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HomeMy WebLinkAboutP_Design_101107865_V1_1802053 LJ Z LLI Q W w I -- z O L0 I Cl) Ln 00 0 0 Q) 0 U / W Z LLJ Q Ll, W f_ z 0 u� I L0 00 _o 0 z OO W / c� z_ Y / z 0 U Z O U ct O W z z Q CL i / m 0 co 0 N / z 0 1= Q D w W J Ca U Q / >a c a� c W of D C / O I co 0 N N c t3 7 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 Street lights, 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. 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 6" 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". - 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. 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. ❑ -When practical, attach the old cable --I �— number to the cable stub. In a Minipad hand hole WILL NOT PHASE (WNO) In conduit, -Remove the cable Not in conduit or it cannot be pulled out, -Cut the cable off as much as practical Material VERIFIED and CHANGES -When practical, attach the old cable number to OF the cable stub. • -Stuff the tail into the bottom of the OM handhole. Be sure the new cables are not Company ID#'s RECORDED in trapped by the old cables or the concentric ❑ neutrals. At Risers if the cable is SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV 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 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 pole. The cable is direct buried or it cannot be -Cut off & cap the cable underground near the base of the pulled out, and the pole will be removed. pole. 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." -Kemove (not aoanaon) aoovegrouna transne riser wnen It IS encounterec In the vela. belowgrouna trarsite may De let 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 Incident Number (1 -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 1/0 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: 1915 MONTEREY AVE NE, RENTON, WA 98056 Number of Cables : 3 Cable Footage Estimated : 1,139' Cable Numbers Injected : 0 Cable Numbers Repaired: 0 Cable Numbers Abandoned: 0 Cable Numbers Replaced : 25881, 25882, 25883 Trench Footage Estimated : 954' 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 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 /i� Print Name 1°/f�- �y/J Al' L;�/ ti Date INDEX PAGE 1 - GENERAL NOTES PAGE 2 - SITE PLAN & CABLE & CONDUIT DIAGRAM 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. Catch Basin Grate Collected Sediment Overflow Filter fabric walls for dewatering sediment Catch Basin Insert MID 9995728 Gravel bags (MID 9995692) must be higher at sides than center. 6" Min Gravel Check Dam EROSION CONTROL NOT TO SCALE LEGEND EO ELECTRONIC MARKER J ❑ UNDERGROUND COMBINA ION J-BOX/XFMR J COMBINATION J-BOX/PAD FOUNT XFMR J ■ NEW UNDERGROUND COMBINATION J-BOX/XFM J A NEW COMBINATION J -BOX/ ADMOUNT XFMR ❑❑ TOTAL UNDERGROUND XF R (i .U.T.) PAD MOUNT XFMR 01 NEW UNDERGROUND XFMR NEW PADMOUNT XFMR J❑ UNDERGROUND J-13OX SO UNDERGROUND SWITCH PULL VAULT Q HANDHOLE ABBREVIATIONS P.E. = POLYETHYLENE X.F.M.R. = TRANSFORMER 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 Grade Backfill 36" Min Cover (ROW) \\j „ 24"Min Cover �� rnl' (No rocks over 10 diameter) (Pvt. Property)/ I 48" Max TRENCH DETAIL NOT TO SCALE 12" Min Sand Shading 3" Sand Bedding — Primary Power in DB120 Conduit (ROW) Primary Power in SCH80 Conduit (Pvt. Property) Cables or Conduit r} _ 'X76782 :.:a....... • C 40T 4 40Y -'N 27 P� I i 65T 65TX1481 40T • :•CI �' tC NE 27 C ..... • Q T...... : .. 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NG1Qh1 l B� Bj� i 131 �;B �, r T� 'U0321 30 fir- to Z '` ( I ©I IB 141 , Qn' B'' r : �, 12 0 ASN t 25T1 o23ss pf �� 25TQi1C �A' : I03 I � .A C• 100T w -__ g 25T 1� 40T. ©L� QI 7373 X76783 - IQ 24»' i 3OT76097 40T : 25T 1 �— ICO_0186; T7740T�"'•A 3.A U1 3 •. ''0° ^� 4X76158 HIc T X421 X4201 I B • U317 100T �'b Dc� C 140T `S U315 T77560t X3310 65T 7244 J7 }�� ��~ X76159 17 6s�U317; .� �. 3� 65T.� 3� •S X151 ••.........•i ,�•'• S 30%�.•' 39 X15365 X2559 25T NE 12 ST U315� •3o,; H3 B NO X755 HIG .. 4or N� �` '� �p 17161513 B �� } 17 243 CK555 405 -�, 16 A•• HIGHLANDS'•' C: �`� _ OR -SUBSTATION X10276 <\ 15T ' 40T _ '•.•••'• 40T J X4127 NO 13 30..•'• : 3. - FT� �prL �� X6T7 30 X"5« C2 c h� • XI060 0 . Pnc U32x2 t �` 100T NO ��� _ 4 co� •�C " �3� e�OK�, tz X5826 %� NO } • 3� ��rO ,� 1 qb / C VX11091 _ - HlG X1503 ~ 100T : 40T 13 40T 30 4 X4452 m40T C NE 1B ST Q 3rb 40T X96 X9235. ••� A -- :39� �� �� •' 25T • : X4080 B o C 30'. ,11 ' PRE X_ OVERHEAD CIRCUIT: MAP # 2305 E040. SCALE 6 - 1 MILE Q R SOLID BLADE DISCONNECT ' FUSED DISCONNECT: ❑ 1 OT, 15T, 25T, 40T, IOOT - INDICATES FUSE SIZE --I �— NORMAL OPEN (N.O.) -� W 0 WILL NOT PHASE (WNO) OD-- OVERHEAD TO UNDERGROUND CABLE TERM. ❑ NEW OVERHEAD TO UNDERGROUND CABLE Material VERIFIED and CHANGES TERMINATION OF FAULT INDICATOR • CABLE SPLICE OM PRIMARY METERING Company ID#'s RECORDED in CABLE TERMINATION BUS (J -BOX) ❑ THREE PHASE WIRE/CABLE - 12.5 KV ----- SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV ❑ CABLE TO REPLACE a PROPERTY LINE ❑ RIGHT OF WAY Deviations noted on the As -built CENTERLINE --------------- EASEMENT 12" MIN 12"MIN 12" MIN /EXISTING / PAVEMENT/ SIDEWALK ASPHALT PATCH, 2" MIN MATCH EXISTING VERTICAL SAW CUT LINE 48" MAX 36" MIN (ROW) CRUSHED SURFACING 24" MIN (Pvt. Property) MATERIAL COPMACT TO 95% MAX DENSITY. 12" Min Sand Shading Primary Cable(S) i .n Conduit 3" Sand Bedding EXCAVATION AND HARD RESTORATION DETAIL NOT TO SCALE VICINITY MAP #1 1 #2 FOREMAN (CHECK 0OX WHEN COMPLETED) ❑ ❑ PSE Equipment LOCKED/SECURE[;' & Work Area left in CLEAN/SAFE Condition ❑ ❑ Grid, Cable, and Switch number$ INSTALLED & VERIFIED. ❑ ❑ Field Changes RED -LINED on / s -built. ❑ ❑ Material VERIFIED and CHANGES noted on Paperwork. ❑ ❑ Total PRIMARY Cable noted on s-buiit. ❑ ❑ Company ID#'s RECORDED in orrect location on As -built. ❑ ❑ Indicate correct FUSE SIZE on As -built & VERIFY proper PHASE. ❑ ❑ Correct QC Checklist(s) reviewe I. ❑ ❑ Deviations noted on the As -built and their reason. ❑ ❑ 1 certify that the work performed meets PSE's standards and procedures PLAT MAP N/A APPROVED BY and that all quality requirementslare met. #1 Foreman's Signature _ #1 Print Name OH CKT MAP 2305E040 i Date #2 Foreman's Signature #2 Print Name Date PROJECT PHASE NOTIF# ORDER# SUPERIOR 11305073 FAILED SILICONE REMOVAL O&M MAINTENENCE EXPENSE 101107865 N/A 108102881 0 Replaced Cable Segments: 3 CABLE REPLACEMENT BORE Trench Method: Approximate Trench Footage: 910' Abandon Cable Segments: 0 Replaced Cable Segments: 3 Approximate New 10 pri. Cable Footage: 1,160' Approximate 2"Poly Conduit Footage 1,100' Vaults: 0 F CALL (800) 424-5555 No 2 BUSINESS DAYS BEFORE YOU DIG No THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES No REAL ESTATE/EASEMENT PERMIT REQ- CITY OF RENTON "Locates Required" Yes "Outages Required" Y2S "Flagging Required" Yes JOB SITE N/A /A NE 201 CONTACT NE 20th St 2 N/A N/A 191 Montefev C. YLENNI Av tue Norlbee .t N/A /A ENGR - POWER A. TOBIN 253-548-4516 12-14-17 REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A N/A COUNTY KING Emer SE,-ct Gas N/A e POWER WK CTR QSEPRE DRAWN BY m tot 1 Sth lit CHECKED BY -//-•/ 1/4 SEC SE -5 -23-5 OP MAP N/A Z Contact Information PSE: PLANNER 355 110TH AVE NE BELLEVUE, WA 98004 COLLEEN FEASEL 425-456-2295 O O 0) 131 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 No 2 BUSINESS DAYS BEFORE YOU DIG No THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES No REAL ESTATE/EASEMENT PERMIT REQ- CITY OF RENTON "Locates Required" Yes "Outages Required" Y2S "Flagging Required" Yes 3 N/A N/A /A FUNCTION CONTACT PHONE NO DATE 2 N/A N/A /A PROJECT MGR C. YLENNI 253-720-9700 12-14-17 1 N/A N/A /A ENGR - POWER A. TOBIN 253-548-4516 12-14-17 REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A N/A COUNTY KING Emer SE,-ct Gas N/A k Ctr /A POWER WK CTR QSEPRE DRAWN BY A. HIRSI 253-234-6124 12-14-17 CHECKED BY -//-•/ 1/4 SEC SE -5 -23-5 OP MAP N/A PLAT MAP N/A APPROVED BY FOREMAN #1 U -MAP NO (POWER) 2305E020 OH CKT MAP 2305E040 UG CKT MAP 2305EO20 CIRCUIT NO HIG-15 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGETHIG-15 SOUND ENERGY DESIGNED BY Potelco, Inc. MONTEREY AVE NE CABLE REMEDIATION PROGRAM 1915 MONTEREY AVE NE, RENTON, WA 98056 INCIDENT MAOP N/A N/A Gas Order Elect Order N/A 101107865 SCALE PAGE AS NOTED 1/3 LLj z Q LU W L z 0 c� 2 LO 00 0 0 0 0 U Lv z LLI Q W m z O LO I LO 0 m r\ 0 0 i z 0 w m i c� z z 0 U z 0 U 2- Q_ m I i m 0 Cc 0 N z 0 1= Q 0 w m Lel J m U Q i c L a� a� LLJ I 0 0 O' E a o_ 00 I 0 N N 0 a SITE PLAN SCALE: 1:50 PRIMARY CABLE & CONDUIT TABLE 25T 318880 9 T79715 166'J 4 P01 318869 PX 166434 Vol NE 19TH PL hz�l 318853 V02166422 PX 318823 0 SX__166424 V03 NE 20TH ST EXISTING UNDERGROUND MAP: #2305E020. SCALE: 1:100 VAULT & EQUIPMENT TABLE Will maintain 36" Min. depth while directional drilling Final Grade TYPICAL BORE COVER I' 24" Typical (6" Min) 24" Typical (6" Min) Bore Pits will be excavated using Vac Truck method. Final Grade ir Backfill wx 36" Min � �;; Coverxl� -i, : crushed rock 5/8 minus " k l." Backfill shall not damage the conduit. I" T Electric Service Cable in Conduit 4" POLY 0) C: 0 J 00 NOT TO SCALE C POT HOLE *NOTE:BORE PITS, TRENCH HATCHING & POTHOLES ARE NOT ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST PRIMARY EXISTING CABLE MFG. DATE CABLE REPLACED? FROM GRID VAULT SIZE & TYPE & SIZE BUSHINGS TRANSFORMER 196 SITE BP -2 YES 25882 ID NUMBERS REMARKS V02 364 BP -3 NUMBER COVER EQUIPMENT IN VAULT (COMPANY ID) j V02 V03 578 BORE PIT 2 X 14 LB DC 1,138' EHM190 - - BP -5 318869 EXISTING 37.5kvA XFMR 1.8 PAVED REPLACE ELBOWS & CONDUCTORS Vol BORE PIT 120/2424 0v 2 - PAVED 166434 P01 -EAST VAULT EXISTING 3.9 3.9 1 WIRE CREW TO INSTALL GRID NUMBERS 555 318853 EXISTING 37.5kVA PM XFMR 2.8 2.8 REPLACE ELBOWS &CONDUCTORS V02 V03 -EAST 120/240v 2 - 3.3 166422 1,100' VAULT EXISTING 26.0 26.0 I WIRE CREW TO INSTALL GRID NUMBERS TOTAL 10 1,160' 318823 EXISTING 75kVA PM XFMR REPLACE ELBOWS &CONDUCTORS V03 HIG-15 MONTEREY AVE NE CABLE REMEDIATION PROGRAM 1915 MONTEREY AVE NE, RENTON, WA 98056 12o/24ov 1 _ 166424 VAULT EXISTING WIRE CREW TO INSTALL GRID NUMBERS TOTALS:. 5 - ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE CABLE REPLACED? FROM TO 25881 10519191 P01 Vol 196 FOREMAN - COMPLETE BP -2 YES 25882 10519202 Vol V02 364 BP -3 BORE PIT YES 25883 j 10519211 j V02 V03 578 BORE PIT 2 X 14 YES TOTAL CIRCUIT FEET 1,138' EHM190 - - 25T T79715 P01 45° 0 i 2-2 L 2-2" - L 1-2" - L EHM190 - AQP 1-2" - L o EHM191 - AO N _10 90° 0- 90° .oT 1-2" - L <v 220 EHM192 - AQP -Q M co N 0 W Q a W Z W a } W elfW F - z O 2 SHOWN TO SCALE FOR VISUAL PURPOSES. PLEASE SEE BORE PIT DETAIL FOR TYP. BORE PIT & TRENCH DIMENSIONS. PRIMARY CABLE & CONDUIT DIAGRAM ONSTRUCTION NOTES 01 UT OFF & CAP OLD CABLES AT TOP OF RISER -ATTACH OLD CABLE # TO CABLE STUB -REMOVE OLD C/O & TERM - NST 10 LB C/O TERM F:25T STD 6043.1000 (TSU1C1) NST 1-2" RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS2CSS) ­IINST SW# T79715 > andoff Bracket 15" Min Length onduit Clamp 5" Min Climbing uit Field Face Road Face Space Quadrant Quadrant NOT TO SCALE Climbing Space 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.) VOLUME OF DISTURBANCE TABLE NUM DESC SIZE (ft) REM YD (APPX) GRAVEL FILL YD (APPX) DESIGN ACTUAL LENGTH LENGTH (ft) (ft) REMARKS BP -1 BORE PIT 2 X 8 1.8 1.8 PAVED FOREMAN - COMPLETE BP -2 BORE PIT 2 X 14 3.1 3.1 PAVED MANUFACTURER COMPOUND BP -3 BORE PIT 2 X 14 3.1 3.1 PAVED x BP -4 BORE PIT 2 X 14 3.1 3.1 PAVED EHM190 - - BP -5 BORE PIT 2 X 8 1.8 1.8 PAVED PLAT MAP N/A BP -6 BORE PIT 2 X 14 3.1 3.1 PAVED U -MAP NO (POWER) 2305EO20 P01 -EAST OPEN TRENCH 1 X 35 3.9 3.9 PAVED 555 V02 -NORTH OPEN TRENCH 1 X 25 2.8 2.8 PAVED 1/0 AL JKT 565 V03 -EAST OPEN TRENCH 1 X 30 3.3 3.3 PAVED 1,100' CONTACT TOTAL: 26.0 26.0 1 - TOTAL 10 1,160' LOCATION CONDUIT PRIMARY CABLE REMARKS FROM TO SIZE QTY (in) DESIGN ACTUAL LENGTH LENGTH (ft) (ft) TYPE BENDS PULL PULL REV (lbs) (Ibs) DESIGN CABLE LENGTH SIZE (ft) ACTUAL LENGTH (ft) CABLE NUMBERS PLEASE RECORD FOREMAN - COMPLETE DB120 POLY SCH 80 90 45 22 11 A B C MANUFACTURER COMPOUND YEAR P01 V01 2 1 215 N/A x 1 2 - - 110.5 117.7 1/0 AL JKT 255 A. HIRSI EHM190 - - 12-14-17 CHECKED BY V01 V02 2 1 330 PLAT MAP N/A x 3 - - - 161.0 162.4 1/0 AL JKT 340 U -MAP NO (POWER) 2305EO20 EHM191 - - UG CKT MAP 2305E020 CIRCUIT NO 1 HIG-15 FOREMAN #2 V02 V03 2 1 555 1MAPPING X 3 - 1 - 217.6 238.3 1/0 AL JKT 565 EHM192 TOTAL 2" 1,100' CONTACT 7 2 1 - TOTAL 10 1,160' PHONE# QTS OF GLUE 1 1.7 1 GALS OF LUBE 1 3.6 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 ESTIMATED QUANTITIES OF GRADING AND TESC WORK ITEM DESCRIPTION APPROX QUANTITY CLEAR AND GRADE 1) NON -USABLE CUT 26.0 CY 2) REQUIRED GRAVEL FILL 26.0 CY II 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. CIVIL FORE�L N 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 -foot vertical clearance between outer surface of existing structure and minimum 5 -foot horizontal separation of WATER MAIN, STORM DRAIN and SEWER structure. Call (8 00) 424-5555 Utility Notification Center 24/7 before beginning any excavation prevents damage to underground facilities, service interruptions & bodily injury. Install Catch Basin Insert on all CB with construction zone. ! -■ Direction of Vehicular Traffic TOP VIEW CONDQ,IT RISER REPLACEMENT DETAIL P01 NOT TO SCALE Crew to provide ail 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." i FOREMAN NOTE: Call (800) 424-5555 Utility Notification Center 24/7 before beginning any excavation prevents dai age to underground facilities, service interruptions & bodily injury. 7 1 O O 4 QO C1') CIVIL CREW FOREMAN NOTE: N/A Maintain on site, in good condition, a complete file of all work drawings. These FUNCTION drawings shall be available at all times to a Puget Sound Energy representative. PHONE NO Corrections and changes r iade during the job shall be recorded continuously on these 2 N/A drawings. Mark all underg ound utilities encountered during construction on these N/A drawings. Furnish Puget ound Energy a complete set of as -built prints (foreman's C. YLENNI copies) at the end of the jo . 12-14-17 1 N/A N/A WIRE CREW FOREMAN NOTE: ENGR - POWER ALL FAULT INDICATORS W, ILL BE MAINTAINED IN THEIR CURRENT LOCATION ON 253-548-4516 1/0 CABLES AFTER NEW ABLE IS INSTALLED UNLESS OTHERWISE SPECIFIED. REV# DATE PLEASE RED -MARK ALL FAULT INDICATORS ON "CABLE DIAGRAM" FOR MAPPING. REAL ESTATE/EASEMENT PERMIT I REQ- CITY OF RENTON 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 12-14-17 1 N/A N/A N/A ENGR - POWER C. TOBIN 253-548-4516 12-14-17 REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A N/A COUNTY KING Emer Sect Gas N/A Wk Ctr N/A POWER WK CTR QSEPRE DRAWN BY A. HIRSI 253-234-6124 12-14-17 CHECKED BY 1/4 SEC SE -5-23-5 OP MAP N/A PLAT MAP N/A APPROVED BY • r �� FOREMAN #1 U -MAP NO (POWER) 2305EO20 OH CKT MAP 2305E040 UG CKT MAP 2305E020 CIRCUIT NO 1 HIG-15 FOREMAN #2 1MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET SOUND ENERGY DESIGNED BY Potelco, Inc. HIG-15 MONTEREY AVE NE CABLE REMEDIATION PROGRAM 1915 MONTEREY AVE NE, RENTON, WA 98056 INCIDENT MAOP N/A N/A Elect Order Ga N Order 101107865 SCALE PAGE AS NOTED 2/3 3 Li z Q w m Z O �n I O 2 L0 O m O O U / W z Q w z O Lo I 0 Ln Q0 0 0 / z 0 Z W D_ U z Y z O U O ct V) Z O U O W z z CL I Cn m O m 0 N z 0 Q 0 W w w J Co U Q i c L a� c c W I a D a C'1 E a N d- r\ I Co 0 N N c 7 CIVIL SITE DETAILED PLAN SCALE: 1:40 REAL ESTATE/EASEMENT PERMIT REQ- I CITY OF RENTON 3 N/A LEGEND 0 - - - SCALE: 1„_ PHONE NO DATE 2 N/A ------ CABLE TO REPLACE VA © BORE PIT (D POTHOLE 253-720-9700 "BP"- BORE PIT 1 N/A ❑i NEW J -BOX VAULT — — — — RIGHT OF WAY — T — STREET CENTER LINE W W W EXISTING WATER G G G EXISTING GAS P P EXISTING POWER SS EXISTING SEWER SD SD EXISTING STORM DRAIN TEL EXISTING TELEPHONE FO EXISTING FIBER OPTIC ZN PROPERTY LINE --------------------------- EASEMENT REAL ESTATE/EASEMENT PERMIT REQ- I CITY OF RENTON 3 N/A N/A /A FUNCTION CONTACT PHONE NO DATE 2 N/A N/A VA PROJECT MGR C. YLENNI 253-720-9700 12-14-17 1 N/A N/A VA ENGR - POWER C. TOBIN 253-548-4516 12-14-17 REV# DATE BY DES RIPTION ENGR - GAS N/A N/A N/A COUNTY KING Emer Sect Gas N/A I Nk Ctr N/A POWER WK CTR QSEPRE DRAWN BY A. HIRSI 253-234-6124 12-14-17 CHECKED BY -//-dE 1/4 SEC SE -5-23-5 OP MAP I N/A PLAT MAP N/A APPROVED BY 171 FOREMAN #1 U -MAP NO (POWER) 2305EO20 OH CKT MAP 2306EO40 UG CKT MAP 2305E020 jr.IRCUITNO HIG-15 FOREMAN #2 IMAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET SOUND ENERGY DESIGNED BY Potelco, Inc. HIG-15 MONTEREY AVE NE CABLE REMEDIATION PROGRAM 1915 MONTEREY AVE NE, RENTON, WA 98056 INCIDENT N/A Gas Order N/A SCALE AS NOTED MAOP N/A Elect Order 101107865 PAGE 3/3 3 LJ z LLJ `Q r w LL, F— z oC C LO I O O C) U / w z Ld Q Lu z CO C LO 0 LO Q0 O C) z 0 w V z z O U cn z LL 0 U w z Z Cj m O 7 O N / z 0 Q 0 w W crw J m U Q / L a� a1 c W I 0 c a / a 0 0 00 0 N N c O 7 NE 18TH P_ FOREMAN MAP:. U MAP #2305E020 / UG MAP # 2305E20. 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