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Home My WebLink AboutP_Design_101102119_V1_170830CL U O N N_ W U) O 0 L0 .L W w cr W coU 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 Streetlights, 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. dost control a Traffic /Pedestrian n n r of 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 ABANDONING PRIMARY CABLES PSE std. 6825.6200 In a Vault if the cable is Existing Utilities: In conduit, -Remove the cable Not in conduit or it cannot be pulled out, -Cut the cable off approximately one foot 8. The System Operator will then close the Incident Number (1 -number). from the vault wall. Existing System: -When practical, attach the old cable 10T, 15T, 25T, 40T, 100T -INDICATES FUSE SIZE number to the cable stub. In a Minipad hand hole Maintain 6" minimum clearance at crossings between existing utilities and new duct In conduit, -Remove the cable Not in conduit or it cannot be pulled out, -Cut the cable off as much as practical The general scope of this project is to remediate primary 1/0 cables within the project area by the most economic -When practical, attach the old Cable number to means possible using replacement, or abandonment. the cable stub. The project involves replacing existing electrical cables in new conduit. -Stuff the tail into the bottom of the NEW COMBINATION J-BOX/PADMOUNT XFMR handhole. Be sure the re,,,, cables are not Project type : Planned trapped by the old cables or the concentric Project location: 15706 SE 128TH ST RENTON, WA 98059 neutrals. At Risers if the cable is - No rocks larger than 6" shall be included in backfill In Conduit -Remove Cable Direct buried or it cannot be pulled out, -Cut off & cap the cable at the top of the riser. and the pole will remain. -Attach the old cable number to the cable stub. DIRECT BURIED Date Direct buried or it cannot be pulled out, -Remove the riser. and the pole will be replaced -Cut off & cap the cable underground near the base of the Trench Footage Estimated :286' pole. The cable is direct buried or it cannot be -C off the cable undergroundr se of the -Cut o & ca near the ba p pulled out, and the pole will be removed. pole. -Provide route for pedestrians when working on or near sidewalks. NOTE: If the pole is to be replaced, remove the abandoned riser and elbow, and stand off brackets (unless they support other conduits). -Maintain traffic flow as required by permitting agency. NOTE: If the riser is made of transite material, it shall be removed following procedures in standard 0100.5000, "Transite Pipe Removal and Disposal." NOTE: Completely rebuild terminations. EXCEPTION: DO NOT REPLACE CUTOUTS UNLESS THEY ARE THE OLDER "BOX TYPE" OR 50 AMP "TRIP LINK" TYPE CUTOUT. -Remove (not abandon) aboveground transite riser when it is encountered in the field. Belowground transite may be left in REPLACE J -BOXES IF REQUIRED. UTILIZE FEED-THRU T.U.T.S AND REMOVE place and backfilled. (Transite is a mixture of asbestos and cement. It is nonmetalVic, flame-retardant, and resistant to moisture, low temperature, and corrosive agents). J -BOXES IF POSSIBLE. REPLACE ALL TRANSFORMER JUMPERS WITH NEW 1/0 -For removal use an approved certified abatement contractor. Call the Environmental Services Department 24-hour pager JACKETED CABLE. (206-994-3186) to have a contractor dispatched. Procedure to Abandon Primary Cables: UNDERGROUND CONSTRUCTION 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 Additional notes to standards. 0201. 1011, "Switching and Clearances Handbook," and report back to the Systems Operator. EROSION CONTROL -Erosion control must be placed before construction starts. Silt bags must be installed in 3. Obtain a clearance from the Systems Operator on the cable to be abandoned. NOT TO SCALE downstream catch basins. 4. Cut the ends of the cable. 5 The cable number to ma be left on the abandoned Cable 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. 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. EROSION & SEDIMENT CONTROL REQUIREMENTS EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES'. ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION''. STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)' Filter fabric skirt— Secured with grate. v Overt ow Catch Basin Grate �-- F ter fabric walls for Collected Sediment �' de"vatering sediment Catch Basin Insert MID 9995728 Gravel bags (MID 9995692) must be higher at sides than center. ,. 6" Min 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. 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. POTELCO DESIGN AND QUALITY ASSURANCE ❑ This design complies with PSE Design/Engineering Standards. Any/all variations have been pre-approved/documented by the appropriate PSE Representative. Signature ®� /T/l G Print Name r7liy i ( A • 70.-171A, -17/A Date INDEX PAGE 1 - GENERAL NOTES PAGE 2 - SITE PLAN. CABLE & CONDUIT DIAGRAM -NG LEGEND QE NOTE: The cable number shall not be reused. Existing Utilities: 6. Call the Systems Operator and release the clearance. Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point 7. Remove all "Danger Do Not Operate" tags. of crossing. Protect underground utilities during excavation. Use hand excavation methods if 8. The System Operator will then close the Incident Number (1 -number). necessary to avoid damage to existing utilities. Fabricate and install adequate temporary Existing System: structures to support and protect underground utilities while exposed during construction. 10T, 15T, 25T, 40T, 100T -INDICATES FUSE SIZE ❑ Maintain existing electrical system in service until new system is complete, tested, and ready for service. Maintain 6" minimum clearance at crossings between existing utilities and new duct Disable existing system only to make cutovers and connections as directed by PSE System Operator. installations. Transition trench or tunnel profile gradually as required at crossings. Maintain SCOPE OF WORK 24" minimum separation between new trench or tunnel and parallel existing utilities or as The general scope of this project is to remediate primary 1/0 cables within the project area by the most economic required by the permit agency. means possible using replacement, or abandonment. Excavation The project involves replacing existing electrical cables in new conduit. - Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of NEW COMBINATION J-BOX/PADMOUNT XFMR 36" of cover for primary conductors and 24" of cover for secondary conductors. Project type : Planned - Road crossings and all trenches within the Right-of-way shall be of sufficient depth to Project location: 15706 SE 128TH ST RENTON, WA 98059 provide a minimum of 36" of cover for all conductors or as required by the permitting Agency. Number of Cables: 1 - No rocks larger than 6" shall be included in backfill Cable Footage Estimated : 286' - Back fill in road crossings and within the Right-of-way shall be compacted to 95% density or Cable Numbers Injected : 0 as required by the permitting Agency. Cable Numbers Repaired: 0 - Restore all excavated areas to original condition. Cable Numbers Abandoned: 0 Date Cable Numbers Replaced: 16864 Vaults &Hand holes FAULT INDICATOR - Refer to PSE standard 6775.0040 "Vault and Hand hole Installation" Trench Footage Estimated :286' - Vaults shall be placed level and 2" above final grade in landscaped areas and flush with There will be an advance notice provided by the contractor final grade when placed in hard surface areas. 24-hour advance notice of no parking in work areas. Access will be maintained to all residences and their - A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults. driveways. When work is occurring directly in front of driveways, the contractor will work with the residence to - All conduit entrances shall be grouted. manage access. Conductors & Conduit Traffic Revisions - Refer to PSE standard 6800.6000 "PVC Conduit Installation". Flagging crews will maintain one lane; flaggers will assist vehicles alternating through the roadway during work - Unless splices are called for, or otherwise noted or approved, conduit risers shall be hours. plumbed directly to road crossing conduits. For more information on the project - Install insulating Caps on all unused primary bushings. 24-hour project information (888) 471-7339, (360) 825-5236 - Civil crew to install Conduit plug on each end until new cable to be installed. TRENCH PATH - All "spare" conduits shall be capped at each end. ABBREVIATIONS Surface Restoration Restore ground surface to original contour and original condition or better. Restore asphalt P.E. = POLYETHYLENE 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. 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. POTELCO DESIGN AND QUALITY ASSURANCE ❑ This design complies with PSE Design/Engineering Standards. Any/all variations have been pre-approved/documented by the appropriate PSE Representative. Signature ®� /T/l G Print Name r7liy i ( A • 70.-171A, -17/A Date INDEX PAGE 1 - GENERAL NOTES PAGE 2 - SITE PLAN. CABLE & CONDUIT DIAGRAM -NG LEGEND QE ELECTRONIC MARKER Q SOLID BLADE DISCONNECT J ❑ UNDERGROUND COMBINATION J-BOX/XFMR t FUSED DISCONNECT: J 7,L COMBINATION J-BOX/PAbMOUNTXFMR Cables or Conduit 10T, 15T, 25T, 40T, 100T -INDICATES FUSE SIZE ❑ ❑ Material VERIFIED and CHANGES noted on Paperwork. NORMAL OPEN (N.O.) J ■ NEW UNDERGROUND COMBINATION J-BOX/XFMR ❑ ❑ PAVEMENT / SIDEWALK ❑ WNL WILL NOT PHASE (WNO) J A NEW COMBINATION J-BOX/PADMOUNT XFMR Correct QC Checklist(s) reviewed. ❑ ❑ TOTAL UNDERGROUND XFMR (T.U.T.) C>— OVERHEAD TO UNDERGROUND CABLE TERM. ✓ ��/j , �— NEW OVERHEAD TO UNDERGROUND CABLE a PAD MOUNT XFMR #1 Print TERMINATION Date NEW UNDERGROUND XFMR O FAULT INDICATOR MATCH EXISTING NEW PADMOUNT XFMR FOREMAN #1 CABLE SPLICE U -MAP NO (POWER) 2305EO44 UNDERGROUND J -BOX UG CKT MAP 2305EO44 PRIMARY METERING FOREMAN #2 UNDERGROUND SWITCH ,—, CABLE TERMINATION BUS (J -BOX) IMAPPING PULL VAULTI, — — —�� CUT LINE THREE PHASE WIRE/CABLE - 12.5 KV Q HANDHOLE 36" MIN (ROW) SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV _____________ TRENCH PATH ABBREVIATIONS TO 95% MAX DENSITY. P.E. = POLYETHYLENE PUGET SOUNDer ENERGY DESIGNED BY Potelco, Inc. X.F.M.R. = TRANSFORMER INCIDENT MAOP N/A N/A Ga N Order 101102Elect 1 9 SCALE PAGE AS NOTED 1!2 N.T.S. = NOT TO SCALE 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. - A 3" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter. Excavated Dirt Pile ROADSIDE 12" Typical 24" Min ----------- Final Final Grade l ✓� ./'. '' is C 36" Min Cover (ROW) Backfill 24"Min cover fNo rocks over 10" diameter (Pvt. Property) ` r ) 48" l/ Max % Fr a 12" Min Sand Shading 'y 3" Sand Bedding ❑ 12" MIN 12" MIN Primary Power in DB120 Conduit (ROW) ❑ Primary Power in SCH80 Conduit (Pvt. Property) ❑ Cables or Conduit TRENCH DETAIL NOT TO SCALE 25T25T X11488 -""'- .. _............ i I X11489 25T 15T I I I 40T 67..A : I I r NK00384 eJ Y I I C 25T B •• � NI 1 ....fir...... - I 1 I ::B� 1 25T ) T •• L. _ � MAP C /f''•C CO2769 I 15 e .A ''� II B ,A ':....: Q . • �:..i E �: QI I ' 47320 �25T 1+ ca : 'B �••.............. wl I i C LnLf 0•• 100T1 X I25T I o . �o. C MLO�I ,B 65T A 25TH I C T x 100T X723 X427 M 477 100T AI 171615 X480 25T I 3 1100T 25T :O MAP 13 I 100T +65T N1 Z;1 Ni6T -- 140T C: Ni 11796 �y �Vi MAP 1 Al .� X1100 I 65T 30 STS 'KI ,....:y ... �I X11797 — — B i 1 X11205 :A .... QI 25T X _79_8 I � �`t IB Q CK547 A 65T I X11799 25 A I `_ I I913 •.;? : • ST SE 1.32 ST A t NI 1 %I I • 65 601 100T 1— ~ _ J4;0 -T-- —I A AC 1132 PL A - � r- 1 C03536©....,•*X10062 40T •-A I A.... r _ _ _ _ co .A ."A, C5 65T 25 ,................... .6 . I X879X1180 I --o NK9965T..I 40T — — A 15TI X_ EL ..A.... C : X10271 NI A 25T SE X10272 X11801' N .. X1.0�51:� X8899 �' X9177 - g 1 ` ST 25� -h Jo C) ° �I . �...CT •' 0 25T' 4L,- 10Q A 40T t SE 40T 135 I + '1j p� t (N p A 1.36 `r ST 30 `': `ro3� X8900 I CI 6ss�2p 3 X ^I A 65T i h t•• .'�' — -� t I S L. T 40T A�' .. A 80 97 . A 3: eX8898 CX9137 125 11739•••• ,X11208 R 65T;.� M 1 1 03 D 65T 3¢.... 5T_ — •� X8901 B�• I •� ... 3�•, i©C00593 I X11615 'B &c• - �• ' B� X12523 I O B ' X11802 40T I C LIBERTY I 40T �• id1... 1,� C00824 1.38_ PL p.......... H.S _ c•:c e c •A•40T' Qc NK00034 IJ8 ST 1;i9. • a.. pt I F : 1.39 C PL X9139 X1183 25T •WOB SITE X11804 a 25T • :Q C.� T76549 15T — — 100TA .. _ _ ... ••: MAPLEMVW �O A. 'N X546 MAP . X11805 HEX)YrS ST 65T 13 25T .... PARK 3••S ... raw A _ — .� U492 X581 X575 X11806 sE �¢2,:c Q �B_ 15T 65E 100T A 15T �'•"" �, 0� I A.. SE 1�1ti3 SY". X108207 e:C v;A Q: I MAP e 100T f X5806 MAP t25T e�:....: h: :B I 15 c� 100T 15 X11807 3 X11211 `•.°� `^°: `O' X11210 C: �� 65 65T oo , . ................... TWy I �IX1317 c �...... ... L•� • °Q OVERHEAD CIRCUIT MAP: #2306E028 SCALE 6" = 1 MILE 12" Min Sand Shading Primary Cable(S) in Conduit 3" Sand Bedding EXCAVATION AND HARD RESTORATION DETAIL SCALE: NONE #1 #2 12"MIN ❑ 12" MIN 12" MIN ❑ ❑ Grid, Cable, and Switch numbers INSTALLED & VERIFIED. ❑ ❑ Field Changes RED -LINED On As -built. ❑ ❑ Material VERIFIED and CHANGES noted on Paperwork. EXISTING ❑ Total PRIMARY Cable noted on As -built. ❑ ❑ PAVEMENT / SIDEWALK ❑ ❑ Indicate correct FUSE SIZE on As -built & VERIFY proper PHASE. ❑ ❑ Correct QC Checklist(s) reviewed. ❑ ❑ Deviations noted on the As -built and their reason. ❑ ❑ ✓ ��/j , � and that all quality requirements are met. ASPHALT PATCH, 2" MIN Signature #1 Print Name Date #2 Foreman's � #2 Print Name MATCH EXISTING FOREMAN #1 U -MAP NO (POWER) 2305EO44 OH CKT MAP 23 )6E028 UG CKT MAP 2305EO44 CIRCUIT NO MAP -15 FOREMAN #2 VERTICAL SAW IMAPPING CUT LINE 48" MAX 36" MIN (ROW) CRUSHED SURFACING 24" MIN (Pvt. Property) MATERIAL COMPACT TO 95% MAX DENSITY. 12" Min Sand Shading Primary Cable(S) in Conduit 3" Sand Bedding EXCAVATION AND HARD RESTORATION DETAIL SCALE: NONE #1 #2 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. ❑ ❑ Material VERIFIED and CHANGES noted on Paperwork. ❑ ❑ Total PRIMARY Cable noted on As -built. ❑ ❑ Company ID#'s RECORDED in correct location on As -built. ❑ ❑ Indicate correct FUSE SIZE on As -built & VERIFY proper PHASE. ❑ ❑ Correct QC Checklist(s) reviewed. ❑ ❑ Deviations noted on the As -built and their reason. ❑ ❑ I certify that the work perforrried meets PSE's standards and procedures DRAWN BY F. SHANK and that all quality requirements are met. #1 Foreman's Signature #1 Print Name Date #2 Foreman's Signature #2 Print Name Date PROJECT PHASE NOTIF# ORDER# SUPERIOR 11267447 101102119 FAILED SILICONE REMOVAL 108098122 O&M MAINTENENCE EXPENSE CABLE REPLACEMENT REAL ESTATE/EASEMENT RW - FUNCTION Trench Method: TRENCH Approximate Trench Footage: 365' Abandon Cable Segments: 0 Replaced Cable Segments: 1 Approximate New 10 1/0 pri. Cable Footage: 410' Approximate 2" SCH80 Conduit Footage: 365' Vaults: 0 "Locates Required" Yes No VICINITY MAP C) O Contact Information PSE: PLANNER 355 - 110TH AVE NE BELLEVUE, WA 98004 RICK BUELL 425-462-3936 For contacts below dial 1 -888 -CALL PSE (225-5773) MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL Notify Customers and Service Area 48 HRS Prior To Planned Outages CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES "Flagging Required" Yes No REAL ESTATE/EASEMENT RW - FUNCTION CONTACT PERM r PHONE NO DATE 3 2 PROJECT MGR C. YLENNI 253-720-9700 04-29-17 1 ENGR - POWER A. BERRY 253-326-1524 04-19-17 REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A NIA COUNTY KING Emer Sect N/A Gas Wk Ctr N/A POWER WK CTR QSEPRE DRAWN BY F. SHANK 253-234-6114 04-19-17 CHECKED BY -�f _ 51'r / 1/4 SEC T23N, R05E, 11 -SE OP MAP N/A PLAT MAP N/A APPROVED BY FOREMAN #1 U -MAP NO (POWER) 2305EO44 OH CKT MAP 23 )6E028 UG CKT MAP 2305EO44 CIRCUIT NO MAP -15 FOREMAN #2 IMAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET SOUNDer ENERGY DESIGNED BY Potelco, Inc. MAP -15 15706 SE 128TH 2017 CRP CABLE REMEDIATION PROGRAM 15706 SE 128TH ST RENTON, WA 98059 INCIDENT MAOP N/A N/A Ga N Order 101102Elect 1 9 SCALE PAGE AS NOTED 1!2 inem i a. H, 0 n n 0 CIRCUIT FEET REMOVED: 290' CIRCUIT FEET ADDED: 365' C EOP 17' i NO 0 15632 O P# 1123059007 Lu w Q, f,y Ll .. LOCATIONS CABLE EXISTING CABLE FROM TO (LF) EST MFG. NAME EXISTING CABLE MFG. DATE LL 318121-167940 1 25kVA 1201240v i VAULT SIZE & �y'? yI . "5 %/ BUSHINGS TRANSFORMER ID NUMBERS i I CABLE SIZE 3 t : NUMBER i J I 1311-137934 (COMPANY ID) ... yi., u/ 7.50P240v 22 11 LB DC YEAR NQ I EOP EXISTING C EOP 17' i NO 0 15632 O P# 1123059007 Lu w Q, f,y ` SAP EQUIP LOCATIONS CABLE EXISTING CABLE FROM TO (LF) EST MFG. NAME EXISTING CABLE MFG. DATE LL _) 1 I i ` SAP EQUIP LOCATIONS CABLE EXISTING CABLE FROM TO (LF) EST MFG. NAME EXISTING CABLE MFG. DATE LL _) 10629327 SITE GRID VAULT SIZE & TYPE & SIZE BUSHINGS TRANSFORMER ID NUMBERS REMARKS CABLE SIZE DESIGN LENGTH (ft) ACTUAL LENGTH (ft) NUMBER COVER #,,. (COMPANY ID) POLY yi., u/ <.. 22 11 LB DC YEAR NQ I EOP EXISTING 37.5kVA PM XFMR 365 Gas Wk Ctr N/A 4 REPLACE ELBOWS & CONDUCTORS 17' ( P# 1123059102 120/240v 1 1 X996-167935 1/0 AL JKT 318092 P01 APPROVED BY - - EHN728 EXISTING FOREMAN #1 TOTAL 2" 167950 I 15706 1 FOREMAN 02 2 - - 25T TOTAL 10 410 3`8092-167963 k�W T78637 (..,. UTILITIES CONTACT PHONE# 4'A ' ROW 85' PUGET SOUND ENERGY DESIGNED BY Potelco, Inc. MAP -15 15706 SE 128TH 2017 CRP CABLE REMEDIATION PROGRAM 15706 SE 128TH ST RENTON, WA 98059 INCIDENT ENT MN OP Gas Order Elect Order N/A 101102119 SCALE PAGE AS NOTED 2/2 '17,5kVA 120/240v EUP 50_ m ruiw,<.„ G ;36.4MC 64*318093-167935 . ,.,....,..., F 4\3 „ SE 128TH ST— . ........ 932 37-161934 ..... ..... -- --. _ 318088-167936 SITE PLAN SCALE: 1:50 VAULT & EQUIPMENT TABLE 1 Ilk 0 1 ♦ 1 D V011 318122 67953 PX -- C C016864 318092 167950 P01 25T UNK -- SE 128TH ST EXISTING UNDERGROUND MAP #: 2305EO44 SCALE: 1:50 ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE EXISTING CABLE FROM TO (LF) EST MFG. NAME EXISTING CABLE MFG. DATE PRIMARY 16864 10629327 SITE GRID VAULT SIZE & TYPE & SIZE BUSHINGS TRANSFORMER ID NUMBERS REMARKS CABLE SIZE DESIGN LENGTH (ft) ACTUAL LENGTH (ft) NUMBER COVER EQUIPMENT IN VAULT (COMPANY ID) POLY SCH 80 90 45 22 11 LB DC YEAR ENGR - GAS P01 318122 EXISTING 37.5kVA PM XFMR 365 Gas Wk Ctr N/A POWER WK CTR QSEPRE REPLACE ELBOWS & CONDUCTORS Vol 167953 VAULT 120/240v 1 - 1/0 AL JKT WIRE CREW TO INSTALL GRID NUMBERS APPROVED BY - - EHN728 EXISTING FOREMAN #1 TOTAL 2" 365 OH CKT MAP 2306EO28 TOTALS: 1 FOREMAN 02 2 - - 1 Ilk 0 1 ♦ 1 D V011 318122 67953 PX -- C C016864 318092 167950 P01 25T UNK -- SE 128TH ST EXISTING UNDERGROUND MAP #: 2305EO44 SCALE: 1:50 ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE EXISTING CABLE FROM TO (LF) EST MFG. NAME EXISTING CABLE MFG. DATE CABLE REPLACED? 16864 10629327 P01 I V01 290 DESIGN LENGTH (ft) YES TOTAL CIRCUIT FEET 290 CONSTRUCTION NOTES P01 -CUT OFF & CAP OLD CABLES AT TOP OF RISER -ATTACH OLD CABLE # TO CABLE STUB -REMOVE OLD C/O & TERM -INST 10 LB C/O TERM F:25T STD 6043.1000 (TSU1C1) -INST 1-2" RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS2CSS) -INST SW# T78637 -INST GRID# 318092-167950 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 YEAR ENGR - GAS P01 V01 2 1 365 Gas Wk Ctr N/A POWER WK CTR QSEPRE DRAWN BY X 2 - - - 140 175 1/0 AL JKT 410 APPROVED BY - - EHN728 •bo FOREMAN #1 TOTAL 2" 365 OH CKT MAP 2306EO28 JUGCKTMAP 2305E044 ICIRCUrrNO MAP -15 FOREMAN 02 2 - - - TOTAL 10 410 JOINT FACILITIES ARRANGEMENTS QTS OF GLUE I 0.5 I GALS OF LUBE I 1.2 CIVIL CREW NOTE: ALL 2" - 90° BENDS MIN 48" RADIUS SCH-80 PVC N ALL 2" - 450 BENDS SCH-80 PVC ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL CABLE IS INTALLED P01 M 25T 900 T78637 90° �J 90° SE 128TH ST PRIMARY CABLE & CONDUIT DIAGRAM NOT TO SCALE 1-2" - L ' EHN728 - CO 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. - A 3" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter. Excavated Dirt Pile ROADSIDE � 12" Typical 24" Min Final Grade 1 36 Min Cover (ROW) Backfill 24"Min Cover (No rocks over 10" diameter) (Pvt. Property) 48" Max / 12" Min Sand Shading i j 3" Sand Bedding Primary Power in DB120 Conduit (ROW) Primary Power in SCH80 Conduit (Pvt. Property) Cables or Conduit (NTS) Standoff Bracket 15" Min Length Conduit Clamp 5" Min Climbing onduit Field Face Road Face Space Quadrant Quadrant Climbing Space Direction of Vehicular Traffic TOP VIEW CONDUIT RISER REPLACEMENT DETAIL @ P01 NOT TO SCALE 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." FOREMAN NOTF,: Call (800) 424-5555 Utility Notification Center 24/7 before beginning any excavation prevents damage to underground facilities, service interruptions & bodily injury. 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. 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. O O N Cfl REAL ESTATE/EASEMENT REQUIRED' PERMIT,, 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR C. YLENNI 253-720-9700 04-29-17 1 ENGR - POWER A. BERRY 253-326-1524 04-19-17 REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A N/A COUNTY KING Emer Sect N/A Gas Wk Ctr N/A POWER WK CTR QSEPRE DRAWN BY F. SHANK 253-234-6114 04-19-17 CHECKED BY S / 1/4 SEC T23 N, R05 E: 11 -SE OP MAP N/A PLAT MAP N/A APPROVED BY •bo FOREMAN #1 U -MAP NO (POWER) 2305EO44 OH CKT MAP 2306EO28 JUGCKTMAP 2305E044 ICIRCUrrNO MAP -15 FOREMAN 02 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET SOUND ENERGY DESIGNED BY Potelco, Inc. MAP -15 15706 SE 128TH 2017 CRP CABLE REMEDIATION PROGRAM 15706 SE 128TH ST RENTON, WA 98059 INCIDENT ENT MN OP Gas Order Elect Order N/A 101102119 SCALE PAGE AS NOTED 2/2