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v <br />0 <br />a ID <br />0 0 <br />�m <br />Eg <br />M, <br />40TH STREET 'NTN COLBY AVENUE <br />u] _ <br />N — — <br />N <br />r-I <br />W <br />b w <br />a NO. DATE APRVD REVISION <br />W W J y W W W W W W <br />Y Y W W W W Y Y Y <br />W W W W <br />W W <br />W W <br />y y y y y <br />COLBY AVENUE W W W W W <br />)PERTEET • <br />2707 COL13Y AVENUE, SUrrE 900 <br />EVERETT, WA98201 <br />2227 W PECOS RD, SUITE 4 425.252.7700 1800.615.9900 Know what's below. <br />CHANDLER, AZ 85224 Call before you <br />R0 Drawn By Date <br />pE WASNfy P. HOUGHTALING 05 2021 <br />Designed By <br />ti X C. WILLIAMS 05 2021 <br />Checked By <br />A o M. HENDRIX 05 2021 <br />�O P 42986 Approved By <br />Gis-m NG�� C. WILLIAMS OS 2021 <br />AL <br />LEGEND: <br />STREET LIGHT POLE <br />ILLUMINATION CONDUIT <br />UG SL <br />SIGNAL CONDUIT <br />SIG <br />UG PWR <br />SERVICE CONDUIT <br />m <br />SERVICE CABINET <br />m <br />JUNCTION BOX TYPE 8 <br />21 <br />JUNCTION BOX TYPE 2 <br />WIRING NOTE <br />ESMT <br />EXISTING PERMANENT EASEMENT <br />— — R/W — <br />- EXISTING RIGHT-OF-WAY <br />CONSTRUCTION NOTES <br />U SAWCUT EXISTING SIDEWALK TO FULL DEPTH AT PANEL JOINT, SEE GENERAL NOTE 1. <br />02 SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT. <br />03 REMOVE AND REPLACE EXISTING SIDEWALK TYPE A TO NEAREST JOINT PER COE STD. <br />PLAN 312. MATCH ADJACENT CURB AND SIDEWALK ELEVATIONS AND WIDTHS. <br />04 PUD POWER SOURCE PROVIDE AND INSTALL CONDUIT AND CONDUCTORS TO UTILITY <br />POLE FOR SNOHOMISH COUNTY PUD TO TERMINATE. INSTALL CONDUIT AND <br />CONDUCTORS TO SNOHOMISH PUD PEDESTAL PER SERVICE UTILITY REQUIREMENTS <br />WITH LARGE DIAMETER SWEEPS. COORDINATE POWER CONNECTION WITH THE <br />UTILITY COMPANY THROUGH THE ENGINEER A MINIMUM OF FIVE (5) BUSINESS DAYS <br />PRIOR. <br />OS REMOVE AND REPLACE EXISTING ASPHALT CONCRETE PAVEMENT PER COE STD. PLAN <br />326. MATCH EXISTING ROADWAY SLOPE. <br />06 PROTECT AND MAINTAIN EXISTING CURB. <br />07 PROTECT AND MAINTAIN EXISTING POLE AND FOUNDATION <br />Os INSTALL FOUNDATION PER DWG. NOS. RF2 AND G1. INSTALL STEEL STREET LIGHT <br />POLE WITH 10-FT MAST ARM AND 30-FT MOUNTING HEIGHT PER DWG. NOS. Al TO <br />A4. RELOCATE FIXTURE TO NEW POLE. <br />O DISCONNECT WIRE RUN GOING SOUTH. TAPE OFF CONDUCTORS AND MAKE THIS <br />THE END OF THE LINE POLE RUN. <br />10 PROVIDE AND INSTALL 200 AMP SERVICE CABINET ON FOUNDATION PER COE STD. <br />PLAN 803. STUB 2-3" CONDUITS FROM FOUNDATION FOR FUTURE USE. <br />11 COORDINATE WITH CITY TECHNICIAN TO TURN OFF POWER. INTERCEPT EXISTING <br />DIRECT BURIED WIRING AND ROUTE TO NEW JUNCTION BOX. SPLICE NEW WIRING <br />TO EXISTING DIRECT BURIED WIRING IN JUNCTION BOX AND ROUTE THROUGH NEW <br />CONDUIT TO SERVICE CABINET PER PLANS. SEE T1 FOR FURTHER JUNCTION BOX <br />INFORMATION. <br />12 INSTALL TYPE 8 JUNCTION BOX PER COE STD. PLAN 808. <br />13 REMOVE AND REPLACE EXISTING CEMENT CONC CURB TYPE E-1 PER COE STD. PLAN <br />309. MATCH ADJACENT CURB HEIGHTS AND ELEVATIONS. <br />14 PRESERVE AND PROTECT EXISTING TRAFFIC LOOP(S), CONDUIT STUB OUT, AND <br />LEAD-IN CABLE. CONTRACTOR TO EXERCISE CAUTION WHILE SAWCUTTING SIDEWALK <br />IN VICINITY OF EXISTING LOOP CONDUIT. SEE DWG. NO. T1 FOR LOOP DETAILS. <br />ADJACENT CURB RAMP AND CURB TO REMAIN. <br />15 REMOVE AND DISPOSE EXISTING FOUNDATION IN ITS ENTIRETY. CUT OFF CONDUITS <br />ENTERING POLE 24-IN BELOW GRADE. REMOVEAND DISPOSE EXISTING STREET LIGHT <br />POLE. EXISTING LUMINAIRE TO BE RELOCATED TO NEW POLE. <br />16 INSTALL TYPE 2 JUNCTION BOX WITH LOAD BEARING RING AND SLIP -RESISTANT LID. <br />LOCATE POLE FOUNDATION CONDUIT STUB -OUT AND EXTEND CONDUIT TO NEW <br />TYPE 2 JUNCTION BOX. INSTALL BREAKAWAY FUSE HOLDERS AND SPLICE <br />ILLUMNATION CONDUCTORS TO POLE CONDUCTORS PER WIRE SCHEDULE. REMOVE <br />DIRECT -BURIED CABLE TO THE NEXT JUNCTION BOX NORTH. <br />GENERAL NOTES <br />1. UNDERGROUND WIRING IS DIRECT BURIED AT VARIOUS LOCATIONS. COORDINATE <br />WITH THE CITY TECHNICIAN FOR POWER SHUT-OFF PRIOR TO SAWCUTTING. <br />2. SEE DWG. NO. IL2 FOR LUMINAIRE AND WIRE SCHEDULES. <br />3. ALL JUNCTION BOXES SHALL HAVE FOUNDATIONS AND NON-SKID LIDS PER COE STD. <br />DWG. NO. 808. <br />4. ALL CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS NOTED OTHERWISE. <br />5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND MAINTAIN ALL EXISTING <br />LLJ <br />Lu <br />CONDUIT SYSTEMS. <br />t~ <br />6. EXISTING CONDUIT CROSSINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR <br />N <br />TO CONSTRUCTION. <br />I <br />r-I <br />� fi 7. SERVICE CABINET, CONDUIT, AND JUNCTION BOX LOCATIONS ARE SCHEMATIC <br />SIGNAL AND ILLUMINATION <br />PLANS FOR 5G IN EVERETT <br />PERMITADDRESS: 2912 BROADWAY <br />EVERETT, WA 98201 <br />PROJECT NUMBER 20200202.000 <br />8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE CITY OF <br />EVERETT'S SIGNAL AND ILLUMINATION MAINTENANCE TO TURN OFF EXISTING <br />ILLUMINATION SERVICE PRIOR TO WORK WITH EXISTING WIRING. <br />9. INSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00 ON ALL <br />EXISTING CATCH BASINS WITH OPEN GRATES WITHIN OR ADJACENT TO WORK AREA, <br />UNLESS NOTED OTHERWISE. <br />10. SEE DWG. NO. T1-T3 FOR MODIFICATIONS TO THE EXISTING SIGNAL SYSTEM. <br />Drawing <br />ILLUMINATION PLAN I <br />I L 1 <br />Sheet No. <br />COLBY AVENUE 1 6 <br />Of Total <br />