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Home My WebLink AboutMFP25002468.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP25002468 IVR Number: 25002468 Permit Information Permit Name: Puget Sound Energy - Electric 105107531- Hazen High School ModernizationAddress/Location:05/16/2025Application Date:1023059278Parcel Number: 1101 HOQUIAM AVE NE Permit Type:09/17/2025Issue Date:Franchise Permit Work Class:09/17/2026Expiration Date:Minor Utility Job Number: 105107531Franchise Type:Electric Description: Puget Sound Energy Electric Crew to install riser and termination on PO1 (318497 167371). Customer to trench and install conduit from PO1 to exit right north. Crew to pull cable thru customer installed conduit. Restoration per City of Renton standards. 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 5/16/2025 Katie Zimmerman 105107531-Hazen High School Modernization 1101 Hoquiam Ave NE Jenny Chau 253-208-9480 Monday Friday 8:00am 3:00pm MFP25002468 Scott Warlick CED 9/17/2025 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. NE 10TH STGRAHAM AVE NE FIELD AVE NENE 9TH ST131315151515P01PV1W20-1ROAD WORK AHEAD W21-5SHOULDER WORKX'≥X'≥W20-1ROADWORKAHEADX'≥FROM TOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS ALONG WORK AREA11 11 HAZENHIGHSCHOOLWORK IN PRIVATE PROPERTY0'50'25'NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVYURIY BASHTOVOY425-424-6425yuriy.bashtovoy@pse.com1 OF 11101 HOQUIAM AVE NE , Renton ,WA 98059 0 51498228604/29/2025Notes:1. All signs and spacing to conform to theMUTCD and King County standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated, ifindicated 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" (48" x 48"on 45 mph and over roadways) andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flaggers shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. IS 6 100071Card Exp. 10/10/28John.Crofoot@pse.com(425)424-6658MFP25002468 INGRESS & EGRESS EASEMENT REC. NO.20010529001667 SEWER EASEMENT REC.NO.20010529001666 SHIPPINGCONTAINER 6'GATE 6'CLF 4'CLFCRW4"PERFORATED PVC(TYP)(R)4"PERFORATED PVC(TYP)(R)4"PERFORATED PVC(TYP)(R)RAMP~ASPH~6'AW 6'AW6'AW ~GRAVE L~ 4"DEC 4"DEC "POOL PARKING ONLY" 22'DWY WMW(P)6"W(P)NO SIGNAL TO THENORTH(07/10/24) 10" D I W ( P ) 10"DI W(P) 10"DI W(P) 10 " D I W ( R ) W(P)W(P)W(P)W(P)8"W(R) WM(2)W(P)W(P) 8"W(R)8"W(R) W(P)10"DI W(R)W(P) W(P)W(R)CB TYPE 1RIM:459.90'IE 10"ADS(W):456.60'IE 10"PE(NE):456.55'BTM:455.20' CB RIM:470.01'IE 4"IP ELBOW TRAP(N):467.55'IE 4"PE(S):467.50' BTM:466.55' CB RIM:462.89'IE 6"PE(S):460.20'H2O LEVEL:460.30'BTM:458.85' CB RIM:463.26'(NO PIPES VISIBLE)*FILLED W/DEBRIS SDMH RIM:464.05'IE 12"PE(N):450.50'IE 8"CP(NE):459.75'IE 12"PE(S):450.55'IE 8"PE(W):458.75'H2O LEVEL:450.85'BTM:449.55' SDMH RIM:470.40'IE 8"CP(NE):455.40'IE 8"CP(SW):454.90'IE 6"PE(W):466.75'H2O LEVEL:454.90'BTM:454.65' CB RIM:469.87'IE 6"PE(E):468.25'IE 4"PE(SE):468.25'IE 4"IP(S):468.25'H2O LEVEL:468.25'BTM:466.85' IE 8"PVC(W):463.70'IE 8"PVC(E):461.36'8"PSD CB TYPE 1RIM:462.89' IE 6"PE(N):461.19'H2O:460.19'BTM:459.24'6"PSDCB TYPE 2(W/ CHIMNEY COVER)RIM:463.75' IE 8"PE(NE):459.75'IE 8"PE(N):458.00'IE 8"PVC(E):457.90'H2O:457.90'BTM:456.55' 8"PSD8"PSD8"PSDCB TYPE 1RIM:463.58'IE 8"PE(SW):462.38'BTM:460.28' CB TYPE 1RIM:463.07'IE 8"PE(N):458.67'IE 8"PE(S):458.67'BTM:457.07'8"PSDCB TYPE 1RIM:463.46'IE 8"PE(S):459.21'BTM:457.46' SDMH RIM:468.91'(W/ CHIMNEY COVER)IE 12"CP(N):447.51'12"CP(W)(R)12"CMP(S)(R)H2O:447.51'BTM:445.41'12"PSD12"PSD12"PSD(R)12"PSD4"PS D 6"PSD(R)IE 10"ADS(E):455.41'IE 10"PE(W):455.41'10"PSD 12"PSD4"PSD4"PSD12"PSD12"PSDCB RIM:469.94' H2O:449.35' BTM:447.9' 12"PSD(R) INLET (ROUND) RIM:462.60'IE 4"PVC W/CAP(N):461.65'H2O:461.65'BTM:459.80' SDCO4"PS D CB(R)4"PSD(R)4"P S D ( R ) CB TYPE 1RIM:459.90'IE 10"ADS(W):456.60'IE 10"PE(NE):456.55'BTM:455.20' SSCO SSMH RIM:470.47'IE 8"CP(E):459.80'IE 8"CLAY(W):459.60' SSCO SSMH RIM:464.26'8"CP(N,NE,S)COC:450.75' SSMH RIM:470.49' 8"CP(NE,SW)COC:455.05' SSMH RIM:469.06'(W/ CHIMNEY COVER) 8"CP(N)8"VC(W)(R)8"DI(E)(R) COC:446.26'8"SS8"SS8"PSS8"PSS(R)8"SS8"PSS 8"PSS SSMH RIM:476.51'8"CP(E,W),8"PE(S)IE 8"PE(S):462.60'COC:447.60' 8"PSS(R)8"PSS(R)8"-10"SSOHT OHP OHP&T OHP&T OHP&T OHP&T IRRIGATIONACCESS LID ICB ICB(2)ICB ICB(2)IRRIGATIONACCESS LID 2"G(P)2"G(P) 2"G(P)2"G(P)2"G(P)G(R)G(R)4"G(R) 4"G(R)4"G(R) SL EV ECD(P) NO SIGNAL(06/2024)ECD(P)ECD(P)PP CD Ecd(P) Ecd(P) SLHH PP EJBOX ELECTRICAL CABINETECD(P)ECD(R)30'30.0'FENCE COR ISON ⅊ FENCE CROSSES ⅊ FENCE CROSSES ⅊PARCEL C PARC EL I LOT 2 CITY OF RENTON LLA NO. LUA-00-148-LLA, REC. NO. 20010529900002 PARCEL NO.:102305-9094OWNER:FACILITIES & OPERATIONS CTR 15' UTILITY EASEMENTREC. NO. 20060303000926 BENCHMARK "E"SET CHISELED "□"IN TBCTOP TOP TOP TOPTOPTOPTOP TOP TOP TOP TOP TOE TOETO ETOETOE TOE TOE BRK BRKBRKBRK BRK 6"DEC10"DEC 8"DEC 8"DEC 6"DEC 5.0' HT STUMP 14"DEC 12",14",16"DEC 8"DEC 6"DEC 6"DEC 6"DEC 22"PINE 18"PINE 18"PINE 20"PINE 22"PINE 18"PINE 26"CON 24"CON BENCHBENCHBENCHCSMETAL GRATE RUNNING TRACKSURFACEMISC. MH BENCH3 ROW BLEACHER3.3' HT PADDED WOOD BACKSTOP CS BENCH 3 ROW BLEACHERWOODRAMP3 ROW BLEACHERRUNNING TRACKSURFACERUNNING TRACKSURFACERUNNING TRACKSURFACERUNNING TRACKSURFACE FLAGPOLE 5 ROW BLE A C HE R HOME PLATE COL BEN C H CSCS "RESERVEDPARKING" "NO PARKING FIRE LANE" "NE 10TH ST""FIELD AVE NE" "HANDICAPPED PARKINGONLY" ROCKERY CRW CRWCRWBRW CRW CRW CRW6"CRW CRW 10-PS 9-PS ~GRAVEL~~GRAVEL~~DIRT~ ~DIRT~ ~DIRT~ ~DIRT~~GRAVEL~BASEBALL DIAMOND 4'CLF6'CLF6'CLF6'CLF4'CLF4'GATE 4'GATE 4'CLF 10'CLF 4'CLF10'CLF10'CLF4'CLF GATE 9'CLF 10'CLF GATE 4'GATE 10'CLF 4'CLF10'CLF 10'CLF 4'CLF GATE4'CLF4'CLF4'CLF4'CLF4'CLF4'GATE 4'CLF 8'CLF 10'CLFGATE4'CLF30'CLF 30'CLF9'CLF4'CLF4'CLF 6'CLF4'CLF 4'CLF 4'CLF 6'CLF 4'C L F FFE:472.16' 6" C C6"CC6"CC 6"CC 6"CC 6"CC 6"CC 6"CC & 12"CG 6"CC & 12"CG CC&CG CC&CG 11.2'CW ~CON C ~ ~CONC~ ~CONC~ 5'CW 5'CW CONCRETE EDGINGCONCRETE EDGINGCONCRETE EDGINGCONCR E T E E D GI N G 5'CW 18'DWY 18'DWY 5'CW 5'C W ~CONC ~ ~CONC~ CON C R E T E E D G I N G BLRD(2) BLRD BLRD SHEDSHED 82.5' 45.3'40.5'106.6'16.2'50.0'50.0'29.6'~ASPH ~ ~ASPH ~ ~ASPH ~ ~ASPH ~ ~ASPH ~~ASPH~~ASPH~~ASPH ~ ~ASPH ~ ~ASPH ~ ~ASPH ~ ~ASPH~ N.E. 10TH ST.( A DEDICATED PUBLIC RIGHT OF WAY) 318570-167382 1500 kVA 277/480V (ABC) 318504-167384 318497-167371 X1023 T95419 (65T)318480-167412 25 kVA 120/240V (A) PRE 14 CBANCBAN#4CU #2ACSR ROW 60' 318504-167384 318570-167382 1500 kVA 277/480V (ABC) 318497-167371 X1023 T95419 (65T) CUSTOMER PROVIDED 9' X 11' WORKPIT W/ 6" BEDDING OF CRUSH ROCK CUSTOMER PROVIDED AND INSTALLED 1-4" HDPE CONTINUOUS CONDUIT ±650' CUSTOMER PROVIDED 4' X 4' WORKPIT CUSTOMER PROVIDED 11' X 11' WORKPIT W/ 6" BEDDING OF CRUSH ROCK CUSTOMER PROVIDED AND INSTALLED 1-4" SCH'L 80 CONTINUOUS CONDUIT ±170' CUSTOMER PROVIDED TRENCH 90° R=60"±130'±5'90° R=60"±35'318504-167384 318570-167382 1500 kVA 277/480V (ABC) 318497-167371 X1023 T95419 (65T) PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT CABLE 870±' (AØEKA493) (BØEKA494) (CØEKA495) SITE PLAN CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-14 6/24/2024 395 333 428 43 43 43 438 376 471 SCALE: 1" = 50' 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) CIRCUIT FEET ADDED: 820'SITE SPECIFIC NOTES P01 EXISTING 318497-167371: - EXISTING 1969 45FT CL-1 POLE TO REMAIN - INSTALL 3Ø 200A TERMINATION TSU3L1F, 6043.1000 - INSTALL (3) STIRRIPS (MID:2254100) - INSTALL (3) 65T FUSES (MID:3412600) - INSTALL SWITCH# T95419 - INSTALL (1) 4" RISER ON NEW STANDOFF BRACKET RIS4CSS, 6042.1000 PV1 NEW 318504-167384:3-20 - INSTALL HH 5' X 7' X 7' W/42" MH SVTBMH, 6051.1500 - INSTALL GRID# V01 NEW 318570-167382: 3-19B, 1-08 - INSTALL 7' X 7' X 6'-2" VAULT W/ 8' X 10' COVER PM3P12D, 6045.5000 - INSTALL 8' X 10' COVER (MID:7917900) - INSTALL GALVANIZED LADDER RACK (MID:9997916) - SET 1500KVA, 277/480V PM XFMR (MID:6259400) - INSTALL (3) L/B ELBOWS ELB10J, 6041.1000 - INSTALL (8) #501 - 7500KCMIL SECONDARY CONNECTOR BARS (MID: 7651003) - INSTALL (64) BOLT KITS (MID:7651008) - INSTALL GRID # - CONNECT CUSTOMERS OWNED, INSTALLED, & MAINTAINED 10 - RUNS 600KCMIL M01 NEW: # W MAIN - PSE METER DEPT TO INSTALL (1) METER ON 3000A PANEL SPAN SPECIFIC NOTES SEE SITE PLAN, TABLES AND ONE LINES FOR INSTALL CONDUIT DIAGRAM NOT TO SCALE 00 1"2" 00 50'100' CABLE DIAGRAM NOT TO SCALE LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: 327,500 3000A ELECTRIC 1012KW 65A 2.9% 0.2% V01 ( XFMR 1) CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE PANEL # OF METERS SOURCE # OF RUNS WIRE SIZE REMARKS M01 1 V01 10 600KCMIL ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE 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 1500kVA 277/480v 6259400 V01 318570-167382 E-Mail: Cell Phone: Project Manager Contact Information: Manager:Jenny Chau 253-208-9480 jenny.chau@pse.com 514982286 PSE Locates Req'd Developer Locates Req'd Yes No Yes YesFlagging Req'd Outages Req'd JOB SITE N Vicinity Map 47.4993,-122.1547 Superior NOTIF# PWR PROJECT PHASE 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.105107531105107531 Svc Meter OP 104368776 3003029472 Owner / Developer Contact Info officeATTN: RENTON SCHOOL DISTRICT 300 SW 7th St Renton WA. 98057 BEN PREHODA 206-406-6121 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. VAULTS & WORK PITS. -PROVIDE A 4' X 4' WORK PIT AT P01. -PROVIDE A 9' X 11' WORKPIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT PV01. -PROVIDE A 11' X 11' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT V01. TRENCHING & CONDUIT. -INSTALL ±170' 1-4" SCH'L 80 GREY PVC CONDUIT FROM P01 TO PV1 -INSTALL ±650' OF 1-4" HDPE CONDUIT FROM PV1 TO V01. -REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS. GUARD POSTS. -CUSTOMER REQUIRED TO INSTALL GUARD POSTS AS SEEN ON PAGE #3 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 . 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 JURISDICITON REQUIREMENTS. FAULT CURRENT TABLE 3Ø PM TRANSFORMERS (480Y/277V) 277V WINDINGS 480V WINDINGS LOCATION SIZE R/X MIN. %Z FAULT CURRENT MIN. %Z FAULT CURRENT V01 1500kVA 0.1 --5.30 34,000 AMPS POWER GENERAL NOTES - COMMERCIAL PROJECT 8. 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. 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. Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits and crossings from the individual unit's meter base to the designated connection point on private property. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. Primary Cable & Conduit Table (Foreman to Complete) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.)AS BUILT INFORMATION From To Size (in) Qty Design Length (ft) Actual Length (ft) TYPE BENDS PULL (lbs) PULL Rev (lbs) Cable Size Design Length (ft) Actual Length (ft) CABLE NUMBERS MANUFACTURING INFORMATION DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Design As Built Actual Amount Installed (Conduit & Cable) P01 PV1 4"1 170'X 3 0 0 1 128.2 115.8 PRI 12KV 1/0 UG 870'EKA493 EKA494 EKA495 PV1 V01 4"1 650'X 1 0 0 0 127 162.4 PRI 12KV 1/0 UG 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 Jenny Chau 253-208-9480 9/23/24 Ray Reynolds 253-262-7409 9/23/24 N/A N/A N/A Ray Reynolds -9/23/24 RW-138488 RENTON/KING HAZEN HIGH SCHOOL MODERNIZATION INSTALL(1) 3Ø XFMR & PULL VAULT, CONNECT SERVICES 1101 HOQUIAM AVE NE RENTON, WA. 98057 N/A N/A N/A 105107531 AS NOTED 1 OF 3 KING N/A N/A CSPSKEPM NW 10-23N-05E N/A N/A 2305E038 2305E040 2305E038 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 516183421 516183422 Vault & Equipment Table Work Location Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-CompleteLBDC V01 318570-167382 PM3P12D (7'x7'x6.167') PAD-3P-12-277/480 -1500 (1500 kVA)3 PV1 318504-167384 Pull-1/0-SVSB20 (4.67'x4.67'x4') MFP25002468 Conduit path may need to be adjusted in the field to avoid street light bases and other frontage improvements RESTORATION PER CITY OF RENTON STANDARDS 9502 9515 9503 12631 127TH PL SESE 95TH WA Y60' R/W 75' R/WABCB319195-166945 UNK(65T) 319199-166962 UNK(40T) 319203-166986 UNK (40T) 319193-166962 25 kVA 120/240V (C) #4CU #4CU CCBA#4ACSROFF SITE - SITE PLAN SCALE: 1" = 50' SITE SPECIFIC NOTES P02 EXISTING 319199-166962:1-08A - EXISTING 1967 45FT CL-UNK POLE TO REMAIN - TRANSFER SINGLE PHASE TAP WEST FROM C PHASE TO B PHASE SPAN SPECIFIC NOTES SEE SITE PLAN 00 1"2" 00 50'100'105107531UTILITIES 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 Jenny Chau 253-208-9480 9/23/24 Ray Reynolds 253-262-7409 9/23/24 N/A N/A N/A Ray Reynolds -9/23/24 RW-138488 RENTON/KING HAZEN HIGH SCHOOL MODERNIZATION INSTALL(1) 3Ø XFMR & PULL VAULT, CONNECT SERVICES 1101 HOQUIAM AVE NE RENTON, WA. 98057 N/A N/A N/A 105107531 AS NOTED 2 OF 3 KING N/A N/A CSPSKEPM NW 10-23N-05E N/A N/A 2305E038 2305E040 2305E038 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 OVERHEAD CIRCUIT MAP SCALE: 6" = 1Mi JOB SITE N Vicinity Map 47.5178, -122.1715 OFF SITE WORK UNDERGROUND MAP SCALE: NTS JOB SITE OFF SITE WORK MFP25002468 105107531Communications Primary Power Cables or Conduit Excavated Dirt Pile ROADSIDE Final Grade 24" Min 12" Min Separation 36" Min Cover 48" Max Backfill (No rocks over 10" diameter) Separation 12" Min Gas 4" Sand Bedding 32" Typical (Power, Gas, and Communications) JOINT TRENCH DETAIL Primary-Mainline Gas & Communications (NTS) Separation 12" Min 6" or 12" Min Sand Shading after Compaction - A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches (No PSE gas) - A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter. COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 3' MIN PM XFMR VAULT B-FLY DETAIL (V01) SCALE: NONE PROP 4" (P01) PULL VAULT B-FLY DETAIL (PV1) SCALE: NONE Prop 4" (PV1) 10'-0" 7'-0" 8'-0" 8" 6'-2"11' 11' TOP VIEW 5'-6" 7'-0" 6045.5000Not to scale VAULT & EXCAVATION DETAIL 2" Excavation - 27 cubic yards SIDE VIEW 6'-6" Crushed 6" Rock FRONT OF TRANSFORMER 6"6" MIN GUARD POST INSTALLATION MIN CONCRETE 2'-6" PAINTED YELLOW 3'-6" 6'-0" The following styles of guard posts are approved for Puget Sound Energy transformers: - 6 ft x 4 in. diameter Schedule 40 or better galvanized steel pipe filled with concrete. The concrete shall have a minimum compressive strength of 3000 psi after 28 days. The exposed portion of the post shall be painted traffic yellow. - 6 ft x 9 in. diameter precast steel-reinforced concrete post. Available from Utility Vault Company, Auburn, WA; or Hanson Inc., Tacoma, WA. The exposed portion of the post shall be painted traffic yellow. LENGTH GUARD POST INSTALLATION Not to scale 0700.1600-03 18" PAD & GUARD POST LOCATIONS XFMR FRONT GUARD POSTS 3' MIN MIN 5' MAX 5' MAX TYPICAL 3' MIN 5' MAX 5' MAX 5' MAX 18" MIN 5' MAX 5' MAX 5' MAX 5' MAX 5' MAX FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS (MID 9995692). 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 PROP 4" (V01) Customer Owned Services MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED TRANSFORMER TRANSFORMER APPROVED AREA NON-COMBUSTIBLE BUILDING WALLS & ROOF3' 3' 3' TOP VIEW 6'MIN VAULT LID 3'MIN 3'MIN 3'MIN ROAD SIDE (PREFERRED) FIELD SIDE (PREFERRED) TOP VIEW VAULT LID 6775.0035.02Not to scale Will maintain 36" Min. depth while directional drilling 36" Min Depth Final Grade TYPICAL BORE COVER TYPICAL BORE NOTE CALL (800) 424-5555 UTILITY NOTIFICATION CENTER A MINIMUM OF 2 BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION TO PREVENT DAMAGE TO UNDERGROUND FACILITIES & AVOID BODILY INJURY. PSE/POTELCO REPRESENTIVE MUST BE ONSITE FOR DURATION OF BORE POTHOLING IS REQUIRED PRIOR TO BORE. ALL OTHER UTILITIES SHALL HAVE THEIR ALIGNMENTS AND PROFILES MAPPED. BORING CONTRACTOR SHALL PREPARE A PROPOSED BORING ALIGNMENT AND PROFILE ON SITE AND PROVIDE IT TO THE PSE/POTELCO REPRESENTATIVE FOR APPROVAL BEFORE COMMENCING ANY WORK BORING CONTRACTOR SHALL USE CONDUIT AND MATERIALS PROVIDED ONLY BY PSE/POTELCO WHEN OPERATING IN PUBLIC RIGHT OF WAY NEW CONDUIT SHALL BE INSTALLED PER PSE STANDARDS AND ADHERE TO ALL JURISCITION REQUIREMENTS. NEW CONDUIT SHALL BE INSTALLED AT 36" MINIMUM COVERAGE. LOCAL JURISIDICTIONS MAY HAVE DIFFERENT REQUIREMENTS FOR MINIMUM COVERAGE IN PUBLIC RIGHT OF WAY. NEW CONDUIT SHALL MAINTAIN MINIMUM 1-FOOT VERTICAL CLEARANCE BETWEEN OUTER SURFACES OF EXISTING UTILITIES AND STRUCTRES. IT SHALL ALSO MAINTAIN A MINIMUM 5-FOOT HORIZONTAL SEPARATION OF WATER MAIN, STORM DRAIN AND 5-FOOT OF SEWER STRUCTURE. LOCAL JURSIDICTION MAY REQUIRE A DIFFERENT MINIUM SEPARATION. 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 Jenny Chau 253-208-9480 9/23/24 Ray Reynolds 253-262-7409 9/23/24 N/A N/A N/A Ray Reynolds -9/23/24 RW-138488 RENTON HAZEN HIGH SCHOOL MODERNIZATION INSTALL(1) 3Ø XFMR & PULL VAULT, CONNECT SERVICES 1101 HOQUIAM AVE NE RENTON, WA. 98057 N/A N/A N/A 105107531 AS NOTED 3 OF 3 KING N/A N/A CSPSKEPM NW 10-23N-05E N/A N/A 2305E038 2305E040 2305E038 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 6'-0" 4'-8" 7'-0" 1'-0" 7'-0" 22" from top of cover to top of vault Standard Manhole and Cover or Heavy Duty Manhole Frame and Cover 6" and 12" Ring Risers 2720 lbs Cover 6360 lbs Vault installed by manufacturer Internal vault ground 1/0 THREE-PHASE PULLING/SPLICING VAULT 6051.1500-2 Not to scale (Full Traffic) MFP25002468