The URL can be used to link to this page

Home My WebLink AboutMFP20003816.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20003816 IVR Number: 20003816 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:08/27/2020Application Date:0088000560Parcel Number: 16451 111TH AVE SE Permit Type:09/08/2020Issue Date:Franchise Permit Work Class:09/08/2021Expiration Date:Minor Utility Job Number: 105093848Franchise Type:Electric Description: Puget Sound Energy Electric Truck setup and temporary lane closure North and Southbound directions for trenching across 111th Ave SE approx (417' South of SE 164 St). Truck setup at location P01 (316894 166408) for installation of term and riser along with wire pull from P01 to customer property to the West. Restoration per City of Renton standards APPROVED WITH COMMENTS OR REDLINES Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 C: (253) 905-5031ApplicantX Carli Bunkelman PSE/POTELCO - Billing 6905 S 228th St Kent, WA 98032 B: (253) 437-6708Contractor Business License Number: 5109Construction Contractor: POTELI*227PL BONAFIDE PROPERTIES 2 LLC 3024 90TH PL SE MERCER ISLAND , WA 98040 Owner Marita Bond Puget Sound Energy - Billing 6905 S 228th St Kent, WA 98032 B: (253) 395-6346Specialized 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 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. Ÿ (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 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 111TH AVE SE111TH AVE SE1111 1111 P01 #16451 PLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 000 0000 NO PARKINGNO-PA RK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PA R K STOP FLAGGER STOP FLAGGER RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE W20-7AROAD WORK AHEAD W20-1W20-4ONE LANE ROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 N TEMPORARY TRAFFIC CONTROL PLANPuget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY -OB#105093848 16451 111TH AVE SE, RENTON 08/24/2020 FLAVIANA.NUNES@PSE.COM 425-424-7809 SHEET 1 of 2 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. 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY TRENCH 111TH AVE SE111TH AVE SE1111 1111 P01 #16451 PLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 000 0000 NO PARKINGNO-PA RK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PA R K STOP FLAGGER STOP FLAGGER RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE W20-7AROAD WORK AHEAD W20-1W20-4ONE LANE ROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 N TEMPORARY TRAFFIC CONTROL PLANPuget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY -OB#105093848 16451 111TH AVE SE, RENTON 08/24/2020 FLAVIANA.NUNES@PSE.COM 425-424-7809 SHEET 2 of 2 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. TRENCH N Vicinity Map 47.4550, -122.1927 Owner / Developer Contact Info officeATTN: MARK SEEK 27037 NE 29TH PL REDMOND, WA 98053 MARK SEEK 425.919.4062 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" 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. GAS PHONE CABLE TV 506894634 105093848 N/A 105095145 N/A 108122209 N/A N/A N/A N/A N/A N/A 508678000 107059335 N/A 106363530 N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Commercial L/E Relocation Removal Temporary Job Order Distribution Service Stubs HP Svc/MSA 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCH PROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITES SUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVE STABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FOR VAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4" BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IF REQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FOR DISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALL TRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE. ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTH INDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLED TO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARY CABLES PER THE CIRCUIT ONE-LINE DIAGRAM. UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROAD CROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ON WORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PER PUGET SOUND ENERGY STANDARDS. AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES IN CONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES IN CONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3) MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE. (EXCAVATION: 3' SQ.) AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT. AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OF STANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TO EXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THE STREET LIGHT STANDARDS. ) INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMES AND DATES. POWER GENERAL NOTES - PLAT PROJECT 105093848 107059335 DESIGNED BY 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 R. BLACKIE 425.457.2614 5.30.20 S. FOX . 7.24.20 S. FOX . 7.24.20 S. FOX . 7.24.20 REDT # (RW-116851)CITY OF RENTON BETHANY CORNER 1Ø PRIMARY U/G LINE EXTENSION - 9 S/F LOTS 16451 111TH AVE SE, RENTON, WA 98055 PUGET SOUND ENERGY N/A IP 132-60 107059335 105093848 N/A 1 OF 3 KING 32 CIKNC QCSOKE 29NE-T23N-R05E 212.083 212.080 2305E113 2305E136 2305E113 ROL-16 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206.346.0144 RIGHT OF WAY AMBER YANG 425.456.2774 . . . 11. E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com x xx x Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing SpaceRoad Face Quadrant Climbing Space 5" Min CL LCDirection of Vehicular Traffic CONDUIT RISER PLACEMENT DETAIL TOP VIEW NOT TO SCALE ... ... ... MARKSEEK1@YAHOO.COM VAULT DETAIL @ V01 NOT TO SCALE TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts FRONT FRONTTYPICAL NOTCH-OUT FOR TRANSFORMER, NOT TO SCALE & SECONDARY PEDESTAL/HANDHOLE BACK OF EASEMENT STANDARD EASEMENT LINE ROW 10' PL 1' 4' - 5' Min. 1' 7'7' TRANSFORMER (WHEN PRESENT) 42" 45°42" 1' 45°Property LineRoad Side Top View of Mainline Trench for Single Stubout Location 3'Property LineRoad Side Top View of Mainline Trench for Pedestal or Double Stubout Location 42"45° 3' 45° STUBOUT EXCAVATION DIMENSIONS NOT TO SCALE JOINT TRENCH DETAIL NOT TO SCALE JOINT TRENCH DETAIL NOTES: 1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. * 2. Rocks greater than 10 inches diameter are not permitted in the final backfill. 3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line. 4. Utilities shall not be stacked over the gas line in the trench. 5.If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies. *Alternatives to full-width trench shading require PSE approval. Primary & Secondary-Mainline Gas & Communications (NTS) ROAD SIDE NATIVE SECONDARY POWER PEDESTAL MATERIAL P/L Power Secondary Power Primary Conduit Tel. & TV 12" Min 12" Sand Cover when gas line is in trench Sand 6" or 12" 4" Sand Bedding 1' 36" Cover 42" Gas 12" 18" Lower 2" 10" Pedestal PSE 10' FRONTAGE EASEMENT 1' Cover ROAD SIDE MINIPAD MINIPAD FIELD SIDE VAULT 6" of crushed rock (base for vault) P/L Power Secondary Power Primary Gas 12" Min Horizontal Separation Communications 42" Min 21"1' Feeder 38" 2" 4" Sand Bedding 12" Sand Cover 36" Cover 4" Sand Bedding 42" 6" Additional depth when Feeder is required PSE 10' FRONTAGE EASEMENT 1' TRANSFORMER Final Backfill Initial Backfill Trench Depth 42" - 48" Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill Gas 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits 6" or 12" Min Sand Shading Over Gas after Compaction 12" Min R/W or Excavated 12" Typical Power Secondary Power TV & TEL 12" Min 12" Min Separation 4,5 1,2 1 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED EQUIPMENT TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF10' 10' 10' 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 @ H1A, H1B SHALL BE STAGGERED CONNECTOR BARS IN THE FRONT NEUTRALS SHALL BE 18" 16" 13" 12"10" 2" 10" Pedestal will accept up to six 3" conduits SEALED WITH FOAM CONDUIT SHALL BE 120 PVC CONDUIT ELBOWS TYPICAL 24" RADIUS DB SIDE VIEW WITH CONDUIT 10" 18" 16" 13" 10" 2" 36" FRONT VIEW WITH CONDUIT SECONDARY PEDESTAL DETAIL NOT TO SCALE SITE NOT TO SCALE SEC COMM L/E - HH1 to final grade Set handhole flush10 1/4" Approx Approx 15 1/2" Lock Cover Side View folded back with handhole beneath and shall be Conductors enter from 21 1/8" Lock Cover, 10 lbs Captive L-Bolt 12" 1 3/4" 15 7/8" Captive L-Bolt Conduit or CIC 235.234.6558 111TH AVE SESE 164TH ST 1 2 345 SENSITIVE AREA TRACT C 8 9 STORM DRAINAGETRACT A6 7 SE 165TH ST 111TH AVE SE#2ACSRB#2ACSRB16438 16446 16442FEEDROL 16 ST. LIGHT CAB FUSE @ 25T SW#T84189#2ACSRB(101069659) 'A' 'B'53'60' TO BE REMOVED DURING ENERGIZING OF PLAT. TO BE CHARGED TO (108122209) 1" = 50' DESIGNED BY 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 R. BLACKIE 425.457.2614 5.30.20 S. FOX . 7.24.20 S. FOX . 7.24.20 S. FOX . 7.24.20 REDT # (RW-116851)CITY OF RENTON BETHANY CORNER 1Ø PRIMARY U/G LINE EXTENSION - 9 S/F LOTS 16451 111TH AVE SE, RENTON, WA 98055 PUGET SOUND ENERGY N/A IP 132-60 107059335 105093848 1" = 50' 2 OF 3 KING 32 CIKNC QCSOKE 29NE-T23N-R05E 212.083 212.080 2305E113 2305E136 2305E113 ROL-16 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206.346.0144 RIGHT OF WAY AMBER YANG 425.456.2774 . . .SITE PLAN CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE ROL-16 6.8.20 232 242 202 N/A 6 N/A 232 248 202 ... ... ... SCHED.SQ. FT. MAX LRC = CIRCUIT FEET ADDED: 202 FT 27 3,000 115 AMPS THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) DEDICATED FACILITIES (105093848) for Dedicated Stub Location SITE SPAN ADDITIONAL REMARKS LABOR UNITS # FROM TO FOOTAGE -V01 3 40 DED. CONDUIT & WIRE 2-36, 2-54A TOTAL FT= 40 LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Units: BUILDING # ST. LIGHT CAB N/A N/A N/A N/A 1KW N/A 1.7 @ HH1 2.9 @ HH1 CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE (105095145) BLDG.# OF METERS SOURCE # OF RUNS WIRE SIZE REMARKS -1 HH1 1 1/0 ST. LIGHT CABINET ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE COORDINATE WITH PSE ON MAINTAINING ELECTRIC SERVICE TO ADDRESS 16438, 16442, & 16446 DURING ALL PHASES OF CONSTRUCTION SITE SPECIFIC NOTES At P01 (316894-166408) -INSTALL 2" PRIMARY RISER ON NEW S/O BRACKETS (RIS2CSS) 6042.1000 -STIRRUP (2254000) -ALUM "H" CONN (2167000) -FUSE @ 25T (3412400) -INSTALL 1Ø TERM ON FIBERGLASS ARM W/ LINK BREAK CUTOUT & SURGE ARRESTER (TSU1C1) STD 6043.1000 -INSTALL SW#T84189 CROSSING CONDUIT TABLE X-ING # LOCATION GAS POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY LOCATION SIZE (IN)TYPE QTY X01 'A' LOT 1 ELEC ONLY 2 80 1 70 ( )'WCL PRIMARY X02 LOT 1 'B'ELEC ONLY 3 80 1 80 ( )'WCL SECONDARY X03 LOT 3 LOT 9 2 40 1 W 3 80 2 60 ( )'WCL GAS SVC, SECONDARY X04 LOT 4 LOT 7 2 40 1 W 3 80 1 60 ( )'WCL GAS SVC, SECONDARY X05 LOT 5 LOT 6 2 40 1 E 3 80 1 60 ( )'WCL GAS SVC, SECONDARY 2" PVC PLUG /CAPS = 6 2" YELLOW SCH 40 PVC = 180 FT 2" SCH80 GREY PVC = 70 FT 2" PVC PLUG /CAPS = 2 3" SCH80 GREY PVC = 320 FT 3" PVC PLUG /CAPS = 10 EX OVERHEAD CIRCUIT MAP 2305E136 SCALE: 6" = 1 MILE EX UNDERGROUND CIRCUIT MAP 2305E113 SITE SITE SCALE: 1" = 100' DEVELOPER RESPONSIBLE FOR CONDUIT/WIRE FROM HH1 TO METER LOCATION(S). TO BE CHARGED UNDER SEPARATE WO#105095145 235.234.6558 #2ACSR#2ACSRFUSE @ 25T SW#T84189 NEW 1/O AL EIH711-BØ ST. LIGHT 12345 8 967 DEVELOPER RESPONSIBLE FOR CONDUIT/WIRE FROM HH1 TO METER LOCATION DESIGNED BY 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 R. BLACKIE 425.457.2614 5.30.20 S. FOX . 7.24.20 S. FOX . 7.24.20 S. FOX . 7.24.20 REDT # (RW-116851)CITY OF RENTON BETHANY CORNER 1Ø PRIMARY U/G LINE EXTENSION - 9 S/F LOTS 16451 111TH AVE SE, RENTON, WA 98055 PUGET SOUND ENERGY N/A IP 132-60 107059335 105093848 AS SHOWN 3 OF 3 KING 32 CIKNC QCSOKE 29NE-T23N-R05E 212.083 212.080 2305E113 2305E136 2305E113 ROL-16 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206.346.0144 RIGHT OF WAY AMBER YANG 425.456.2774 . . . ... ... ... NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) VAULT & EQUIPMENT TABLE SITE # GRID # VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) AS-BUILT INFORMATION LB DC FOREMAN: INCLUDE PHASE TAPPED V01 316910 166387 42"x48"x38" Unistrut HH Matid: 7663001 50KVA MP TRF 120/240 Matid: 6247100 1 1 MINU1SR 6045.1010 BØ ELB10J 6041.1000 PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)QTY. DESIGN LENGTH (FT) BENDS PULL (LBS) PULL REV (LBS) CABLE SIZE DESIGN LENGTH (FT) PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED LUBRICANT (Gal.) 90° 45° 22° 11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST. ACTUAL P01 V01 2 1 205 1 - - -76 160 1/0 AL JKT 235 - EIH711 --1.6 2" PVC (FT) & BENDS =205 1 0 0 0 1/0 AL JKT TOTAL (FT) =235 TTL(Gal.)1.6 NOT TO SCALE NEW CONDUIT DIAGRAM SECONDARY 2" SECONDARY 3" PRIMARY 2" CONDUIT LEGEND CUST. OWNED SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H1A PEDESTAL 4 - SEPS4 6050.1000 H1B PEDESTAL 4 - SEPS4 6050.1000 HH1 HANDHOLE 2 - 1419 PE HHSL3 6050.2000 CHARGE TO WO#105095145 SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE CONDUIT VOLTAGE ASBUILT INFORMATION SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete FROM TO (1/O,4/O,350)Design (ft)Lot Corner to Meter (ft)(in) Design (ft)90° 45° 22° 11°(Percent) (Percent)Actual Amount Installed Cable Conduit H1A HH1 4/O 130 3 50 3 2.6 2.9 CHARGE TO WO########## 4/O UG Triplex (ft) =130 3" PVC & BENDS (ft)=50 3 0 0 0 0.2 TOTAL QTS OF GLUE 0.2 COMMERCIAL L/E - 105095145 NOT TO SCALE SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE CONDUIT VOLTAGE ASBUILT INFORMATION SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete FROM TO (1/O,4/O,350)Design (ft)Lot Corner to Meter (ft)(in) Design (ft)90° 45° 22° 11°(Percent) (Percent)Actual Amount Installed Cable Conduit V01 H1A 350 65 3 65 2 2.0 1.7 V01 H1B 350 105 3 105 2 2.2 1.9 V01 LOT 3 1/O 55 65 2 55 2 2.7 3.4 V01 LOT 4 1/O 60 65 2 60 2 2.8 3.5 V01 LOT 8 4/O 80 65 3 80 2 2.6 3.2 V01 LOT 9 4/O 80 65 3 80 2 2.6 3.2 H1A LOT 1 1/O 65 2 2.6 2.8 H1A LOT 2 1/O 65 2 2.6 2.8 H1B LOT 5 1/O 65 2 2.8 3.1 H1B LOT 6 4/O 105 65 3 105 2 2.9 3.6 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" H1B LOT 7 4/O 95 65 3 95 2 2.8 3.5 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" H1A HH1 4/O 130 3 50 3 2.6 2.9 COMM HH, SEP TABLE IN PLAN 1/O UG Triplex (ft) =115 2" PVC & BENDS (ft)=115 4 0 0 0 0.3 4/O UG Triplex (ft) =490 3" PVC & BENDS (ft)=580 15 0 0 0 1.7 350 UG Triplex (ft) =170 TOTAL QTS OF GLUE 2.0 235.234.6558