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Home My WebLink AboutMFP20000414.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20000414 IVR Number: 20000414 Permit Informaon Permit Name:Puget Sound Energy - 2007 UNION AVE NE Address/Locaon :01/29/2020Application Date:0423059076Parcel Number:2007 UNION AVE NE Permit Type:02/26/2020Issue Date:Franchise Permit Work Class:02/25/2021Expiration Date:Minor Utility Job Number:105093331 Description:AT P01 (318883 167127) CREW TO PARK IN ROW AND INSTALL NEW RISER ON POLE . CUSTOMER TO TRENCH IN SOFT SURFACE AND 10' S TO PRIVATE PROPERTY. CREW TO EXTEND PRIMARY WIRE. Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 C: (425) 892-0416Applicant Vicki Henson Potelco Inc 8001 212th St S Kent, WA 98032 B: (253) 863-0484Contact HUYNH KATHY 2007 UNION AVE NE RENTON , WA 98059 Owner Marita Bond Puget Sound Energy - Billing 6905 S 228th St Kent, WA 98032 B: (253) 395-6346Specialized 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: https://permitting.rentonwa.gov 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 PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 1ϭ/Ϯϱ/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.܆ A copy of the Traffic Control Plan (TCP) Application form. 2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ܆ Include map(s) showing the location of the project and work area. ܆ Be legible lettering and clear, contrasting, symbols of viewing or printing. ܆ Must indicate street names, and north arrow and scale. ܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ܆ Types of plans required: ܆ Work hour plan – show all mobility impacts during construction hours. ܆ Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ܆ Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ܆ Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering 4 4 4 4 4 4 4 4 4 4 4 2007 UNION AVE NE TBD TBD TBD TBD POTELCO, INC 425 892 0416 JESSE DOUCET JESSE.DOUCET@PSE.COM 6905 S. 228TH ST KENT, WA 98032 MFP20000414 Monday - Friday 8:00AM - 3:00PM Scott Warlick C.E.D 2/25/2020 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019 APPLICANT AGREES TO ALL THE FOLLOWING: x TCP must be approved prior to commencing the work, and all permit conditions shall be met. x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). x Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. x Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant’s agents and employees. x The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. x Approved Temporary TCP must be at the work site during work hours. x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. x Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. x Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date CORRIE RYDBERG 01/29/2020 NE 21ST ST UNION AVE NEUNION AVE NE9911111010 5 77 5 1010 5 77 5ROADWORKAHEADW20-1 100'BIKESMERGE WITHTRAFFICW4-1BROADWORKAHEADW20-1RIGHTSHOULDERCLOSEDW21-5aRW1-4L200'200'200'maintain (2) 11' lanesFROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARKFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK PLACE W20-1 SIGNS ON ALL ADJACENT STREETS WITHIN FEET OF WORK AREA200' X'ROADWORKAHEADW20-1 X'ROADWORKAHEADW20-1BIKESMERGE WITH TRAFFIC W4-1BM6-2RIGHT KEEP R4-7B ROAD WORK AHEAD W20-1W1-4R200'200'P01 RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK FOR A FLAGGER/SPOTTER TO ESCORT PEDESTRIANS AROUND THE WORK AREA CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 N PSE PUGETSOUNDENERGY JOB105093331 PARCEL 0423059076, RENTON 11/12/19 FLAVIANA.NUNES@PSE.COM 425-424-7809 SHEET 1 of 1 Puget Sound Energy Traffic Control Supervisor: Stephen R Gadke Card No. 010741 Exp.5/31/2021 stephen.gadke@pse.com (425) 424-6431 TEMPORARY TRAFFIC CONTROL PLAN LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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. MFP20000414 4014 2015 40053933 LOT 3 3924 3915 3921 3927 4002 4014 4008 40244020 LOT 2 LOT 1 NE 21ST ST PRIVATE DRIVE DWY DWY DWY 318868-167126 15 kVA 120/240V (B)4/0 ACSRABC 4/0 ACSRPRE 14 318891-167134 318892-167129 X356 SLAH4697318892-167114 T80382 318883-167127 UNK SW___ (40T) ROW 70' 318892-167100 25 kVA 120/240V (A) 318883-167107 37.5 kVA 120/240V (A) 4' X 4' WORK PIT CUSTOMER SUPPLIED 45° R=24" 1 CUBIC YARD 5/8" CRUSHED ROCK CUSTOMER SUPPLIED 6' X 6' WORK PIT CUSTOMER SUPPLIED 2/3 CUBIC YARDS OF 6” CRUSHED ROCK CUSTOMER SUPPLIED PSE INST. 1-RUN 1/0 UG JKT CABLE ± 240' (AØXXXXXX) 1-2" SCH'L 80 CONTINUOUS PVC CONDUIT ± 200' PSE INST. 1-RUN 350 UG TPX ± 170' PSE SUPPLIED 1-3" DB-120 DISCONTINUOUS PVC CONDUIT ± 160' PSE INST. 1-RUN 4/0 UG TPX ± 15' PSE INST. 1-RUN 4/0 UG TPX ± 40' PSE SUPPLIED 1-3" DB-120 DISCONTINUOUS PVC CONDUIT ± 30' 90° R=48" 90° R=30" 165'5'30'30'130' 30' 318883-167107 37.5 kVA 120/240V (A) 318883-167107 37.5 kVA 120/240V (A) 318883-167127 UNK SW___ (40T) ROW 70' 5'UNION AVE NEDWY SIDEWALKSIDEWALKEOPEOP16' 42'1'1' 5' 3' PRIVATE DRIVE 5'SIDEWALK318883-167127 UNK SW___ (25T) W 70' ROW CL E NOT TO SCALE CROSS SECTION - UNION AVE NE LOOKING NORTH 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 00 1"2" 00 50'100' SITE PLAN SCALE: 1" = 50' JOB SITE POWER GENERAL NOTES - RESIDENTIAL PROJECT 7. 6. 5. 4. 3. 2. 1.All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. Roads shall be paved or have a compacted , crushed rock base in place. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them, or as required by your local municipality. All work is to be done in accordance with local municipal and county permit requirements as applicable. Inclement weather conditions may cause delays in construction times and dates. 8. 9. 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 JOB SITE READINESS. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. - IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT. -IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS . N Vicinity Map 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. JOB SITE ASPLUNDH CONSTRUCTION CORP. - QA/QC E. SCHOTT PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required"THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) NEW CABLE & CONDUIT DIAGRAM NOT TO SCALE 10.EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP J. DOUCET 206-573-3576 10/25/19 J. DOUCET 206-573-3576 10/25/19 T. MYER 714-893-2405 10/25/19 N/A RENTON HUYNH SHORT PLAT PRI L/E, NEW XFMR PARCEL #0423059076, RENTON, WA 98059 N/A N/A N/A 105093331 AS NOTED 1 OF 1 KING N/A N/A CSPSKEIN SE 4-23N-05E N/A N/A 2305E016 2305E040 2305E016 PRE-14 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A E-Mail: Cell Phone: Project Manager Contact Information: Manager:JESSE DOUCET 206-573-3576 JESSE.DOUCET@PSE.COM GAS PHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER# 508217853 105093331Superior 105093331SCALE: 6" = 1 MILE OVERHEAD CIRCUIT MAP 2305E040 Owner / Developer Contact Info officeATTN: KATHY HUYNH 2007 UNION AVENUE NE RENTON, WA 98059 MILTON ORELLANA 425-891-3829 CIRCUIT FEET ADDED: SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: 200' 4,552 SQ FT 200A GAS 23kW 140A 1.6% 3.7%UNION AVE NEPARTIAL PLAN DETAIL SCALE: 1" = 20' CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-14 05/2019 364.00 408.00 385.00 3.36 0.00 0.00 367.36 408.00 385.00 SITE SPECIFIC NOTES AT P01: 318883-167127 -EXISTING POLE TO REMAIN ,167$//67,5583%2/7(' +27&/$03 7$3$0,'2254000 & 2153100) -INSTALL (1) 12kV 200AMP OH/UG TERMINATION PER STD 6043.1000 (TSU1C1) -INSTALL (1) LB C/O ON NEW FG ARM, FUSE @ 40T (MID: 3412500) -INSTALL SWITCH #T_______ -INSTALL (1) 2" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 5,6&66 BBB $&78$/ AT V01: 318883-167107 -INSTALL (1) 36" X 42" 38" MINI-PAD UNISTRUT HH W/ GROUNDS PER STD 6045.1010 (MINU1SR) -INSTALL (1) 37.5KVA PADMOUNT TRF (MID: 6247050) -INSTALL (1) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J) -INSTALL (3) #6-350 KCMIL SECONDARY CONNECTION BLOCKS (MID: 4842002) -INSTALL GRID #318883-167107 ___ 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 318883-167107 37.5kVA 6247050 SPAN SPECIFIC NOTES P01 TO V01: ,167$//6&+ /&217,1828639&&21'8,7 BBB $&78$/ ,167$//5818*-.7&$%/( BBB ACTUAL V01 TO LOT1: ,167$//',6&217,18286'%&21'8,7 BBB $&78$/ ,167$//5818*73;¶BBB $&78$/ V01 TO LOT2: ,167$//5818*73;¶BBB $&78$/ V01 TO LOT3: ,167$//',6&217,18286'%&21'8,7 BBB $&78$/ ,167$//5810&08*73; BBB $&78$/ 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 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 @ V01 Not to scale 6045.1000 1950 lbs Communications 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. Phone & TV 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. 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 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 PRELIMINARYONLYNOT FORCONSTRUCTIONMFP20000414