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Home My WebLink AboutMFP25003127.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP25003127 IVR Number: 25003127 Permit Information Permit Name: Puget Sound Energy - Electric 101185442- Adams RichardAddress/Location:06/23/2025Application Date:3342100630Parcel Number: 923 N 28TH PL Permit Type:07/09/2025Issue Date:Franchise Permit Work Class:07/09/2026Expiration Date:Minor Utility Job Number: 101185442Franchise Type:Electric Description: Puget Sound Energy Electric Crew to park truck at HH1 to swap HH1 on private property. Crew to park truck and access to P01 for disconnect. Contacts Name Address PhoneTypeBilling Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX 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 Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08 Bellevue, WA 98009 B: (888) 225-5773Emergency Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 Specialized 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 425.235.7736) (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 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. 1.Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Potelco, Inc 6905 S 228th St Kent, WA 98466 Please See Attached Katie Zimmerman 6/23/2025 Jenny Chau (253) 208-9480 101185442- Adams Richard 923 N 28th Pl MFP25003127 Monday Friday 8:00am 3:00pm Scott Warlick CED 7/9/2025 Page 2 of 6 | Published: 2/25/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 2/25/2025 APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS: GENERAL •Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State of Washington, including codes and regulations not described in this application. •Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to Washington State Department of Transportation (WSDOT) traffic control plans. •Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. •Indemnify and hold harmless the City 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 TCPs including claims arising from towing of private vehicles and the acts of Applicant’s agents and employees. •Applicant must comply with all conditions of the application. •The City 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. •In the event any claim or suit is brought against City within the scope of this application, Applicant is responsible to pay for legal counsel chosen by the City to defend against same. •No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include construction phasing and sequencing. •Previously approved TCPs cannot be combined into a new TCP without review and approval by the City. •Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with the updated date and time and/or any changes to TCP. •Applicant must have the approved TCP prior to commencing the work. •Approved TCP must be at the work site during work hours. •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. •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. •At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection equipment that meets current City’s standards at Applicant’s expense. •When not in use, temporary traffic control devices shall be removed or covered immediately. It is the Applicant’s responsible to cover any temporary traffic control devices when not applicable for the construction activities. Similarly, when work is suspended for short periods of time, traffic control devices that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City is not responsible for any private property from City assets and identifying the property owner. •Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours. At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times, unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary Page 4 of 6 | Published: 2/25/2025 pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be repaired at Applicant’s expense. •Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street Closure and Street Excavation for details. Applicant is responsible for coordinating with the property owners and/or residents prior to commencement of the work. •Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise approved. •Accessibility for emergency vehicles shall be maintained at all times. PUBLIC OUTREACH •Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430- 7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal) affecting the vehicle detection. •Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures or lane closures. •Applicant shall 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 a minimum of five (5) working days (excluding weekends and holidays) prior to starting any work. •Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140 or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit operations or facilities. Notification information and guidelines can be found at: https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts. WORKING DAYS AND TIMES •Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below for details. •Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal within the traveled way. •If the City determines the closure hours adversely affect traffic during the work, the City may require to adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an arterial street. (See WSDOT Functional Classification Map: https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass) •Applicant may request the City for consideration of extended or modified working hours. Such request must be approved by the City before changing hours of work. CLOSURES •All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances). More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of the Renton Municipal Code (RMC). •Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than five (5) working days in advance of effective date and time, not including holidays, at location(s) as identified in the TCP. Other methods of displaying the messages shall be approved by the City. Page 5 of 6 | Published: 2/25/2025 •Road closure notice messages must include at least the following: ROAD WILL BE CLOSED MONTH/DAY – MONTH/DAY _AM - _PM •Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as the impact of the closure to the public. Applicant shall submit detour plans for road closures to accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road closures shall require additional temporary traffic control including advance notification, approach and detour signage. •Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the bags remain intact and shall replace damaged bags as needed or determined necessary by the City of Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of Renton Transportation Signal Maintenance (425-430-7423) prior to removal. UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS •Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated by City Transportation for the impacts of traffic signal operations and safety. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal operations. TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION •Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for each traffic signal controller to be programmed and tested by City Transportation staff before starting the work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or modification. TEMPORARY NO-PARKING •Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every hundred (100) feet at least seventy-two (72) hours in advance of effective date and time. •Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be attached to each Temporary No Parking Sign on the project site. •Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in this TCP. NIGHT WORK •Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7- 8)for night work. Process may take up to twelve (12) weeks. More information can be found at https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance. •City may require night work for TCPs that have severe traffic impacts on arterial streets. Page 6 of 6 | Published: 2/25/2025 •Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained on an arterial street. •Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will functionally reduce an arterial or high-volume collector street to only one lane of traffic. •The following configurations may require night work: Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high volume of left turns occur. Work at traffic signals that requires shifting two directions of traffic into left turn pockets. Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a single approach to the intersection. Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to the intersection. •If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the TCP. TRAFFIC CONTROL PLAN (TCP) FORMAT •TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings, taper tables and MUTCD illustrations, by themselves, are insufficient. •Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on the complexity of a project. •TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase when more than one TCP layout is submitted. •TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which consist of: Map(s) showing the location of the project and work area. All fonts shall be legible and a minimum 10-point font size. All symbols of viewing or printing shall be clear and contrasting. All streets shall be labeled, and layout must include a north arrow and scale. Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc. Show locations where the standard traffic control plans are applied. STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7ASTOPW20-1ROAD WORK AHEAD W20-4ONE LANE ROAD AHEADX'≥X'≥X'≥W20-7AHH1P0112121212N 28TH PLBURNETT AVE N PARK AVE N923maintain 11' laneRESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURENSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYContact:Job #REVJohn Crofoot425-424-6658John.Crofoot@pse.com1 OF 1 923 N 28TH PL, RENTON, WA0 51538784606/06/2025Notes: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 otherwiseindicated, if indicated use ADA compliant channelization.3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burningType 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 10' for traveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours as per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night timework is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work totake place between _____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANLEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYCHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP POLEHANDHOLEPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-6658MFP25003127 EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 1005 903 919 922 914 910 1002930 10111009 929 1003 923 911 1006 1013 10261020906 917 912 1002 1014 1008 2820 2814 905 900 N 28TH PL DWY 319182-166094 25 kVA 120/240V (A) 319181-166124 25 kVA 120/240V (A) SLAH4767 ROW60'#4 CU#4 CU AAEOP24'ROW50'319160-166122 25 kVA 120/240V (A) 319160-166101 319182-166109 37.5 kVA 120/240V (A) 50'20'CUSTOMER SUPPLIED AND INSTALLED 1-3" SCH'L 80 HDPE GREY PVC CONDUIT ± 70' PSE SUPPLIED & INSTALLED 1-RUN 350 UG TPX ± 85' 90° R=48" CUSTOMER SUPPLIED 4'-5" X 5'-6" WORK PIT W/ 6" BEDDING OF 5/8" CRUSHED ROCK CUSTOMER SUPPLIED 4' X 4' WORK PIT CUSTOMER SUPPLIED 3/4" CUBIC YARD SAND METER DETAIL @ M01 SCALE: NONE HIG 15 32" Typical 24" Min 24"-36" 4'Top View Electric & Joint Utility Work Pit Dimensions 36" Min Drainage Pipe 12" Minimum Clearance from Gas Service Lines Conduit Depth 24" to 36" Max Regulator Gas Meter Assembly 48" 4'8" Service (Permanent Detail:) Not to Scale ConduitEndsClosed 4'8" 24" Min 36" Typical 3' To Trench Property Line Conduit Stakes Customer Provided 3" Schedule 40 Grey PVC Power Cable Conduit Customer Provided Gas Service Line Conduit 3" Conduit Service Riser Customer Provided Elec. Mtr Base Elec Mtr utility provided Gas Meter Relief Vent Building Wall Elec. Mtr Vent Utility Provided Seal 24"-36" SITE SPECIFIC NOTES AT P01: 319182-166109 -EXISTING 45FT CL3 (2004) POLE TO REMAIN -EXISTING 37.5KVA 120/240V XFMR TO REMAIN AT HH1:3-22 -REMOVE EXISTING 13"X24" SECONDARY HAND HOLE -INSTALL (1) 17"x30" PE SECONDARY HAND HOLE PER STD 6050.2000 (HH16350) -INSTALL (3) 6-POS CONNECTOR BARS (MID:7651006) -RECONNECT EXISTING SERVICES M01 AT "923": NEW METER BASE -POTELCO TO INSTALL 200A METER -PSE METER DEPT TO INSTALL 320A METER AT A LATER DATE M02 AT "923": EXISTING METER BASE -REMOVE EXISTING METER ___ 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 Owner / Developer Contact Info officeATTN: RICHARD ADAMS 923 N 28TH PL RENTON, WA 98056 BEN HALE 425-327-1965 101185442GAS PHONE CABLE TV 108163537 PROJECT PHASE PWR NOTIF#ORDER# Superior Retire HH E-Mail: Cell Phone: Project Manager Contact Information: Manager:JENNY CHAU 253-208-9480 JENNY.CHAU@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 J. CHAU 253-208-9480 03-05-25 R.REYNOLDS 253-262-7409 03-05-25 T. MYER 714-893-2405 03-05-25 N/A RENTON ADAMS RICHARD UPGRADE HH, UG SVC REPL (320A) 923 N 28TH PL, RENTON, WA 98056 N/A N/A N/A 101185442 AS NOTED 1 OF 1 KING N/A N/A CSPSKEPM SW 32-24N-05E N/A N/A 2405E127 2405E136 2405E127 HIG-15 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 101185442515387846 CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE HIG-15 12/2024 299.00 195.00 193.00 4 0.00 0.00 303.00 195.00 193.00 SITE PLAN SCALE: 1" = 50' OVERHEAD CIRCUIT MAP 2405E136 SCALE: 6" = 1 MILE JOB SITE POWER GENERAL NOTES - RESIDENTIAL PROJECT 7. 6. 5. 4. 3. 2. 1.All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. Roads shall be paved or have a compacted , crushed rock base in place. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them, or as required by your local municipality. All work is to be done in accordance with local municipal and county permit requirements as applicable. Inclement weather conditions may cause delays in construction times and dates. 8. 9. N Vicinity Map 47.5169, -122.2061 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 E. SCHOTT 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) NEW CABLE & CONDUIT DIAGRAM NOT TO SCALE 10.EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. 00 1"2" 00 50'100' SPAN SPECIFIC NOTES SEE SITE PLAN, ONE-LINE DRAWING, AND TABLES FOR NEW INSTALLS & REMOVALS 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: VAULTS & WORK PITS. -REQUIRED TO PROVIDE 4'-5" X 5'-6" WORK PIT W/ 6" BEDDING OF 5/8" CRUSHED ROCK AT HH1 -REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01 TRENCHING & CONDUIT. -TRENCH & INSTALL ± 70' ONE RUN OF 3" 80 HDPE GREY PVC CONDUIT FROM HH1 TO M01. -REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS. 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 . SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks HH1 HH16350 1 - OH/UG Svc Repl 101185443516038461 108163538 3002989040 Retire Svc 320A Meter 516038465 CIRCUIT FEET ADDED: 0' SQ. FOOTAGE: 3800 SQ FT PANEL SIZE: 320A HEAT TYPE: GAS EST. DEMAND: 22.6kW LRC: 65A % V. DROP: 2.4% % FLICKER: 3.3% SECONDARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE VOLTAGE DROP VOLTAGE FLICKER ASBUILT INFORMATION SIZE LENGTH Design (ft) BENDS SIZE Design Lgth (ft) Foreman - Complete FROM TO (in)90°45°22°11°(1/0,4/0,350)(Percent)(Percent)Actual Amount Installed (Conduit & Cable) HH1 M01 3 70 1 350 85 2.4 3.3 CABLE REMOVAL TABLE SPAN ACTUAL LENGTH REMARKS FROM TO LENGTH CONDUIT HH1 M02 45'4/0 UG TPX SVC - 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. HH1-M01 PLAN VIEW 2" APPROX 30" APPROX17" ELECTRIC 4' - 5" PENTABOLT LOCK COVER 5' - 6"18" SIDE VIEW 4" X 4" KNOCKOUT (2 PLACES) APPROX 27"APPROX 40" 1Ø SECONDARY HANDHOLE EXCAVATION DETAIL Not to Scale 6" CRUSHED ROCK CONDUITS ENTER FROM BENEATH AT ONE END OF THE HANDHOLE 26" MFP25003127 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS