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Home My WebLink AboutMFP20001257.pdf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ote: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 1ϭ/Ϯϱ/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.܆ A copy of the Traffic Control Plan (TCP) Application form. 2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ܆ Include map(s) showing the location of the project and work area. ܆ Be legible lettering and clear, contrasting, symbols of viewing or printing. ܆ Must indicate street names, and north arrow and scale. ܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ܆ Types of plans required: ܆ Work hour plan – show all mobility impacts during construction hours. ܆ Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ܆ Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ܆ Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering Scott Warlick CED 3/31/2020 MFP20001257 Monday - Friday 8:00AM - 3:00PM Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019 APPLICANT AGREES TO ALL THE FOLLOWING: x TCP must be approved prior to commencing the work, and all permit conditions shall be met. x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). x Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. x Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant’s agents and employees. x The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. x Approved Temporary TCP must be at the work site during work hours. x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. x Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. x Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date N 32ND ST N 33RD ST 1010 11111111#3202 1010 P01 BORE PATH STOP FLAGGER RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY ALLEY CLOSURE W20-7AROAD WORK AHEAD W20-1W20-4ONE LANE ROAD AHEAD100'X'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'X'100'ROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'ROADWORKAHEADW20-1 W20-4ONE LANEROADAHEAD100'100'ROADWORKAHEADW20-1 W20-4ONE LANEROADAHEAD100'100'ROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100' USE MAXIMUM AVAILABLE SPACE FOR SIGNS FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGFROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING ALLEY CLOSED AHEAD ALLEY-CLOSED-AHDALLEYCLOSEDAHEADALLEY-CLOSED-AHD BURNETT AVE NCHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 N PSE PUGET SOUND ENERGY JOB#101118013 3202 Burnett Ave N, Renton, WA 98056 2/4/2019 stacie.fortiner@pse.com 425-424-6514 SHEET 1 of 1 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 008997 Card Exp. 08/13/2019 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m. WORK PIT 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY Additional traffic control will be required. crossing 96" King County sewer main, 8" water main, and 12" stormwater main. MFP20001257 3202 N 32ND ST N 33RD ST BURNETT AVEROWROWPARCEL # 3342101996 #4ACSR - C#4CU - ACAN#4ACSR - C#4CU - ACAND/W 24'319288-166099 SLAH478650'ROW 27' 319300-166085 25 kVA 120/240V (A) 319288-166085 UNK SLAH5174 319288-166104 319315-166086 SLAH5173 319314-166101 37.5 kVA 120/240V (A) HAZ 15 CUSTOMER SUPPLIED 3/4" CUBIC YARD SAND 4' X 4' WORK PIT CUSTOMER SUPPLIED PSE INST. 1-RUN 4/0 UG TPX ± 90' CUSTOMER SUPPLIED 1-3" SCH-80 DISCONTINUOUS PVC CONDUIT ± 75' 90° R=30"50'65'1 CUBIC YARD 5/8" CRUSHED ROCK CUSTOMER SUPPLIED 4' X 4' WORK PIT & BORE PIT CUSTOMER SUPPLIED 319300-166085 25 kVA 120/240V (A) 90° R=30" 10' SITE PLAN N Vicinity Map N/A 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. 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) NEW CABLE & CONDUIT DIAGRAM NOT TO SCALE JOB SITE JOB SITE ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER CUSTOMER APPROVAL I approve the location of the trench, including road crossings, and all electrical equipment as shown on print. ________________________ Customer's Signature ________________________ Print Name/Date 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 5'6" X 4'5" WORK PIT AT HH1 -REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01 TRENCHING & CONDUIT. -INSTALL ± 75' OF 1-3" SCH-80 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 . 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 C. SIMON 253-437-6724 01/22/19 C. SIMON 253-437-6724 01/22/19 E. SCHOTT 714-893-2405 01/22/19 REQUIRED RENTON RATHINAM OH TO UG CONVERSION 3202 BURNETT AVE N, RENTON, WA 98056 N/A N/A N/A 101118013 AS NOTED 1 OF 2 KING N/A N/A CSPSKEIN SW 32-24N-05E N/A N/A 2405E127 2405E136 2405E127 HAZ-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 E-Mail: Cell Phone: Project Manager Contact Information: Manager:CASTALIA SIMON 253-437-6724 CASTALIA.SIMON@PSE.COM GAS PHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER#101118013SCALE: 6" = 1 MILE OVERHEAD CIRCUIT MAP 2405E136 Owner / Developer Contact Info officeATTN: SHARMILA RATHINAM 15457 SE 60TH PL BELLEVUE, WA 98006 GREG GEORGAS 206-719-3743 CIRCUIT FEET ADDED: SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: 0' 2,000 SQ FT 200A NATURAL GAS 6.74kW 80A 1.4% 2.8% CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE HAZ-15 Planners 166.00 223.00 204.00 0.99 0.00 0.00 166.99 223.00 204.00 SITE SPECIFIC NOTES AT P01: 319300-166085 -EXISTING POLE TO REMAIN ,167$//+27&/$03&8 7$3$0,' 2153100) -REMOVE (1) EXISTING DOUBLE BUSHING 25kVA TRANSFORMER -INSTALL (1) 25kVA OH TRF 120/240v W/ LB C/O (FUSE @ 10T) PER STD 6025.1000 (TRFNXF) -INSTALL (1) 3" SEC RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS) BBB $&78$/ AT HH1: -INSTALL (1) 17"x30" PE SECONDARY HAND HOLE PER STD 6050.2000 (HH16350) -INSTALL (3) 6-POS FARGOS BARS M01 AT "3202": NEW METER BASE -INSTALL 200A METER SPAN SPECIFIC NOTES P01 TO HH1: 36(72,167$//&217,18286*5(<6&+ /&21'8,7 BBB $&78$/ ,167$//5818*73;¶BBB $&78$/ HH1 TO M01: ,167$//5818*73;¶BBB $&78$/ ___ 506662207Superior TV & TEL Electric Service Cable in Conduit 3" Schedule 80 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.PRELIMINARYONLYNOT FORCONSTRUCTION101118013 108111691 CUSTOMER SUPPLIED 5'6" X 4'5" WORK PIT Removal 96" King County Waste water Main. POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS MFP20001257 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 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 C. SIMON 253-437-6724 01/22/19 C. SIMON 253-437-6724 01/22/19 E. SCHOTT 714-893-2405 01/22/19 REQUIRED RENTON RATHINAM OH TO UG CONVERSION 3202 BURNETT AVE N, RENTON, WA 98056 N/A N/A N/A 101118013 AS NOTED 2 OF 2 KING N/A N/A CSPSKEIN SW 32-24N-05E N/A N/A 2405E127 2405E136 2405E127 HAZ-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 101118013METER DETAIL @ M01 SCALE: NONE 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 Conduit Ends Closed 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" 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 Field Face Quadrant Road Face Quadrant Climbing Space 5" Min CL Direction of Vehicular TrafficCL TOP VIEW Standoff Bracket 15" Min Length Conduit Clamp Conduit CONDUIT RISER PLACEMENT DETAIL (P01) SCALE: NONE 4'x4' Work Pit PRELIMINARYONLYNOT FORCONSTRUCTIONPSE 1730 POLYETHELYNE HANDHOLE PLAN VIEW 2" APPROX 30" APPROX 17"ELECTRIC 4' - 5" PENTABOLT LOCK 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 MFP20001257 3202N 32ND STN 33RD STBURNETT AVEROW ROW#4ACSR - C#4CU - ACAN #4ACSR - C#4CU - ACAND/W24'319288-166099SLAH478650'ROW27'319288-166085UNKSLAH5174319288-166104319315-166086SLAH5173319314-16610137.5 kVA 120/240V (A)319300-16608525 kVA 120/240V (A)25 kVA 120/240V (A)HAZ15FIELD BENDCUSTOMER SUPPLIED3/4" CUBIC YARD SAND4' X 4' WORK PITCUSTOMER SUPPLIEDPSE INST. 1-RUN 4/0 UG TPX ± 130'CUSTOMER SUPPLIED1-3" SCH-80 DISCONTINUOUS PVC CONDUIT ± 90'4' X 4' WORK PIT & BORE PITCUSTOMER SUPPLIED319300-16608525 kVA 120/240V (A)FIELD BENDBURNETT AVECANROW50'38'30'26'SITE PLANNVicinity Map47.519929, -122.206310ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSIONSTRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)EROSION & SEDIMENT CONTROL REQUIREMENTSNOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROLEROSION & 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.PSENoNoNoYesYesYesNoYesDeveloper"Flagging Required""Outages Required""Locates Required"SCALE: 1" = 50'THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL 811 TWO BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)NEW CABLE & CONDUIT DIAGRAMNOT TO SCALEJOB SITEJOB SITE001"2"0050'100'POWER GENERAL NOTES - RESIDENTIAL PROJECT10.7.6.5.4.3.2.1.All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation fromthis 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 leastthree (3) working days in advance.Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencingwork 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 constructionmaterials 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 fromcombustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guardposts 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, oras 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 andrestoration per this sketch and per PSE standards. A minimum protective cover of 36" is required overPSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customerwill 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 SITEWORK.CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGETSOUND 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 PERMITREQUIREMENTS.-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TOCONSTRUCTION.-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTIONWORK 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 5'6" X 4'5" WORK PIT AT HH1-REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01TRENCHING & CONDUIT.-INSTALL ± 75' OF 1-3" SCH-80 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 BECOMPLETED 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 ANDSCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS .UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPJESSE DOUCET206 573 35762/9/2021JESSE DOUCET206 573 35762/9/2021Z. VAN SANTFORD206 512 94082/9/2021N/ARENTONRATHINAMREPLACE B/O POLE & OH TRANSFORMER & NEW OH TO UG SVC3202 BURNETT AVE N, RENTON, WA 98056N/AN/AN/A101118013AS NOTED1 OF 2KINGN/AN/ACSPSKEINSW 32-24N-05EN/AN/A2405E1272405E1362405E127HAZ-15N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AE-Mail:Cell Phone:Project Manager Contact Information:Manager:JESSE DOUCET206 573 3576JESSE.DOUCET@PSE.COMGASPHONECABLE TVPROJECT PHASEPWRNOTIF#ORDER#101118013SCALE: 6" = 1 MILEOVERHEAD CIRCUIT MAP 2405E136Owner / Developer Contact InfoofficeATTN:SHARMILA RATHINAM15457 SE 60TH PLBELLEVUE, WA 98006GREG GEORGAS206-719-3743CIRCUIT FEET ADDED: SQ. FOOTAGE:PANEL SIZE:HEAT TYPE:EST. DEMAND:LRC:% V. DROP:% FLICKER:0'2,000 SQ FT200ANATURAL GAS6.74kW80A1.4%2.8%CIRCUIT LOADING TABLEAS OFEXIST. PEAK LOADEST. NEW LOADTOTALCIRCUIT:A PHASE B PHASE C PHASEHAZ-15Planners166.00223.00204.000.990.000.00166.99223.00204.00SITE SPECIFIC NOTESAT P01: 319300-166085-EXISTING POLE TO REMAIN-INSTALL (1) HOT CLAMP #4CU & TAP AØ (MID: 2153100)-REMOVE (1) EXISTING DOUBLE BUSHING 25kVA TRANSFORMER-INSTALL (1) 25kVA OH TRF 120/240v W/ LB C/O (FUSE @ 10T) PER STD 6025.1000 (TRFNXF)-INSTALL (1) 3" SEC RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS)± 30' ___' ACTUALM01 AT "3202": NEW METER BASE-INSTALL 200A METERSPAN SPECIFIC NOTESP01 TO M01:-INSTALL 1-RUN 4/0 UG TPX, ± 90’ ___' ACTUAL___506662207Trf Installation101118013108111691Trf RemovalRemoved at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER REMOVALCompany ID#:Primary phase connected to:Tested Secondary VoltageP01319300-16608525kVAInstalled at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER INSTALLATIONCompany ID#:Primary phase connected to:Tested Secondary VoltageMaterial ID#:V01319300-16608525kVA6247000JOB SITESCALE: NTSUNDERGROUND CIRCUIT MAP 2405E127PARTIAL PLANNOT TO SCALERESTORATION PER CITY OF RENTON STANDARDSPOTHOLE ALL EXISTING UTILITIESMFP20001257 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL 811 TWO BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)Will maintain 36" Min. depth while directional drilling36" MinDepthFinal GradeTYPICAL BORE COVERTYPICAL BORE NOTECALL (800) 424-5555 UTILITY NOTIFICATION CENTER A MINIMUM OF 2BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION TO PREVENTDAMAGE TO UNDERGROUND FACILITIES & AVOID BODILY INJURY.PSE/POTELCO REPRESENTIVE MUST BE ONSITE FOR DURATION OF BOREPOTHOLING IS REQUIRED PRIOR TO BORE. ALL OTHER UTILITIES SHALLHAVE THEIR ALIGNMENTS AND PROFILES MAPPED. BORINGCONTRACTOR SHALL PREPARE A PROPOSED BORING ALIGNMENT ANDPROFILE ON SITE AND PROVIDE IT TO THE PSE/POTELCOREPRESENTATIVE FOR APPROVAL BEFORE COMMENCING ANY WORKBORING CONTRACTOR SHALL USE CONDUIT AND MATERIALSPROVIDED ONLY BY PSE/POTELCO WHEN OPERATING IN PUBLIC RIGHTOF WAYNEW CONDUIT SHALL BE INSTALLED PER PSE STANDARDS AND ADHERETO ALL JURISCITION REQUIREMENTS. NEW CONDUIT SHALL BEINSTALLED AT 36" MINIMUM COVERAGE. LOCAL JURISIDICTIONS MAYHAVE DIFFERENT REQUIREMENTS FOR MINIMUM COVERAGE IN PUBLICRIGHT OF WAY.NEW CONDUIT SHALL MAINTAIN MINIMUM 1-FOOT VERTICALCLEARANCE BETWEEN OUTER SURFACES OF EXISTING UTILITIES ANDSTRUCTRES. IT SHALL ALSO MAINTAIN A MINIMUM 5-FOOTHORIZONTAL SEPARATION OF WATER MAIN, STORM DRAIN AND 5-FOOTOF SEWER STRUCTURE. LOCAL JURSIDICTION MAY REQUIRE ADIFFERENT MINIUM SEPARATION.101118013METER DETAIL @ M01SCALE: NONE32"Typical24"Min24"-36"4'Top ViewElectric & Joint UtilityWork Pit Dimensions36"MinDrainage Pipe12" Minimum Clearancefrom Gas Service LinesConduit Depth24" to 36" MaxRegulatorGas MeterAssembly48"4'8"Service (Permanent Detail:)Not to ScaleConduitEndsClosed4'8"24" Min36" Typical3'To TrenchProperty LineConduit StakesCustomer Provided3" Schedule 40 Grey PVCPower Cable ConduitCustomer ProvidedGas Service Line Conduit3" Conduit Service RiserCustomer ProvidedElec. Mtr BaseElec Mtrutility providedGas MeterRelief VentBuilding WallElec. Mtr VentUtility ProvidedSeal24"-36"UTILITY POLE EROSION CONTROL DETAILTOP VIEWDRY DRAINAGE DITCH or DRY VEGETATED SITESLOPEPlace gravel bags forSediment TrapPlace straw mulchon disturbed areaExcavated orAugered HolePoleSLOPENot to scaleDrainage ditches or Dry vegetated sitesFLOW DIRECTIONLAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,SECURE WITH PEA GRAVEL BAGS.6'3'8"TECHNIQUES FOR EROSION AND SEDIMENT CONTROLSILT FENCE DETAILNot to Scale0150.3200Field FaceQuadrantRoad FaceQuadrantClimbingSpace5" MinCLDirection of Vehicular TrafficCLTOP VIEWStandoff Bracket15" Min LengthConduit ClampConduitCONDUIT RISER PLACEMENT DETAIL (P01)SCALE: NONE4'x4' Work PitTV & TELElectric Service Cable in Conduit3" Schedule 40 Grey PVCExcavated Dirt PileFinal Grade24" Min24" Minto36" MaxCoverBackfill for ConduitFree of rockslarger than 8"in diameterSeparation12" Minin ConduitSchedule 40 Yellow PVCGas Service Line32" Typical(Power, Gas,Phone & Cable)Separation12" Min12" MinSeparation36" MINIMUM COVERIN RIGHT OF WAY JOINT TRENCH DETAILJoint Service Line in Conduit (NTS)To Excavated Dirt PileBackfill 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.UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPJESSE DOUCET206 573 35762/9/2021JESSE DOUCET206 573 35762/9/2021Z. VAN SANTFORD206 512 94082/9/2021N/ARENTONRATHINAMREPLACE B/O POLE & OH TRANSFORMER & NEW OH TO UG SVC3202 BURNETT AVE N, RENTON, WA 98056N/AN/AN/A101118013AS NOTED2 OF 2KINGN/AN/ACSPSKEINSW 32-24N-05EN/AN/A2405E1272405E1362405E127HAZ-15N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AMFP20001257