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Home My WebLink AboutMFP18006939DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Franchise Permit: MFP18006939 IVR Number: 18006939 Permit Informaon Permit Name:Puget Sound Energy - Electric Address/Locaon :12/26/2018Application Date:3119900160Parcel Number:1833 NE 12TH ST Permit Type:12/31/2018Issue Date:Franchise Permit Work Class:12/31/2019Expiration Date:Minor Utility Franchise Type:Electric Description:Replacing bad order pole at P01 with P02 for UG primary line extension from P02 to V01. Install handhole and stub out to lots 1,2,and 3. Trench 100' in ROW. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling ANISH KUMAR PUGET SOUND ENERGY - ELECTRIC 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Applicant 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 CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner ANISH KUMAR PUGET SOUND ENERGY - ELECTRIC 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Specialized Billing X General Condions & 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. This permit and plans must be posted at the job site at all times. 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. Call (425) 430-7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY work in the Right of Way. Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation. 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. (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 | Published: 3/30/2017 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 3/30/2017 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date Puget Sound Energy - Electric 105090527 Anish Kumar 253-208-2183 anish.kumar@pse.com 1833 NE 12th St 98056 105090527 Replacing bad order pole at P01 (318652-166397) with P02 (318655-166395) for UG primary line extension from P02 to V01 (318648-166394). Install handhole and stub out to lots 1, 2 & 3. Trenching approx 100' in ROW. Restoration per City of Renton standards. Potelco Inc.253-208-2183 BL005109 Poteli*227PL 12/07/2018 MFP18006939 Scott Warlick 12/31/2018 Justin Johnson 12/31/2018 CITY OF RENTON TRAFFIC CONTROL PLAN PROJECT NAME: PERMIT# CONSTRUCTION COMPANY: PHONE#: CONTACT NAME: PHONE#: ADDRESS: CELL#: E-MAIL ADDRESS: FAX#: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: WORK DATE: APPROVAL DATE: OFFICE COPY T- CONTRACTOR DEV. SERVICE, INSPECTION P. MILLER DEV. SERVICE, PLAN REVIEW B. BANNWARTH POLICE CHARLES KARLEWICZ FIRE FIRE MARSHALL FS #13 Permit Holder agrees to all the following: • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. • 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 R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • 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 Permit Holder’s agents and employees. • 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. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • By my signature herein, I acknowledge all the above requirements. PRINT NAME: DATE: SIGNATURE: Reset FormPrint Form 105090527 PSE/Potelco Inc. Khader Gouesse 253-254-2896 6905 S 228th St, Kent, WA 98032 khader.gouesse@pse.com 1833 NE 12th St TBD 1/14/2019 Anish Kumar 12/07/2018 Scott Warlick 12/31/2018Monday - Friday 8:00AM - 3:30PM SKETCH I -- NORTH -- I NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three working days prior to work. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • 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: • Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. • Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block 72 hours in advance of effective date and time. • The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. • 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). P02V01HH1RESIDENT(S) WILL BE INFORMEDOF POSSIBLE TEMPORARYDRIVEWAY CLOSURE1833ONE LANE ROAD AHEAD W20-4UTILITYWORK AHEAD W21-7100'100'1111 881515NE 12TH STMONTEREY AVE NEMONTEREY AVE NECHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYJOB#1050905271833 NE 12TH ST, RENTON, WA11/16/2018ryan.perkins@pse.com425-424-6621SHEET 1 of 1Puget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 008997Card Exp. 08/13/2019gregory.harwood@pse.com(425)424-6425Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.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" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.WORK PITLEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYROWROWMFP18006939 1833 LOT 3PARCEL # 3119900160 LOT 2 LOT 1 ROW65'ROW 45' NE 12TH ST ABERDEEN AVE NE318652-166397LINCOLN PL NE318652-166408 318647-166398 318647-166428 T148 15 kVA 120/240V (C) UNK 318655-166395 15 kVA 120/240V (C) SW#______ (25T) SLAH4931 318648-166394 37.5 kVA 120/240V (C) HIG 17 #6CUPSE INST. 1-RUN 350 UG TPX ± 140' CUSTOMER SUPPLIED 1-3" DB120 DISCONTINUOUS PVC CONDUIT ± 120' PSE INST. 1-RUN 4/0 UG TPX ± 80' CUSTOMER SUPPLIED 1-3" DB120 DISCONTINUOUS PVC CONDUIT ± 60'PSE INST. 1-RUN 1/0 UG TPX ± 20' CUSTOMER SUPPLIED 1-3" DB120 DISCONTINUOUS PVC CONDUIT ± 10' CUSTOMER SUPPLIED 5'6" X 4'5" WORK PIT 318655-166395 15 kVA 120/240V (C) SW#______ (25T) SLAH4931 INST. 1-RUN 1/0 UG JKT CABLE ± 100' (CØXXXXXX) 1-2" SCH'L 40 CONTINUOUS PVC CONDUIT ± 50' 318648-166394 37.5 kVA 120/240V (C) 6' X 6' WORK PIT CUSTOMER SUPPLIED 2/3 CUBIC YARDS OF 6” CRUSHED ROCK CUSTOMER SUPPLIED 1 CUBIC YARD 5/8" CRUSHED ROCK CUSTOMER SUPPLIED 4' X 4' WORK PIT CUSTOMER SUPPLIED PSE INST. 1-RUN 350 UG TPX ± 70' PSE PROVIDED & INSTALLED 1-3" DB120 CONTINUOUS PVC CONDUIT ± 50' IN CUSTOMER PROVIDED TRENCH SITE PLAN N Vicinity Map N/A 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. PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" 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) LOT 3 NEW CABLE & CONDUIT DIAGRAM NOT TO SCALE JOB SITE JOB SITE ASPLUNDH CONSTRUCTION CORP. - QA/QC T. Myer 00 1"2" 00 50'100' POWER GENERAL NOTES - RESIDENTIAL PROJECT 10. 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. 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. 8. 9. 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. -REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD 5/8" CRUSHED ROCK AT P01 -REQUIRED TO PROVIDE 6' X 6' WORK PIT 2/3 CUBIC YARDS OF 6” CRUSHED ROCK AT V01 -REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01 TRENCHING & CONDUIT. -INSTALL ± 10' OF 1-3" DB120 GREY PVC CONDUIT FROM HH1 TO LOT3. -INSTALL ± 60' OF 1-3" DB120 GREY PVC CONDUIT FROM HH1 TO LOT2. -INSTALL ± 120' OF 1-3" DB120 GREY PVC CONDUIT FROM HH1 TO LOT1. -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 . SITE SPECIFIC NOTES AT P01: 318652-166397 -REMOVE EXISTING B/O __' POLE (POLE TO BE CHARGED TO 108_____) -EXISTING POLE TO REMAIN -REMOVE (1) EX. 15kVA TRF AT P02: 318655-166395 -INSTALL NEW 45' CL-3 DISTRIBUTION POLE W/ GROUNDS PER STD 6031.1000 (PD453) (POLE TO BE CHARGED TO 101_____) ,167$//N961*/$5035,0$5<1(875$/3(567'7$3 ,167$//+27&/$03 7$3&0,'2153100) -TRANSFER (1) EX. 15kVA TRF -INSTALL (1) 12kV 200AMP OH/UG TERMINATION PER STD 6043.1000 (TSU1C1) -INSTALL (1) LB C/O ON NEW FG ARM, FUSE @ 25T (MID: 3412400) -INSTALL SWITCH #T__________ -INSTALL (1) 2" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 5,6&66 BBB $&78$/ -INSTALL GRID #318655-166395 AT V01: 318648-166394 -INSTALL (1) 36" X 42" 38" MINI-PAD UNISTRUT HH W/ GROUNDS PER STD 6045.1000 (MINU1SR) -INSTALL (1) 37.5KVA PADMOUNT TRF (MID: 6247050) -INSTALL (1) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J) -INSTALL (1) DUST CAP (MID: 7630600) -INSTALL (3) #6-350 KCMIL SECONDARY CONNECTION BLOCKS (MID: 4842002) -INSTALL GRID #318655-166394 AT HH1: -INSTALL (1) 17"x30" PE SECONDARY HAND HOLE PER STD 6050.2000 (HH16350) -INSTALL (3) 6-POS FARGOS BARS SPAN SPECIFIC NOTES P02 TO V01: ,167$//6&+ /&217,1828639&&21'8,7 BBB $&78$/ ,167$//5818*-.7&$%/( BBB ACTUAL V01 TO HH1: ,167$//'%&217,1828639&&21'8,7 BBB $&78$/ ,167$//5810&08*73;¶BBB $&78$/ HH1 TO LOT3: ,167$//5818*73;¶BBB $&78$/ HH1 TO LOT2: ,167$//5818*73;¶BBB $&78$/ HH1 TO LOT1: ,167$//5810&08*73;¶BBB $&78$/ ___ ___ ___ New pole at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER TRANSFER Company ID#: Primary phase connected to: Tested Secondary Voltage P02 318655-166395 15kVA CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE HIG-17 06/2018 180.00 108.00 112.00 0.00 0.00 3.07 180.00 108.00 115.07 RETIREMENT POLE TABLE SITE # POLE DATA POLE TRANSFERS REMARKS GRID #HEIGHT CLASS YEAR XFMR CO. ID#TOPPED RMVD TEL TV FIBER ST. LIGHT (ADDITIONAL INFORMATION) P01 318652-166397 40 UNK 1949 POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P02 318655-166395 45 3 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 K. GOUESSE 253-254-2896 10/19/18 K. GOUESSE 253-254-2896 10/19/18 E. SCHOTT 714-893-2405 10/19/18 REQUIRED RENTON IDEA LIVING SHORT PLAT SHORT PLAT, B.O. POLE REPLACEMENT 1833 NE 12TH ST, RENTON, WA 98056 N/A N/A N/A 101... AS NOTED 1 OF 2 KING N/A N/A CSPSKEIN SE 5-23N-05E N/A N/A 2305E020 2305E040 2305E020 HIG-17 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:KHADER GOUESSE 253-254-2896 KHADER.GOUESSE@PSE.COM GAS PHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER#105090527SCALE: 6" = 1 MILE OVERHEAD CIRCUIT MAP 2305E040 Owner / Developer Contact Info officeATTN: CHALEX VENTURES INC 901 RAINIER AVE N #B200 RENTON, WA 98057 CHRIS MANDEL 206-698-1300 CIRCUIT FEET ADDED: 0' SQ. FOOTAGE: 3,600 SQ FT PANEL SIZE: 200A HEAT TYPE: GAS EST. DEMAND: 7.11kW LRC: 140A % V. DROP: 1.5% % FLICKER: 3.2% LOT 2 SQ. FOOTAGE: 2,700 SQ FT PANEL SIZE: 200A HEAT TYPE: GAS EST. DEMAND: 7.11kW LRC: 115A % V. DROP: 1.8% % FLICKER: 3.7% LOT 1 SQ. FOOTAGE: 3,600 SQ FT PANEL SIZE: 200A HEAT TYPE: GAS EST. DEMAND: 7.11kW LRC: 140A % V. DROP: 1.6% % FLICKER: 3.8% Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: V01 318648-166394 37.5kVA 6247050 318671-166398 10 kVA 120/240V (C) 318661-166419 506395270 105090527 101116188Demo Rebuild Superior 108110007Removal 593201553Misc. OH 583060682Xfmr Removal MFP18006939 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) ASPLUNDH CONSTRUCTION CORP. - QA/QC T. Myer 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 K. GOUESSE 253-254-2896 10/19/18 K. GOUESSE 253-254-2896 10/19/18 E. SCHOTT 714-893-2405 10/19/18 REQUIRED RENTON IDEA LIVING SHORT PLAT SHORT PLAT 1833 NE 12TH ST, RENTON, WA 98056 N/A N/A N/A 101... AS NOTED 2 OF 2 KING N/A N/A CSPSKEIN SE 5-23N-05E N/A N/A 2305E020 2305E040 2305E020 HIG-17 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:KHADER GOUESSE 253-254-2896 KHADER.GOUESSE@PSE.COM 101...Owner / Developer Contact Info officeATTN: CHALEX VENTURES INC 901 RAINIER AVE N #B200 RENTON, WA 98057 CHRIS MANDEL 206-698-1300 Field Face Quadrant Climbing Space Road Face Quadrant Climbing Space 5" Min CL LC Direction of Vehicular Traffic TOP VIEW CONDUIT RISER PLACEMENT DETAIL (P02) SCALE: NONE UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites 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 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 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA TOP 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 10' 10' APPROVED TRANSFORMER AREA 10' TRANSFORMER CLEARANCES FROM COMBUSTIBLE SURFACESCOMBUSTIBLE BUILDING WALLS AND ROOFCommunications 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. PSE 1730 POLYETHELYNE HANDHOLE PLAN VIEW 2" APPROX30" APPROX 17"ELECTRIC 4' - 5" PENTABOLTLOCK COVER 5' - 6" 18" SIDE VIEW4" X 4" KNOCKOUT (2 PLACES) APPROX 27"APPROX 40"20" CONDUITS ENTER FROM BENEATH AT ONE END OF HANDHOLE SINGLE PHASE SECONDARY HANDHOLE EXCAVATION DETAIL Not to scale Phone & TV Power Cable Excavated Dirt Pile Final Grade 24" Min 48" Max 18" Backfill for DB 120 Conduit 12" Min Separation 6" or 12" of sand, 5/8" minus 3" of sand, 5/8" minus, or clean backfill bedding JOINT TRENCH DETAIL 36" Min Cover ROADSIDE Typical To Excavated Dirt Pile (No Rocks over 10" Diameter) or clean backfill shading DB120 Grade Conduit DB 120 (NTS) - A 6" layer of sand, 5/8" minus, or clean shading is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for electric line extension trenches (No PSE gas) - A 12" layer of sand, 5/8" minus, or clean shading is required when excavated native material contains rocks up to 10" in diameter. 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.