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HomeMy WebLinkAboutMFP17004804DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Franchise Permit: MFP17004804 IVR Number: 17004804 Permit Informa!on Permit Name:Puget Sound Energy - Electric Address/Loca!on:10/05/2017Applica!on Date:7564600055Parcel Number:850 MONROE AVE NE Permit Type :11/07/2017Issue Date:Franchise Permit Work Class:11/07/2018Expira!on Date :Minor U&lity Job Number:105084548Franchise Type :Electric Descrip!on:Install UG termina&on at PO1 and pull wire from JO1 to VO1. Restora&on Per City of Renton Standards. Contacts Name Address PhoneTypeBilling ANISH KUMAR PUGET SOUND ENERGY - ELECTRIC - BILLING 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: BL.005109Electrical Contractor : POTELI*344O4 Construc!on Contractor : POTELI*227PL CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner ANISH KUMAR PUGET SOUND ENERGY - ELECTRIC - BILLING 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Specialized Billing X General Condi!ons & 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 425.457.5816) 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 MFP17004804 Holly Powers 11/3/2017 Justin Johnson 11-7-2017 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 MFP17004804 Justin Johnson 11-7-2017 8:00 am to 3:00 pm 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). Road A NE 10th St NE 10th S t NE 9th St NE 8th StMonroe Ave NEMonroe Ave NEMonroe Ave NELine Pull from J01 to V01 J01 V01 UTILITY WORK AHEAD W21-7 ONE LANE ROAD AHEAD CW20-4 UTILITY WORK AHEAD W21-7 UTILITY WORK AHEAD W21-7 UTILITY WORK AHEAD W21-7 ONE LANE ROAD AHEAD CW20-4 UTILITY WORK AHEAD W21-7 UTILITY WORK AHEAD W21-7 100' 100' 100' 100' 100' 100' CUSTOMER: CONTACT: LOCATION: DATE:W/O # Designed By: Robert Pratt Off: 503-723-7287 Ext 1013 Cell # 503-539-0548 WATCP@KNDSERVICES.NET WSTCS#010077 ORTCS#05152 PSE Carl McDonald 253-395-6934 K&D Services, as the preparer of this traffic control plan makes no representation as to its' general adequacy or being approved for implementation. Approval must result from the Traffic Engineer or other Public Official having statutory enforcement authority in the jurisdiction. Utilization and implementation of this plan shall be a result of that approval. Ref. MUTCD 2009 6A-01 (10) NOT TO SCALE Notes: 1. Maintain ped. access to and through crosswalks 2. Maintain Min. 10' lanes 3. Maintain local access 4. Notify Transit Authority at least 48 hrs. in advance of bus stop closure 5. Traffic control plan and all devices shall comply with MUTCD, PROWAG & WSDOT 6. DEVICE SPACING Flag Taper 20' Signs per WSDOT Tapers per WSDOT 7. 28" Cones 36" Barrels 48" Signs 24" Paddle 8. Adjust to field conditions NOT TO SCALE N S EW NOTIFY EMS, FIRE AND POLICE 72 HOURS IN ADVANCE PLEASE SCHEDULE WITH DISPATCH @ 800-343-4049 OPT.1 AND PROVIDE A COPY OF THE APPROVED TRAFFIC CONTROL PLAN INVENTORY: 6-UTILITY WORK AHEAD 2-ONE LANE ROAD AHEAD 2-FLAGGER AHEAD 2-FLAGGERS 20-CONES Legend Cone ONE LANE ROAD AHEAD CW20-4 one lane road ahead Flagger Flagger Ahead UTILITY WORK AHEAD W21-7 utility work ahead Work Area 850 Monroe Ave NE Renton WA 09/25/17 105084548 Lane Width 12' Posted Speed 30 Flagger Taper 100' Buffer 50' Sign Spacing 100'+/- Devices Taper 20' Devices Tangent 40' MFP17004804 1 2 3 121314 TRACT D TRACT A NE 9TH STREET OLYMPIA AVE NE4 5 6 7 8910 TRACT CTRACT B11#2ACSRFUSE @ 40T SW#T79240ABC 880 863 859 855 #2ACSR#2ACSRFEEDPRE 11 60'53'53'60' N Vicinity Map 47.4972, -122.1746 Owner / Developer Contact Info officeATTN: HARBOUR HOMES, LLC 400 N. 34TH ST., STE. 300 SEATTLE, WA 98103 JAMLE WALLIER 206.315.8130 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 504451468 105084548 504451462 107053965 106322711 PROJECT PHASE PWR NOTIF#ORDER# Superior Distribution Service Stubs 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 105084548107053965Phone INTOLIGHT Contact Information: DANIELLE TROUPE 425.456.2526 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 B.HARMON 425.495.5528 4.14.17 E. ORTIZ .9.7.17 E. ORTIZ .9.7.17 E. ORTIZ .9.7.17 REDT # ( RW-100305 )RENTON THE PINES AT HIGHLANDS 1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS 850 MONROE AVE NE, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 088-60 107053965 105084548 1" = 50'1 OF 2 KING 30 CIKNC QCSOKE 09SE-T23-R05E 206.085 204.080 2305E033 2305E040 2305E033 PRE-11 CABLE CBL TBD CBL TEL TBD TELEPHONE COMM TBD COMM TEL TBD RIGHT OF WAY ROW TBD ROW TEL TBD . . . 11. E-Mail: Cell Phone: Project Manager Contact Information: Manager:BRIAN HARMON 425.495.5528 brian.harmon@pse.com x x x x Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing Space Road Face Quadrant Climbing Space 5" Min CL LCDirection of Vehicular Traffic CONDUIT RISER PLACEMENT DETAIL TOP VIEW NOT TO SCALE ... ... ... CBURRUS@HARBOURHOMES.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 FRONTJOINT 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 @ 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 1" = 50' SITE PLAN SCHED.SQ. FT. MAX LRC = CIRCUIT FEET ADDED: 355 27 2500 80 AMPS CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-11 6.13.17 92 99 154 7 99 99 154 SITE SPECIFIC NOTES At P01 (318439-166868) 1985 CLASS UNK - 45' -INSTALL (1) 2" PRIMARY RISER ON STANDOFF BRACKETS -STIRRUP (2254000) -ALUM "H" CONNECTOR (2167000) (RIS2CSS) 6042.1000 -FUSE @ 40T (3412500), TAP 'A' PHASE -INSTALL SWITCH# T79240 -INSTALL 1Ø TERM ON FIBERGLASS ARM W/ LINKBREAK CUTOUT & SURGE ARRESTOR (TSU1C1) 6043.1000 DEDICATED FACILITIES (105084548) for Dedicated Stub Locations SITE SPAN ADDITIONAL REMARKS LABOR UNITS #FROM TO FOOTAGE -V01 LOT 4 55 DED. CONDUIT & WIRE 2-36, 2-54A -V01 LOT 11 15 DED. CONDUIT & WIRE 2-36, 2-54A TOTAL FT=70 CROSSING CONDUIT TABLE X-ING # LOCATION GAS POWER XING LENGTH TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY LOCATION SIZE (IN)TYPE QTY X01 LOT 2 LOT 14 2 40 1 W 3 SCH 80 2 65 GAS SVC, SECONDARY X02 LOT 4 LOT 11 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY X03 LOT 5 LOT 10 2 40 1 W 3 SCH 80 1 65 GAS SVC, SECONDARY X04 LOT 5 LOT 6 4 40 1 N 3 SCH 80 1 30 GAS MAIN, SECONDARY X05 LOT 6 LOT 9 2 40 1 E 3 SCH 80 2 65 GAS SVC, SECONDARY 2" PVC PLUG /CAPS = 8 2" YELLOW SCH 40 PVC = 260 FT 2" SCH 80 GREY PVC = 0 FT 2" PVC PLUG /CAPS = 0 4" PVC PLUG /CAPS = 2 4" YELLOW SCH 40 PVC = 30 FT 3" SCH 80 GREY PVC = 485 FT 3" PVC PLUG /CAPS = 16 P02, HHA AND ALL RELATED FACILITIES TO BE REMOVED/ RELOCATED ON SEPERATE WORK ORDER 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 MFP17004804 #2ACSRFUSE @ 40T SW#T79240 ABC TO BE RELOCATED#2ACSRFEEDPRE 11 NEW 1/O AL (+6$‘ 1 2 3 121314 4 5 6 7 891011 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 B.HARMON 425.495.5528 4.14.17 E. ORTIZ .9.7.17 E. ORTIZ .9.7.17 E. ORTIZ .9.7.17 REDT # ( RW-100305 )RENTON THE PINES AT HIGHLANDS 1Ø PRIMARY U/G LINE EXTENSION - 14 S/F LOTS 850 MONROE AVE NE, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 088-60 107053965 105084548 AS SHOWN 2 OF 2 KING 30 CIKNC QCSOKE 09SE-T23-R05E 206.085 204.080 2305E033 2305E040 2305E033 PRE-11 CABLE CBL TBD CBL TEL TBD TELEPHONE COMM TBD COMM TEL TBD RIGHT OF WAY ROW TBD ROW TEL TBD . . . ... ... ... EX OVERHEAD CIRCUIT MAP 2305E040 SCALE: 6" = 1 MILE NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE EX UNDERGROUND CIRCUIT MAP 2305E033 SCALE: 1" = 100' SITE 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) 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 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE E01 V01 2 1 285 ------------ P01 V01 2 1 355 ----111 213 1/0 AL JKT 390 EHS496 --- 2" PVC (FT) & BENDS =285 0 0 0 0 1/0 AL JKT TOTAL (FT) =390 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 318433 166894 42"x48"x38" Unistrut HH Matid: 7663001 50KVA MP TRF 120/240 Matid: 6247100 1 1 MINU1SR 6045.1010 AØ SITE 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 MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED EQUIPMENT TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF10' 10' 10' NOT TO SCALE NEW CONDUIT DIAGRAM SECONDARY 2" ST. LT. CIC #6 SECONDARY 3" PRIMARY 2" CONDUIT LEGEND 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)ƒƒƒƒ(Percent)(Percent)Actual Amount Installed Cable Conduit V01 H1A 350 195 3 195 2 3.0 1.9 V01 H1B 350 150 3 120 2 2.7 1.6 V01 LOT 3 1/O 75 50 2 75 1 2.9 3.0 V01 LOT 4 1/O 70 50 2 70 1 2.9 2.9 V01 LOT 5 1/O 15 50 2 15 1 2.4 1.8 V01 LOT 10 1/O 105 50 3 40 2 3.2 3.6 V01 LOT 11 4/O 110 50 3 45 2 2.7 2.7 V01 LOT 12 4/O 120 50 3 55 3 2.8 2.8 H1A LOT 1 1/O 50 2 3.4 2.9 H1A LOT 2 1/O 50 2 3.4 2.9 H1A LOT 13 4/O 95 50 3 30 3 3.6 3.4 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" H1A LOT 14 4/O 85 50 3 20 2 3.8 3.8 H1B LOT 6 1/O 50 2 3.2 2.6 H1B LOT 7 1/O 50 2 3.2 2.6 H1B LOT 8 4/O 90 50 3 25 3 3.5 3.5 H1B LOT 9 4/O 80 50 3 15 2 3.5 3.4 1/O UG Triplex (ft) =265 2" PVC & BENDS (ft)=160 3 0 0 0 0.3 4/O UG Triplex (ft) =580 3" PVC & BENDS (ft)=545 21 0 0 0 2.0 350 UG Triplex (ft) =345 TOTAL QTS OF GLUE 2.3 SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H1A PEDESTAL 5 - SEPL6 6050.1000 H1B PEDESTAL 5 - SEPL6 6050.1000 TYPICAL 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) MFP17004804