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Sketch 101116911PSE 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. as 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. we Notify customers of all outages 48 hours in advance. Work Drawings & Documents - Field design changes shall be approved by 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. as 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 8" 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". -ved, conduit risers shall be Unless splices are called for, or otherwise noted or appro 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. as 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. 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. 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. Install a cap on the tali. -When practical, attach the old cable number to the cable stub. r . , R r,1a1• In conduit, -Remove the cable Not in conduit or it cannot be pulled out, -Cut the cable off as much as practical. Install a cap on the tail. ,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 the cable at the top of the riser. Install a cap on the tail. and the pole will remain. -When practical, attach the old cable number to the cable stub. DIRECT BURIED Direct buried or it cannot be pulled out, and the pole will be replaced -Remove the riser. •Cut off old cable just below grade. -Re-fill ground back to existing grade. DIRECT BURIED Direct buried or it cannot be pulled out, Cut off the cable just below grade. and the pole will be removed 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 transits may be left In place and backfilled. (Transits 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 O# (Operations 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. SCOPE OF WORK The general scope of this project is to remediate primary 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: 8947 CANAL RD SE YELM, WA 98597 Number of Cables: 1 Cable Footage Estimated : 290' Cable Numbers Injected : 0 Cable Numbers Repaired: 0 Cable Numbers Abandoned : 0 Cable Numbers Replaced: 10390 Trench Footage Estimated : 290' 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 INDEX we GENERAL NOTES 4 CONDUIT DIAGRAM & EXISTING CABL 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.) 11 h , �Is r� 4 � � ,7Giy77 ;� w's f5 it ii) •40;40;:t;•;:;t•:%;, EROSION CONTROL fifivOI NOT TO SCALE . • C�� L\ �4 Backfill (ROW)36" MIN cover (No rocks over 8" diameter) (PVT PROP) 36" MIN 48" Max 12" Mln Shading Clean Native Soil, Sand or 5/8" Minus 3" Bedding Clean Native Soil, Sand or 5/8" Minus FOREMAN TO CONTACT REGIONAL CONSTRUCTION MANAGER FOR COVER DEVIATIONS FROM THIS DETAIL PHOTOS AND DETAILED NOTES SHALL BE PROVIDED BY FOREMAN TRENCH DETAIL NOT TO SCALE 0100/TION C05717 rV :'' CN: .......,..A Q: NOT O/I., Brd L :.*move SRN/CE Cr Co4510 'Co;Co t3:AO A .....:....... vi ku 1 AIA �Ca AC i ti: NA a: ACRES ••• .•.. CA a o :'B0 OR/VE tap age* gowC • 0 4: 14* P woo "�e 6t+: : �4 CW;` 80.. •:fi Y-892 f000 a •: tb �� iC� rB ,A.. ac 3e Ci0*491*400 4I AO 30: VD� of so...: ':4064,, 1 a, Y-549 :,*post 100T 30 IOOT t; 65T 4Y-694 C11V4Z RO Y1 585 i7Y-2179 1STC 25T Y-588 : >.......A 80...• * 00 i=': 2 ' �' Z i;r FIZZ a0 LO ..:�; ,r�cRrsBi/. "" Y535 YEL N AO A0 40T 25 SPRINGS "' ' (-523 A;• Y409 25T .••.A ;......,..• Owlssd@ JOB SITE Y4036 �b ID ' C0`Y-407 t 40 40Ti Y-2095 Y-tp05 5 f..........., 2 R 65T C �\ Y-1863 vZ C 90 \so \ Y— I LEGEND Q ELECTRONIC MARKER FJ'051 UNDERGROUND COMBINATION J-BOX/XFMR J 0 COMBINATION J-BOX/PADMOUNT XFMR J ■ NEW UNDERGROUND COMBINATION J-BOXIXFMR J ♦ NEW COMBINATION J-BOX/PADMOUNT XFMR '0 TOTAL UNDERGROUND XFMR (T.U.T.) 0 PAD MOUNT XFMR NEW UNDERGROUND XFMR Q NEW PADMOUNT XFMR Qj UNDERGROUNDJ-BOX QS UNDERGROUND SWITCH PULL VAULT O HANDHOLE ABBREVIATIONS P.E. = POLYETHYLENE X.F.M.R. = TRANSFORMER N.T.S. = NOT TO SCALE Q SOLID BLADE DISCONNECT FUSED DISCONNECT: 10T, 157, 25T, 40T, 100T as INDICATES FUSE SIZE ~wlF- NORMAL OPEN (N.O.) -� WN WILL NOT PHASE (WNO) C>-- OVERHEAD TO UNDERGROUND CABLE TERM. CIOO_ NEW OVERHEAD TO UNDERGROUND CABLE TERMINATION OFAULT INDICATOR - f— CABLE SPLICE QM PRIMARY METERING CABLE TERMINATION BUS (J -BOX) appeal "Ilk.___ilk -___ THREE PHASE WIRE/CABLE as 12.5 KV lk-tet--- SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV CABLE TO REPLACE w— PROPERTY LINE RIGHT OF WAY —f— CENTERLINE EASEMENT EXCAVATION AND HARD RESTORATION DETAIL NOT TO SCALE HEATHER IN ti i5T 6 YEL 23 : ee ; '© C03672 OVERHEAD CIRCUIT: MAP # 1702E068. SCALE 6" = 1 MILE F B CT CT G4 U G1 „P Y-982 ` \v, b 657 t /�87� q' —257 F � � 00T c 'i0: *DNA ( see Y-2015 1� 25T � )a 11 we 65T L� top 657 257 Y-2334t,��Y-2335 #1 #2 FOREMAN (CHECK BOX WHEN COMPLETED) ❑ ❑ PSE Equipment LOCKEDISECURED & Work Area left in CLEANISAFE 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•bulit. ❑ ❑ 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. ❑ ❑ Davlatlons noted on the As-bulit and their reason. ❑ [J I cerl]fy that the work performed meets PSE's standards and procedures and that all quality requirements are met, AMC1t£IVS /t1 #1 Foremen's Signature #1 Print Name #2 Foreman's Signature #2 Print Name PROJECT PHASE 12" MIN MW 12" MIN ORDER# EXISTING PAVEMENT/SIDEWALK 101116911 N/A rA�Y ��� I � / REMOVAL SPHALT PATCH, 2" MIN MATCH EXISTING CONTACT O&M DATE 2 MAINTENENCE N/A EXPENSE ?„ CABLE REPLACEMENT C.YLENNI s vOl VERTICAL SAW Approximate Trench Footage: Approximate Trench PVT/ROW: r+ I '.' .'� CUT LINE 48" MAX i� 1 340' Approximate 2" Poly Conduit Footage: , CRUSHED SURFACING 36" MIN 07/02/19 MATERIAL COMPACT (ROW)36"MIN ,1 1 TO 95% MAX DENSITY, (PVT PROP)+ ' F ENGR-GAS 36"MIN 41 :'.;`r, ;^ N/A N/A COUNTY THURSTON T Gas Wk Ctr N/A •;, �'°' 12" Min Sand Shading or 5/8" Minus DRAWN BY N. RAFEEQ 253-395.6803 CHECKED BYfifififififififififififive, Conduit ZS Z635�13 3" Sand Bedding or 5/8" Minus OP MAP N/A PLAT MAP N/A APPROVED BY EXCAVATION AND HARD RESTORATION DETAIL NOT TO SCALE HEATHER IN ti i5T 6 YEL 23 : ee ; '© C03672 OVERHEAD CIRCUIT: MAP # 1702E068. SCALE 6" = 1 MILE F B CT CT G4 U G1 „P Y-982 ` \v, b 657 t /�87� q' —257 F � � 00T c 'i0: *DNA ( see Y-2015 1� 25T � )a 11 we 65T L� top 657 257 Y-2334t,��Y-2335 #1 #2 FOREMAN (CHECK BOX WHEN COMPLETED) ❑ ❑ PSE Equipment LOCKEDISECURED & Work Area left in CLEANISAFE 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•bulit. ❑ ❑ 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. ❑ ❑ Davlatlons noted on the As-bulit and their reason. ❑ [J I cerl]fy that the work performed meets PSE's standards and procedures and that all quality requirements are met, AMC1t£IVS /t1 #1 Foremen's Signature #1 Print Name #2 Foreman's Signature #2 Print Name PROJECT PHASE NOTIF# ORDER# SUPERIOR 11463583 101116911 N/A N/A FAILED SILICONE N/A 108110632 REMOVAL CONTACT O&M DATE 2 MAINTENENCE N/A EXPENSE PROJECT MGR CABLE REPLACEMENT C.YLENNI Trench Method: BORE Approximate Trench Footage: Approximate Trench PVT/ROW: 300' 1901/110' Abandon Cable Segments: 0 Replaced Cable Segments: Approximate New 10/30 pn. Cable Footage: 1 340' Approximate 2" Poly Conduit Footage: 300' Vaults: 0 "Locates Required" _es No 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— A- PrintName Steel AnarCL..>a Date f 19 VICINITY MAP Contact Information PSE: PLANNER 22884 RYEN DR NW POULSBO, WA 98370 DOUGJONES 360-394-6636 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 • lagging Required "Flagging Required" `.� es No REAL ESTATE/EASEMENT REQ- PERMIT THURSTON/COUNTY 3 N/A N/A N/A FUNCTION CONTACT PHONE NO DATE 2 N/A N/A N/A PROJECT MGR C.YLENNI 253-720-9700 07/02/19 1 N/A NIA N/A ENGR-POWER C.TOBIN 253-548-4516 07/02/19 REV# DATE BY DESCRIPTION ENGR-GAS N/A N/A N/A COUNTY THURSTON Emer Sect N/A Gas Wk Ctr N/A POWER WK CTR QSEPRE DRAWN BY N. RAFEEQ 253-395.6803 07/02/19 CHECKED BYfifififififififififififive, ZS Z635�13 1/4 SEC SE -17-17-2 OP MAP N/A PLAT MAP N/A APPROVED BY 3S1 9 FOREMAN #1 U -MAP NO (POWER) 1702EO72 OH CKT MAP 1702EO68 UG CKT MAP 1702EO72 CIRCUIT NO YEL-23 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE PUGET SOUND ENERGY DESIGNED BY Potelco, Inc. YEL-23 CANAL RD CRP 2020 CABLE REMEDIATION PROGRAM 8947 CANAL RD SE YELM, WA 98597 INCIDENT MAOP N/A N/A Elect Order GasN/A 1011 6911 SCALE PAGE N/A 1 OF 2 SITE PLAN SCALE: 1:50 P01 15T Y645 0,9 �9 l,A s F �— 178.31bs 196.31bs —►- D 1-2" - L ' V01 EIG691- CP! PRIMARY CABLE &CONDUIT DIAGRAM NOT TO SCALE VAULT &EQUIPMENT TABLE 92 9� �O s P01 547726 O\ 15T Y645 9.j� — �� �O 1039 d'F` D 559868 V01147703 NX EXISTING UNDERGROUND MAP: # 1702E072 . SCALE: 1:100 VOLUME OF DISTURBANCE TABLE TYPE DESCRIPTION PROPERTY CLASSIFCATION PRIMARY REM CU YD (APPX) GRAVEL FILL CU YD (APPX) SITE GRID VAULT SIZE 8 COVER TYPE 8 SIZE BUSHINGS TRANSFORMER ID NUMBERS REMARKS 1.8 HARD DESIGN NUMBER BORE PIT EQUIPMENT IN VAULT LB DC (COMPANY ID) HARD QTY 559868 EXISTING 25kVA PM XFMR 2 X 8 1.8 1.8 REPLACE ELBOWS &CONDUCTORS V01 BP -4 vAul.r 120/2aov 1 _ 1.8 WIRE CREW TO INSTALL GRID NUMBERS 147703 OPEN TRENCH TRENCH PVT PROP EXISTING 1.7 1.7 SOFT COUNTY THURSTON TOTALS: 1 - POWER WK CTR QSEPRE VOLUME OF DISTURBANCE TABLE TYPE DESCRIPTION PROPERTY CLASSIFCATION SIZE (FT) REM CU YD (APPX) GRAVEL FILL CU YD (APPX) TYPE OF SURFACE REMARKS BP -1 BORE PIT ROW 2 X 8 1.8 1.8 HARD DESIGN BP -2 BORE PIT ROW 2 X 8 1.8 1.8 HARD QTY BP -3 BORE PIT PVT PROP 2 X 8 1.8 1.8 SOFT LENGTH BP -4 BORE PIT PVT PROP 2 X 8 1.8 1.8 SOFT 8Y OPEN TRENCH TRENCH PVT PROP 1 X 15 1.7 1.7 SOFT COUNTY THURSTON TOTAL PVT PROP CU YDS (APPX) 5.2 5.2 POWER WK CTR QSEPRE TOTAL ROW CU YDS (APPX) 3.6 3.6 07/02/19 TOTAL CU YDS (APPX) g,g g,g (ft) DB120 PRIMARY CABLE &CONDUIT TABLE (FOREMAN TO COMPLETE) Will maintain 36" Min. depth while directional drilling Final Grade I�! 36" Min Ill Depth TYPICAL BORE COVER 24" Typical (6" Min) Final Grade 36" Min Cover 0" Min if under WSDOT road 24" Typical (6" Min) �»I_1�hll��i�1 m c 0 J W Backfill shall not damage the conduit. Backfill hard surface w/ crushed rock 5/8 minus Backfill soft surface w/ natural material 4" Min Sand Shading or 5/8" minus or 5/8" minus Electric Cable in Conduit 2"/4" POLY BORE PIT DETAIL � BORE PIT EXISTING CABLE MAPPING NOT TO SCALE © POT HOLE SCALE: 1:50 "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. 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'-6" 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 24/2.BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE TO' UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS &BODILY INJURY. MAPS &RECORDS NOTE: UPDATE THE LOCATION OF THE FOLLOWING EQUIPMENT.' P01 IS APPROX. 10' NORTH & 2T WEST OF EXISTING PSE MAPS LOCATION. V01 IS APPROX. 83' NORTH & 91' EAST OF EXISTING PSE MAPS LOCATION. ABANDONED /REMOVE /REPLACED CABLE SCHEDULE CABLE SAP LOCATIONS CABLE EXISTING CABLE EXISTING CABLE ABANDONED ABANDON NO. EQUIP (LF) EST MFG. NAME MFG. DATE CABLE LEFT IN CIRCUITRY FROM TO PLACE 10390 10605965 P01 V01 290 YES NO TOTAL CIRCUIT FEET 290' Standoff Bracket !� 15" Min Length �\mac( ) Conduit Clamp �5., =ieid Face Road Face Quadrant Quadrant � I / Climbing Space -� Direction of Vehicular Traffic Climbing Space CONDUIT RISER REPLACEMENT DETAIL @ P01 NOT TO SCALE CONSTRUCTION NOTES P01 -CUT OFF CABLES AT TOP OF RISER -INSTALL A CAP ON THE TAIL -ATTACH OLD CABLE # TO CABLE STUB -REMOVE OLD C/O &TERM -INST 1f71 LB C/O TERM F:15T STD 6043.1000 (TSU1C1) -INST 1-2" L 'RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS2CSS) -INST SW# Y645 STD 6300.0750 -INST SWITCHBOARD 12' ABOVE GROUND STD 6300.4000 LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.) REMARKS RADIUS SCH-80 PVC ALL SIZE 45° DESIGN ACTUAL TYPE BENDS PULL PULL TO UNDERGROUND DESIGN ACTUAL CABLE NUMBERS MANUFACTURING INFORMATION For Feeder Cable Only Check applicable box FROM TO (in) QTY LENGTH LENGTH i� II � !i SII (lbs) REV SIZE LENGTH LENGTH C.TOBIN 253-548-4516 07/02/19 REV# DATE 8Y DESCRIPTION ENGR-GAS N/A N/A N/A COUNTY THURSTON Emer Sect N/A Gas Wk Ctr N/A POWER WK CTR QSEPRE DRAWN BY N. RAFEEQ AS 07/02/19 CHECKED BY (ft) (ft) DB120 HDPE SCH 80 90 45 22 11 jq� � � (lbs) (ft) (ft) A B C MANUFACTURER COMPOUND YEAR TAPE CN #4/0 NEU DESIGN MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# BUILT YEL-23 CANAL RD CRP 2020 CABLE REMEDIATION PROGRAM 8947 CANAL RD SE YELM, WA 98597 P01 V01 2 1 300 144.3 158.3 1/o AL JKT 340 - - EIG691 1 TOTAL 2" 300' TOTAL 10 340' TOTAL LUBE 1 CIVIL CREW NOTE: ALL 2" - 90° BENDS MIN 48" RADIUS SCH-80 PVC ALL 2" - 45° BENDS SCH-80 PVC - ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL CABLE IS INTALLED 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 NOTE: REAL ESTATE/EASEMENT REQ- PERMIT THURSTON/COUNTY CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7 N/A N/A BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE � PHONE NO TO UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS & N/A N/A BODILY INJURY. PROJECT MGR C.YLENNI � "�N p I i� II � !i SII N/A N/A 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. 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. 0 REAL ESTATE/EASEMENT REQ- PERMIT THURSTON/COUNTY 3 N/A N/A N/A FUNCTION CONTACT PHONE NO DATE 2 N/A N/A N/A PROJECT MGR C.YLENNI 253-720-9700 07/02/19 1 N/A N/A N/A ENGR-POWER C.TOBIN 253-548-4516 07/02/19 REV# DATE 8Y DESCRIPTION ENGR-GAS N/A N/A N/A COUNTY THURSTON Emer Sect N/A Gas Wk Ctr N/A POWER WK CTR QSEPRE DRAWN BY N. RAFEEQ 253-395.6803 07/02/19 CHECKED BY 2S3z63 sy3 $ 1/4 SEC SE -17-17-2 OP MAP N/A PLAT MAP N/A APPROVED BY jq� � � 'dS3• (ob• $ -I FOREMAN #1 U -MAP NO (POWER) 1702E072 OH CKT MAP 1702E068 UG CKT MAP 1702E072 CIRCUIT NO YEL-23 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET SOUND ENERGY DESIGNED BY Potelco, Inc. 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