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Sketch 101116911PSE GENERAL SPECIFICATIONS LEGEND 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. as 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 as 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 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 2411 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 backfiil. - 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. to 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. - 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 "nen 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 1,0 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 n 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. Ir ., R .... r,ra r. 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.) �� l," h ,1, r 4 � � 77 m ad,a !Ttol all w's f'ad, Rios Led G t s,Eoftsrii :; EROSION CONTROL NOT TO SCALE LL /r\G�Gof �?�!�4 p•�\ 4 �.\ casiftl�i� Backfiii (Row) 36" MIN cover (No rocks over 8" diameter) (PVT PROP) 36" MIN 48" Max 12" Min 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 AMC1t£IV 0 /o1 ,100/T/ON C05717 ....... 0, /IA NOO: :...,, O ., �RN/CE CrC5o.. ;t3:... C� B�rd i Co AOA:ku t �qY......:.. 8. AC. j r;;NANA C; a: ACRES ••• .•.. CA �3RJ o :'B0 DRIVE add add* go wC • ' 0 4: 14* P $4 40T tb iCo rB A . 300*491*400 r AO VD� of s30: o ...: '::::,, 1 a, Y-549 :,*post 100T 30 106004 doffed 100T 65T ttY-6add 94 C11V4Z RO _ Y14oT i7Y-2179 15T"'C 25T Y-588 : >....... A 80.... io i=': 2 0LO :�' ads, saw ' �' Z ?;r a ..:3 ,r�cRrsBic •'•' Y535 YEL 11 A0 6 0 at IAOI 66 40T 25 SPRINGS •' f-523 A;• Y409 25T .••.A ;..Note,..• JOB SITE Y4036woo �b C0`Y-40T 40T i 40*4 Y-2095 Y-tp05 5 f............0 2 RL65T �\ —1863 8*6 B vZ C 9or \ \ Y— YEL 23 : '© C03672 OVERHEAD CIRCUIT: MAP # 1702E068. SCALE 6" = 1 MILE 1 (D ELECTRONIC MARKER FT051 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, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE F- NORMAL OPEN (N.O.) -� WN WILL NOT PHASE (WNO) Cj>-- OVERHEAD TO UNDERGROUND CABLE TERM. NEW OVERHEAD TO UNDERGROUND CABLE TERMINATION OFAULT INDICATOR - f— CABLE SPLICE QM PRIMARY METERING CABLE TERMINATION BUS (J-BOX) m.,O "Ilk.___ilk ____ THREE PHASE WIRE/CABLE - 12.5 KV ilk - ilk--- SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV CABLE TO REPLACE w— PROPERTY LINE RIGHT OF WAY —f— CENTERLINE EASEMENT 12" MIN MW 12" MIN T EXISTING / PAVEMENT/SIDEWALK god SPHALT PATCH, 2" MIN X/� posMATCH EXISTING ?„ s VERTICAL SAW r I '.' .'� CUT LINE 48' MAX OILi� 36"MIN CRUSHED SURFACING ,1 ,I MATERIAL COMPACT (ROW)36"MIN 1 T095%MAX DENSITY. (PVT PROP) 36" MINi— 12" Min Sand Shadino or 5/8" Minus 3" Sand Bedding or 5/8" Minus EXCAVATION AND HARD RESTORATION DETAIL NOT TO SCALE HEATHER LN ti i5T 6 / B CT Cr G4 U G1 P F�T� r a Co \ %4 Y-982 ` \� d, 65T t 7ps1 q' —257 F 411% 00T c A' 1 Y-2015� 25T � Y-111 65T L� �Eggs we 65T 25T Y-2334;At 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. all ❑ ❑ 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 Checklists) reviewed. ❑ ❑ Deviations noted on the As•bulit and their reason. ❑ ❑ I cerIlfy that the work performed meets PSE's standards and procedures and that all quality requirements are mel, #1 Foremen's Signature #1 Print Name #2 Foremen's Signature #2 Print Name PROJECT PHASE NOTIF# ORDER# SUPERIOR 11463683 101116911 N/A FAILED SILICONE 108110632 REMOVAL doad O&M MAINTENENCE EXPENSE CABLE REPLACEMENT Trench Method: BORE Approximate Trench Footage: 300' Approximate Trench PVT/ROW: 1901/110, Abandon Cable Segments: 0 Replaced Cable Segments: Approximate New 10/30 pill* Cable Footage: 1 340' Approximate 2" Poly Conduit Footage: 300' Vaults: 0 "Locates Required" es No "Outages Required" es No "Flagging 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 add Print Name 5i cU2 Ar c121 �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 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 PRIMARY SITE GRID VAULT SIZE 8 COVER TYPE 8 SIZE BUSHINGS TRANSFORMER ID NUMBERS REMARKS NUMBER EQUIPMENT IN VAULT LB DC (COMPANY ID) 559868 EXISTING 25kVA PM XFMR REPLACE ELBOWS &CONDUCTORS V01 vAULr 12o/2aov 1 _ WIRE CREW TO INSTALL GRID NUMBERS 147703 EXISTING TOTALS: 1 - 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 BP-2 BORE PIT ROW 2 X 8 1.8 1.8 HARD BP-3 BORE PIT PVT PROP 2 X 8 1.8 1.8 SOFT BP-4 BORE PIT PVT PROP 2 X 8 1.8 1.8 SOFT OPEN TRENCH TRENCH PVT PROP 1 X 15 1.7 1.7 SOFT TOTAL PVT PROP CU YDS (APPX) 5.2 5.2 TOTAL ROW CU YDS (APPX) 3.6 3.6 TOTAL CU YDS (APPX) g,g g,g PRIMARY CABLE &CONDUIT TABLE (FOREMAN TO COMPLETE) Wiil 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) rn c 0 J W �»I_1�hll��i�1 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 LURE (gal.) REMARKS SIZE DESIGN ACTUAL TYPE BENDS PULL PULL DESIGN ACTUAL CABLE NUMBERS MANUFACTURING INFORMATION For Feeder Cable Only Check applicable box FROM TO (in) QTY LENGTH LENGTH (Ibs) REV SIZE LENGTH LENGTH AS (ft) (ft) DB120 HDPE SCH 80 90 45 22 11 (Ibs) (ft) (ft) A B C MANUFACTURER COMPOUND YEAR TAPE CN #4/0 NEU DESIGN BUILT 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: CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7 BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE � TO UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS & BODILY INJURY. � "�N p I i� II � !i III 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. YEL-23 CANAL RD CRP 2020 CABLE REMEDIATION PROGRAM 8947 CANAL RD SE YELM, WA 98597 INCIDENT NIA Ga N Order SCALE N/A MAOP N/A 1011 6911 PAGE 2 OF 2 8809 :� rlowa742zi (D2-B31DJ) 60hVA 120ibI0V i'.1._._...._................_................................d_'F......................... 55CN45-147797 559945-I47U07 fi0kVA 17013;Ov 60kVA 12011JOv j G975 7 T ': -.... �� \ _..._ .., �\\BB42 -,.. 5599U2 U 700 � - """—j dOkVA 12012J04 \ I � � ��-�-` - ' 8941 � y ` - _. 10T 2-- ~\ `"-.^-. � Y2096 16474 I f6428 -- .. t6A02 I 3 ... I fG-0OB r6426 ......... ::..: v _ �� \ �s� , 5'1 5 9 9 11 710 6okVA 7301140V '2 f64JJ ` h 1 ea j `... ... � .__ .... 5 L001•id7 57 Ci _.. _;.. .., • , � � I rGgV�96C7 S I I � v �� 0.a � Ov. I i 559UBi i1772 I Y&5 I 11 �D,k:' 1 0 ���� r f ,,. 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A;C ....-..�� G5978S1•I116A fikVA 130RdOv 0 \ 9149 9162 , --�_-_ 5 OJ25�147007 26kVF 120Q70V d; i645B 9115 / J 9f2} 9204 I 9165 9210� 559U01�1�17fU9 26Y•V0. f2012J0v \\ '\\ �U >� "% ��;�... .....d �.. �.. sns , �.. q>'. 19 \ . 8222 9f2r 16464 i6461 �1 \ l \ .y 9112\'� ". A C� $ 0039 10�.bDkVA 1; a'., C 9}5J p ' 55UU Itl�147817 40T Y20B4 9206 @211 u 9217 p.... .. ..... 9227 9219 9 `_ _ i _� i 559894.147742 J coJ10w35a bOkVA 110R40Y 9,y '9j J COADW35A \�OS ����NAI CT SE �GANAL�GT� 559005�747784 ]7.6kVA 110R40v P0�1.559881 15T O\ Y645 9�L,9` R��R9SEDRSE SSBB751A}758� DOADD385� O 60kVA f10tl90v \` C1039 S'F COADW357 D / 559868 V01147703 NX �.Cq. � •o�F 9L1c. anF 559040.747780 bOkVA 170tl/Ov u�7 "-.. - 559039.147075 n bONVA 17017/0v 1 CDAOW365 m D 559825.7477A7 16kVA 120R90V �� F CCIADW]55 COADW354 Y .. 559797.147820 40kVA 770tl40v ICOADW353 c�1'9 <qa SF. FOREMAN MAP: U MAP # 1702E072 / UG MAP # 1702E072. SCALE: 1" = 100'