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Home My WebLink AboutMFP21005286DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21005286 IVR Number: 21005286 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:11/01/2021Application Date:0423059410Parcel Number: 1701 REDMOND CT NE Permit Type:11/23/2021Issue Date:Franchise Permit Work Class:11/23/2022Expiration Date:Minor Utility Job Number: 105098671Franchise Type:Electric Description: Puget Sound Energy Electric ADDRESS IS 1633 REDMOND CT NE. THE ADDRESS IS COMING UP ON IMAPS BUT NOT SEEING IT ON THE PORTAL. PICKED CLOSEST TO PER IMAPS. AT V01 CUSTOMER WILL TRENCH AND INSTALL 2" SCH 80 CONDUIT. CREW WILL INSTALL 1 RUN OF APPROX 250' 1/0 UG PRIMARY CABLE. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 C: (253) 905-5031ApplicantX Vicki Henson Potelco Inc 8001 212th St S Kent, WA 98032 B: (253) 863-0484Contractor Business License Number: 5109Electrical Contractor: POTELI*344O4 Construction Contractor: POTELI*227PL DEVERA WENDELL C+MARIA C 1701 REDMOND CT NE RENTON , WA 98056 Owner Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 C: (253) 905-5031Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 1ϭ/Ϯϱ/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.܆ A copy of the Traffic Control Plan (TCP) Application form. 2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ܆ Include map(s) showing the location of the project and work area. ܆ Be legible lettering and clear, contrasting, symbols of viewing or printing. ܆ Must indicate street names, and north arrow and scale. ܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ܆ Types of plans required: ܆ Work hour plan – show all mobility impacts during construction hours. ܆ Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ܆ Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ܆ Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering 4 4 4 4 4 4 4 4 4 4 4 105098671 1801 REDMOND PL NE Monday Friday 8:00am 3:00pm PLEASE SEE ATTACHED POTELCO, INC 425 892 0416 JORDAN.WOLLENMAN@PSE.COM 6905 S. 228TH ST KENT, WA 98032 MFP21005286 Scott Warlick CED 11/22/2021 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019 APPLICANT AGREES TO ALL THE FOLLOWING: x TCP must be approved prior to commencing the work, and all permit conditions shall be met. x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). x Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. x Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant’s agents and employees. x The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. x Approved Temporary TCP must be at the work site during work hours. x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. x Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. x Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date CORRIE RYDBERG 1633 Redmond Ct NE Renton WA 98056 USA 15 15 REDMOND CT NENE 19TH ST V01 V02 UTILITYWORKAHEADW21-7100'ROADNARROWSW5-1100'PLACE SIGNSBOTH SIDES OFWORK AREAFROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARKFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK WORK PIT 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 TEMPORARY TRAFFIC CONTROL PLAN N Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 10/12/2021 105098671 0 1633 REDMOND CT NE, RENTON, WA MATLOCK HIGHBARGER 808-375-4152 MATLOCK.HIGHBARGER@PSE.COM 1 OF 4 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. MFP21005286 3807 1719 1713 1707 1701 16151627 1621 REDMOND CT NELOT 1 ROW 40' A PRE 14 318792-167056 50 kVA 120/240V (B)BØAEZ447LOT 2 LOT 3 318783-167045 25 kVA 120/240V (B) BØEIV755 PARCEL #0423059032 1707 1701 REDMOND CT NEA 318792-167056 50 kVA 120/240V (B) 5' 6' 28' 40' ROW SIDEWALKSIDEWALKSIDEWALKBØEIV755 EOPEOPEOPEOP SITE PLAN SCALE: 1" = 50' CUSTOMER DEVELOPMENT NOTES: A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY. **DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL** CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING: CROSSING/BORING. -OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS. -CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. -PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT OF WAY. -EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY. TRENCHING & CONDUIT. -INSTALL ± 200' OF 1-3" SCH'L 80 GREY PVC CONDUIT FROM V01 TO A. -PROVIDE TRENCH FROM A TO V02. -PROVIDE TRENCH FROM V02 TO S2. -REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL CONDUITS. VAULTS & WORK PITS. -REQUIRED TO PROVIDE 4' X 4' WORK PIT AT V01. -REQUIRED TO PROVIDE 6’ X 6’ WORK PIT & 6" CRUSHED ROCK AT V02. JOB SITE READINESS. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. - IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT. -IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS . N Vicinity Map 47.50695, -122.16804 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.JOB SITE ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required"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) SITE SPECIFIC NOTES AT V01: 318792-167056 -EXISTING STRUCTURE & 50KVA 120/240V TRF TO REMAIN -INSTALL (1) 12kV ELBOW KIT (6041.1000; ELB10J) -INSTALL CABLE TAG BØEIV755 AT V02: 318783-167045 -INSTALL (1) 36" X 42" X 38" MINI-PAD UNISTRUT HH W/ GROUNDS (6045.1010; MINU1SR) -INSTALL (1) 25KVA PADMOUNT TRF (MID: 6247000) -INSTALL (1) 12kV ELBOW KIT (6041.1000; ELB10J) -INSTALL (1) DUST CAP (MID: 7630600) -INSTALL (3) #6-350 KCMIL SECONDARY CONNECTION BLOCKS (MID: 4842001) -INSTALL CABLE TAG BØEIV755 -INSTALL GRID #318783-167045 AT S1: "LOT 2": -INSTALL (1) 3" STUBOUT AT S2: "LOT 3": -INSTALL (1) 3" STUBOUT SPAN SPECIFIC NOTES -FOR NEW INSTALLS PLEASE REFER TO TABLES BELOW. PROJECT SCOPE PRIMARY LINE EXTENSION FROM V01 TO V02. 25KVA PADMOUNT TRF INSTALLATION WITH (2) STUBOUTS. 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 J. WOLLENMAN 253-234-6395 09/23/21 C. BRERETON 253-499-2342 09/23/21 E. SCHOTT 714-893-2405 09/23/21 RW-124110 RENTON DALPAY SHORT PLAT 1Ø PRI L/E TO NEW PM TRF, INSTALL 2 STUB OUTS 1633 REDMOND CT NE, RENTON, WA 98056 N/A N/A N/A 105098671 AS NOTED 1 OF 2 KING N/A N/A CSPSKEPM SE 4-23N-05E N/A N/A 2305E016 2305E040 2305E016 PRE-14 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A E-Mail: Cell Phone: Project Manager Contact Information: Manager:JORDAN WOLLENMAN 206-305-6965 JORDAN.WOLLENMAN@PSE.COM GAS PHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER#105098671Owner / Developer Contact Info officeATTN: JAMES W. DALPAY PO BOX 2436 RENTON, WA 98056 JAMES W. DALPAY 206-399-6302 PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)QTY. DESIGN LENGTH (FT) BENDS PULL (LBS) PULL REV (LBS) CABLE SIZE DESIGN LENGTH (FT) PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE V01 A 2 1 200'1 ------ A V02 2 1 60'1 ----- V01 V02 2 1 2 113 108 1/0AL JKT 280'-EIV755 - 2" PVC (FT) & BENDS =260'2 0 0 0 1/0 AL JKT TOTAL (FT) =280' 510823001 105098671Superior CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-14 06/2021 384.25 417.50 414.50 0.00 3.10 0.00 384.25 420.60 414.50 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (PM) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information 25kVA 120/240v 6247000 V02 318783-167045 10. 9. 8. 7. 6. 5. 4. 3. 2. 1.THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCH PROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITES SUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVE STABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FOR VAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4" BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IF REQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FOR DISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALL TRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE. ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTH INDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLED TO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARY CABLES PER THE CIRCUIT ONE-LINE DIAGRAM. UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROAD CROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ON WORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PER PUGET SOUND ENERGY STANDARDS. AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES IN CONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES IN CONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3) MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE. (EXCAVATION: 3' SQ.) AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT. AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OF STANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TO EXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THE STREET LIGHT STANDARDS. ) INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMES AND DATES. POWER GENERAL NOTES - PLAT PROJECT 11. Vault & Equipment Table Site Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-Complete (Include Transformer Phase Tapped and Test Secondary Voltage) LB DC V02 318783 167045 36X42X38 Unistrut HH Matid: 7663001 25KVA PM TRF 120/240 Matid: 6247000 1 1 E40' ROW CL W NOT TO SCALE CROSS SECTION - REDMOND CT NE LOOKING NORTH PARTIAL SITE PLAN SCALE: 1" = 20' 00 1"2" 00 50'100' SCHED.SQ. FT. MAX LRC = CIRCUIT FEET ADDED: 260' 27 7,000 115 AMPS 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) V02 LOT 2 4/0 10 3 20 0 0 0 0 1.9 3.3 V02 LOT 3 4/0 30 3 0 1 0 0 0 1.9 3.5 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS MFP21005286 318792-167056 50 kVA 120/240V (B) 318783-167045 25 kVA 120/240V (B) A PSE INST. 1-RUN 1/0 UG JKT CABLE ± 280' (BØEIV755) PSE INST. 1-RUN 4/0 UG TPX ± 10' PSE INST. 1-RUN 4/0 UG TPX ± 30' 318792-167056 50 kVA 120/240V (B) 318783-167045 25 kVA 120/240V (B) 4' X 4' WORK PITCUSTOMER SUPPLIED 1-2" SCH'L 80 CONTINUOUS PVC CONDUIT ± 200' A 1-2" DB-120 CONTINUOUS PVC CONDUIT ± 60' CUSTOMER SUPPLIED & INST. PSE SUPPLIED & INST. PSE SUPPLIED 1-3" DB-120 DISCONTINUOUS PVC CONDUIT ± 20' 6' X 6' WORK PIT CUSTOMER SUPPLIED 6” BED OF CRUSHED ROCK CUSTOMER SUPPLIED 10509867110' 10' APPROVED TRANSFORMER AREA 10' TRANSFORMER CLEARANCES FROM COMBUSTIBLE SURFACESCOMBUSTIBLE BUILDING WALLS AND ROOFTOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts VAULT & EXCAVATION DETAIL Not to scale 6045.1000 1950 lbs TV & TEL Electric Service Cable in Conduit 3" Schedule 40 Grey PVC Excavated Dirt Pile Final Grade 24" Min 24" Min to 36" Max Cover Backfill for Conduit Free of rocks larger than 8" in diameter Separation 12" Min in Conduit Schedule 40 Yellow PVC Gas Service Line 32" Typical (Power, Gas, Phone & Cable) Separation 12" Min 12" Min Separation 36" MINIMUM COVER IN RIGHT OF WAY JOINT TRENCH DETAIL Joint Service Line in Conduit (NTS) To Excavated Dirt Pile Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris, glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter. FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS. 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PADMOUNT TRANSFORMER AND VAULT CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 1.5' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA Not to scale 1.5' MIN 3' MIN 3' MIN 3' MIN 10' MIN 3' MIN ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER 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) 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 J. WOLLENMAN 253-234-6395 09/23/21 C. BRERETON 253-499-2342 09/23/21 E. SCHOTT 714-893-2405 09/23/21 RW-124110 RENTON DALPAY SHORT PLAT 1Ø PRI L/E TO NEW PM TRF, INSTALL 2 STUB OUTS 1633 REDMOND CT NE, RENTON, WA 98056 N/A N/A N/A 105098671 AS NOTED 2 OF 2 KING N/A N/A CSPSKEPM SE 4-23N-05E N/A N/A 2305E016 2305E040 2305E016 PRE-14 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Excavated Dirt Pile Final Grade 24" Min Backfill for Schedule 40 Conduit (NO Rocks over 10" Diameter or foreign objects)Separation 12" Min 18" Min JOINT TRENCH DETAIL Primary-Schedule 80 (NTS) 48" Max 36" Min Cover Phone & TV Primary Power Cable in Customer Provided Schedule 80 Conduit ROADSIDE To Excavated Dirt Pile JOB SITE SCALE: 6" = 1 MILE OVERHEAD CIRCUIT MAP 2305E040 UNDERGROUND CIRCUIT MAP 2305E016 NOT TO SCALE JOB SITE NEW CABLE DIAGRAM NOT TO SCALE NEW CONDUIT DIAGRAM NOT TO SCALE 42" 45°42" 1' 45°Property LineRoad Side Top View of Mainline Trench for Single Stubout Location 3'Property LineRoad Side Top View of Mainline Trench for Pedestal or Double Stubout Location 42"45° 3' 45° STUBOUT EXCAVATION DIMENSIONS Not to scale SERVICE STUBOUT DETAIL NOT TO SCALE MFP21005286