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Sketch 101117129R1PSE 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. - 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 (426.8824662) 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 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 8" shall be included in backffll. - 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" No 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. AN 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. 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. 6826.6200 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 tail. -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. 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 DIRECT BURIED Direct buried or it cannot be pulled out, and the pole will be removed -Remove the riser. -Cut off old cable.just below grade. Re -fill ground back to existing grade. -Cut off the cable just below 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 0100,6000, "Transite Pipe Removal and Disposal." • 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 020141011, "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. Y 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 0# (Operations number). Existing System: Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable exWing 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 : 1212 CRYSTAL CT NW YELM WA 98597 Number of Cables: 3 Cable Footage Estimated : 762' Cable Numbers Injected : 0 Cable Numbers Repaired : 0 Cable Numbers Abandoned : 0 Cable Numbers Replaced : 921609217,9218 Trench Footage Estimated : 762' There will be an advance notice provided by the contractortoo 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 PAGE 1 -GENERAL NOTES PAGE 2 -SITE PLAN CABLE &CONDUIT DIAGRAM &EXISTING CABLE MAPPING 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, Catch Basin Grate Collected Sedini Catch Bas(n Insert MID 9995728 EROSION CONTROL NOT TO SCALE —Overflow Filter fabric wails for dewatering sediment Trench and back011 requirements for primary electric line extension trenches - A 12"layer of sand, 5/8" minus or clean shading is required when excavated native material contains rocks up to 8" in diameter. A 3"layer of sand, 5/8" minus or clean shading is allowed when excavated native material contains rocks no larger than 8" In diameter. Excavated Dirt Pile ROADSIDE 12" Typical 24" Min — ► Final Grade i (ROW) 36" MIN Cover Backfiii (PVT PROP) ' (No rocks over 8" diameter) 36" MIN 48" Max 12"Min Shading Clean Native Soil, Sand or 5/8" Minus doo,O_ _ 3" Bedding Clean Native Soil, Sand or 5/8" Minus Conduit FOREMAN TO CONTACT REGIONAL CONSTRUCTION MANAGER FOR COVER DEVIATIONS FROM THIS DETAIL PHOTOS AND DETAILED NOTES SHALL BE PROVIDED BY FOREMAN TRENCH DETAIL nlnr -rn Sr.AI 1= LEGEND ELECTRONIC MARKER Q SOLID BLADE DISCONNECT J ❑ UNDERGROUND COMBINATION J-BOX/XFMR ' FUSED DISCONNECT: 10T, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE J 0 COMBINATION J-BOX/PADMOUNT XFMR I NORMAL OPEN (N.O.) J ■ NEW UNDERGROUND COMBINATION J-BOX/XFMR �1 --I WN WILL NOT PHASE (WN10) J ♦ NEW COMBINATION J-BOXIPADMOUNT XFMR CD-- OVERHEAD TO UNDERGROUND CABLE TERM, TOTAL UNDERGROUND XFMR (T.U.T.) NEW OVERHEAD TO UNDERGROUND CABLE PAD MOUNTXFMR «— TERMINATION NEW UNDERGROUND XFMR O FAULT INDICATOR NEW PADMOUNT XFMR — �— CABLE SPLICE QJ UNDERGROUND J-BOX QM PRIMARY METERING QS UNDERGROUND SWITCH CABLE TERMINATION BUS (J-BOX) PULL VAULT___ ____ THREE PHASE WIRE/CABLE - 12.5 KV HANDHOLE_��__ SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV CABLE TO REPLACE ABBREVIATIONS w— PROPERTY LINE P.E. =POLYETHYLENE RIGHT OF WAY X.F.M.R.=TRANSFORMER CENTERLINE, N.T.S. =NOT TO SCALE EASEMENT 1211 12"MIN 12" MIN MIN EXISTING - PAVEMENT / SIDEWALK SPHALT PATCH, 2"MIN MATCH EXISTING / ' VERTICAL SAW I< % CUT LINE ' 48" MAX 36°MIN . ,.. CRUSHED SURFACING n .; �-g MATERIAL COMPACT (ROW) 36" MIN _ I c, TO95% MAX DENSITY, (PVT PROP) 'MIN ", i ;di .< 12" Min Sand Shading or 5/8" Minus j Conduit 3" Sand Bedding or 5/8" Minus POTELCO DESIGN AND QUALITY ASSURANCE ❑ This design complies with PSE DesignlEngineering Standards. 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SCALE 6" = 1 MILE #1 #2 FOREMAN (CHECK BOX WHEN COMPLETED) PSEE ul ment LOCKEDISECURED& Work Area left In CLEAN/SAFE Condition. ❑ ❑ Grid, Cable, and Switch numbers INSTALLED & VERIFIED. ❑ ❑ Fleid Changes RED -LINED on As -built. ❑ ❑ Material VERIFIED di�end CHANGES noted on Paperwork. ❑ ❑ Total PRIMARY Cable noted on As -built ❑ ❑ any ID#'s RECORDED in correct location on As -built ❑ ❑ Indicate correct FUSE SIZE on As -built & VERIFY proper PHASE. ❑ ❑ Conecl OC Checl isl(s) reviewed. ❑ ❑ Deviations noted on the As-bullt and their reason. Ili ❑ ❑ I codify that the work performed meets PSE's standards and procedures end that all quality requirements are met. #1 Foremen's Signature #1 Print Nam Date #2 Foremen's Signature #2 Print Nam Date PROJECT PHASE NOTIF# ORDER# SUPERIOR FAILED SILICONE REMOVAL O&M MAINTENENCE EXPENSE 11463350R1 101117129R1 NIA - .••.• 108110834 CABLE REPLACEMENT Trench Method: BORE Approximate Trench Footage: 675' Abandon Cable Segments: (S Replaced Cable Segments: Approximate New 10 pri. Cable Footage: 75' Approximate 2" Poly Conduit Footage: 715' Vaults 0 "Locates Required" as No v I ' I I� ; ' a � 8i'rw roi im✓'; � i. , ,i I j f f i �a t 'I it N eaw o Gs �. (0 g e"m naafi s ho14 14 �� a" 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 NRS Prior To Planned Outages , g 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" es No REAL ESTATE/EASEMENT ,r RED PERMIT CITY YELM 3 N/A FUNCTION CONTACT PHONE NO DATE 2 N/A PROJECT MGR C.YLENNI 253.720-9700 7/9/19 1 09/24/19 N: RAFEEQ CHANGE TO BORE ENGR - POWER C.TOBIN 253-548-4516 7/9/19 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 M.POMEROY 253-234-6560 7/9/19 CHECKED BY 1/4 SEC SE 18.17-02 OP MAP N/A - PLAT MAP N/A APPROVED BY FOREMAN #1 U-MAP NO (POWER) 1702E072 OH CKT MAP 1702EO68 UG CKT MAP 1702EO71 CIRCUIT NO I YEL-25 FOREMAN #2 MAPPING - JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET SOUND ENERGY DESIGNED BY Potelco, Inc. YEL-25 CRYSTAL CT CRP 2020 CABLE REMEDIATION PROGRAM 1212 NW CRYSTAL CT YELM WA 98597 INCIDENT N/A MAOP N/A Gas Order N/A Elect Order 101117129R1 SCALE N/A PAGE 10172 SCALE: 1:50 EXISTING CABLE MAPPING SCALE:1:50 ' ABANDONED /REMOVE /REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE ABANDONED CABLE LEFT IN PLACE ABANDON CIRCUITRY FROM TO 9216 10565717 P01 V01 222 YES NO 9217 10585729 V01 V02 263 YES NO 9218 10585737 V02 V03 277 YES NO TOTAL CIRCUIT FEET 752' PRIMARY CABLE &CONDUIT TABLE (FOREMAN TO COMPLETE) CRP09 P01 559813 NX 147438 25T Y599 V01 559805 NX 147438 NX 559805 V02 147460 Cp9216 CPJ9217 CRYSTAL CT NW 5598P5.197478 b9XVA 1II9tldOV C09218 Standoff Bracket NX 559803 V03 d 15' Min Length �\�cf )� 147481 Conduit Clamp 5' EXISTING UNDERGROUND MAP: # 1702E071 . SCALE: 1:100 PO1 25T Y599 a � � V01 Z vo2 � � 2-2" - L Q 2_2„ _ L Q (0 Z Q; � N -sag -�- 112.1 Ibs 111.E Ibs -► 6.4 /bs 83.9/bs } �� CRYSTAL CT NW y � 4 U 12" L V03 EHY937 - Cf6 1-2" - L EHY938- CID 1-2" - L � EHY939-00 PRIMARY CABLE &CONDUIT DIAGRAM NOT TO SCALE 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 t.8 1.8 HARD BP-2 BORE PIT ROW 2 X 8 1.8 1.8 � HARD BP-3 BORE PIT ROW 2 X 8 1.8 1.8 SOFT BP-4 BORE PIT ROW 2 X B 1.8 1.8 SOFT BP-5 BORE PIT ROW 2 X 8 1.8 1.8 SOFT BP-6 � BORE PIT ROW 2 X 8 1.8 1.8 SOFT OPEN TRENCH TRENCH ROW 1 X 40 4.4 4.4 SOFT TOTAL PVT PROP CU YDS (APPX) 0.0 0.0 TOTAL ROW CU YDS (APPX) 15.1 15.1 TOTAL CU YDS (APPX) 15.1 15.1 VAULT& EQUIPMENT TABLE PRIMARY GRID TYPE &SIZE BUSHINGS TRANSFORMER SITE NUMBER VAULT SIZE &COVER EQUIPMENT IN VAULT ID NUMBERS REMARKS LB DC (COMPANY ID) 559805 EXISTING 25kVA PM XFMR REPLACE ELBOWS &CONDUCTORS V01 VAULT 12o/24ov EXISTING 2 - WIRE CREW TO INSTALL GRID NUMBERS 147438 559605 EXISTING 25kVA PM XFMR REPLACE ELBOWS &CONDUCTORS V02 VAULT 120/240v EXISTING 2 - WIRE CREW TO INSTALL GRID NUMBERS 147460 559803 EXISTING 25kVA PM XFMR REPLACE ELBOWS &CONDUCTORS V03 VAULT 1zo/zaov EXISTING 1 - WIRE CREW TO INSTALL GRID NUMBERS 147481 TOTALS: 5 - LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.) REMARKS DESIGN ACTUAL TYPE BENDS PULL PULL DESIGN ACTUAL CABLE NUMBERS MANUFACTURING INFORMATION For Feeder Cable Only FROM TO SIZE OTY LENGTH LENGTH REV SIZE LENGTH LENGTH Check applicable box (in) (g) (ft) D8120 HDPE SCH 80 90 45 22 11 (Ibs) (Ibs) (ft) (ft) A B C MANUFACTURER COMPOUND YEAR TAPE CN #4/0 NEU DESIGN AS BUILT P01 V01 2 1 225 178.3 209.1 1/oALJKT 265 - - EHY937 0.7 V01 V02 2 1 245 111.E 112.1 1/oALJKT 255 - - EHY938 0.8 V02 V03 2 1 245 83.9 96.4 1Io AL JKT 255 - - EHY939 0.8 TOTAL 2" 715' TOTAL 1?i 775' TOTAL LUBE 2.3 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 =field Face Road Fact Quadrant Quadrant I Climbing Space Direction of Vehicular Traffic Climbing Space TOP VIEW 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 1O LB C/O TERM F:25T STD 6043,1000 (TSU1C1) -INST 1-2" L 'RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS2CSS) -INST SW# Y599 STD 6300.0750 -INST SWITCHBOARD 12' ABOVE GROUND STD 6300.4000 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 & 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 �_ N ;ti REAL ESTATElEASEMENT REQ- PERMIT CITY YELM 3 N/A N/A N/A FUNCTION CONTACT PHONE NO DATE 2 N/A N/A N/A PROJECTMGR L.YLENNI 253-720-9700 7/9/19 1 09/24/19 N. RAFEEO CHANGE TO BORE ENGR -POWER C.TOBIN 253-548-4516 7/9/19 REV# DATE BY DESCRIPTION ENGR -GAS N/A N/A N/A COUNTY THURSTON Emer Sect N/A Gas VMc Ctr N/A POWER WK CTR OSEPRE DRAWN BY M.POMEROY 253-234-6560 7/9/19 CHECKED BY 1/4 SEC SE 18.17.02 OP MAP � N/A PLAT MAP NIA APPROVED BY `gyp - 8 `!•a(p•/ FOREMAN #1 U-MAP NO (POWER) 1702E072 OH CKT MAP 1702E068 UG CKT MAP 1702E071 CIRCUIT NO YEL-25 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET YEL-25 CRYSTAL CT CRP 2020 SOUND ENERGY CABLE REMEDIATION PROGRAM 1212 NW CRYSTAL CT YELM WA 98597 DESIGNED BY Potelco, Ina INCIDENT wA MAOP N/A Gas Order N/A Elect Order 101117129R1 SCALE N/A PAGE 2 OF 2 FOREMAN MAP: U MAP # 1702E072 / '' A0ApW3271` VIEW DR NW 983 K CO25486 559771147390 J AOADWJ95 CANAL RD NW 3 SOABV566 L` C it V 659910-147622 37.6NVA 1201240v (0 V A09243 559001/47480 26kVA f2012/0v 80UNK 147466 76kVA1 80ApH155 76kVA 12012dOv VIEW DR NW SOAAH168 CRP09 559848-147458 .. 76kVA 1201240Y 3 � 5 Iri � BOAAN150 CRP09 559825-147476 60kVA 1201240V BOAAry157 CRP09 BOAAN184 CRP09 M 659014,14755, 3TAkVA 1201240 $9 E F F �nmenvmn 559900,147538 6598T4.147520 76NVA120tl40V 2NW 5 559 60kVA f20tl40 �c C09216 C09218 C09217 CRYSTALCTNW 659799-147506 I559795147408 37.6NVA 120R40v THURSTON CT 37.6kVA 1201340V A0ApL462 p0111 Iry297 559794.147534 CI q 25488 46UQB0555) 3MkVA1201t40v 61 37 92N0 CT SE 559791,147422 5 37AVA 1201240V 2 K U PID25500 8026601 AO22023 CO25502 �AD254B3 559766147431 559766-147476 60kVA 12DI240Y f AD22922. / 92NOWAY SE / NW QUEENSVIEWCT 559765.147422 76��CO26405 2fikVA 1201i1OV $ Y AP # 1702E071. 559764�147480 60kVA 1207210v 559770�147508 37.6kVA f201240v ABAND �q7 559772�147531 Ct(t I❑ 37.6NVA 1201790V �a� RHOTON CT NV SCALE: 1" = 100'