M3_Development Plans Civil Plans

D D D D D D D D D DD LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 X1H0 X0 H1 X2 X3 Y2Y1 Y3 H2 H3 5 3 1 6 4 2 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 X1H0 X0 H1 X2 X3 Y2Y1 Y3 H2 H3 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 H1 H2 H3 X1H0 X0 X2 X3 Y2Y1 Y3 5 3 1 6 4 2 TT CAP BANK A CAP BANK B 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 H 3 H 2 H 1 H 0 300 0 A M P W G ND S W 300 0 A M P W GND S W C L r e ac t o r C L r eac t o r C L c o r e a nd fr a m e 6 5 3 4 2 1 60 ° 60 ° 60 ° 6 0 ° 60 ° 60 ° 60 ° 60 ° 6 0 ° S C 13" 01 02 03 C C C C C C C C C C C C C C C C C C C C C C MANHOLES HAVE A 10'X10' APRON AT GRADE.4. FROM NEW MH B. 6 CIRCUITS BE CAPPED AND MODIFIED TO COME ROUTING FOR THIS PROJECT. MH #167W TO MH #46N PSE&G DIVISION ASSISTED AND APPROVED CIRCUIT3. BEFORE INSTALLATION OF 26KV RIGID BUS. 4KV ELECTRICAL EQUIPMENT TO BE REMOVED2. FOUNDATION DRAWING (DWG.#331315-A). BEEN UPDATED TO ACCURATELY REFLECT THE CIVIL TRANSFORMER 2TRH, 3TRH & 4TRH LOCATIONS HAVE1. JONATHAN M. COPA N.J. PROFESSIONAL ENGINEER LIC. NO. 24GE06008400 C.O.A. NO. 24GA28066400 �A �B �C 1 B C D E F G B C D E F G A 2 3 4 5 6 7 8 A 2 3 4 5 6 7 8 9 9 H 1 11 H 11 10 10 REVISION CHECKED SCALE DATE EXAMINED APPROVED DRAWN PUBLIC SERVICE ELECTRIC AND GAS COMPANY ELECTRIC DELIVERY COMPANY-ASSET RELIABILITY, NEWARK N.J. WEST ORANGE SWITCHING STATION KEY PLAN ARRANGEMENT 789277 0Per J. HARVATH A. LITERSKI 07/19/2022 A WBS THIS DRAWING SUPERSEDES NONE DRAWING NO THIS DRAWING FOR LIST OF REFERENCE DRAWINGS SEE 230/26/4KV OUTDOOR SUBSTION ELECTRICAL C.82321.1.B.1.1.2.2 1"=30'-0" E F C D REV DATE DESCRIPTION RE-ISSUED FOR LONG LEAD PERMITTING ISSUED FOR LONG LEAD PERMITTING RE-ISSUED FOR LONG LEAD PERMITTING RE-ISSUED FOR LONG LEAD PERMITTING KANSAS CITY, MO 64114 9400 WARD PARKWAY ENGINEERING COMPANY, INC. BURNS & MCDONNELL 02-29-24 04-22-24 10-04-23 11-03-23 0PerREVISION NUMBER . CHANGES AS INDICATED BY THE FOLLOWING SEAL ASSUMES RESPONSIBILITY FOR THE THE REGISTRANT OF THE NEWLY APPLIED DATE DESCRIPTIONNO DWN CKD EXD APD / / / / / / / / / / / / MH D 167-W MH K �A �B �C �A �B �C �A �B �C �A �B �C MH A R.35' R.35' NOTE 4 NOTE 2 23'-0" 49'-3" 16'-0" C C C C 59'-3"24'-9" 4'-6" 7'-1" 24 . 07 ° REFERENCE DRAWINGS: 11'-1" 29'-0" 6'-3" 2'-9" DWG.#804365-ALIGHTING

K �A �B �C �A �B �C �A �B �C �A �B �C MH A R.35' R.35' NOTE 4 NOTE 2 23'-0" 49'-3" 16'-0" C C C C 59'-3"24'-9" 4'-6" 7'-1" 24 . 07 ° REFERENCE DRAWINGS: 11'-1" 29'-0" 6'-3" 2'-9" DWG.#804365-ALIGHTING DETAILS4. DWG.#804348-ALIGHTING PLAN3. DWG.#804333-ABUS PLAN SH. 22. DWG.#804332-ABUS PLAN SH. 11. 2'-3" 11'-3" 2'-6" MOUNT PLEASANT AVE AVE PROSPECT CONSTRUCTION NOTES (REV0): WITH CLOUDS CHANGES TO EXISTING STATION ARE DESIGNATED1. NOTES: 10'-1" SUB 26/4KV 153-W 155-W 159-W 157-W 75-W 165-W 51-W 150-S 48-S 46-N 161-W A A C C BB DWG.#2 REF. DWG.#1 REF. DWG.#1 REF. RESISTOR GROUND 26KV NEUTRAL SWITCHES NEUTRAL GND SW. SPEED HIGH C 70' L.M. 5'-5" 6'-11" 26KV CONTROL HOUSE TRANSFORMER REPAIR &23'-2" 70' L.M. C C 29'-3"24'-9"46'-0"18'-6" C 51'-9" 59'-3" 12'-0" 19'-6" 9'-3" 5'-6" 23'-0" 11'-6" 16'-0" 44'-0" 64'-0" 10'-6" 10'-0" 15'-6" 27'-6" 40'-9" 13'-6" 18'-3" 4'-3" 24'-0" 27'-3" 44'-6" 4'-0" 36'-9" 5'-6" 32'-9" 21'-0" 9'-0" 42'-6" C 31'-3" CALLED NORTH T RU E N O R T H 70' L.M. SWITCHGEAR 26KV & BKR SLPCB-1 & 70' L.M. BKR 2TRH70 XFMR 2TRH 260/26KV REACTORS 26KV SWITCHGEAR 26KV XFMR 3TRH 230/26KV 26KV REACTORS BKR 2TRH70 & 70' L.M. XFMR 2TRH 230/26KV XFMR 4TRH 230/26KV 70' L.M. 3TRH & BKR 3TRH70 230/26KV XFMR & BKR SLPCB-2 REACTORS 26KV REACTORS 26KV 4TRH70 26KV BKR 70' L.M. XFMR 4TRH 230/26KV 70' L.M. 70' L.M. 70' L.M. 70' L.M. BANK 26KV CAPACITOR & 70' L.M. 26KV BUS 70' L.M. 26KV BUS S (2+00) BASELINE E/W 0+00 E (1+00) E (2+00) BASELINE N/S 0+00 N (1+00) N (2+00) N (3+00) S (1+00) LEGEND: BOLLARD LIGHTNING MAST (L.M.) BASELINE TREELINE CHAINLINK FENCE PROPERTY LINE AMERISTAR FENCE ISOLATION PANEL BIORETENTION BASIN STORMWATER TRENCH AMERISTAR FENCE W/ INSULATED FOOTING CHAINLINK FENCE W/ INSULATED FOOTING CABLE TRENCH & BKR 4TRH70 230/26KV REACTORS 70' L.M. CAR CANOPY CARD READER 26KV BUS 26KV BUS & 70' L.M. REACTORS, BKR 3TRH70,

SEE REF DWG.#1 SECTION A-A CURB CONTAINMENT OIL SUPPORT BUS 26KV C C SUPPORT BUS 26KV �3 �2 �1 C SUPPORT BUS 26KV STRUCTURE TERMINATION NEUTRAL 26KV C 6" AAC KCMIL 2-1590 C 70-40 SWITCH DISCONNECT 26KV C BREAKER 3TRH70 26KV C 70-30 SWITCH DISCONNECT 26KV XO �3 �2 �1 2'-2" 19'-10" 4'-0" C SUPPORT BUS 26KV SCH. 80 4" IPS SCH. 80 4" IPS 15'-10" 19'-10" 2'-2" 1'-6" 1� 603.0' T.O.C. D C L S E O pascor Atlantic 254 INDUSTRY DRIVE BLAND, VA., U.S.A. 276-688-3328 DATE OF MFG. pascor Atlantic 254 INDUSTRY DRIVE BLAND, VA., U.S.A. 276-688-3328 DATE OF MFG. pascor TRENCH CABLE TO U/G 3'-0" 603.0' T.O.C. �3 �2 �1 4'-0" 3'-0"3'-0" �3 �2 �1 3'-0"3'-0"6" 6" C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C REACTOR 26KV TRIM & LOCK DOOR 4' X 7' INSULATED 118" SCH. 80 4" IPS C MAST LIGHTNING 70'-9" C MAST LIGHTNING 70'-0" Atlantic 254 INDUSTRY DRIVE BLAND, VA., U.S.A. 276-688-3328 DATE OF MFG. pascor 1� 21'-10" 602.5' T.O.C. 602.5' T.O.C. SEE GRID B-2, THIS DWG. FOR CONTINUATION MATCHLINE C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV SCH. 80 4" IPS �3�2�1 3'-0"3'-0" 1� C PANEL FENCE AMERISTAR C SUPPORT BUS 26KV 602.5' T.O.C. 615.0' ELEVATION 2'-0" SEE GRID D-8, THIS DWG. FOR CONTINUATION MATCHLINE 4'-3"25'-9"25'-9"7'-0"14'-9"10'-3"14'-9" 2'-6" C SWITCH DISCONNECT 26KV 18'-3"15'-0"13'-0"9'-6"19'-5"6'-0"6'-0"14'-10" 24'-0" 28'-0" TYP. AAC KCMIL 2-15900 4'-0" SEE REF DWG.#1 SECTION B-B SEE REF DWG.#1 SECTION B-B HIGH BUS LOW BUS LOW BUS HIGH BUS 1� PER PHASE KCMIL AAC 2-1590 602.5' ELEVATION C PATH DRIVE 16' 39'-6" 12'-2" 12'-9" 12'-0" 11'-0" 7'-1" F.S. 7'-6" 6'-0" 101'-6"16'-0"11'-0"11'-0" C PATH DRIVE 16' HIGH BUS LOW BUS LOW BUS LOW BUS HIGH BUS 70'-9" 45'-0" 45'-0" LIGHTNING ROD LIGHTNING ROD 1 B C D E F G B C D E F G A 2 3 4 5 6 7 8 A 2 3 4 5 6 7 8 9 9 H 1 11 H 11 DATE DESCRIPTIONNO DWN CKD EXD APD 10 10 REVISION CHECKED SCALE DATE EXAMINED APPROVED DRAWN PUBLIC SERVICE ELECTRIC AND GAS COMPANY ELECTRIC DELIVERY COMPANY-ASSET RELIABILITY, NEWARK N.J. WEST ORANGE SWITCHING STATION SECTIONS ARRANGEMENT 804332 0Per T. CLARK M. KLEIN 10/04/2023 SH 1 A WBS THIS DRAWING SUPERSEDES NONE DRAWING NO THIS DWG. FOR LIST OF REFERENCE DRAWINGS SEE 26KV OUTDOOR SUBSTATION ELECTRICAL C.82321.1.B.1.1.2.2 ⅛"=1'-0" A B C REV DATE DESCRIPTION RE-ISSUED FOR LONG LEAD PERMITTING RE-ISSUED FOR LONG LEAD

NG NO THIS DWG. FOR LIST OF REFERENCE DRAWINGS SEE 26KV OUTDOOR SUBSTATION ELECTRICAL C.82321.1.B.1.1.2.2 ⅛"=1'-0" A B C REV DATE DESCRIPTION RE-ISSUED FOR LONG LEAD PERMITTING RE-ISSUED FOR LONG LEAD PERMITTING ISSUED FOR LONG LEAD PERMITTING KANSAS CITY, MO 64114 9400 WARD PARKWAY ENGINEERING COMPANY, INC. BURNS & MCDONNELL 10-04-23 02-29-24 04-22-24 - - 0PerREVISION NUMBER . CHANGES AS INDICATED BY THE FOLLOWING SEAL ASSUMES RESPONSIBILITY FOR THE THE REGISTRANT OF THE NEWLY APPLIED / / / / / / / / / / / / C.O.A. NO. 24GA28066400 LIC. NO. 24GE06008400 N.J. PROFESSIONAL ENGINEER JONATHAN M. COPA DWG.#804348-A26KV LIGHTING PLAN3. DWG.#804333-A26KV SECTIONS SH 22. DWG.#789277-A230/26/4KV ULTIMATE KEY PLAN1. REFERENCE DRAWINGS: C SUPPORT BUS 26KV 9" 9" 9" FEV 245-V SOUTHWIRE FEV 245-V SOUTHWIRE FEV 245-V SOUTHWIRE LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 X1 X0X2X3 Y2Y3 H1H3 TRANSFORMER 2TRH 230KV TERMINATOR SUPPORT & SURGE ARRESTER 230KV TERMINATION BUS SUPPORT BUS SUPPORT SUPPORT & SURGE ARRESTER 230KV TERMINATION 230KV TERMINATOR CURB CONTAINMENT OIL 6'-6"6'-0"6'-0"6'-6" 2'-4 1/2 "2'-4 1/2 " C C CCC C C 29'-6" 10'-0" NOTE 2 CURB MENT CONTAIN- OIL FEV 245-V SOUTHWIRE 2 NOTE 193* 183 182 83* NOTE 2 5'-0" 170 164 165 226168 168 29* 9* 164 173 7* 165 226 164 164 167166172 158 167166 164 226 164 17'-6"11'-0"3'-6" TRANSFORMER 3TRH BUS SUPPORT 230KV TERMINATOR SUPPORT & SURGE ARRESTER 230KV TERMINATION CCCC LOCKE CAT# PXO650 2 NOTE CU BTN 1000MCM LOCKE CAT# PXO650 3'-0" 3'-0"3'-0" C MAST LIGHTNING CONSTRUCTION NOTES (REV0): WITH CLOUDS CHANGES TO EXISTING STATION ARE DESIGNATED1. BUSHING XFMR TO 26KV

C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV �3�2�1 �3 SCH. 80 4" IPS C PANEL FENCE AMERISTAR SEE GRID C-1, THIS DWG. FOR CONTINUATION MATCHLINE SEE REF DWG.#1 SECTION C-C 28'-0" 4'-0"24'-0" 603.0' T.O.C. 602.5' T.O.C. 602.5' T.O.C.603.0' ELEVATION 29'-0"22'-0"25'-0"25'-0"26'-3"148'-6" C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV C SUPPORT BUS 26KV �3 �2 �1 3'-0"3'-0" 2'-2"19'-10" 4'-0" 1'-6" �3 �2 �1 3'-0"3'-0" 1'-6" 70'-6" �3 SCH. 80 4" IPS C SUPPORT BUS 26KV C MAST LIGHTNING C MAST LIGHTNING SEE REF DWG.#1 SECTION C-C 604.5' T.O.C. 604.0' T.O.C. 603.5' T.O.C. 603.0' T.O.C. 603.0' T.O.C. 15'-6"7'-0"10'-0"12'-0"12'-0"20'-3"17'-0"26'-0"10'-0"19'-0"28'-9"26'-9"25'-9" SEE GRID G-11, THIS DWG. FOR CONTINUATION MATCHLINE 23'-0" 7'-0" HIGH BUS 2'-6" F.S. 70'-9" 21'-4" 4'-0" 27'-6" 2'-½" 27'-0" 2'-2" HIGH BUS LOW BUS 17'-0" 17'-0" 17'-0" 17'-0" LIGHTNING ROD LIGHTNING ROD LIGHTNING ROD LIGHTNING ROD C PATH DRIVE 16' 1 B C D E F G B C D E F G A 2 3 4 5 6 7 8 A 2 3 4 5 6 7 8 9 9 H 1 11 H 11 DATE DESCRIPTIONNO DWN CKD EXD APD 10 10 REVISION CHECKED SCALE DATE EXAMINED APPROVED DRAWN PUBLIC SERVICE ELECTRIC AND GAS COMPANY ELECTRIC DELIVERY COMPANY-ASSET RELIABILITY, NEWARK N.J. WEST ORANGE SWITCHING STATION SECTIONS ARRANGEMENT 804333 0Per T. CLARK M. KLEIN 10/04/2023 SH 2 A WBS THIS DRAWING SUPERSEDES NONE DRAWING NO THIS DWG. FOR LIST OF REFERENCE DRAWINGS SEE 26KV OUTDOOR SUBSTATION ELECTRICAL C.82321.1.B.1.1.2.2 ⅛"=1'-0" A B C REV DATE DESCRIPTION RE-ISSUED FOR LONG LEAD PERMITTING RE-ISSUED FOR LONG LEAD PERMITTING ISSUED FOR LONG LEAD PERMITTING KANSAS CITY, MO 64114 9400 WARD PARKWAY ENGINEERING COMPANY, INC. BURNS & MCDONNELL 10-04-23 01-31-24 04-22-24 - - 0PerREVISION NUMBER . CHANGES AS INDICATED BY THE FOLLOWING SEAL ASSUMES RESPONSIBILITY FOR THE THE REGISTRANT OF THE NEWLY APPLIED / / / / / / / / / / / / C.O.A. NO. 24GA28066400 LIC. NO. 24GE06008400 N.J. PROFESSIONAL ENGINEER JONATHAN M. COPA 9" 7½" 6" 6½" 5½" LOW BUS DWG.#804348-A26KV LIGHTING PLAN3. DWG.#804332-A26KV SECTIONS SH 12. DWG.#789277-A230/26/4KV ULTIMATE KEY PLAN1. REFERENCE DRAWINGS: C SUPPORT BUS 26KV CONSTRUCTION NOTES (REV0): WITH CLOUDS CHANGES TO EXISTING STATION ARE DESIGNATED1. 5'-0"

605 604 381 . 49 ' S65°56'56"E 797.86' BLOCK 155 LOT 26.01N/F PUBLIC SERVICE ELECTRIC & GAS CO. D-2367 & D-6764 AREA=1,017,656 S.F. 23.363 SWITCHING STATIONWEST ORANGE BLOCK 155 LOT 29PAGE 5270 DEED BOOK 12040, AVE, LLC N/F 347 MT PLEASANT BLOCK 155 LOT 40.03 DEED BOOK 6359, PAGE 1 REIT III CORP JJ N/F 375 RREEF AMERICA 270 . 86 ' S 13 ° 32 ' 44 " W N/F PUBLIC SERVICE ELECTRIC & GAS CO. D-2367 & D-6764 23.363 AC. AREA=1,017,656 S.F. LOT 26.01 BLOCK 155 SWITCHING STATION WEST ORANGE S 29 ° 13 ' 04 " W 20' WIDE ROADWAY RESERVATION N 33 ° 08 ' 45 " E 212 . 75 ' EASEMENT 10' WIDE 178 . 29 ' S 33 ° 10 ' 10 " W R=200.00 L=68.02 Δ=19°29'07" 67.69 S 13 ° 41 ' 04 " W 83 . 94 ' CH=S23°25'37"W N 76 ° 18 ' 56 " W 10 . 00 ' 10.13' BLOCK 155 LOT 26.03 DEED BOOK 6208, PAGE 873 PRISM GREEN ASSOCIATES III, LLC N65°56'56"W 745.85 N 13 ° 41 ' 4 " E 599 . 74 ' MONUMENTFOUND MON. FOUND N 29 ° 13 ' 04 " E 383 . 26 ' ( 66 ' W I D E ) AVE NU EP R O SPE C T C O UN T Y R O A D 577 ( 66 ' W I D E ) AVE NU EP R O SPE C T C O UN T Y R O A D 577 STATE HIGHWAY RT. 10 AVENUE MOUNT PLEASANT (60' WIDE) 12" GAS LINE WV WV HYD =598.53 MH RIM RIM=576.12 MH TELE CONC. ELEV.:614.07 TOP ELEV.:745.18 MONOPOLE 5/5-1 CONC. ELEV.:608.03 TOP ELEV.:738.92 MONOPOLE 5/6-1 WV INV 589.69 OUT (8" CLAY) NW RIM=597.22 SAN. MH 36 " T E L E C O NDU I T 4" GAS MAIN GV GV GV GVGVGV RIM=575.80 MH TELE NOT IN SERVICE F.D.C. 6 " W A T E R M A I N INV 589.01 OUT (8" CLAY) NW INV 589.01 IN (8" CLAY) SE RIM=595.01 SAN. MH INV 600.24 OUT (8" CLAY) NWINV 600.31 IN (8" CLAY) SE RIM=604.01 SAN. MH INV 572.39 OUT (8" CLAY) NW INV 572.45 IN (8" CLAY) SE RIM=579.99 SAN. MH R I M : 629 . 53 M H GV HYD 4" GAS MAIN WV INV 603.38 OUT (8" CLAY) NW INV 603.43 IN (8" CLAY) SE RIM=607.08 SAN. MH GV GV GV WV INV 585.80 OUT (8" CLAY) SW INV 588.11 IN (8" PVC) NE INV 585.91 IN (8" CLAY) SE RIM=592.70 SAN. MH WV H Y D G V MW MW WV E D G E O F PAVE M E N T CURB CURB C O NCR E T E CUR B C O NCR E T E CUR B CURB CUR B C O NCR E T E CUR B (TYP.) BOLLARD ELEV.: 615.54 ROOF ELEV.: 609.18 ROOF ELEV.: 613.28 ROOF ELEV.: 602.48 FLOOR WALL BLOCK WALL BLOCK OVERHANG BUILDING BRICK 1 STORY STORY 1 CONTROL BUILDING 1 STORY 1 STORY SIDEWALK CONC. FOOTING (TYP.) (TYP.) FOOTING CONC. CONC. (TYP.) BUILDING BRICK BOOTH GUARD U/P#64840 GUY U/P#703 WITH U/P#BT67 U/P#BT66 U/P#MA18013 UNDERGROUND WIRE WITH GUY WIRE

LDING 1 STORY 1 STORY SIDEWALK CONC. FOOTING (TYP.) (TYP.) FOOTING CONC. CONC. (TYP.) BUILDING BRICK BOOTH GUARD U/P#64840 GUY U/P#703 WITH U/P#BT67 U/P#BT66 U/P#MA18013 UNDERGROUND WIRE WITH GUY WIRE & U/P#5338 T/S U/P 704WO67107WO 6 ' H I G H M E T A L F E NC E & B R I C K P I LL A R S 8 ' H I G H CH A I N L I N K F E NC E PAD CONC. ELEV.: 612.88 ROOF ELEV.: 613.98 FLOOR 599.22 ELEV.: FLOOR TOP ELEV.: 669.19 LIGHTNING MAST TOP ELEV.: 670.34 LIGHTNING MAST TOP ELEV.: 668.51 LIGHTNING MAST TOP ELEV.: 669.38 LIGHTNING MAST TOP ELEV.: 673.37 LIGHTNING MAST TOP ELEV.: 672.52 LIGHTNING MAST RAIL GUIDE RAIL GUIDE 599.90 ELEV.: FLOOR LINK FENCE 8' HIGH CHAIN U/P FLOOR ELEV:600.33 ROOF ELEV:613.28 CONTROL BUILDING 1 STORY UNIT A/C (TYP.) CONCRETE OVERHANG TRENCH WIRE TRENCH WIRE WIRE TRENCH TRENCH WIRE DRIVEWAY PAVED DRIVEWAY PAVED DRIVEWAY PAVED DRIVEWAY PAVED PAVEMENT VU (ON GARAGE FLOOR) ELEV.: 602.96 BENCHMARK FOUND BUILDING BRICK BUILDING BRICK TRANSFORMER WITH CONC. PAD (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) FOOTING CONC. STORY 1 U/P#701 U/P#BT065 U/P#702 U/P#700 & UNDERGROUND WIRE U/P#699 WITH LIGHT U/P#55103 U/P#60611 U/P#698 U / P #66371 BOX DOT G U Y W I R E BOX DOT T / S 66589 BT70WO 67107WO 8 ' H I G H CH A I N L I N K F E NC E 6' HIGH CHAIN LINK FENCE 8 ' CH A I N L I N K F E NC E 8 ' CH A I N L I N K F E NC E 8 ' H I G H CH A I N L I N K F E NC E F E NC E 8 ' H I G H CH A I N L I N K 624.22 ELEV.: ROOF TOP ELEV.: 672.70 LIGHTNING MAST ELEV.: 602.85 FLOOR 668.29 ELEV.: TOP LM TOP ELEV.: 669.18 LIGHTNING MAST TOP ELEV.: 668.87 LIGHTNING MAST GATE 8 ' H I G H CH A I N L I N K F E NC E L I N K F E NC E 8 ' H I G H CH A I N RAILING PAD CONC FLOOR ELEV:602.92 ROOF ELEV:671.79 BRICK BUILDING MULTI- STORY TRENCH WIRE DRIVEWAY PAVED TRENCH WIRE T R E NCH W I R E TRENCH WIRE SIDEWALK SIDEWALK PAVEMENT VU GRAVEL AREA U/P#7942 U / P #1646 (TYP.) BOLLARD GATE U/P#64840 U/P W/ANTENNAA U/P U/P U/P TRENCH WIRE SIDEWALK SIDEWALK INV=582.87 IN NE INV=578.11 OUT SW GR=586.03 HOOD 586.73 'B' INLET INV=584.95 IN SE INV=585.91 IN S INV=584.36 OUT GR=590.21 'B' INLET RIM=592.55 TEL. MH U/P INV=588.05 15" CPP FLARED END INV=570.13 OUT INV=570.28 IN GR=574.93 HOOD=575.61 'B' INLET RIM=597.10 MH RIM=597.47 CIRCULAR GRATE APPROXIMATELOCATION MH RIM=596.66 MH 15" CPP INV=584.03 GRATE=586.43 2X2 INLET T R E NCH DR A I N RIM=602.35 CIR.

INV=570.28 IN GR=574.93 HOOD=575.61 'B' INLET RIM=597.10 MH RIM=597.47 CIRCULAR GRATE APPROXIMATELOCATION MH RIM=596.66 MH 15" CPP INV=584.03 GRATE=586.43 2X2 INLET T R E NCH DR A I N RIM=602.35 CIR. GRATE RIM=602.19 MANHOLE 12 " C PP 15 " C PP INV=574.09 OUTINV=574.14 IN GR=579.49 'B' INLET INV=587.07 IN NE INV=587.03 OUT NW GR=595.10 'B' INLET INV=608.56 OUT GR=611.25 HOOD=611.84 'B' INLET INV=609.02 OUT GR=612.46 'B' INLET INV=606.57 IN SE INV=606.59 IN E INV=606.98 IN NE INV=605.19 OUT NW RIM=610.89 STORM MH RIM=612.76 MH RIM=599.73 MH RIM=597.51 MH GR=579.00 4'x5.5' GRATE R I P R AP RIM=597.34 MH RIM=596.92 MH RIM=596.86 MH RIM=596.66 MH RIM=599.93 MH RIM=598.67 CIRCULAR GRATE RIM=599.32 MH INV=592.99 (SE) OUT INV=593.01 (N) IN RIM=596.54 CIRCULAR GRATE 15" CPP INV=592.80 GRATE=596.58 2X2 INLET 15" CPP INV=600.86 GRATE=603.58 2X2 INLET RIM=599.11 MANHOLE RIM=600.60 MANHOLE RIM=602.89 CIR. GRATE GR=602.46 GR=601.89 RIP RAP INV=582.50 15" CPP FLARED END INV=591.44 15" CPP FLARED END RIM=601.48 MANHOLE RIM=605.68 CIR. GRATE RIP RAP INV=599.55 15" CPP FLARED END GR=622.10 HOOD=622.42 B INLET 12 " C PP RIM=602.00 MANHOLE 8" CLAY 6" 46" 49" 12" 7" 18" 13" 13" 8" 12" 13" 8"8" 6" 10" 14" 4' 7" 4' 10" 7" 6" 24" 6"6" 6" 6" 8" 7" 7" 7" 8" 7" 7" 6" 10" 10" 6" 6" 12" 7" 6" 13" 31" 6" 11" 7" 20" 16" 6" 7" 12" 42" 12" 12" 11" 11" 14" 22" 6" 6" 12" 8" 8" 8" 8" 8" 6" 10" 10" 10" 10" 12" 23" 29" 6"6" 6"6" 6" 6" 6" 6" 6" 10"10" 10"10" 12"12" 12" 12" 14" 30" 6" 602.69 RIM= P.S. MH RIM=602.43 P.S. MH RIM=602.72 P.S. MH RIM=599.10 P.S. MH RIM=588.87 P.S. MH RIM=588.24 P.S. MH RIM=614.54 P.S. MH RIM=602.32 P.S. MH VAULT RIM=628.67 P.S. MH E L E C . C O NDU I T ELEC. CONDUIT RIM:610.84 ELECTRIC MH R I M : 614 . 25 E L E C T R I C M H R I M : 617 . 91 E L E C T R I C M H ELECTRIC MH RIM:621.91 D O T B O X E L E C T R I C M H R I M : 625 . 66 RIM=602.42 P.S. MH RIM=597.56 P.S. MH RIM=602.45 P.S. MH RIM=588.55 P.S. MH RIM=603.65 P.S. MH RIM=616.03 P.S. MH RIM=602.49 P.S. MH RIM=603.79 P.S. MH RIM=619.20 P.S. MH RIM=620.08 P.S. MH ELECTRIC MH RIM:621.55 E L E C T R I C M H R I M : 624 . 74 R I M : 627 . 71 E L E C T R I C M H R I M : 618 . 71 E L E C T R I C M H E L E C M H R I M : 625 . 35 E L E C T R I C M H R I M : 625 . 12 RIM=604.67 P.S. MH RIM=603.29 P.S. MH RIM=616.06 P.S. MH RIM:604.31 P.S. MH RIM:610.24 P.S.

C M H R I M : 618 . 71 E L E C T R I C M H E L E C M H R I M : 625 . 35 E L E C T R I C M H R I M : 625 . 12 RIM=604.67 P.S. MH RIM=603.29 P.S. MH RIM=616.06 P.S. MH RIM:604.31 P.S. MH RIM:610.24 P.S. MH 233 . 7 ' 94.5' 423 . 0 ' 427 . 2 ' 155 . 4 ' 294 . 5 ' Y=712646.0579 X=559449.8741 28" 24" 17" 285.9' 149.3' MARKER F.O.C. R I M : 620 . 72 T E L E M H R I M : 620 . 63 T E L E M H 20" 4" 6"6" 6"6" TWIN 6"6" TWIN 8" 4"4" TWIN 5" 5" 20" 20" TWIN 6" 4" 4"4"4" 4" 4" 4" 4" 4" 4"4" 4"4"4"4" 4"4" 5" 5" 5" 5" 5" 5"5" 6" 2" 2"2" 2"2" 2" 2" 2"2" 7" 5" 3" 6" 4" 4"4" 4" 3" 3" 3"3"3" 3"3"3"3" 3" 3"3"3" 2" 2" 2" 6" 24" TWIN TWIN TWIN TWIN TWIN TWIN TWIN TWIN TWIN TWIN TWINTWIN TWIN TWIN 3" 3" 3" 6" TRIPLE TRIPLE TRIPLETRIPLE TRIPLE TRIPLE TRIPLE QUAD SHRUB 6" 4" 6" TRIPLE 4" TWIN 5" TRIPLE INV=599.84 (S) INV=599.86 (N) RIM=602.71 STORM MH INV=597.55 (S) INV=597.57 (N) RIM=600.20 STORM MH INV=595.37 (S) INV=595.42 (N) RIM=598.12 STORM MH (AS PER REF No. 10) (APPROX. LOCATION) GAS LINE 12 " RC P INV=592.02 (S) INV=592.07 (N)INV=592.27 (E) RIM=602.07 MH 8 " D I P 8 " D I P ELEV.=604.52 12" GAS LINE INV=590.17 IN SE INV=591.39 IN NE INV=587.50 OUT SW GR=595.57 HOOD=596.32 'B' INLET INV 590.26 (18" RCP) SINV 590.35 (18" DIP) NEINV 591.90 (5" DIP) E OVERT 591.24 2" CONDUITRIM=595.83 MH WIRES W/UNDERGROUND UP #8019 5 TP- 6 TP- 8 TP- 7 TP- TP-1 TP-10 TP-11 TP-13 2 TP- TP-12 TP-9 TP-4 ELEV.=599.92 DUCT BANK ELEV.=600.32 DUCT BANK ELEV.=602.93 DUCT BANK ELEV.=615.78 DUCT BANK ELEV.=599.96 DUCT BANK ELEV.=605.99 DUCT BANK ELEV.=599.25 DUCT BANK ELEV.=601.48 DUCT BANK ELEV.=599.93 DUCT BANK ELEV.=601.48 DUCT BANK ELEV.=600.97 2" CONDUIT ELEV.=601.3312" GAS LINE RIM=602.33 P.S. MH ELEV.=602.87 DUCT BANK ELEV.=611.28 5" CONDUIT RIM=603.36 P.S. MH MARK OUTELECTRIC MARK OUTELECTRIC MARK OUTELECTRIC MARK OUT ELECTRIC MARKOUT FIBER OPTIC MARKOUT ELECTRIC RIM=602.71 P.S. MH APPROX. LOC. MH RIM:609.31 P.S. MH RIP RAP RIM:598.87 TEL. MH RIM:604.57 TEL. MH RIM:598.76 TEL. MH SIGN 311.2' RIM=??? MH 12" GAS LINE 4" GAS MAIN GV GV GV GVGVGV GV 4" GAS MAIN GV GV GV G V 12" GAS LINE 4" GAS MAIN GV GV GV GVGVGV GV 4" GAS MAIN GV GV GV G V 4/5/24). (GPR INVESTIGATED 12"GAS LINE AT 3' DEPTH 12" GAS MAIN 12 " G AS M A I N 12 " G AS M A I N 12 " G AS M A I N INVESTIGATION 4/5/24. INSTALLATION PER GPR UNKNOWN UNDERGROUND RIM=602.68 P.S. MH RIM=602.69 P.S. MH RIM=602.31 P.S. MH RIM=602.31 P.S. MH 0

MAIN 12 " G AS M A I N 12 " G AS M A I N 12 " G AS M A I N INVESTIGATION 4/5/24. INSTALLATION PER GPR UNKNOWN UNDERGROUND RIM=602.68 P.S. MH RIM=602.69 P.S. MH RIM=602.31 P.S. MH RIM=602.31 P.S. MH 0 60'30' SCALE IN FEET GENERAL NOTES THIS DRAWING IS SHEET NO 1 OF 1 SHEETS. THIS DRAWING SUPERSEDES: NONE DRAWING NO: THIS DRAWING FOR LIST OF REFERENCE DRAWINGS SEE DO NOT SCALE - USE DIMENSIONS ONLY. USE PRINTS OF LATEST REVISION ONLY. N.J. PROFESSIONAL ENGINEER MICHAEL J. BLAKE LIC. NO. 24GE05521600 C.O.A. NO. 24GA28066400 A REV DATE DESCRIPTION ISSUED FOR REVIEW KANSAS CITY, MO 64114 9400 WARD PARKWAY ENGINEERING COMPANY, INC. BURNS & McDONNELL 0REVISION NUMBER . CHANGES AS INDICATED BY THE FOLLOWING SEAL ASSUMES RESPONSIBILITY FOR THE THE REGISTRANT OF THE NEWLY APPLIED 10-11-23 / / / / / / / / / / / / REVISION DATE DESCRIPTION APDCKD EXDNO DWN WEST ORANGE SWITCHING STATION REMOVAL PLAN YARD 792788 L. POTGIETER S. MACALUSO -- --9DWESTORNGLC 03/20/23 230/26/4KV OUTDOOR SUBSTATION CIVIL 1"=30'-0" 1 B C D E F G B C D E F G A 2 3 4 5 6 7 8 A 2 3 4 5 6 7 8 9 9 H 1 11 H 11 10 10 CHECKED SCALE DATE EXAMINED APPROVED DRAWN PUBLIC SERVICE ELECTRIC AND GAS COMPANY ELECTRIC DELIVERY COMPANY-ASSET RELIABILITY, NEWARK N.J. A WBS/SO T RU E N O R T H NORTH CALLED 24 . 05 ° LEGEND: PROPERTY LINE EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING CHAIN LINK FENCEEXISTING TREE LINE EXISTING SANITARY SEWER EXISTING BURIED GAS LINE EXISTING OVERHEAD UTILITY LINE EXISTING BURIED WATER LINE EXISTING BURIED ELECTRIC LINEEXISTING STORM NETWORK PROPOSED TREE REMOVAL B 11-06-23 ISSUED FOR REVIEW D 5-08-24 ISSUED FOR PERMITTING 0Per C 2-29-24 ISSUED FOR REVIEW SIDEWALK TO BE REMOVED (LOCATED IN PUBLIC R.O.W.) FOUNDATIONS TO BE REMOVED BUILDINGS, STRUCTURES & TO BE REMOVED FENCE OR UTILITIES TO BE REMOVEDDRIVEWAY OR GRAVEL TREES TO BE REMOVED X 157TOTAL TREES REMOVED PROCEDURE FOR ALL UNDERGROUND WORK. PRESENT. CONTRACTOR TO FOLLOW PSE&G'S EXCAVATION DRAWINGS. ADDITIONAL UNKNOWN UTILITIES MAY ALSO BE ONLY BE SHOWN ON OTHER DISCIPLINE OR DIVISION UTILITIES THAT EXIST WITHIN THE WORK AREA AND MAY WARNING: STATION CONTAINS KNOWN UNDERGROUND NOTES: DISPOSAL BY COMPANY.SEGREGATE ALL MATERIALS PER COMPANY SPECIFICATIONS FOR FOR HANDLING SUCH HAZARDOUS MATERIALS. CONTRACTOR SHALL AND ASBESTOS. CONTRACTOR SHALL UTILIZE PERSONNEL CERTIFIED EXISTING FACILITIES TO BE DEMOLISHED, INCLUDING