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HomeMy WebLinkAboutP_Design_101112382_V1_180712N Vicinity Map 101112382OVERHEAD CIRCUIT MAP (2306E076) SCALE: 6" = 1 MILE 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. 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. 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. SCALE: NONE UNIVERSAL MAP (2305E054) No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" Renton 14 POLE RELOCATION PSE CAPITAL PROJECT GENERAL SPECIFICATIONS Scope of Work PSE project limits 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. OVERHEAD CONSTRUCTION Poles & Structures - Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the center of the pole. - All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. - Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. - Install grid numbers on all new and existing poles as shown on sketch. - Straighten existing poles as indicated or as necessary. - Treat all field-drilled poles with copper napthenate wood preservative. - Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore area similar to adjacent landscaping. Conductors & Equipment - Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set, unless otherwise indicated on this sketch. - Transfer existing transformers to new poles unless otherwise indicated on this sketch. - Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites being worked within the scope of the project where they are currently missing. - Use 397 AAC and Ampact connectors for all bare conductor feeder jumpers and 600 amp switch jumpers. Install tree wire conductor for jumpers on all poles that are double deadended with tree wire. - Apply grit inhibitor on all Ampact, stirrup, and dead-end connections. - Connect primary taps and transformers to same phase as existing unless otherwise shown on the drawing. - All neutral connections to be made with solid compression connectors. Connect all pole grounds to common neutral. - Use Load-interrupter cutouts (with arc shields) on all primary overhead and underground taps with fused protection above 40T. - Install Wildlife Protectors on all transformers. 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. Owner / Developer Contact Info officeATTN: Renton 4, LLC/Mundy Jo Holdings, LLC 2800 156th Ave SE Suite 120 Bellevue, WA 98007 Michael Crowson 206-972-6711PHONE CABLE TV 505920574 101112382 583059471 108106542 PROJECT PHASE PWR NOTIF#ORDER# Superior Removal OH Expense 593195929 Xfmr Removal LEGEND CONDUIT RISER OVERHEAD TRANSFORMER JUNCTION VAULT/JUNCTION BOX NEW CONDUCTOR AND OR TRENCH LINE DISCONNECT - FUSED PULL VAULT OR SPLICE VAULT EXISTING POLE DOWN GUY DISCONNECT - UNFUSED NEW POLE PADMOUNT TRANSFORMER SECONDARY HANDHOLE EXISTING CONDUCTOR TO BE REMOVED OR ABANDONED STREET LIGHT TOTAL UNDERGROUND TRANSFORMER ENERGY CUSTOMER DEMAND POINT OR OR OR OVERHEAD JUMPER CONNECTION E-Mail: Cell Phone: Project Manager Contact Information: Manager:Lee Brown 425-417-8620 lee.brown@pse.com 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 Lee Brown 425-417-8620 05/07/18 Joanna Yang 206-503-0706 05/07/18 N/A N/A N/A Joanna Yang 206-503-0706 05/07/18 N/A RENTON RENTON 14 POLE RELOCATION 6201 NE 4TH ST, RENTON WA 98059 N/A N/A N/A 101112382 AS NOTED 1 of 2 KING N/A N/A CSPSKEIN NW 14-23N-05E N/A N/A 2305E054 2306E076 N/A MAP-16 COMCAST DANIEL LAROCHE 253-358-5460 CENTURYLINK/QWEST KENNETH LUU 206-346-0144 T-MOBILE 360-440-0003 PSE PROJECT MANAGER LEE BROWN 425-417-8620 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) mcrowson@mjhdevco.com e-mail SITE SITE PLACE PEA GRAVEL BAGS (MID 9995892) FOR SEDIMENT TRAP PLACE STRAW MULCH ON DISTURBED AREAAUGERED HOLE POLE TYPICAL AUGERED WORK SITE - 0150.3200 TECHNIQUES FOR EROSION AND SEDIMENT CONTROL DITCH OR SENSITIVE AREA SITE REMOVE CUSTOMER OWNED SERVICE POLE UNMETERED BARN CUSTOMER OWNED SERVICE WIRE TO BE REMOVED CUSTOMER OWNED SERVICE WIRE TO BE REMOVED42'ROWNE 4TH STREET 84 FEED MAP 16 MAP 17 MAP 16 Aɸ FOREIGN OWNED #2ACSROH SEC TPXT-MOBILE CELL TOWER TO REMAIN 336.4MCM ACSR 336.4MCM ACSR NEW TRANSFER U018043703 SITE PLAN 101112382SCALE: 1" = 20' MATCHLINE SEE THIS PAGE AA 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 Lee Brown 425-417-8620 05/07/18 Joanna Yang 206-503-0706 05/07/18 N/A N/A N/A Joanna Yang 206-503-0706 05/07/18 N/A RENTON RENTON 14 POLE RELOCATION 6201 NE 4TH ST, RENTON WA 98059 N/A N/A N/A 101112382 AS NOTED 2 of 3 KING N/A N/A CSPSKEIN NW 14-23N-05E N/A N/A 2305E054 2306E076 N/A MAP-16 COMCAST-EVERETT DANIEL LAROCHE 253-358-5460 CENTURYLINK/QWEST KENNETH LUU 206-346-0144 T-MOBILE 360-440-0003 PSE PROJECT MANAGER LEE BROWN 425-417-8620 MATCHLINE SEE THIS PAGE AA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 318074-167834 37.5 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P2A 318079-167833 45 3 2018 PSE Equip # POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P04 318061-167832 40'1966 WIRE REMOVAL TABLE Location Wire Size & Type Quantity Length (per conductor)RemarksFromTo P02 P03 #2 ACSR PRI/NTRL 2 105' P03 P04 OH SEC TPX 1 180' 210 Total Feet (#2ACSR PRI/NTRL) Removed 180 Total Feet (OH SEC TPX) Removed Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information 25kVA 120/240v 6211250 P2A 318079-167833 CONSTRUCTION NOTES P2A NEW 315965-165051 -INSTALL NEW 45'CL3 POLE & GROUNDS, AS STAKED (PD453) 6010.1000 -INSTALL NEW DEADEND FRAMING (1ɸ - #2ACSR) (DE2115) 6031.1040 -INSTALL NEW 25 KVA TRANSFORMER (TRFNXF) 6025.1000 --TAP Aɸ & FUSE AT 10T -INSTALL NEW 2'' SECONDARY RISER (RIS2CSS) 6042.1000 -INSTALL NEW 10'' SINGLE HELIX ANCHOR SOUTH; L = 10 FT (ANDH1) 6012.1000 -INSTALL NEW 3/8'' PRIMARY DOWN GUY (GYD3SA) 6013.0100 -INSTALL NEW 3/8'' NEUTRAL DOWN GUY (GYD3SAN) 6013.0100 -INSTALL NEW GRID NUMBER IP1 -INTERCEPT EXISTING SERVICE CABLES AND RE-ROUTE TO NEW H01 SPAN NOTES P02 TO P2A -TRANSFER EXISTING #2ACSR PRIMARY/NEUTRAL FROM P01 2-23 2-24 2-24 2-26 2-27 2-129 NEW NEW 1-2'' NEW 4/0 UG TPX 101112382UTILITIES 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 Lee Brown 425-417-8620 05/07/18 Joanna Yang 206-503-0706 05/07/18 N/A N/A N/A Joanna Yang 206-503-0706 05/07/18 N/A RENTON RENTON 14 POLE RELOCATION 6201 NE 4TH ST, RENTON WA 98059 N/A N/A N/A 101112382 AS NOTED 2 of 3 KING N/A N/A CSPSKEIN NW 14-23N-05E N/A N/A 2305E054 2306E076 N/A MAP-16 COMCAST-EVERETT DANIEL LAROCHE 253-358-5460 CENTURYLINK/QWEST KENNETH LUU 206-346-0144 T-MOBILE 360-440-0003 PSE PROJECT MANAGER LEE BROWN 425-417-8620 SIDE VIEW 15" 23-1/4" 32-3/4" 2" Captive L-Bolt Lock Cover, 10 lbs 24" Approx Approx 13" Customer's service conductors 4-3/4" X 4-3/4" KNOCKOUT IN 2 PLACES Conductors enter from beneath and shall be folded back with handhole Set handhole flush to final grade Captive L-Bolt Lock Cover SINGLE PHASE SECONDARY HANDHOLE Not to scale 6" to 12" Under Normal Conditions 40" Min for Single Helix 65" Min for Triple Helix Not To Scale ANCHOR DETAIL - SINGLE HELIX JOINT TRENCH DETAIL NOTES: 1. If the final backfill contains rocks greater than 8 inches in diameter , install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller , install 6 inches compacted sand shading across the full width of the trench. * 2. Rocks greater than 10 inches diameter are not permitted in the final backfill. 3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line. 4. Utilities shall not be stacked over the gas line in the trench. 5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies. * Alternatives to full-width trench shading require PSE approval. Primary & Secondary-Mainline Gas & Communications (NTS) Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill Gas 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits 6" or 12" Min Sand Shading Over Gas after Compaction 12" Min R/W or Excavated 12" Typical Power Secondary Power TV & TEL 12" Min 12" Min Separation 4,5 1,2 1 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 CABLE AND CONDUIT DIAGRAM NOT TO SCALE NOT TO SCALE TYPICAL POLE WITH RISER DETAIL Schedule 80 Bend Ground Line 10' (Overall) Schedule 80 Conduit8' Min. 20' DB 120 Conduit 36" Primary 24" Secondary Note: Schedule 80 conduit shall extend a minimum of 8' above and 12" below ground line. Ground Line Common Neutral 6" Minimum above common neutral. even with the common neutral for secondary. 12 13 10 11 3 5" Min. 5 6 7 1 4 2 CL Climbing Space Climbing Space Direction of Vehicular Traffic 5" Min. Conduit Conduit Clamp Standoff Bracket 15" Min Length Field Face Quadrant Road Face Quadrant SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE Assumed Lot Corner CONDUIT VOLTAGE DROP VOLTAGE FLICKER ASBUILT INFORMATION SIZE LENGTH Design (ft) SIZE LENGTH Design (ft) BENDS Foreman - Complete FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable) P2A H01 4/0 60 2 30 1 1.0 1.8 SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H01 Handhole 2 HH16350 2-34 2-36x30 2-54Ax60