Loading...
HomeMy WebLinkAboutP_Site Plans_190606_v1.pdfFOREMAN (CHECK BOX WHEN COMPLETED) #1 Print Name ___________________________________ Date ______________ PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. Grid, Cable, and Switch numbers INSTALLED & VERIFIED. Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE. Material VERIFIED and CHANGES noted on Paperwork. 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 #1 Foreman's Signature _______________________________________________ and that all quality requirements are met. Field Changes RED-LINED on As-built. Total PRIMARY Cable noted on As-built. Correct QC Checklist(s) reviewed. OVERHEAD APPARATUS "When performing planned work on a pole with an existing transformer or device, the Service Provider will change out bolted connectors to pressed connectors". Use unit 1-3A to charge time. If you are working on a pole with the pole ground connected with a hot tap, replace it. If the transformer has split bolts on the secondary neutral or services, replace them. If the primary neutral is connected with a hot tap, replace it. If the transformer bank has a 2-bolt connector on the neutral bus, replace it. #1 #2 #2 Print Name ___________________________________ Date ______________ #2 Foreman's Signature _______________________________________________ PSE GENERAL SPECIFICATIONS General - All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. - Work sites shall be kept clear of debris and all construction materials, equipment and packing shall be removed daily. - Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. - Return all Street lights, area lights and floodlights to Sumner yard. - All fault indicators will be maintained in their current location on the 1/0 cables upon completion of the job. If it is noted to remove any of the indicators they shall be returned to local PSE first response department for re-issue. Preconstruction - Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. - All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. - Notify customers of all outages 48 hours in advance. Work Drawings & Documents - Field design changes shall be approved by PSE Project Manager or Engineer. - Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of work sketch. - Return one Foreman's copy of work sketch to Project Manager at completion of job. - When permits are required, a copy shall be available on work site at all times. Safety - Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements. - Refer to PSE standards 6275.9050 for personal protective grounding requirements. - Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. - Proper line clearances shall be taken at the beginning, and released at the end, of each work day, or as otherwise instructed by the System Operator. Traffic /Pedestrian control notes - Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. -The uniform code of traffic control shall be adhered to at all times.. -Provide signs, barricades, and traffic control in conformance with local permit regulations. -Provide route for pedestrians when working on or near sidewalks. -Maintain traffic flow as required by permitting agency. NOTE: Completely rebuild terminations. EXCEPTION: DO NOT REPLACE CUTOUTS UNLESS THEY ARE THE OLDER "BOX TYPE" OR 50 AMP "TRIP LINK" TYPE CUTOUT. REPLACE J-BOXES IF REQUIRED. UTILIZE FEED-THRU T.U.T.s AND REMOVE J-BOXES IF POSSIBLE. REPLACE ALL TRANSFORMER JUMPERS WITH NEW 1/0 JACKETED CABLE. UNDERGROUND CONSTRUCTION Additional notes to standards. -Erosion control must be placed before construction starts. Silt bags must be installed in downstream catch basins. Existing Utilities: Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point of crossing. Protect underground utilities during excavation. Use hand excavation methods if necessary to avoid damage to existing utilities. Fabricate and install adequate temporary structures to support and protect underground utilities while exposed during construction. Maintain 6" minimum clearance at crossings between existing utilities and new duct installations. Transition trench or tunnel profile gradually as required at crossings. Maintain 24" minimum separation between new trench or tunnel and parallel existing utilities or as required by the permit agency. Excavation - Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of 36" of cover for primary conductors and 24" of cover for secondary conductors. - Road crossings and all trenches within the Right-of-way shall be of sufficient depth to provide a minimum of 36" of cover for all conductors or as required by the permitting Agency. - No rocks larger than 6" shall be included in backfill. - Back fill in road crossings and within the Right-of-way shall be compacted to 95% density or as required by the permitting Agency. - Restore all excavated areas to original condition. Vaults & Hand holes - Refer to PSE standard 6775.0040 "Vault and Hand hole Installation" - Vaults shall be placed level and 2" above final grade in landscaped areas and flush with final grade when placed in hard surface areas. - A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults. - All conduit entrances shall be grouted. Conductors & Conduit - Refer to PSE standard 6800.6000 "PVC Conduit Installation". - Unless splices are called for, or otherwise noted or approved, conduit risers shall be plumbed directly to road crossing conduits. - Install insulating caps on all unused primary bushings. - Civil crew to install Conduit plug on each end until new cable to be installed. - All "spare" conduits shall be capped at each end. Surface Restoration Restore ground surface to original contour and original condition or better. Restore asphalt and concrete in accordance with requirements of local permitting agency. Cold patch or plate trench when necessary. Leave area in its original state or better at the end of construction. EXPOSED SOIL PROTECTION NOTES: AREAS WHERE THE GRADING ACTIVITIES, BORE PIT EXCAVATION OR UTILITY POT HOLING, WILL BE TEMPORARILY STABILIZED BY ONE OF THE FOLLOWING METHODS WHICH ARE BASED ON PERIOD OF EXPOSED SOILS ARE LEFT UNWORKED. -THERE WILL BE NO EXPOSED SOILS ON SITE DURING CONSTRUCTION. ALL SPOILS FROM EXCAVATION WILL BE VAC EXCAVATED INTO THE TRUCK. SCOPE OF WORK The general scope of this project is to remediate primary 1/Ø cables within the project area by the most economic means possible using replacement, or abandonment. The project involves replacing existing electrical cables in new conduit. Project type : Planned Project location : Number of Cables : 15 Cable Footage Estimated : 2,505' Cable Numbers Injected : 0 Cable Numbers Repaired : 0 Cable Numbers Abandoned : 0 Cable Numbers Replaced : 18140, 18139, 18599, 18605, 18606, 18607, 30405, 30406, 30407, 18604, 18603, 18602, 18138, 20045, 20046 Trench Footage Estimated : 835' There will be an advance notice provided by the contractor 24-hour advance notice of no parking in work areas. Access will be maintained to all residences and their driveways. When work is occurring directly in front of driveways, the contractor will work with the residence to manage access. Traffic Revisions Flagging crews will maintain one lane; flaggers will assist vehicles alternating through the roadway during work hours. For more information on the project 24-hour project information (888) 471-7339, (360) 825-5236 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSIONSTRUCTURES, & 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. POTELCO DESIGN AND Signature _________________________________________ Print Name _________________________________________ This design complies with PSE Any/all variations have been Design/Engineering Standards. QUALITY ASSURANCE pre-approved/documented by the appropriate PSE Representative. Date _________________ JOB SITE JOB SITE MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL Notify Customers and Service Area 48 HRS Prior To Planned Outages Trench Method: CABLE REPLACEMENT Approximate Trench Footage:Abandon Cable Segments: Approximate New 3Ø pri. Cable Footage:Approximate 4" Poly Conduit Footage: Replaced Cable Segments: Vaults: BORE680'015920'750' 0 ORDER#NOTIF#PROJECT PHASE MAINTENENCE O & M SUPERIOR FAILED SILICONE REMOVAL EXPENSE 11361547 101111604R1 N/A 108105976 VICINITY MAP OVERHEAD CIRCUIT: MAP # . SCALE 6" = 1 MILE ABANDONING PRIMARY CABLES PSE std. 6825.6200 In a Vault if the cable is ______________________________________________________________________________________ In conduit, -Remove the cable ______________________________________________________________________________________ Not in conduit or it cannot be pulled out, -Cut the cable off approximately one foot from the vault wall. -When practical, attach the old cable number to the cable stub. ______________________________________________________________________________________ In a Minipad hand hole ______________________________________________________________________________________ In conduit, -Remove the cable ______________________________________________________________________________________ Not in conduit or it cannot be pulled out, -Cut the cable off as much as practical -When practical, attach the old cable number to the cable stub. -Stuff the tail into the bottom of the handhole. Be sure the new cables are not trapped by the old cables or the concentric neutrals. ______________________________________________________________________________________ At Risers if the cable is ______________________________________________________________________________________ In Conduit -Remove Cable ______________________________________________________________________________________ Direct buried or it cannot be pulled out, -Cut off riser and old cable just below grade. -Re-fill ground back to existing grade. and the pole will remain. -Attach the old cable number to the cable stub. ______________________________________________________________________________________ DIRECT BURIED Direct buried or it cannot be pulled out, -Remove the riser. and the pole will be replaced -Cut off old cable just below grade. -Re-fill ground back to existing grade. ______________________________________________________________________________________ The cable is direct buried or it cannot be -Cut off riser and old cable just below grade. -Re-fill ground back to existing grade. ______________________________________________________________________________________ NOTE: If the pole is to be replaced, remove the abandoned riser and elbow, and stand off brackets (unless they support other conduits). NOTE: If the riser is made of transite material, it shall be removed following procedures in standard 0100.5000, "Transite Pipe Removal and Disposal." _______________________________________________________________________________________ -Remove (not abandon) aboveground transite riser when it is encountered in the field. Belowground transite may be left in place and backfilled. (Transite is a mixture of asbestos and cement. It is nonmetallic, flame-retardant, and resistant to moisture, low temperature, and corrosive agents). -For removal use an approved certified abatement contractor. Call the Environmental Services Department 24-hour pager (206-994-3186) to have a contractor dispatched. Procedure to Abandon Primary Cables: 1. Call the Systems Operator to request a clearance. 2. Follow the directions to ensure the cable is de-energized, apply proper tags as specified in Standard Practice 0201.1011, "Switching and Clearances Handbook," and report back to the Systems Operator. 3. Obtain a clearance from the Systems Operator on the cable to be abandoned. 4. Cut the ends of the cable. 5. The cable number tag may be left on the abandoned cable. NOTE: The cable number shall not be reused. 6. Call the Systems Operator and release the clearance. 7. Remove all "Danger Do Not Operate" tags. 8. The System Operator will then close the Incident Number (I-number). Existing System: Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable existing system only to make cutovers and connections as directed by PSE System Operator. 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. YLENNI 253-720-9700 09/19/18 C. TOBIN 253-548-4516 09/19/18 N/A N/A N/A C. CHAVEZ 253-395-7045 09/19/18 REQ-CITY OF RENTON GRA-16 MAPLE VALLEY R 2019 CRP CABLE REMEDIATION PROGRAM 2003 MAPLE VALLEY HWY., RENTON, WA 98057 N/A N/A N/A 101111604R1 AS NOTED 1 OF 4 KING N/A N/A QSEPRE SE-17-23-5 N/A N/A 2305E068 2305E088 2305E068 GRA-16 3/14/19 C. CHAVEZ UPDATED VOL. DISTURBANCE TABLE N/A N/A N/A N/A N/A N/A Potelco, Inc.DESIGNED BY 101111604R12003 MAPLE VALLEY HWY., RENTON, WA 98057 SURFACE IMPROVEMENT AND RESTORATION 1) FOLLOWING FINAL GRADING ACTIVITY, SOD SHALL BE PLACED ON EXPOSED SOIL TO PROVIDE PERMANENT AND IMMEDIATE EROSION PROTECTION. 2) TEMPORARY COLD MIX SHALL BE PLACED ON EXPOSED GRAVEL IN HARD SURFACE FOR IMMEDIATE EROSION PROTECTION AND HOT MIX ASPHALT WILL BE APPLIED AT FINAL RESTORATION TO PROVIDE PERMANENT EROSION PROTECTION. INDEX PAGE 1 - GENERAL NOTES PAGE 2 - SITE PLAN PAGE 3 - CABLE & CONDUIT DIAGRAM PAGE 4 - CIVIL SITE PLAN Overflow Filter fabric walls for Catch Basin Grate dewatering sedimentCollected Sediment Catch Basin InsertMID 9995728 Filter fabric skirtSecured with grate. Gravel Check Dam 6" Min must be higher at sides Gravel bags (MID 9995692) than center. EROSION CONTROL NOT TO SCALE 2305E088 LEGEND SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV THREE PHASE WIRE/CABLE - 12.5 KV CABLE TERMINATION BUS (J-BOX) NEW OVERHEAD TO UNDERGROUND CABLE OVERHEAD TO UNDERGROUND CABLE TERM. 10T, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE TOTAL UNDERGROUND XFMR (T.U.T.) NEW COMBINATION J-BOX/PADMOUNT XFMR UNDERGROUND COMBINATION J-BOX/XFMR N.T.S. = NOT TO SCALE X.F.M.R. = TRANSFORMER P.E. = POLYETHYLENE ABBREVIATIONS PRIMARY METERING CABLE SPLICE FAULT INDICATOR WILL NOT PHASE (WNØ) NORMAL OPEN (N.O.) FUSED DISCONNECT: SOLID BLADE DISCONNECT HANDHOLE PULL VAULT UNDERGROUND SWITCH UNDERGROUND J-BOX NEW PADMOUNT XFMR NEW UNDERGROUND XFMR PAD MOUNT XFMR ELECTRONIC MARKER COMBINATION J-BOX/PADMOUNT XFMR NEW UNDERGROUND COMBINATION J-BOX/XFMR TERMINATION CABLE TO REPLACE PROPERTY LINE RIGHT OF WAY CENTERLINE EASEMENT CL For contacts below dial 1-888-CALL PSE (225-5773) Contact Information PSE: PLANNER 355 110TH AVE NE BELLEVUE, WA 98004 COLLEEN FEASEL 425-456-2295 Primary Power in DB120 Conduit (ROW) Excavated Dirt Pile ROADSIDE Final Grade 24" Min (ROW) 36" Min Cover (PVT PROP) 30" Min - 36" Preferred 48" Max Backfill (No rocks over 10" diameter) 3" Sand Bedding 12" Typical TRENCH DETAIL NOT TO SCALE 12" Min Sand Shading - A 3" 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 - A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter.12" MIN 48" MAX 36" MIN EXISTING PAVEMENT / SIDEWALK VERTICAL SAW CUT LINE CRUSHED SURFACING MATERIAL COMPACT TO 95% MAX DENSITY. EXCAVATION AND HARD RESTORATION DETAIL NOT TO SCALE 12" MIN Primary Cable(S) 3" Sand Bedding 12" Min Sand Shading 12" MIN ASPHALT PATCH, 2" MIN MATCH EXISTING in Conduit (ROW) 36" MIN (PVT PROP) 30" MIN - 36" Preferred 2205 2003 2217 2205 2205 P#1723059087 M A P L E V A L L E Y H W Y ( P A V E D ) M A P L E V A L L E Y H W Y ( P A V E D ) M A P L E V A L L E Y H W Y ( P A V E D ) 100T X1348 25T X1141 25T X1112 P#: 3955901420 P#: 1 7 2 3 0 5 9 1 4 0 2439 2447 2205 B P - 1 B P - 2 BP-3 BP-4 BP-5 BP-6 BP-7 BP - 9 BP-8BORE ~ 70'B O R E ~ 1 0 5 'BORE ~ 15'BO R E ~ 1 4 0 ' BO R E ~ 1 3 5 'BORE ~ 60'BO R E ~ 5 5 ' P#: 1723059103 P#: 1723059087 RIVIERA APARTMENTS ACRD (PAVED) RIVIERA APARTMENTS ACRD (PAVED)P#: 1 7 2 3 0 5 9 1 4 7 P#: 1723059101OPEN TRENCH ~ 10'OPEN TRENCH ~ 10'OPEN TRENCH ~ 10'EOP =24' EOP =42' PARKING LOT PARKING LOT EOP =53' ROW =170' EOP =52' ROW =116' ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ SITE PLAN SCALE: 1:50 CREW TO PROVIDE ALL PROPERTY OWNER'S THAT ARE IMPACTED BY PROJECT PRIOR NOTICE AND MAKE AN EFFORT TO WORK WITH PROPERTY OWNER'S TO MAINTAIN THEIR ACCESS TO THEIR PROPERTY, AS WELL AS, REDUCE THE IMPACT OF OUR WORK ON THEIR USE OF THEIR PROPERTY." CIRCUIT FEET REMOVED: 769' CIRCUIT FEET ADDED: 750' ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE CABLE REPLACED?FROM TO 18605 UNK P01 J01 139 YES 18606 10667387 P01 J01 139 YES 18607 UNK P01 J01 139 YES 30405 10625417 J01 V01 107 YES 30406 UNK J01 V01 107 YES 30407 UNK J01 V01 107 YES 18602 UNK P02 J02 74 YES 18603 UNK P02 J02 74 YES 18604 UNK P02 J02 74 YES 18140 UNK J02 J03 365 YES 18139 UNK J02 J03 365 YES 18599 UNK J02 J03 365 YES 20046 UNK P03 J03 84 YES 20045 UNK P03 J03 84 YES 18138 UNK P03 J03 84 YES TOTAL CIRCUIT FEET 769' WIRE CREW FOREMAN NOTE: ALL FAULT INDICATORS WILL BE MAINTAINED IN THEIR CURRENT LOCATION ON 1/0 CABLES AFTER NEW CABLE IS INSTALLED UNLESS OTHERWISE SPECIFIED. PLEASE RED-MARK ALL FAULT INDICATORS ON "CABLE DIAGRAM" FOR MAPPING. CIVIL CREW FOREMAN NOTE: MAINTAIN ON SITE, IN GOOD CONDITION, A COMPLETE FILE OF ALL WORK DRAWINGS. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES TO A PUGET SOUND ENERGY REPRESENTATIVE. CORRECTIONS AND CHANGES MADE DURING THE JOB SHALL BE RECORDED CONTINUOUSLY ON THESE DRAWINGS. MARK ALL UNDERGROUND UTILITIES ENCOUNTERED DURING CONSTRUCTION ON THESE DRAWINGS. FURNISH PUGET SOUND ENERGY A COMPLETE SET OF AS-BUILT PRINTS (FOREMAN'S COPIES) AT THE END OF THE JOB. 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. YLENNI 253-720-9700 09/19/18 C. TOBIN 253-548-4516 09/19/18 N/A N/A N/A C. CHAVEZ 253-395-7045 09/19/18 REQ-CITY OF RENTON GRA-16 MAPLE VALLEY R 2019 CRP CABLE REMEDIATION PROGRAM 2003 MAPLE VALLEY HWY., RENTON, WA 98057 N/A N/A N/A 101111604R1 AS NOTED 2 OF 4 KING N/A N/A QSEPRE SE-17-23-5 N/A N/A 2305E068 2305E088 2305E068 GRA-16 3/14/19 C. CHAVEZ UPDATED VOL. DISTURBANCE TABLE N/A N/A N/A N/A N/A N/A Potelco, Inc.DESIGNED BY 101111604R1Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing SpaceRoad Face Quadrant Climbing Space 5" Min CL LCDirection of Vehicular Traffic TOP VIEWCONDUIT RISER REPLACEMENT DETAIL @ P01 NOT TO SCALE FOREMAN NOTE: CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7 BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE TO UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS & BODILY INJURY. 200-foot Shoreline Jurisdiction Ordinary High Water Mark 100T X1348 25T X1141 25T X1112582.4 lbs 583.3 lbs161.0 lbs 158.3 lbs161.0 lbs 158.3 lbs277.4 lbs 277.4 lbs373.3 lbs 326.6 lbsEHY168 - AØ EHY169 - BØ EHY170 - CØ 1-4" - L______' EHY171 - AØ EHY172 - BØ EHY173 - CØ 1-4" - L______' EHY180 - AØ EHY181 - BØ EHY182 - CØ 1-4" - L______' 2-4" - L______' EHY177 - AØ EHY178 - BØ EHY179 - CØ 1-4" - L______' EHY174 - AØ EHY175 - BØ EHY176 - CØ 1-4" - L______' AEG612 - AØ AEG613 - BØ EXISTING TO REMAIN 30443 - AØ 30442 - BØ 30441 - CØ EXISTING TO REMAIN 18600 - CØ EXISTING TO REMAIN 18141 - CØ EXISTING TO REMAIN 100T X1348 25T X1141 25T X1112 AØ30407 BØ30406 CØ30405 AØ18607 BØ18606 CØ18605 AØ20046 BØ20045 CØ18138 AØ18604 BØ18603 CØ18602 AØ18140 BØ18139 CØ18599 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. YLENNI 253-720-9700 09/19/18 C. TOBIN 253-548-4516 09/19/18 N/A N/A N/A C. CHAVEZ 253-395-7045 09/19/18 REQ-CITY OF RENTON GRA-16 MAPLE VALLEY R 2019 CRP CABLE REMEDIATION PROGRAM 2003 MAPLE VALLEY HWY., RENTON, WA 98057 N/A N/A N/A 101111604R1 AS NOTED 3 OF 4 KING N/A N/A QSEPRE SE-17-23-5 N/A N/A 2305E068 2305E088 2305E068 GRA-16 3/14/19 C. CHAVEZ UPDATED VOL. DISTURBANCE TABLE N/A N/A N/A N/A N/A N/A Potelco, Inc.DESIGNED BY 101111604R1CREW TO PROVIDE ALL PROPERTY OWNER'S THAT ARE IMPACTED BY PROJECT PRIOR NOTICE AND MAKE AN EFFORT TO WORK WITH PROPERTY OWNER'S TO MAINTAIN THEIR ACCESS TO THEIR PROPERTY, AS WELL AS, REDUCE THE IMPACT OF OUR WORK ON THEIR USE OF THEIR PROPERTY." WIRE CREW FOREMAN NOTE: ALL FAULT INDICATORS WILL BE MAINTAINED IN THEIR CURRENT LOCATION ON 1/0 CABLES AFTER NEW CABLE IS INSTALLED UNLESS OTHERWISE SPECIFIED. PLEASE RED-MARK ALL FAULT INDICATORS ON "CABLE DIAGRAM" FOR MAPPING. CIVIL CREW FOREMAN NOTE: MAINTAIN ON SITE, IN GOOD CONDITION, A COMPLETE FILE OF ALL WORK DRAWINGS. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES TO A PUGET SOUND ENERGY REPRESENTATIVE. CORRECTIONS AND CHANGES MADE DURING THE JOB SHALL BE RECORDED CONTINUOUSLY ON THESE DRAWINGS. MARK ALL UNDERGROUND UTILITIES ENCOUNTERED DURING CONSTRUCTION ON THESE DRAWINGS. FURNISH PUGET SOUND ENERGY A COMPLETE SET OF AS-BUILT PRINTS (FOREMAN'S COPIES) AT THE END OF THE JOB. CIVIL FOREMAN NOTE: POTHOLING IS REQUIRED PRIOR TO DRILLING AND THE BORE PROFILE SHALL BE PREPARED ON SITE AND PROVIDED TO THE INSPECTOR FOR APPROVAL. NEW CONDUIT SHALL BE AT 36" MINIMUM DEPTH TO THE TOP AND MAINTAIN A MINIMUM 1-FOOT VERTICAL CLEARANCE BETWEEN OUTER SURFACE OF EXISTING STRUCTURE AND MINIMUM 5-FOOT HORIZONTAL SEPARATION OF WATER MAIN, STORM DRAIN AND SEWER STRUCTURE. CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7 BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE TO UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS & BODILY INJURY. INSTALL CATCH BASIN INSERT ON ALL CB WITH CONSTRUCTION ZONE. VAULT & EQUIPMENT TABLE SITE GRID NUMBER VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID)REMARKS LB DC J01 317780 166473 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS. J-BUS EXISTING 6 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS J02 317724 166548 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS. J-BUS EXISTING 6 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS J03 317705 166574 EXISTING JUNCTION BOX J-BOX BELOW GRADE W/ 3-4 POS. J-BUS EXISTING 6 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS V01 317778 166462 EXISTING VAULT 112.5kVA PM XFMR 120/208v EXISTING 3 - REPLACE ELBOWS & CONDUCTORS WIRE CREW TO INSTALL GRID NUMBERS TOTALS : 21 - PRIMARY CABLE & CONDUIT DIAGRAM NOT TO SCALE CIVIL CREW NOTE: ALL 4" - 90° BENDS MIN 60" RADIUS SCH-80 PVC ALL 4" - 45° BENDS SCH-80 PVC - ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL CABLE IS INTALLED PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT PRIMARY CABLE REMARKS FROM TO SIZE (in)QTY DESIGN LENGTH (ft) ACTUAL LENGTH (ft) TYPE BENDS PULL (lbs) PULL REV (lbs) CABLE SIZE DESIGN LENGTH (ft) ACTUAL LENGTH (ft) CABLE NUMBERS PLEASE RECORD FOREMAN - COMPLETE DB120 POLY SCH 80 90 45 22 11 A B C MANUFACTURER COMPOUND YEAR P01 J01 4 1 10 158.3 161.0 1/0 AL JKT 55 EHY168 EHY169 EHY170 J01 V01 4 1 225 582.4 583.3 1/0 AL JKT 240 EHY171 EHY172 EHY173 P02 J02 4 1 10 158.3 161.0 1/0 AL JKT 55 EHY174 EHY175 EHY176 J02 J03 4 1 360 277.4 277.4 1/0 AL JKT 380 EHY177 EHY178 EHY179 P03 J03 4 1 145 326.6 373.3 1/0 AL JKT 190 EHY180 EHY181 EHY182 TOTAL 4"750'TOTAL 3Ø 920' QTS OF GLUE 2.3 GALS OF LUBE 4.7 SURFACE IMPROVEMENT AND RESTORATION 1) FOLLOWING FINAL GRADING ACTIVITY, SOD SHALL BE PLACED ON EXPOSED SOIL TO PROVIDE PERMANENT AND IMMEDIATE EROSION PROTECTION. 2) TEMPORARY COLD MIX SHALL BE PLACED ON EXPOSED GRAVEL IN HARD SURFACE FOR IMMEDIATE EROSION PROTECTION AND HOT MIX ASPHALT WILL BE APPLIED AT FINAL RESTORATION TO PROVIDE PERMANENT EROSION PROTECTION. 2"/4" POLY Electric Cable in Conduit Final Grade 24" Typical (6" Min) 36" Min Cover Backfill shall not damage the conduit. Backfill w/ while directional drilling 36" Min Depth Final Grade 24" Typical (6" Min)8' Longcrushed rock 5/8 minus PLAN VIEWTYPICAL BORE COVER Will maintain 36" Min. depth BORE PIT DETAIL NOT TO SCALE BORE PIT POT HOLE *NOTE:BORE PITS, TRENCH HATCHING & POTHOLES ARE NOT SHOWN TO SCALE FOR VISUAL PURPOSES. PLEASE SEE BORE PIT DETAIL FOR TYP. BORE PIT & TRENCH DIMENSIONS. 4" Min Sand Shading 2" Sand Bedding VOLUME OF DISTURBANCE TABLE TYPE DESCRIPTION SIZE (FT)REM CU YD (APPX) GRAVEL FILL CU YD (APPX) TYPE OF SURFACE REMARKS BP-1 BORE PIT 2 X 8 1.8 1.8 HARD BP-2 BORE PIT 2 X 8 1.8 1.8 HARD BP-3 BORE PIT 2 X 8 1.8 1.8 HARD BP-4 BORE PIT 2 X 8 1.8 1.8 HARD BP-5 BORE PIT 2 X 8 1.8 1.8 HARD BP-6 BORE PIT 2 X 8 1.8 1.8 HARD BP-7 BORE PIT 2 X 8 1.8 1.8 HARD BP-8 BORE PIT 2 X 14 3.1 3.1 HARD BP-9 BORE PIT 2 X 8 1.8 1.8 HARD OPEN TRENCH ROW 1 X 15 1.7 1.7 SOFT OPEN TRENCH PVT PROP 1 X 10 1.1 1.1 HARD OPEN TRENCH PVT PROP 1 X 5 0.6 0.6 SOFT TOTAL CU YDS (APPX)20.7 20.7 EXISTING UNDERGROUND MAP: # . SCALE: 1:100 2305E068 CONSTRUCTION NOTES P01 -CUT OFF 1- 4" L _____' RISER JUST BELOW GRADE -CUT OFF BARE CONCENTRIC CABLE L_____' JUST BELOW GRADE -REFILL GROUND BACK TO GRADE -REMOVE OLD C/O & TERM -INST 3Ø LI C/O TERM F:100T STD 6043.1000 (TSU3L1F) -INST 1-4" L_____' RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS4CSS) -INST SW# X1348 CONSTRUCTION NOTES P02 -CUT OFF 1- 4" L _____' RISER JUST BELOW GRADE -CUT OFF BARE CONCENTRIC CABLE L_____' JUST BELOW GRADE -REFILL GROUND BACK TO GRADE -REMOVE OLD C/O & TERM -INST 3Ø LB C/O TERM F:25T STD 6043.1000 (TSU3C1F) -INST 1-4" L_____' RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS4CSS) -INST SW# X1141 CONSTRUCTION NOTES P03 -CUT OFF 1- 4" L _____' RISER JUST BELOW GRADE -CUT OFF BARE CONCENTRIC CABLE L_____' JUST BELOW GRADE -REFILL GROUND BACK TO GRADE -REMOVE OLD C/O & TERM -INST 3Ø LB C/O TERM F:25T STD 6043.1000 (UTSU3C1) -INST 1-4" L_____' RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS4CSS) -INST SW# X1112 2205 2003 2217 2205 2205 P#1723059087 M A P L E V A L L E Y H W Y ( P A V E D ) M A P L E V A L L E Y H W Y ( P A V E D ) M A P L E V A L L E Y H W Y ( P A V E D ) 100T X1348 25T X1141 25T X1112 P#: 3955901420 P#: 1 7 2 3 0 5 9 1 4 0 2439 2447 2205 P#: 1723059103 P#: 1723059087 RIVIERA APARTMENTS ACRD (PAVED) RIVIERA APARTMENTS ACRD (PAVED)P#: 1 7 2 3 0 5 9 1 4 7 P#: 1723059101 PARKING LOT PARKING LOT ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ 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. YLENNI 253-720-9700 09/19/18 C. TOBIN 253-548-4516 09/19/18 N/A N/A N/A C. CHAVEZ 253-395-7045 09/19/18 REQ-CITY OF RENTON GRA-16 MAPLE VALLEY R 2019 CRP CABLE REMEDIATION PROGRAM 2003 MAPLE VALLEY HWY., RENTON, WA 98057 N/A N/A N/A 101111604R1 AS NOTED 4 OF 4 KING N/A N/A QSEPRE SE-17-23-5 N/A N/A 2305E068 2305E088 2305E068 GRA-16 3/14/19 C. CHAVEZ UPDATED VOL. DISTURBANCE TABLE N/A N/A N/A N/A N/A N/A Potelco, Inc.DESIGNED BY CIVIL SITE DETAILED PLAN SCALE: 1:50 EXISTING WATER EXISTING POWER EXISTING TELEPHONE EXISTING GAS EXISTING STORM DRAIN EXISTING SEWER LEGEND EXISTING FIBER OPTIC STREET CENTER LINECL RIGHT OF WAY CABLE TO REPLACE BORE PIT BORE PIT"BP"- - -- SCALE: 1"=___' NEW J-BOX VAULT PROPERTY LINE EASEMENT POT HOLE 101111604R1CREW TO PROVIDE ALL PROPERTY OWNER'S THAT ARE IMPACTED BY PROJECT PRIOR NOTICE AND MAKE AN EFFORT TO WORK WITH PROPERTY OWNER'S TO MAINTAIN THEIR ACCESS TO THEIR PROPERTY, AS WELL AS, REDUCE THE IMPACT OF OUR WORK ON THEIR USE OF THEIR PROPERTY." WIRE CREW FOREMAN NOTE: ALL FAULT INDICATORS WILL BE MAINTAINED IN THEIR CURRENT LOCATION ON 1/0 CABLES AFTER NEW CABLE IS INSTALLED UNLESS OTHERWISE SPECIFIED. PLEASE RED-MARK ALL FAULT INDICATORS ON "CABLE DIAGRAM" FOR MAPPING. CIVIL CREW FOREMAN NOTE: MAINTAIN ON SITE, IN GOOD CONDITION, A COMPLETE FILE OF ALL WORK DRAWINGS. THESE DRAWINGS SHALL BE AVAILABLE AT ALL TIMES TO A PUGET SOUND ENERGY REPRESENTATIVE. CORRECTIONS AND CHANGES MADE DURING THE JOB SHALL BE RECORDED CONTINUOUSLY ON THESE DRAWINGS. MARK ALL UNDERGROUND UTILITIES ENCOUNTERED DURING CONSTRUCTION ON THESE DRAWINGS. FURNISH PUGET SOUND ENERGY A COMPLETE SET OF AS-BUILT PRINTS (FOREMAN'S COPIES) AT THE END OF THE JOB. 100T X1348 25T X1141 25T X1112 AØ30407 BØ30406 CØ30405 AØ18607 BØ18606 CØ18605 AØ20046 BØ20045 CØ18138 AØ18604 BØ18603 CØ18602 AØ18140 BØ18139 CØ18599 FOREMAN MAP: U MAP # / UG MAP # . SCALE: 1" = 100' 2305E068 2305E068