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HomeMy WebLinkAboutP_Design_101107908_V1_180328PSE GENERAL SPECIFICATIONS ABANDONING PRIMARY CABLES PSE std. 6825.6200 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 II o 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 I time. o If you are working on a pole with the pole ground connected with a hot tap, replace it. If the N transformer has split bolts on the secondary neutral or services, replace them. If the primary N neutral is connected with a hot tap, replace it. If the transformer bank has a 2 -bolt connector on U INDEX PAGE 1 - GENERAL NOTES PAGE 2 - SITE PLAN PAGE 3 - CABLE & CONDUIT DIAGRAM C) the neutral bus, replace R. 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 Sedime -4 — 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 General In a Vault if the cable is 12" MIN f 12" MIN - All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards In conduit, -Remove the cable DE are available upon request. ❑ PAVEMENT / SIDEWALK - Work sites shall be kept clear of debris and all construction materials, equipment and Not in conduit or it cannot be pulled out, -Cut the cable off approximately one foot UNDERGROUND COMBINATION J- packing shall be removed daily. from the vault wall. FUSED DISCONNECT: - Return all unused and removed poles, transformers and hardware to PSE, storeroom. All -When prctical, attach the old cable Total PRIMARY Cable noted Un As -built. a 3 number number the cable stub. J copper shall be coiled and returned the day it is removed from the poles. Remove ail unused XFMR ❑ pins and insulators. Indicate correct FUSE SIZE on As -built & ASPHALT PATCH, 2" MIN - Return all Street lights, area lights and floodlights to Sumner yard. In a Minipad hand hole NORMAL OPEN (N.O.) - All fault indicators will be maintained in their current location on the 1/0 cables upon NEW UNDERGROUND COMBINATI N J-BOX/XFMR completion of the job. If it is noted to remove any of the indicators they shall be returned to In conduit, -Remove the cable MATCH EXISTING local PSE first response department for re -issue. Not in conduit or it cannot be pulled out, -Cut the cable off as much as practical W � Preconstruction -When practical, attach the old cable number to NEW COMBINATION J-BOX/PADM - Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by the cable stub. OP MAP N/A permitting agency, in advance of starting work in Right-of-way involving a Permit. -Stuff the tail into the bottom of the - All system switching shall be approved by System Operations (425-882-4652) a minimum handhole. Be sure the new cables are not trapped by the old cables or the concentric ❑❑ of 48 hours in advance. neutrals. OH CKT MAP 2305EO40 - Notify customers of all outages 48 hours in advance. MAP ICIRCUITNO HIG-15 Work Drawings & Documents 36" MIN (ROW) NEW OVERHEAD TO UNDERGROUND CABLE - Field design changes shall be approved by PSE Project Manager or Engineer. At Risers if the cable is MIN (Pvt. Property) - Mark all field changes, equipment ID numbers and Underground cable information in red on In Conduit -Remove Cable Foreman's copy of work sketch. O - Return one Foreman's copy of work sketch to Project Manager at completion of job. Direct buried or it cannot be pulled out, -Cut off & cap the cable at the top of the riser. Li - When permits are required, a copy shall be available on work site at all times. and the pole will remain. -Attach the old cable number to the cable stub. Z Safety UNDERGROUND J -BOX LU Q - Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements. DIRECT BURIED o - Refer to PSE standards 6275.9050 for personal protective grounding requirements. Direct buried or it cannot be pulled out, -Remove the riser. CABLE TERMINATION BUS (J -BOX) - Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. and the pole will be replaced -Cut off & cap the cable underground near the base of the C) o - Proper line clearances shall be taken at the beginning, and released at the end, of each pole. w work day, or as otherwise instructed by the System Operator. `o The cable is direct buried or it cannot be -Cut off & cap the cable underground near the base of the Traffic /Pedestrian control notes pulled out, and the pole will be removed. pole. _ - Utilize flagging and other vehicle traffic control as necessary and in conformance with local 4 cc traffic regulations. POLYETHYLENE 0 -The uniform code of traffic control shall be adhered to at all times.. RIGHT OF WAY X.F.M.R. = TRANSFORMER -Provide signs, barricades, and traffic control in conformance with local permit regulations. NOTE: If the pole is to be replaced, remove the abandoned riser and elbow, and stand off brackets 0 -Provide route for pedestrians when working on or near sidewalks. (unless they support other conduits). R -Maintain traffic flow as required by permitting agency. NOTE: If the riser is made of transite material, it shall be removed following procedures in standard 0100.5000, Q "Transite Pipe Removal and Disposal." D v NOTE: Completely rebuild terminations. EXCEPTION: DO NOT REPLACE CUTOUTS -Remove (not abandon) aboveground transite riser when it is encountered in the field. Belowground transite may be left in zUNLESS THEY ARE THE OLDER "BOX TYPE" OR 50 AMP "TRIP LINK" TYPE CUTOUT. place and backfilled. (Transite is a mixture of asbestos and cement. It is nonmetallic, flame-retardant, and resistant REPLACE J -BOXES IF REQUIRED. UTILIZE FEED-THRU T.U.T.s AND REMOVE to moisture, low temperature, and corrosive agents). w J -BOXES IF POSSIBLE. REPLACE ALL TRANSFORMER JUMPERS WITH NEW 1/0 -For removal use an approved certified abatement contractor. Call the Environmental Services Department 24-hour pager Q JACKETED CABLE. (206-994-3186) to have a contractor dispatched. Procedure to Abandon Primary Cables: o UNDERGROUND CONSTRUCTION 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 I Additional notes to Standards. 0201.1011, "Switching and Clearances Handbook," and report back to the Systems Operator. cD 3. Obtain a clearance from the Systems Operator on the cable to be abandoned. _ -Erosion control must be placed before construction starts. Silt bags must be installed in 4. Cut the ends of the cable. o downstream catch basins. 5. The cable number tag may be left on the abandoned cable. rn NOTE: The cable number shall not be reused. _06.Call Existing Utilities: the Systems Operator and release the clearance. o Hand excavate (pothole) all marked utilitycrossings to verify exact location and depth at point (p ) g y p 7. Remove all "Danger Not Operate" tags. 8. The System Operator will then close the Incident Number (I -number). r of crossing. Protect underground utilities during excavation. Use hand excavation methods if necessary to avoid damage to existing utilities. Fabricate and install adequate temporary Existing System: z structures to support and protect underground utilities white exposed during construction. Q� Maintain existing electrical system in service until new system is complete, tested, and ready for service. oMaintain 6° minimum clearance at crossings between existin utilities and new duct Disable existing system only to make cutovers and connections as directed by PSE System Operator. Y installations. Transition trench or tunnel profile raduall as required at crossin s. Maintain gtunnel SCOPE OF WORK zo 24" minimum separation between new trench or and pa allel existing utiliitties or as The general scope of this project into remediate primary 1/0 cables within the project area by the most economic required by the permit agency. means possible using replacement, or abandonment. The project involves replacing existing electrical cables in new conduit. v Excavation o - 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. Project type : Planned o - Road crossings and all trenches within the Right-of-way shall be of sufficient depth to Project location: 1700 EDMONDS AVE NE, RENTON, WA 98056 o provide a minimum of 36" of cover for all conductors or as required by the permitting Agency. z - No rocks larger than 6" shall be included in backfill. Number of Cables: 5 Z - Back fill in road crossings and within the Right-of-way shall be compacted to 95% density or Cable Footage Estimated : 841' CL as required by the permitting Agency. Cable Numbers Injected : 0 % - Restore all excavated areas to original condition. Cable Numbers Repaired : 0 Cable Numbers Abandoned: 0 o Cable Numbers Replaced: 16017, 16060, 16014, 16015, 16016 Vaults & Hand holes Refer to PSE standard 6775.0040 "Vault and Hand hole Installation" Trench Footage Estimated : 841' - Vaults shall be placed level and 2" above final grade in landscaped areas and flush with o final grade when placed in hard surface areas. There will be an advance notice provided by the contractor Q - A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults. 24-hour advance notice of no parking in work areas. Access will be maintained to all residences and their - All conduit entrances shall be grouted. driveways. When work is occurring directly in front of driveways, the contractor will work with the residence to manage access. W cr_ Conductors & Conduit Traffic Revisions J - Refer to PSE standard 6800.6000 PVC Conduit Installation". Flagging crews will maintain one lane; fla ers will assist vehicles alternating through the roadway duringwork g 99 g g y - Unless splices are called for, or otherwise noted or approved, conduit risers shall be hours. Q plumbed directly to road crossing conduits. - Install insulating caps on all unused primary bushings. For more information on the project L - Civil crew to install Conduit plug on each end until new cable to be installed. 24-hour project information (888) 471-7339, (360) 825-5236 Q) - All "spare" conduits shall be capped at each end. w 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 II o 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 I time. o If you are working on a pole with the pole ground connected with a hot tap, replace it. If the N transformer has split bolts on the secondary neutral or services, replace them. If the primary N neutral is connected with a hot tap, replace it. If the transformer bank has a 2 -bolt connector on U INDEX PAGE 1 - GENERAL NOTES PAGE 2 - SITE PLAN PAGE 3 - CABLE & CONDUIT DIAGRAM C) the neutral bus, replace R. 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 Sedime -4 — 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 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 73777N', Backfill 36" Min Cover (ROW)\\ %No rocks over 10" diameter 24"Min Cover\( ) (Pvt. Property) \� 48" Max TRENCH DETAIL NOT TO SCALE i 12" Min Sand Shading \j j\ 3" Sand Bedding Primary Power in D131 20 Conduit (ROW) Primary Power in SCH80 Conduit (Pvt. Property) Cables or Conduit 1-2165 6782 :.:::....... C: 40T 7 65TX1481.• 40r NEC; • ..... . QI 4oT 27S7.........,C ASE' 27 ST• 407 •,C;• ' 257 - 405 HIG c 407 407 HIG 4.� :�•IWN T 25T - - - 15 I 25T 15 C03556 G A• O �• 257 1 B' � .�! X76830;' �I X9178 A A. 40T :. Q ......• •C�, !. O C•...., .0 I* 407 :I C� 407 257 , C ..A O 1007 WI 3�, CI �•• ' I 1 OOT X2094: X9799 40 PRE •• FLYING t 40T � •C g TAPS_ 657 657 40T • �. •.. 65 NE 24 Sr 14 .0 :A 1 r' ;•• 657 ••$ CK584 25TI 40T 40 a 1100T 5T I U3�_NE 23 P� A { I XI 106 oN . :657 I g:' �: �-- C �+ 25T - - ST., iiesd I c © I �•:::....11C. 'C NO •X10310 -4 25 al I : C00338 I W NO NE 22 ST I 405 �B I I .. 65T p WNO _ I 100T ZI A - W ( C I 25Ttw 15 WNO TQ C � C i r-; . ; AO $1 Q ��� TW + C 65 T 25 C l`�°Or'I 1007 �� WN4 �! .Zp • 40 NE 2B S_T_ TW _ _ x X76779 �X C - 40 40T�T t40T �40T 1725T - +!`�5 -TW - - a; 25T Y C 40TI 40 1 Z I NE 20 ST f ;3 o I 257 ' C HIG a 2 I W l° »ol B 76780 c ' Sr . 17 m ' i ';~ '�.0 ... , i Q 2 00 25 OT - �. 65 O 3b WNO J NE 8 n Q: I Q m o A4 I— _ A �' 407 /� 257 X31 IB I r_-, > T .1: 15T C -)(D I X5128 25Tr - 405 •• k - 25T Foo. t o 00I A0 I90 ..... { 3�:' N '30 140TB•U 25TI I 65T1 Hic'/6 407 '•C•' I ---f o 25T _ 4 _ _ 2 T X1479 15 X9508 � X626o WNID Io Wt4oT 25 B �t S y 657 4 �,•'.,•� B 65 I BI �I BIZ �'B ; r - 3B = I� Y .'.0 gl OG ZIB IW Qn; B1' r' k ` IZ ;..:....:30 25TIco23ss OI to 25T�II j�A� = I X3317• =X15 .100- I I--- �t I� v'IC G l 144 - 407 40 C: _ IW Q 1� 7373 X76783 257 Im 4072411' Z I '30 C L -W c Q �, 0 Y;�6597 n : �- 000186; �"� T77561p,,.•A , 3G I� 25T I 407 A 01925: ,.'x11078 = T -421 4 B� U317 tool '\^100T Ipw ^� X76158 • HiC 201 I 0315 T77560f. X3310 co Dc_ 657 h� X7 ' ^9 6sTU317„ ,� �, 3 65T .�� .34• ta]71506.1' X00429 777244 }�' A S I / U- I ,� 2 5T o NE 12 ST Hic B"• ao X15365 X2559 �� S •••: ,3�•: 13 X� _� X7554'::: O Xo,y 1 0315; • • : 40T �o NO �, V 2 CK555 HlG 17161513 B: I�~ w� X569 3 -65TC 77243 405 -$ 16 A•.HIGHLANDS'•' Ci I� } �� rnF_ ssT DR -SUBSTATION X10276 �1 15T 65T7IID- _ _ `5 X4127 NO 30,.•'••.•.rD5 00 3 X1060 4oT FT 407 �cy�c��c. X677 I" Z 65^ 0 CK261 30•...� ss o�'`� `3 X5826 NOa }c�? y C •3`� 80K ^... a� � = I Q ,, I X9832 N C 1X11091 _ _ HIG X1503 ~ 3� IC W00 3 �•:• 007 :407_ ___ _ 407 O __ t3 3� Q A CD cy) CX9624 X9235 �40T C NE 10 Q �' 3b 40T a, ,1 = COT "� A `C " :30 �'°,o a o O 65T _••. { 257 X4080 _ g_ o �� 3b:,1�' PRE x� M l� X9848 S X0584 PCR • X5825 B 100 .'-NE 9 PL, t' `iAlA�i3 ;o 03283 12 A 1 � wN0l , A �. A : I � � 657 x � I X9850 •'g 657 ...... _N_E 9 STT 5T c-��4oTj I �o :� �o : 10755 = I 657 S 3�'' • B" X9_673 �! - � A =� 257 coX _F a %.I 03286 OOT X58 �4 405 407 6�- �� Y ST —It -I -4 X0812 ? I Y U I M 1 1007 i I �Tlb �5 g 125-- 9 Sr 15Tt B U 100T. t 25iT %1 c If , 1- 10 T -*P �'i� '" A I 00,0 �r X678 tX9973 65 OX 30'. 40T lA IA X0676 X �� 30 _ �o �`, X5435 I A- N N6 p HIGHLANDS NK ''g ST R 657 I ELEM B'd p `n o IAO C - 257 100T X1930 0 OVERHEAD CIRCUIT: MAP # 2305E040. SCALE 6" = 1 MILE LEGEND PSE Equipment LOCKED/SECURED & Work Alrea 12" MIN f 12" MIN ❑ ❑ DE ELECTRONIC MARKER ❑ PAVEMENT / SIDEWALK SOLID BLADE DISCONNECT J 70 UNDERGROUND COMBINATION J- OX/XFMR t FUSED DISCONNECT: ❑ ❑ Total PRIMARY Cable noted Un As -built. a 3 10T, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE J COMBINATION J-BOX/PADMOUNT XFMR ❑ ❑ Indicate correct FUSE SIZE on As -built & ASPHALT PATCH, 2" MIN ❑ ❑ NORMAL OPEN (N.O.) J ■ NEW UNDERGROUND COMBINATI N J-BOX/XFMR /r;/rj f //�/ reason. MATCH EXISTING ❑ I certify that the work performt;d meets P W � WILL NOT PHASE (WNO) J7A NEW COMBINATION J-BOX/PADM IJNT XFMR #1 Foreman's Signature OP MAP N/A #1 Print Name 0>— OVERHEAD TO UNDERGROUND CABLE TERM. ❑❑ TOTAL UNDERGROUND XFMR (T. .T.) OH CKT MAP 2305EO40 48" MAX MAP ICIRCUITNO HIG-15 FOREMAN #2 36" MIN (ROW) NEW OVERHEAD TO UNDERGROUND CABLE F PAD MOUNT XFMR MIN (Pvt. Property) �— TERMINATION NEW UNDERGROUND XFMR O FAULT INDICATOR 0 NEW PADMOUNT XFMR — CABLE SPLICE ❑J UNDERGROUND J -BOX OM PRIMARY METERING OS UNDERGROUND SWITCH I in Conduit CABLE TERMINATION BUS (J -BOX) PULL VAULT______ [ G-15 EDMONDS AVE NE CABLE REMEDIATION PROGRAM 0 EDMONDS AVE NE, RENTON, WA 98056 THREE PHASE WIRE/CABLE - 12.5 KV Q HANDHOLE-ter-- SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV _____ CABLE TO REPLACE ABBREVIATIONS 4 PROPERTY LINE P.E. = POLYETHYLENE RIGHT OF WAY X.F.M.R. = TRANSFORMER CENTERLINE N.T.S. =NOT TO SCALE ---------- -_ _ -- EASEMENT 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 73777N', Backfill 36" Min Cover (ROW)\\ %No rocks over 10" diameter 24"Min Cover\( ) (Pvt. Property) \� 48" Max TRENCH DETAIL NOT TO SCALE i 12" Min Sand Shading \j j\ 3" Sand Bedding Primary Power in D131 20 Conduit (ROW) Primary Power in SCH80 Conduit (Pvt. Property) Cables or Conduit 1-2165 6782 :.:::....... C: 40T 7 65TX1481.• 40r NEC; • ..... . QI 4oT 27S7.........,C ASE' 27 ST• 407 •,C;• ' 257 - 405 HIG c 407 407 HIG 4.� :�•IWN T 25T - - - 15 I 25T 15 C03556 G A• O �• 257 1 B' � .�! X76830;' �I X9178 A A. 40T :. Q ......• •C�, !. O C•...., .0 I* 407 :I C� 407 257 , C ..A O 1007 WI 3�, CI �•• ' I 1 OOT X2094: X9799 40 PRE •• FLYING t 40T � •C g TAPS_ 657 657 40T • �. •.. 65 NE 24 Sr 14 .0 :A 1 r' ;•• 657 ••$ CK584 25TI 40T 40 a 1100T 5T I U3�_NE 23 P� A { I XI 106 oN . :657 I g:' �: �-- C �+ 25T - - ST., iiesd I c © I �•:::....11C. 'C NO •X10310 -4 25 al I : C00338 I W NO NE 22 ST I 405 �B I I .. 65T p WNO _ I 100T ZI A - W ( C I 25Ttw 15 WNO TQ C � C i r-; . ; AO $1 Q ��� TW + C 65 T 25 C l`�°Or'I 1007 �� WN4 �! .Zp • 40 NE 2B S_T_ TW _ _ x X76779 �X C - 40 40T�T t40T �40T 1725T - +!`�5 -TW - - a; 25T Y C 40TI 40 1 Z I NE 20 ST f ;3 o I 257 ' C HIG a 2 I W l° »ol B 76780 c ' Sr . 17 m ' i ';~ '�.0 ... , i Q 2 00 25 OT - �. 65 O 3b WNO J NE 8 n Q: I Q m o A4 I— _ A �' 407 /� 257 X31 IB I r_-, > T .1: 15T C -)(D I X5128 25Tr - 405 •• k - 25T Foo. t o 00I A0 I90 ..... { 3�:' N '30 140TB•U 25TI I 65T1 Hic'/6 407 '•C•' I ---f o 25T _ 4 _ _ 2 T X1479 15 X9508 � X626o WNID Io Wt4oT 25 B �t S y 657 4 �,•'.,•� B 65 I BI �I BIZ �'B ; r - 3B = I� Y .'.0 gl OG ZIB IW Qn; B1' r' k ` IZ ;..:....:30 25TIco23ss OI to 25T�II j�A� = I X3317• =X15 .100- I I--- �t I� v'IC G l 144 - 407 40 C: _ IW Q 1� 7373 X76783 257 Im 4072411' Z I '30 C L -W c Q �, 0 Y;�6597 n : �- 000186; �"� T77561p,,.•A , 3G I� 25T I 407 A 01925: ,.'x11078 = T -421 4 B� U317 tool '\^100T Ipw ^� X76158 • HiC 201 I 0315 T77560f. X3310 co Dc_ 657 h� X7 ' ^9 6sTU317„ ,� �, 3 65T .�� .34• ta]71506.1' X00429 777244 }�' A S I / U- I ,� 2 5T o NE 12 ST Hic B"• ao X15365 X2559 �� S •••: ,3�•: 13 X� _� X7554'::: O Xo,y 1 0315; • • : 40T �o NO �, V 2 CK555 HlG 17161513 B: I�~ w� X569 3 -65TC 77243 405 -$ 16 A•.HIGHLANDS'•' Ci I� } �� rnF_ ssT DR -SUBSTATION X10276 �1 15T 65T7IID- _ _ `5 X4127 NO 30,.•'••.•.rD5 00 3 X1060 4oT FT 407 �cy�c��c. X677 I" Z 65^ 0 CK261 30•...� ss o�'`� `3 X5826 NOa }c�? y C •3`� 80K ^... a� � = I Q ,, I X9832 N C 1X11091 _ _ HIG X1503 ~ 3� IC W00 3 �•:• 007 :407_ ___ _ 407 O __ t3 3� Q A CD cy) CX9624 X9235 �40T C NE 10 Q �' 3b 40T a, ,1 = COT "� A `C " :30 �'°,o a o O 65T _••. { 257 X4080 _ g_ o �� 3b:,1�' PRE x� M l� X9848 S X0584 PCR • X5825 B 100 .'-NE 9 PL, t' `iAlA�i3 ;o 03283 12 A 1 � wN0l , A �. A : I � � 657 x � I X9850 •'g 657 ...... _N_E 9 STT 5T c-��4oTj I �o :� �o : 10755 = I 657 S 3�'' • B" X9_673 �! - � A =� 257 coX _F a %.I 03286 OOT X58 �4 405 407 6�- �� Y ST —It -I -4 X0812 ? I Y U I M 1 1007 i I �Tlb �5 g 125-- 9 Sr 15Tt B U 100T. t 25iT %1 c If , 1- 10 T -*P �'i� '" A I 00,0 �r X678 tX9973 65 OX 30'. 40T lA IA X0676 X �� 30 _ �o �`, X5435 I A- N N6 p HIGHLANDS NK ''g ST R 657 I ELEM B'd p `n o IAO C - 257 100T X1930 0 OVERHEAD CIRCUIT: MAP # 2305E040. SCALE 6" = 1 MILE CAVATION AND HARD RESTORATION DETAIL NOT TO SCALE #1 1 #2 FOREMAN (CHECK BOX WHEN COMPLETED) ❑ 12"MIN PSE Equipment LOCKED/SECURED & Work Alrea 12" MIN f 12" MIN ❑ ❑ Grid, Cable, and Switch numbers INSTA EXISTING ❑ PAVEMENT / SIDEWALK Field Changes RED -LINED ori As -built. Approximate New 10/30 pd. Cable Footage El F1Material VERIFIED and CHANGES note on Paperwork. ❑ ❑ Total PRIMARY Cable noted Un As -built. a 3 ❑ ❑ Company ID#'s RECORDED in correct to ation on As -built. ❑ ❑ Indicate correct FUSE SIZE on As -built & ASPHALT PATCH, 2" MIN ❑ ❑ Correct QC Checklist(s) reviewed. ENGR - GAS ❑ ❑ /r;/rj f //�/ reason. MATCH EXISTING ❑ I certify that the work performt;d meets P E's standards and procedures 253-234-6124 12/13/17 and that all quality requirements are met. � .. #1 Foreman's Signature OP MAP N/A #1 Print Name VERTICAL SAW FOREMAN #1 CUT LINE OH CKT MAP 2305EO40 48" MAX MAP ICIRCUITNO HIG-15 FOREMAN #2 36" MIN (ROW) CRUSHED SURFACING 24'1 MIN (Pvt. Property) MATERIAL COPMACT TO 95% MAX DENSITY. UTILITIES CONTACT 12" Min Sand Shading Primary Cable(S) PHONE# I in Conduit =` ; [ G-15 EDMONDS AVE NE CABLE REMEDIATION PROGRAM 0 EDMONDS AVE NE, RENTON, WA 98056 3" Sand Bedding T T INCIDENT N/A Ga N Order SCALE AS NOTED CAVATION AND HARD RESTORATION DETAIL NOT TO SCALE #1 1 #2 FOREMAN (CHECK BOX WHEN COMPLETED) ❑ ❑ PSE Equipment LOCKED/SECURED & Work Alrea left in CLEAN/SAFE Condition. ❑ ❑ Grid, Cable, and Switch numbers INSTA LED & VERIFIED. ❑ ❑ Field Changes RED -LINED ori As -built. Approximate New 10/30 pd. Cable Footage El F1Material VERIFIED and CHANGES note on Paperwork. ❑ ❑ Total PRIMARY Cable noted Un As -built. a 3 ❑ ❑ Company ID#'s RECORDED in correct to ation on As -built. ❑ ❑ Indicate correct FUSE SIZE on As -built & VERIFY proper PHASE. ❑ ❑ Correct QC Checklist(s) reviewed. ENGR - GAS ❑ ❑ Deviations noted on the As -built and their reason. ❑ ❑ I certify that the work performt;d meets P E's standards and procedures 253-234-6124 12/13/17 and that all quality requirements are met. � .. #1 Foreman's Signature OP MAP N/A #1 Print Name Date #2 Foreman's Signature #2 Print Name Date PROJECT PHASE NOTIF# ORDER# SUPERIOR FAILED SILICONE REMOVAL O&M MAINTENENCE EXPENSE 11305080 101107908 475' N/A 0 108102903 5 Approximate New 10/30 pd. Cable Footage 3657245' Approximate 2"/4" Poly Conduit Footage: 2757200' N/A N/A VICINITY MAP JOB SITE 0 CABLE REPLACEMENT BORE Trench Method: Approximate Trench Footage: 475' Abandon Cable Segments: 0 Replaced Cable Segments: 5 Approximate New 10/30 pd. Cable Footage 3657245' Approximate 2"/4" Poly Conduit Footage: 2757200' VICINITY MAP JOB SITE 0 CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES "Locates Required" Yes "Outages Required" Y2S "Flagging Required" Yes No No No REAL ESTATE/EASEMENT REQ- PERMIT CITY OF RENTON 3 N/A N/A N/A FUNCTION CONTACT NE t !th PI DATE 2 N/A N/A N/A 1 t)0 Edrne furs PROJECT MGR ue Northeast a 3 12/13/17 1 N/A N/A N/A D ENGR - POWER C. TOBIN e 12/13/17' REV# I DATE NElmhst ENGR - GAS bit 5� N/A N£ 3 Emer Sect Gas Wk Ctr N/A N/A POWER WK CTR QSEPRE DRAWN BY Contact Information PSE Planner 355 110th AVE NE Bellevue WA 98004 Colleen Feasel (425) 456-2295 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 Vaults: 0 CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES "Locates Required" Yes "Outages Required" Y2S "Flagging Required" Yes No No No REAL ESTATE/EASEMENT REQ- PERMIT 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 12/13/17 1 N/A N/A N/A ENGR - POWER C. TOBIN 253-548-4516 12/13/17' REV# I DATE BY IDESCRIPTION ENGR - GAS N/A N/A N/A COUNTY KING Emer Sect Gas Wk Ctr N/A N/A POWER WK CTR QSEPRE DRAWN BY A. HIRSI 253-234-6124 12/13/17 CHECKED BY � .. 1/4 SEC SW -4-23-5 OP MAP N/A PLAT MAP N/A APPROVED BY FOREMAN #1 U -MAP NO (POWER) 2305EO20 OH CKT MAP 2305EO40 UG CK 2305E020 MAP ICIRCUITNO HIG-15 FOREMAN #2 IMAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUG ET H SOUND ENERGY 1 DESIGNED BY Potelco, Inc. G-15 EDMONDS AVE NE CABLE REMEDIATION PROGRAM 0 EDMONDS AVE NE, RENTON, WA 98056 INCIDENT N/A Ga N Order SCALE AS NOTED MAOP N/A Elect Order 101107908 PAGE 1/3 L13 z Q 0 z 0 0 i c� z 00 0 rn r\ 0 0 0 0 U i W z Q 0 z 0 0 w Ln I 00 0 0 0 z 0 w Z Y i z 0 U z 0 U 0 w z z CL co m 0 00 0 N z 0 w W w J m U Q i c Q) SITE PLAN SCALE: 1:50 c O a U E D N O 0 N 06N U a� O I 40T 318760 X1107166624 P01 SM .......... ............. . BORE - 80' BP -1 NE 16TH ST (PAVED) / EXISTING UNDERGROUND MAP: # 2305E020. SCALE: 1:100 VAULT & EQUIPMENT TABLE CONSTRUCTION NOTES P01 -CUT OFF & CAP OLD CABLES AT TOP OF RISER -ATTACH OLD CABLE # TO CABLE STUB -REMOVE OLD C/O & TERM -INST 10 LB C/O TERM FAOT STD 6043.1000 (TSU3CIF) -INST 1-4" RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS4CSS) -INST SW# X1107 CONSTRUCTION NOTES P02 -CUT OFF & CAP OLD CABLES AT TOP OF RISER -ATTACH OLD CABLE # TO CABLE STUB -REMOVE OLD C/O & TERM -INST 10 LB C/O TERM F: 15T STD 6043.1000 (UTSUICI) -INST 1-2" RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS2CSS) -INST SW# T79722 CONSTRUCTION NOTES P03 -CUT OFF & CAP OLD CABLES AT TOP OF RISER -ATTACH OLD CABLE # TO CABLE STUB -REMOVE OLD C/O & TERM -INST 10 LB C/0 TERM F:10T STD 6043.1000 (UTSUICI) Standoff Bracket—, 15" Min Length �\\rf l Conduit Clamp 5" Min Climbing Space onduit '/Field Face Road Face -INST 1-2" RISER ON STAND-OFF BRKTS STD 6042.1000 (RIS2CSS) Quadrant Quadrant -INST SW# T79721 ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP PRIMARY EXISTING CABLE MFG. NAME SITE GRID VAULT SIZE 8 TYPE 8, SIZE BUSHINGS TRANSFORMER ID NUMBERS REMARKS P01 NUMBER COVER EQUIPMENT IN VAULT (COMPANY ID) CONTACT YES 16015 LB DC P01 J01 224 318762 EXISTING -BOX BEJO.rV GRADE YES REPLACE ELBOWS & CONDUCTORS J01 JUNCTION Box NiVi 3-4 POS. J -Bus 3 - WIRE CREW TO INSTALL GRID NUMBERS 166604 YES 16060 EXISTING J02 161 BY DESCRIPTION 318799 EXISTING J -BOX BELOW GwaDE j 16017 REPLACE ELBOWS & CONDUCTORS J02 W13-4 POS. J -BUS ? 1 JUNCTION BOX - WIRE CREW TO INSTALL GRID NUMBERS 166606 TOTAL CIRCUIT FEET { 446' 253-234-6124 EXISTING CHECKED BY I;r� Z!/ /4 SEC SW -4-23-5 318819 EXISTING J BOX BELOW GRADE PLAT MAP N/A REPLACE ELBOWS & CONDUCTORS J03 JUNCTION Box ` i" 3-4 POS. J -BUS 1 - WIRE CREW TO INSTALL GRID NUMBERS 166605 J -MAP NO (POWER) 2305EO20 OH CKT MAP 2305E040 EXISTING MAP E020 CIRCUIT NO HIG-15 TOTALS: 5 - ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE FROM TO (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE CABLE REPLACED? 16014 10508835 P01 J01 224 FUNCTION CONTACT YES 16015 10508846 P01 J01 224 PROJECT MGR YES 16016 10508858 P01 J01 224 N/A YES 16060 14171243 P02 J02 161 BY DESCRIPTION YES 16017 10508868 P03 J03 61 Emer Sect Gas Wk Ctr N/A N/A POWER WK CTR QSEPRE YES TOTAL CIRCUIT FEET { 446' 253-234-6124 Climbing Space Direction of Vehicular Traffic TOF' VIEW CONDUIT RISER REPLACEMENT DETAIL P01, P02, P03 NOT TO SCALE Crew to provide all proerty owner's that are impacted by project prior notice and make an effort to work with property owner's to mai tain their access to their property, as well as, reduce the impact of our work on their use of their property." CIVIL CREW FOREMAN NOTE: I W Maintain on site, in good condition, a complete file of all work drawings. These u drawings shall be available at all times to a Puget Sound Energy representative. Corrections and changes made uring the job shall be recorded continuously on these drawings. Mark all underground utilities encountered during construction 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. REAL ESTATE/EASEMENT iPERMIT 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 12/13/17 1 N/A N/A N/A ENGR - POWER C. TOBIN 253-548-4516 12/13/17 REV# DATE BY DESCRIPTION ENGR - GAS N/A N/A N/A ;OUNTY KING Emer Sect Gas Wk Ctr N/A N/A POWER WK CTR QSEPRE DRAWN BY A. HIRSI 253-234-6124 12/13/17 CHECKED BY I;r� Z!/ /4 SEC SW -4-23-5 OP MAP N/A PLAT MAP N/A APPROVED BY euy FOREMAN #1 J -MAP NO (POWER) 2305EO20 OH CKT MAP 2305E040 UG CK 230 MAP E020 CIRCUIT NO HIG-15 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# PUGET SOUNDElect ENERGY DESIGNED BY Potelco, Inc. H 17 G-15 EDMONDS AVE NE CABLE REMEDIATION PROGRAM 0 EDMONDS AVE NE, RENTON, WA 98056 INCIDENT N/A Ga N Order SCALE AS NOTED MAOP N/A Order 101107908 PAGE 2/3 i I 42481- AO 42482 - BO 42483 - CO EXISTING TO REMAIN 0 > a n_ w z NE 18TH ST (PAVED) I I > _ Q AAV760 - BO U) 0 -�- 85.8 lbs - 82.2 lbs - ► EXISTING 0 TO REMAIN Q 10T I w T79721 P03 90° 1-2" - L (Irj( EHM198 - AO ADF503 - AO EXISTING TO REMAIN 42497 - CO I 42477 - AO EXISTING 42478 - BO TO REMAIN 42479 - CO EXISTING TO REMAIN I I i J02 J -+- 133.1 lbs - 122.6 lbs 90° P02 15T 90° T79722 1-2" - L , EHM197 - AO 0 Q 42474 - AO w 42475 - BO z 42476 - CO > EXISTING TO REMAIN o z 0 I W NE 16TH ST. PAVED J01 W.N.O 393.3 lbs - 342.7 lbs - - J 45° 45° P01 X1107 0 0 PRIMARY CABLE & CONDUIT DIAGRAM NOT TO SCALE O N ro N U O Will maintain 36" Min. depth while directional drilling Final Grade 24" Typical (6" Min) TYPICAL BORE COVER PLAN VIEW 24" Typical (6" Min) Bore Pits will be excavated - using Vac Truck method. Final Grade 7 36" Mine Backfill w/ Cover crushed rock 5/8 minus Backfill shall not damage the conduit. O Electric Service Cable in Conduit 4" POLY BORE PIT DETAIL BORE PIT NOT TO SCALE 0) 0 (1) POT HOLE *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. 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'i STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)' PRIMARY CABLE & CONDUIT TABLE ESTIMATED QUANTITIES OF GRADING AND TESC WORK ITEM DESCRIPTION APPROX QUANTITY CLEAR AND GRADE 1) NON -USABLE CUT 25.0 CY 2) REQUIRED GRAVEL FILL 25.0 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. NUM BP -1 13P-2 13P-3 B P-4 BP -5 BP -6 BP -7 BP -8 13P-9 BP -10 BP -11 TOTAL: 25.0 25.0 I i E LOCATION VOLUME OF DISTURBANCE TABLE FROM TO DESIGN SIZE QTY LENGTH (in) (ft) ACTUAL TYPE BENDS SIZE (ft) REM YD (APPX) GRAVEL FILL YD (APPX) DESIGN I LENGTHILENGTH (ft) REMARKS PLEASE RECORD FOREMAN - COMPLETE 2 X 8 1.8 1.8 PAVED 4 1 200 X- 2 - - 2 X 14 3.1 3.1 PAVED EHM194 EHM195 EHM196 2 X 14 3.1 3.1 PAVED 122.6 133.1 2 X 8 1.8 1.8 PAVED P03 J03 2 X 8 1.2 1.2 PAVED 1/0 AL JKT 160 2 X 14 3.1 3.1 PAVED TOTAL 30 245' 2 X 14 3.1 3.1 PAVED TOTAL 10 365' 2 X 8 1.8 1.8 PAVED 2 X 8 1.8 1.8 PAVED 2 X 14 3.1 3.1 PAVED 2 X 8 1.2 1.2 PAVED TOTAL: 25.0 25.0 I i E LOCATION CONDUIT PRIMARY CABLE REMARKS FROM TO DESIGN SIZE QTY LENGTH (in) (ft) ACTUAL TYPE BENDS PULL (lbs) PULL REV (lbs) CABLE SIZE DESIGN I LENGTHILENGTH (ft) ACTUAL CABLE NUMBERS O A B C PLEASE RECORD FOREMAN - COMPLETE LENGTH (ft) DB120 , POLY ISCH 80 90 4 45 22 1 11 MANUFACTURER COMPOUND YEAR P01 J01 4 1 200 X- 2 - - 342.7 393.3 1/OALJKT 245 EHM194 EHM195 EHM196 P02 J02 2 1 160 X } 2 - - j - 122.6 133.1 1/0 AL JKT 205 EHM197 - - P03 J03 1 2 1 115 1 X 1 -- - 82.2 1 85.8 1/0 AL JKT 160 EHM198 - - TOTAL 4" 200' - 2 - - TOTAL 30 245' TOTAL 2" 275' 3 - - - TOTAL 10 365' QTS OF GLUE ! 1.0 ; GALS OF LUBE 2.1 CIVIL CREW NOTE: ALL 2" - 900 BENDS MIN 48" RADIUS SCH-80 PVC ALL 2" - 450 BENDS SCH-80 PVC ALL 4" - 900 BENDS MIN 60" RADIUS SCH-80 PVC ALL 4" - 450 BENDS SCH-80 PVC - ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL CABLE IS INTALLED 3 N/A N/A N/A 2 N/A N/A N/A 1 N/A N/A N/A REV# DATE BY DESCRIPTION COUNTY Emer Sect Gas Wk Ctr KING N/A N/A 1/4 SEC OP MAP SW -4-23-5 N/A U -MAP NO (POWER) OH CKT MAP UG CK 2305EO20 2305EO40 230 UTILITIES CONTACT PHONE# n� i�� P HIG-15 SOUNDElect ENERGY 1700 DESIGNED BY Potelco, Inc. REAL ESTATE/EASEMENT REQ- PERMIT I CITY OF RENTON FUNCTION CONTACT PHONE NO DATE PROJECT MGR C. YLENNI 253-720-9700 12/13/17 ENGR - POWER C. TOBIN 253-548-4516 12/13/17 ENGR - GAS N/A N/A N/A POWER WK CTR QSEPRE DRAWN BY A. HIRSI 253-234-6124 12/13/17 CHECKED BY PLAT MAP N/A APPROVED BY (� r2 Y�rrej FOREMAN #1 MAP EO20 CIRCUIT NO HIG-15 FOREMAN #2 IMAPPING JOINT FACILITIES ARRANGEMENTS INCIDENT MAOP EDMONDS AVE NE N/A N/A Order CABLE REMEDIATION PROGRAM Ga N Order 101107908 EDMONDS AVE NE, RENTON, WA 98056 SCALE PAGE AS NOTED 1 3/3 i W Z LLJ Q C) z O Ld Ln I 00 O O O Q U W Z Ld Q C) z 0 W LO O O O / z C) W C' z_ z C) U z 0 U O C) z z CL I V1 C) 7 00 O N Z 0 Q W ZEW W J m U Q Q S_ Q) N z W a c D c OF E a N O O I O N N U N i 6042499 NE 2 TH ST 318870-166389 37.6kVA 1201240v ¢ 318852-166605 x 60kVA 1201240v //AAApy///may U w LJ 1 Z LU d!J Z w >Q ¢ BOUNK Z Z o w J AOACRO78 CRP96 ',.. BOAAS737 BOAAY759 NE 19THb h2482' 0042483 o NE 19TH ST 318841-1666C`o 26kVA 1201240v 0 318835-166391 z 37.6kVA 120I240v BOAAV760 LU ¢ 0 0 w 10T 318823 UNK 166600 P03 NE 18TH S NE 18TH ST AO 16017 318819-166601 38 352 D 318813-166x41 4- ,-'T`i ST A 60kVA 1201240v € Z O - -42477 Z B042473I m C042479 L Z m j Ne 77TH PL r-. —_ nDIF Ufffi0iYf1 � ... 503 CO4249'1 318747-166586 AOAAY353 tz CRP98 318780-166572 zo o 412 318790-166545 31879 8 157 C042469— A042474 f ` P02 166620 UNK 6042451 : p 2027 C0424.6 Ti V 2C25 o D z > i. w Z _ m ,S;- r w o Q li I 2Q2^ 2017 o - 2 03 260 1 37.6kVA 120'240v'r� 2001 i I 2,00-_ IAOEHJ860 w G ',BOEHJ851 '.. z J j%COEHJ852 i O 318760; 4/07 NE 16H sA04247z' C042473 . A016 � 1 6662 X1107 U NO Lc'.\ w - ' 31876L '.66593 318762-166604 00321 COAEP474j ! AOAGO222 •' l BOAGO229 AOAASO45 76kVA 120i240v 318761-166604 COAGC23D BOAASO46 COAASO47 NE 20 TH _ i" (n I JII D 318754-166670 - - 600kVA 2771480v I 2o0f A042480L 3 p3.,4-16666': :25RVA 2006 COAGH983 14TH ST f 120'240v :. K� ' T +2 TN 2524 X9532 - 31088 66�"2 .3 o� 37.RVA1201240'r r..•,,, : ;, c ..<, _ -.::- ,'JT 2524 2'004 - ,3:"1 f„ _ yrs„ a _ - —0188 o 1S - _ -_--- 37.5x11- NSE 20TH ST 2640 2,, _ — 3tss6 24, P33 9G ?; t 2609 2 saw 4 1 09 _ 2'Ot r 26,1 - _ 13J2 ,RP96 — 240E r' • ; 337 ,, 2600 1829 � 251 n. 40 f - 9,, . �:_ �. ul N- 2411 ;883b .c ai3 _ � NE NTH ST -._..1815 i :2(240d � :76780 asp 0 2:33 ^ 2515 01 VA 1 40+ 50k 202 1,800 2516 2524 2608 31381e c_5.".,7712 . 779721 ,ua3 2 2508 HST 1 8Ui 1800 '. .; 1721 )7f9 v � - 1718 r s 3 NE 187' ST: - - -- L — z _ -- ` 3 36 6156629 1 --- - ' ' T v UNK. 15k`JA i2 .. �tfu J . r 24 - ., .. - (, 0,0215 4) 2525 25 -- _ 2517 1714 2609 2617 2509 6�6 318801-166614 1707'., -011 e 16L'2 i 20Ij 1708 z 17i0 1701 2405 1, r 87 - ze. HWA 12' > s3% ?Oi..40,r 4u _ „irlLl _ i \_ u :' ti$r ' - n9722 633 ,3 _ &2; . 3'r , �vu � 1 72- 66653 ?410 15,,VA 120+2401 6r _ 1` -- 5 _ :.. _ ..; 318+_v 1.6c624 NE IETH ST . '. 401 P01 X1107 i .2 n - c1 67264)_ _-`:is75s�666za r;318 sookvAz , 110/ i 6042499 NE 2 TH ST 318870-166389 37.6kVA 1201240v ¢ 318852-166605 x 60kVA 1201240v //AAApy///may U w LJ 1 Z LU d!J Z w >Q ¢ BOUNK Z Z o w J AOACRO78 CRP96 ',.. BOAAS737 BOAAY759 NE 19THb h2482' 0042483 o NE 19TH ST 318841-1666C`o 26kVA 1201240v 0 318835-166391 z 37.6kVA 120I240v BOAAV760 LU ¢ 0 0 w 10T 318823 UNK 166600 P03 NE 18TH S NE 18TH ST AO 16017 318819-166601 38 352 D 318813-166x41 4- ,-'T`i ST A 60kVA 1201240v € Z O - -42477 Z B042473I m C042479 L Z m j Ne 77TH PL r-. —_ nDIF Ufffi0iYf1 � ... 503 CO4249'1 6054799 I NE 16TH ST EOAAK857 .:194 15Ct5 Ov r�Cb`3�71i'?1 142"0' 422 - .,.'6 V — C 2 ¢ 41 t'✓ !^fie ..i 114 3 , `u .,k,. FOREMAN MAP: U MAP #2305E020 / UG MAP # 2305E020. SCALE: 1" = 100' 318733 H� 25kVA 1201240v 318747-166586 AOAAY353 tz CRP98 318780-166572 zo o 37.6kVA 1201240v 318790-166545 31879 8 157 C042469— A042474 f ` P02 166620 UNK 6042451 i C0424.6 Ti V l D z > i. w Z 004241 m w o Q li I :z„ o - Q 0 6054799 I NE 16TH ST EOAAK857 .:194 15Ct5 Ov r�Cb`3�71i'?1 142"0' 422 - .,.'6 V — C 2 ¢ 41 t'✓ !^fie ..i 114 3 , `u .,k,. FOREMAN MAP: U MAP #2305E020 / UG MAP # 2305E020. SCALE: 1" = 100' 318733 H� 25kVA 1201240v 318747-166586 tz COUNK. J J. �� iA015060 zo o 31879&166c"6 37.6kVA 120!24v 31879 8 157 C042469— A042474 f ` P02 166620 UNK 6042451 i C0424.6 Ti V l ti z > i. 004241 co iI o li I - j B025393 37.6kVA 120'240v'r� �' 318768-166594 i I IAOEHJ860 w G ',BOEHJ851 '.. J j%COEHJ852 i O 318760; 4/07 NE 16H sA04247z' C042473 . A016 � 1 6662 X1107 NO Lc'.\ w - ' 31876L '.66593 318762-166604 00321 COAEP474j ! AOAGO222 •' l BOAGO229 AOAASO45 76kVA 120i240v 318761-166604 COAGC23D BOAASO46 COAASO47 26kVA 1201240v I JII D 318754-166670 600kVA 2771480v I A042480L AOACH981 COAGH983 14TH ST 318747-166586 0 76kVA 120;240v 6042463'',. w z C042469— i z o �I iI o li I - 37.6kVA 120'240v'r� Z w G O CRP16 p BOEGC236 w ' i!I 3187'7 166586 •' 76kVA 120i240v i I JII 14TH ST f