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2021.0586.ST0059 Permit Issue Pckg 11.12.2021PSE 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 (426.882-4652) 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 24" minimum separation between new trench or tunnel and parallel existing utilities or as required by the permit agency. Excavation shall be of sufficient depth to provide a minimum of Trenching outside of the Right-of-way p 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 backflll. - Back fill in road crossings and within the Right-of-way shall be compacted to 95% density or as required by the permitting Agency. - Restore all excavated areas to original condition. Vaults & Hand holes - Refer to PSE standard 6775.0040 "Vault and Hand hole Installation" - Vaults shall be placed level and 2" above final grade in landscaped areas and flush with final grade when placed in hard surface areas. - A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults. - All conduit entrances shall be grouted. Conductors & Conduit - Refer to PSE standard 6800.6000 "PVC Conduit Installation". - Unless splices are called for, or otherwise noted or approved, conduit risers shall be plumbed directly to road crossing conduits. - Install insulating caps on all unused primary bushings. - Civil crew to install Conduit plug an 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. 6825.6200 In a Vault if the cable is In conduit, -Remove the cable Not in conduit or it cannot be pulled out, In a Minipad_ hand hole -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 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, -Remove the riser. and the pole will be replaced -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 ripe Removal and Disposal." mernuve knu[ aoanuon) allUVegfUUrlU rranslLe riser Wnen n Is encountereo In ine TIem. oetowgrouno iransae may De tell in place and backfilled. (Transite Is a mixture of asbestos and cement. It is nonmetallic, flame-retardant, and resistant to moisture, low temperature, and corrosive agents). -For removal use an approved certified abatement contractor. Call the Environmental Services Department 24-hour pager (206-994-3186) to have a contractor dispatched. Procedure to Abandon Primary Cables: 1. Call the Systems Operator to request a clearance. 2. Follow the directions to ensure the cable is de -energized, apply proper tags as specified in Standard Practice 0201.1011, "Switching and Clearances Handbook," and report back to the Systems Operator. 3. Obtain a clearance from the Systems Operator on the cable to be abandoned. 4. Cut the ends of the cable. 5. The cable number tag may be left on the abandoned cable. NOTE: The cable number shall not be reused. 6. Call the Systems Operator and release the clearance. 7. Remove all "Danger Do Not Operate" tags. 8. The System Operator will then close the 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 remedlate 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: 9216,9217,9218 Trench Footage Estimated : 762' 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. more information on the project 24rhour project information (888) 471-7339, (36 0) 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 Sediment Catch Basin Insert MID 9995728 EROSION CONTROL NOT TO SCALE Overflow Filter fabric walls for dewatering sediment I Trench and backflll 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, 518" minus or clean shading Is allowed when excavated native material contains rocks no larger than 8" In diameter, Excavated Dirt Pile ROADSIDE Final Grade 12" Typical 24" Min —•- 4811 Max (ROW) 36" MIN Cover Beckflll 36" MIN (PVT PROP) No rocks over 8 diameter) 12" Min Shading Clean Native Soil, Sand or 5/8" Minus 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 1\1nT TO Cr'.AI F LEGEND O ELECTRONIC MARKER SOLID BLADE DISCONNECT J ❑ UNDERGROUND COMBINATION J-BOX/XFMR ' FUSED DISCONNECT: 10T, 15T, 25T, 40T, 100T -INDICATES FUSE SIZE J 0 COMBINATION J-BQXIPADMOUNT XFMR NORMAL OPEN (N.O.) J ■ NEW UNDERGROUND COMBINATION J-BOXIXFMR J ♦ NEW COMBINATION J-BOX/PADMOUNT XFMR - W o WILL NOT PHASE (WNO) 0 TOTAL UNDERGROUND XFMR (T.U.T.) OD--- OVERHEAD TO UNDERGROUND CABLE TERM. �— NEW OVERHEAD TO UNDERGROUND CABLE PAD MOUNT XFMR TERMINATION 0 NEW UNDERGROUND XFMR O FAULT INDICATOR ❑,A. NEW PADMOUNT XFMR CABLE SPLICE 0 UNDERGROUND J-BOX MQ PRIMARY METERING 0 UNDERGROUND SWITCH —�- a CABLE TERMINATION BUS (J-BOX) PULL VAULT___.____ THREE PHASE WIRE/CABLE - 12.5 KV O HANDHOLE SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV r rrrrwrrrw�r 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 12"MIN 12" MIN 12" MIN -.. EXISTING PAVEMENT I SIDEWALK 1 ASPHALT PATCH, 2" MIN MATCH EXISTING VERTICAL SAW CUT LINE 48" MAX r ` z 36" MIN' CRUSHED SURFACING MATERIAL COMPACT (ROM 36"MIN ;,a` ,;-;I,i,l�s:; TO95%MAX DENSITY. (PVT PROP) 36" MIN 12" Min Sand Shading or 5/8" Minus 3" Sand Bedding or 5/8" Minus f EXCAVATION AND HARD RESTORATION DETAIL NOT TO SCALE •'• ,�,rare�rs it .taaitroN � RNlCE Cr , A V- no, 4 3I * CO W , Ad COA tO�G _•. co CARLA CT. ; 30 VIEW e4CR�,S• co : "•30 • ' ��ti.... . `'� �` •• Y553 ? . 1 us v : ;.� �: ' Co ;31� a 15T -1 '. Y_-1256 : 30 +u . a ' Bpi • :::. ' 40 T ••.,{.........i .Y-549 Y. 459 • 1ooT : 3i� Y-106 IODT ' 40T • .. Y-1287� 65T ......... C ...... _ - 1 ♦Y-694 C``1N41 ,Q CIS Y-4aT Y--876 Y1 40M " " D 4 -♦ 25T -2T 79 Y- o0 15T Y--2095 `f -t s� 5 I Y--588 c 25T c 65T c. • • e• 4' Y -1863 40T ;top - i� � W ••. .............. '�� A Y W2098 'u' '. B :> l %��` ..0 .. 'B .•...............{ j l 2e aMAL Y535 YEL •�,� A °'• cos2s6© Y-5 40T ..n...u.•...;a3s C': ®tO621730 SPRINGS B.C. 40T Y-523 I.Y409B.............A� • 3 t • A Y-205� t •.• c .' . • Y •• � _ ^ Y-10 3 •••••4Y2192 4 I10:c 140T 50A YY534 15T007440 I 10 40T Yj 225 40T I Y1111 t� 65T YEt Y1589__ JJ 25 Y1249 ' ."� '(j •�l'I � Y10 4oT . Y223 a� � ¢D 2a 4 Y1086 C04617 C _ t1140T 40T•Q 65T -' ? 10 10 10 1�0' Y1451 Y2213 Z •• Y224 pA0 Y460 40T: X;,., 0�1b • 30 Y1 25T?,°fir �� Y1 30. 310447 c AA,C 6' Rjit �'� 10 'ems; ; f�� ; Y240T �9 .13 Y184o 123s � Tsr � s � 25T � � Y 10T 6 ! "'t"• 986 Y1239 Y2190 Y203 27 L 11?OT 65T +t,*0 65T Y1132 Y1240 Y1237 Yi 14 1600 r Y930 Y125 100 Y1241 4oT :B Y275 Y1063 OVERHEAD CIRCUIT: MAP # 1 702E068. SCALE 6" = 1 MILE #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 -built. ❑ © Company IN's RECORDED in correct location on As -built. ❑ ❑ Indicate correct FUSE SIZE on As-bullt & VERIFY proper PHASE. ❑ ❑ Correct QC Checklist(s) reviewed. ❑ © Deviations noted on the As•bullt and their reason. ❑ ❑ I certify that the work performed meets PSE's standards and procedures and that all quality requirements q y q are mat. #1 Foreman's Signature #1 Print Name Dale #2 Foreman's Signature #2 Print Name Date PROJECT PHASE NOTIF# ORDER# SUPERIOR FAILED SILICONE REMOVAL O&M MAINTENENCE EXPENSE 11463350R1 101117129R1 N/A 108110834 CABLE REPLACEMENT Trench Method: BORE Approximate Trench Footage: 675' Abandon Cable Segments: d Replaced Cable Segments: Approximate New 10 pri. Cable Footage: 751 Approximate 2" Poly Conduit Footage: 715' .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, i i Signature Print Name Date VICINITY MAP i !! „E,, E ' t r i t i ,I • ii•cE�nsYfvn koctllS�i .! ' It4 q S�1A9uulknp�lnworn r 'A �}Ydm 0* IewM ¢•diuy�n04 �..I YY i.1.+lAifr YYck(f6fludlaschoo-1 ' i ! sf I?� 1dcf7agdl�'a s ! , ? Contact Information PSE: PLANNER 22884 RYEN DR NW POULSBO, WA 98370 DOUG JONES 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 "Flagging Required" es No REAL ESTATE/EASEMENT REQ- PERMIT CITY YELM 3 NIA NIA N/A FUNCTION CONTACT PHONE NO DATE 2 NIA NIA NIA PROJECT MGR C.YLENNI 253-720-9700 719119 1 09/24/19 N: RAFEEQ CHANGE TO BORE ENGR - POWER C.TOBIN 253-548-4516 719/19 REV# DATE BY 113ESCRIPTION ENGR - GAS NIA N/A NIA COUNTY THURSTON Emer Sect N/A Gas Wk Ctr NIA POWER WK CTR QSEPRE DRAWN BY M.POMEROY 253-234-6560 719/19 CHECKED BY 114 SEC SE 18-17-02 OP MAP N/A PLAT MAP NIA APPROVED BY FOREMAN #1 U-MAP NO (POWER) 1702E072 OH CKT MAP 1702E066 MAP L1702E071 CIRCUIT NO YEL-25 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# INCIDENT MAOP PUGET YEL-25 CRYSTAL CT CRP 2020 N/A N/A SOUND CABLE REMEDIATION PROGRAM Gas Order Elect Order N/A 101117129RI ENERGY 1212 NW CRYSTAL CT YELM WA 98597 SCALE PAGE DESIGNED BY Potelco, Inc. NIA 10172 SCALE: 1:50 EXISTING CABLE MAPPING SCALE:1:50 ` ABANDONED 1 REMOVE 1 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 10585717 P01 Vol 222 YES NO 9217 10585729 Vol V02 263 YES NO 9218 10585737 V02 V03 277 YES NO TOTAL CIRCUIT FEET 762' PRIMARY CABLE & CONDUIT TABLE (FOREMAN TO COMPLETE) CRPN9 P01 559813 NX 147438 25T Y599 V01 559805 NX 147438 NX 559805 V02 147460 C09217 w C09216 CRYSTAL CT NW 559025.147470 50AVA 1201240V I C09218 1 NX 55980: 14748 EXISTING UNDERGROUND MAP: # 1742EO71 . SCALE: 1:100 o P01 2 5 T Y599 Ci V01 z v02 U) 2-2 - L © 2-2" - L Q O Z o; a Cq 112.1 9 6.41b5 Ibs 111.6 Ibs ri U.9 16S U) CRYSTAL CT NW � V03 1-2" - L ' EHY937 - CO 1-2" - L ' 1-2" - L ' EHY938- CO i EHY939 - CO 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 REMARK 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 ROW 2 X 8 1.8 1.8 SOFT BP-4 BORE PIT ROW 2 X 8 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) 15A 15.1 S VAULT & EQUIPMENT TABLE PRIMARY GRID TYPE & SIZE BUSHINGS TRANSFORMER SITE NUMBER VAULT SIZE & COVER EQUIPMENT IN VAULT ID NUMBERS REMARKS LB DC (COMPANY ID) Vol 559805 EXISTING 25kVA PM XFMR REPLACE ELBOWS & CONDUCTORS 147438 VAULT 1201240v EXISTING 2 - WIRE CREW TO INSTALL GRID NUMBERS 559805 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 147481 VAULT 1XISTINv EXISTING 1 - - WIRE CREW TO INSTALL GRID NUMBERS TOTALS, 5 - LOCATION CONDUIT PRIMARY CABLE QTY OF LUl3E (gal.) REMARKS DESIGN ACTUAL TYPE BENDS PULL PULL DESIGN ACTUAL CABLE NUMBERS MANUFACTURING INFORMATION For Feeder Cable Only FROM TO SIZE QTY LENGTH LENGTH REV SIZE LENGTH LENGTH Check applicable box D6120 HDPE SCH 80 90 45 22 11 A B C MANUFACTURER COMPOUND YEAR TAPE CN #410 NEU DESIGN AS (In) (ft} ({#) (Ibs) (lbs) (ft) (ft) BUILT P01 V01 2 1 225 178.3 209.1 110 AL JKT 265 - - EHY937 0.7 Vol V02 2 1 245 111.6 112.1 110 AL JKT 255 - - EHY938 0.8 V02 V03 2 1 245 83.9 '96.4 110 AL JKT 255 - - EHY939 0.8 TOTAL 2" 715' TOTAL 1! 775' TOTAL LUBE 2.3 CIVIL CREW NOTE: ALL 2" - 90' BENDS MIN 48" RADIUS SCH-80 PVC ALL 2" - 450 BENDS SCH-80 PVC - ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL CABLE IS INTALLED Standoff Bracket 15" Min Length Conduit Clamp �/5'- Min twit Field Face Road Fac( Quadrant Quadrant l i Climbing Space �- Direction of Vehicular Traffic Climbing Space TOP VIEW CONDUIT RISER REPLACEMENT DETAIL P01 NOT TO SCALE CONSTRUCTION NOTES Pot -CUT OFF CABLES AT TOP OF RISER -INSTALL A CAP ON THE TAIL -ATTACH OLD CABLE # TO CABLE STUB -REMOVE OLD CIO & TERM -INST 10 LB CIO TERM F:25T STD 6043.1000 (TSU1C1) -INST 1-2" L 'RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS2CSS) -I NST 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) 424-5556 UTILITY NOTIFICATION CENTER 2417 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 110 CABLES AFTER NEW CABLE IS INSTALLED UNLESS OTHERWISE SPECIFIED. PLEASE RED -MARK ALL FAULT INDICATORS ON "CABLE DIAGRAM" FOR MAPPING. 0 1 N 00 ;C1 REAL ESTATE/EASEMENT REQ- PERMIT CITY YELM 3 NIA N/A NIA FUNCTION CONTACT PHONE NO DATE 2 NIA NIA NIA PROJECT MGR C.YLENNI 253-720-9700 719/19 1 09/24/19 N. RAFEEQ CHANGE TO BORE ENGR - POWER C.TOBIN 253-548-4516 719/19 REV# DATE BY DESCRIPTION ENGR - GAS NIA NIA NIA COUNTY THURSTON Erner Sect NIA Gas Wk Ctr NIA POWER WK CTR QSEPRE DRAWN BY M.POMEROY 253-234-6560 719119 CHECKED BY 114 SEC SE 18-17-02 OP MAP NIA PLAT MAP NIA APPROVED BY ��p 0 �•,•J FOREMAN #1 U-MAP NO (POWER) 1702E072 OH CKT MAP 1702Efl68 UG CKT MAP 1702E071 CIRCUIT NO YEL-25 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# INCIDENT MAOP PUGET YEL-25 CRYSTAL CT CRP 2020 NIA NIA SOUND CABLE REMEDIATION PROGRAM Gas Order Elect Order NIA 101117129R1 ENERGY 1212 NW CRYSTAL CT YELM WA 98597 rCALE PAGE DESIGNED BY Potelco, Inc. NIA 2 OF 2 CANAL RD NW m ca a 4 K V 559077.147415 ° 26kVA 1201240v Ams243 559883.14746E 26kVA 1201240Y AOA➢W397 L ° AOAM 6 BOVNK VIEW DR NW 559E75.147466 BOAAH155 76kVA 1201240v VIEW DR NW BOAAH158 CRP09 559048.1474M 76kVA 1201240v n. z r 0 559828-147409 BOAAH159 31AkVA 1201240v CRP09 J COAAnoo 559025.147476 60kVA120@40V ° 91ST WAY SE 559795.147a08 A025487 37.6WA 10240V 2 V ° A025483 e 92ND CT SE BOABV566 i 559010.147622 MGM MINN BOAAH157 - CRP09 BOAAHf64 CRP09 y 76kVA12012240Y 4 � V n p 559845-147515 �z SMA1201240v ° C09216 C09218 C09217 CRYSTALCTNW 5s9r99.1a7596 37AVA 1201240v AmA0L462 559914•t4755 37AM1201240 9� 130ASX079 559900.147538 MRVA 1201240v CRP14 A025988 - ���•�� 559791.147422 ° 37AVA 1201240V z a a u1 w a qzo 4 A025500 z 8025601 � CO25502 8025484 ( A025483 559769.147431 CO25405 e 559771.147390 92ND WAY BE 559765.447422 ° co254e5 ° 26kVA 120n40V F- N 559766-t47476 60kVA 12DI240v A022922 • / NW OuEENSVIEW CT A022923 559764.147486 60kVA 126F240v 559770.147508 37AVA 1201440v 559874.147520 76NVA1201240V VIEW DR NW e 559639.14753 SOkVA MIND! THURSTON CT 559794-147534 c 3T.6kVA120NW rid ABAND AOAGH301 cRa14 559172.147531 ��� C �ta�a5o4S51 o aL 0 37,6kVA 120124'0 3AGL459 RHOTON CT NV 1 FOREMAN MAP: U MAP # 1702EO721 UG MAP # 1702E071. SCALE: 11' = 100' n \ f MINIMUM 0.25' CLASS 'B' A.C.P. (COMPACTED DEPTH) OR EXISTING PLUS 0.08', WHICHEVER IS GREATER APPLIED IN MAXIMUM 0.17' LIFTS — a:::.:: o: :.::'.:::a:.::':.:.Q.:. 0.67 GRAVEL BASE �... a COMPACTED TO 95% OF MAXIMUM DENSITY 0.17' CRUSHED PER. 2-03.3(14)D SURFACING TOP COURSE 1' MIN'. TYP. MINIMUM 0.75' CEMENT CONC. PVMT OR MATCH EXISTING PLUS 0.08', WHICHEVER IS GREATER. I 0.67' GRAVEL BASE COMPACTED TO 95% OF MAXIMUM DENSITY PER. 2-03.3(14)D — 1' MINA. TYP. NOTES: a: a L0.17' CRUSHED SURFACING TOP COURSE 1. ALL MATERIALS, WORKMANSHIP, AND INSTALL— ATION SHALL BE IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION AS AMENDED BY CITY OF YELM STANDARDS. SAW CUT EXISTING PAVEMENT. EMULSIFIED ASPHALT GRADE CSS-1 TACK SHALL BE APPLIED TO EDGES OF EXISTING PAVEMENT. ALL JOINTS SHALL BE SEALED USING PAVING ASPHALT AR4000W. EXISTING FLEXIBLE PAVEMENT TRENCH BACKFILL COMPACTED PER. 2-03.3(14)C METHOD B TRANSVERSE CONSTRUCTION JOINT. SEE STANDARD PLAN A-1 SAW CUT EXISTING PAVEMENT. EXISTING RIGID PAVEMENT TRENCH BACKFILL COMPACTED PER. 2-03.3(14)C METHOD C CITY OF YELM DEPT. OF PUBLIC WORKS TRENCH -PAVEMENT RESTORATION DETAIL APPROVED PUBLIC WORKS DIRECTOR DES. DWN. S-C S-c DWG. N0. DATE 1 2 -10 CKD. DATE S-C 10/3/94