS BOLTS AND SCREWS SHALL NOT BE 14GA COLD ROLLED STEEL ELECTRICALLY VISIBLE FROM OUTSIDE OF ENCLOSURE. WELDED AND REINFORCED WHERE 5. NAMEPLATES SHALL BE PROVIDED AS REQUIRED. REQUIRED. 2. CONSTRUCTION SHALL BE NEMA 3R, 6. CONTROL WIRING SHALL BE MARKED AT RAIN -TIGHT. BOTH ENDS BY PERMANENT WIRE 3. ALL NUTS, BOLTS AND SCREWS SHALL BE MARKERS. STAINLESS STEEL ELECTRICAL SERVICE CABINET DETAILS 3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET) SEE NOTE 2 SHIM TO PLUMB #4 HOOPS (EQUAL SPACES) 1/2" CHAMFER 3/8" DIAMETER PLASTIC DRAIN (ONE PER CABINET) 30/2 30/2 #4 REINFORCEMENT BAR 30/2 04 HOOPS 30/2 SEE NOTE 4 (TYP)� 30/2 J U it � o I I V-2" HORIZ REINFORCEMENT BAR DIAGRAM (4 PIECES) FRONT N N _ t1_14_Xs� io TT ELEVATION VIEW DIRECTION OF TRAFFIC 10" WIDTH PLAN VIEW 7. A PLASTIC COVERED WIRING DIAGRAM SHALL BE ATTACHED TO THE INSIDE OF THE FRONT DOOR. 8. ENCLOSURE SHALL BE FA C�� AND CONFORM TOjE11IRSTANDARDS AND SAyL'�lh�LABEL. V�,/�y�9. COLOR: ANODIZEDLUMINUNir-r%. FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 BID INTERURBAN AVENUE S DOCUMENT ILLUMINATION DETAILS AND CIRCUIT DIAGRAMS 'P1y C1GAN�� H 39314 '�VEU ANCE SAL ENG`$ 70-NEC -014 [E4 file no slu -scale, ' AS SHI date 02/20' J 3 F IL m W11-2 AND WI6-7P SIGNS SHALL BE FLORESCENT YELLOW —GREEN TYPE IX RETROREFLECTIVE SURFACE. RRFB CONTROLLER CABINET, MOUNT ON 490 0j?, 13 75" 0: DIRECTION OF TRAFFIC POLE AS DIRECTED BY THE ENGINEER IN PUSH �ROlE THE FIELD. SEE SPECIAL PROVISIONS CURB AND TURN ON BUTTON TO N SIDEWALK WARNING LIGHTS 270'90' BACK TO BACK W11-2 SIGN � a 36"06". MOUNT AS DIRECTED BY THE ENGINEER IN THE FIELD. PEDESTRIAN PUSH RRFB BOLT CIRCLE LEAD: BUTTON SIGN DETAILS NTS 1. HANDHOLE ACCESS DOOR SHALL BE MOUNTED AT 90' • NTS 2. SIGN ORIENTATION PER THE NOTE SIGN SHALL BE BLACK PLANS ON WHITE WITH BLACK LETTERING SEE WSDOT STD DETAIL J-20.11 FOR ■ REINFORCEMENT AND FOUNDATION DETAILS TWO RECTANGULAR RAPID FLASHING BEACON (RRFB) LIGHT BARS, BACK TO BACK, WITH PEDESTRIAN VERIFICATION LIGHT(S). MOUNT AS DIRECTED BY THE THE FIELD. SEE SPECIAL , SEE AC POWERED RRFB ASSEMBLY DETAIL FOR C�PP��ONF � PROVISIONS. m REMAINING EQUIPMENT, THIS SHEET. N� o 3 a � a w 1 FACE OF CURB 13.75" o Cif �N(; ®��� F-Af�AtE OF RRFB CURB MOUNT Q, 11�D 1`wv�c�" PLAN VIEW o 00 vim/ 4" — 8 NPT METAL POLE NTH BACK TO BACK W16-7P SIGN 24"02", R RRFB APS STYLE PEDESTRIAN PUSH BUTTON THREADED BOTTOM. SEE SPECIAL MOUNT AS DIRECTED BY THE ENGINEER IN o WITH PEDESTRIAN SIGN, MOUNT AS DIRECTED PROVISIONS. THE FIELD. t2 BY ENGINEER IN THE FIELD. SEE SPECIAL PROVISIONS. FOR SIGN DETAILS, SEE THIS RRFB APS STYLE PEDESTRIAN PUSH SHEET. BUTTON WITH PEDESTRIAN SIGN, IL RRFB APS STYLE PEDESTRIAN PUSH BUTTON f vN_ S - MOUNT AS DIRECTED BY ENGINEER IN WITH PEDESTRIAN SIGN, MOUNT AS DIRECTED BAR To THE FIELD. SEE SPECIAL PROVISIONS. I NON BY ENGINEER IN THE FIELD. SEE SPECIAL 4" — 8 NPT METAL POLE WITH wARKNG FOR SIGN DETAILS, SEE THIS SHEET. PROVISIONS. FOR SIGN DETAILS, SEE THIS M-1 THREADED BOTTOM. SEE SPECIAL LIGHTS SHEET. I rusH PROVISIONS. RTUNTO NRON BOX —TYPE SLIP FIT BREAKAWAY METAL WAR UGHTsG BOX —TYPE SLIP FIT BREAKAWAY METAL RECEIVED 4" — 8 NPT METAL POLE WITH ucxrs BASE WITH — 8 NPLE, THREADED TO o BASE WITH HANDHOLE, THREADED TO ACCEPT 4" — 8 NPT METAL POLE. fOR THREADED BOTTOM. SEE SPECIAL i BOLT CIRCLE, SEE THIS SHEET. SEE CITY OF TUKWILA PROVISIONS. i� ACCEPT 4" — 8 NPT METAL POLE. FOR BOLT CIRCLE, SEE THIS SHEET. SEE SPECIAL PROVISIONS. SPECIAL PROVISIONS. JAN 2 0 2015 BORE TYPE SLIP H BREAKAWAY METAL 50 BASE WITH — 8 NPLE, THREADED TO RRFB CURB MOUNT RRFB CURB MOUNT ACCEPT 4" — 8 NPT METAL POLE. FOR M M BOLT CIRCLE, SEE THIS SHEET. SEE PERMIT CENTER SPECIAL PROVISIONS. CURB M PLANTER TOP OF SIDEWALK TOP OF SIDEWALK io in TOP OF SIDEWALK TOP OF CURB/ROADWAY FACE OF CURB/ r LARRFB CURB MOUNT (4) NT FOR FOUNDATION DETAILS �" ANCHOR BOL , FOR FOUNDATION DETAILS SEE SEE WSDOT STD PLAN SEE SPECIAL cTGq rrrr —4WSDOT STD PLAN J-20.11, TYPE 1 (4) �" ANCHOR BOLTS, SEE SPECIAL J-20.11, TYPE I SIGNAL �P' N/a- SIGNAL STANDARD DETAILS. PROVISIONS. FOR REINFORCING SEE STANDARD DETAILS. PROVISIONS. FOR WSDOT STD PLAN J-20.11 REINFORCING SEE WSDOT FOR FOUNDATION DETAILS SEE WSDOT (4) Y4" ANCHOR BOLTS, SEE SPECIAL STD PLAN J-20.11 STD PLAN J-21.10. PROVISIONS. FOR REINFORCING SEE .' aF39324po WSDOT STD PLAN ,1-21.10 ELEVATION VIEW, PARALLEL TO CURB ELEVATION VIEW, PERPENDICULAR TO CURB RRFB SYSTEM DETAIL CURB MOUNTED RRFB SYSTEM DETAIL 2-27-2014 NTS NTS - by date FEDERAL AID PROJECT NO: STPUL-1045/007 & TIB PROJECT NO: 8-1-116(010)-1 "W PUBLIC WORKS DEPT_ KPC ♦� �9 designed JC 2/14 75 o , s dram JC 2/14 BID INTERURBAN AVENUE Z *ENGINEERING *STREETS *WATER* SEWER*BUILDING* checked HJT 2/14 75891�AvenueN 2502JeffersonAvenue 1O7 a ]C]Seadle, A 98109 Tacoma, WA 99402 1 Y o pro* ND 2/1a DOCUMENT Steno 04361LLtt.dwg s � (2gs)2es-1wg (253)fiu-0�2o SIGNALIZATION DETAILS " 19o8 ' pro' dir www.lTg.com �j i - ' scale ' AS SHOWN field bk no no date revisions I I date 02/201 a