The URL can be used to link to this page

Home My WebLink AboutP_Design_101109815_V1_180201LO BORE 1-3" CONDUIT JOB SITE General -All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. -Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removed daily. -Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. -Return all streetlights, area lights and floodlights to Sumner yard. Preconstruction - Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. - All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. - Notify customers of all outages 48 hours in advance. Work Drawings & Documents - Field design changes shall be approved by PSE Project Manager or Engineer. - Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of worksketch. - Return one Foreman's copy of worksketch to Project Manager at completion of job. - When permits are required, a copy shall be available on work site at all times. Safety - Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements. - Refer to PSE standards 6275.9050 for personal protective grounding requirements. - Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. - Proper line clearances shall be taken at the beginning, and released at the end, of each work day, or as otherwise instructed by the System Operator. - Provide signs, barricades, and traffic control in conformance with permit regulations. - Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. - Maintain traffic flow as required by permitting agency. Erosion & Sediment Control - Refer to PSE standards 0150.3200 for minimum requirements. - Comply with all requirements of permitting agency. - Installed erosion & sediment devices shall be maintained until vegetation has been re-established or disturbed soil has been otherwise permanently stabilized. Joint Facilities - Coordinate with Communication Companies for transfers. UNDERGROUND CONSTRUCTION Excavation -Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for primary conductors and 24” of cover for secondary conductors. -Road crossings and all trenches within the Right-of-way shall be of sufficient depth to provide a minimum of 36” of cover for all conductors or as required by the permitting Agency. -All conductors/conduits shall have a minimum of 3” of bed and 3” of clean sand cover. -No rocks larger than 6” shall be included in backfill. -Backfill in road crossings and within the Right-of-way shall be compacted to 95% density or as required by the permitting Agency. -Restore all excavated areas to original condition. - If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB) shall be installed around the conduits to a depth of six inches above and to the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140. Vaults & Handholes - Refer to PSE standard 6775.0040 “Vault and Handhole Installation” - Vaults shall be placed level and 2” above final grade in landscaped areas and flush with final grade when placed in hard surface areas. - A minimum 6” bed of 5/8” crushed rock shall be placed under all vaults. - All conduit entrances shall be grouted. Conductors & Conduit - Refer to PSE standard 6800.6000 “PVC Conduit Installation”. - Unless splices are called for, or otherwise noted or approved, conduit risers shall be plumbed directly to road crossing conduits. - Install insulating caps on all unused primary bushings. - All “spare” conduits shall be capped at each end. 01-18-18 PER LUKE NEELY CELL 253-569-2523: NOTE: RENTON PERMIT & 2 FLAGGERS REQ'D CORE HOURS, LOCATES, OUTAGE ON 3 RESIDENTIAL CUSTOMERS CIVIL CREW 2 DAYS, LINE CREW 1 DAY O#405100 PROBLEM: THE UG SVC TO 1933 SE 17TH CT, RENTON IS B/O. AT HH1 AT ADDRESS 1725: -REPLACE OLD SEC HH & FARGOS WITH A NEW 13" X 24" PE SEC HH & 3-POS FARGOS PER STD 6050.2000 FIG 3 AND DETAILS F & G (HH13350) AT HH2 AT ADDRESSES 1933 / 1932: -REMOVE ONE SECTION OF SIDEWALK -REPLACE OLD SEC HH & FARGOS BEHIND THE FENCE WITH A NEW 30" SQ CONCRETE ANTI-SKID SEC HH & 3-POS FARGOS IN THE SIDEWALK PER STD 6050.2020 FIG 1 AND DETAILS A & B (HH13350AS) -RESTORE SIDEWALK FROM HH2 TO 1932: -SPLICE & EXTEND THE EXIST UG SVC FOR 1932 INTO HH2 NOTE: WHEN THE UG SVC FOR 1932 FAILS IN THE FUTURE, A NEW UG SVC WILL BROUGHT IN FROM SE 18TH CT TO THE SE CORNER OF THE HOME SINCE IT IS A SHORTER DISTANCE. FROM HH2 TO 1933: -REMOVE ONE SECTION OF SIDEWALK -BORE ONE 3-INCH CONDUIT UNDER SIDEWALK OUTSIDE FENCE 73 FEET TO EXIST METER BASE -RESTORE SIDEWALK -PULL NEW 4/0 UG TPLX 73 FEET + 8 FEET TO EXIST METER BASE -ABANDON THE OLD UG SVC GENERAL SPECIFICATIONS Scope of Work GAS PHONE CABLE TV N/A 594119102 N/A N/A N/A 108104510 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior UG Operations Relocation Removal Temporary Job Order Distribution HP Main HP Svc/MSA THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773)101109815N Vicinity Map NOT TO SCALE FOREMAN (CHECK BOX WHEN COMPLETED) PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. Grid, Cable, and Switch numbers INSTALLED & VERIFIED. Field Changes RED-LINED on As-built. Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE. Foreman's Signature _______________________________________________ Print Name ___________________________________ Date ______________ Material VERIFIED and CHANGES noted on Paperwork. Total PRIMARY Cable noted on As-built. Company ID#'s RECORDED in correct location on As-built. Correct QC Checklist(s) reviewed. Deviations noted on the As-built and their reason. I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP L. NEELY 253-395-6866 1/23/18 L. NEELY 253-395-6866 1/23/18 L. ORTIZ 714-893-2405 1/23/18 N/A RENTON ROL-16 / 1933 SE 17TH CT REPLACE B/O UG SERVICE 1933 SE 17TH CT. RENTON, WA 98055 ASPLUNDH CONSTRUCTION CORP. O-405100 101109815 AS NOTED 1/1 KING QCSOKE SE 20-23N-05E 2305E080 2305E088 ROL-162305E080 11361396 101109815 Owner / Developer Contact Info officeATTN: E-Mail: Cell Phone: Project Manager Contact Information: Manager:LUKE NEELY 253-569-2523 LUKE.NEELY@PSE.COM THOMAS GUIDE 656-D5 UNDERGROUND CIRCUIT MAP SCALE: 1" = 50' MAP#: 2305E080 SITE MAP - UNIVERSAL MAP SCALE: 1" = 50' MAP#: 2305E080 ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE MAP#: 2305E088 PSE No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" UNDERGROUND CIRCUIT MAP SCALE: 1" = 50' MAP#: 2305E080 STREET VIEW Luke Neely Luke Neely 253-569-2523 253-569-2523 1/23/18 1/23/18