M3_Development Plans Civil Plans

381 . 49 ' 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 LOT 40.03 DEED BOOK 6359, PAGE 1 REIT III CORP JJ N/F 375 RREEF AMERICA 270 . 86 ' S 13 ° 32 ' 44 " W BLOCK 84.01 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 EASEMENT 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 ' 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 RIM=576.12 MH TELE 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 S I G N 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 BUILDING BRICK 1 STORY ELEV.: 613.98 FLOOR FLOOR ELEV:600.33 ROOF ELEV:613.28 CONTROL BUILDING 1 STORY 624.22 ELEV.: ROOF FLOOR ELEV:602.92 ROOF ELEV:671.79 BRICK BUILDING MULTI- STORY 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. 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

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=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=602.32 P.S. MH VAULT RIM=628.67 P.S. MH E L E C . C O N DU 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=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=603.29 P.S. MH RIM=616.06 P.S. MH RIM:604.31 P.S. MH RIM:610.24 P.S. MH Y=712646.0579 X=559449.8741 28" 24" 17" 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"

.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 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.

" 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 627 625 623 622 618 612 610 606 605 603 599 585 586 587 584 600 628 615 614 609 608 597 592 593 605 625 610 605 625 617 616 613 611 602 601 604 598 603 604 605 607 608 609 611 588 589 590 591 600 602 603 580 600 599 580 585 590 595 575 615 620 626 624 621 620 619 607 604 600 599 602 602 606 610 613 614 594 595 601 583 582 581 601 620 615 616 612 D D D D D D D D D D D 605 604 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 X1 H0 X0 H1 X2 X3 Y2Y1 Y3 H2 H3 5 3 1 6 4 2 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 X1 H0 X0 H1 X2 X3 Y2Y1 Y3 H2 H3 LO CK E C AT# P XO 650 LOCK E C AT # PXO 65 0 LOCKE CAT # PXO65 0 H 1 H 2 H 3 X 1 H 0 X 0 X 2 X 3 Y 2 Y 1 Y 3 5 3 1 6 4 2 TT CAP BANK ACAP BANK B H 3 H 2 H 1 H 0 C L r ea c t o r C L r e a c t o r C L c o r e a nd f r a m e 6 5 3 4 2 1 60 ° 60 ° 6 0 ° 6 0 ° 6 0 ° 6 0 ° 6 0 ° 60 ° 6 0 ° S C 13 " 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 SOIL EROSION & SEDIMENT CONTROL PLAN YARD 792793 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 0Per NOTES: STOCKPILE NOTE: 1 2 3 4 5 6 7 8 9 10 11 INFORMATION LOCATED ON SECT./DET. DWG. THIS "PLAN" DWG. NOT APPLICABLE DESCRIPTION ITEM X X - X X - STABILIZED CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE TEMPORARY STABILIZATION X X - X X - PERMANENT STABILIZATION

CATED ON SECT./DET. DWG. THIS "PLAN" DWG. NOT APPLICABLE DESCRIPTION ITEM X X - X X - STABILIZED CONSTRUCTION ENTRANCE LIMITS OF DISTURBANCE TEMPORARY STABILIZATION X X - X X - PERMANENT STABILIZATION (STONE) - X - STORM SEWER/CATCH BASIN INLET PROTECTIONCONDUIT OUTLET PROTECTION CHANNEL STABILIZATION RIP RAP/GABIONS SUBSURFACE DRAINAGE STOCKPILES X X - - X - SOILS/OTHER NATURAL RESOURCE INFORMATION SILT FENCE/ SILT SOCK XX - X X - TOTAL CONSTRUCT NEW ELECTRIC EQUIPMENT & CONTROL HOUSE INSTALL SILT FENCE, INLET PROTECTION & CONSTRUCTION ENTRANCES ACTIVITY REMOVAL OF SEDIMENTATION CONTROLS INSTALL SUBSTATION CRUSHED STONE AND ACCESS ROADS TREE REMOVAL, SITE DEMO & CLEARING INSTALL DRAINAGE SYSTEM & UTILITIES ROUGH GRADING FINAL GRADING 365 SEQUENCE OF CONSTRUCTION JUNE 2024 - JUNE 2025 10 3025 175 55 45 20 5 (DAYS) DURATION LEGEND: PROPERTY LINE EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING CHAIN LINK FENCE EXISTING TREE LINEEXISTING SANITARY SEWER EXISTING BURIED GAS LINE EXISTING OVERHEAD UTILITY LINE EXISTING BURIED WATER LINE EXISTING BURIED ELECTRIC LINE TRENCH DRAIN STORM STRUCTURE PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS D SILT FENCE STOCKPILE CONSTRUCTION ENTRANCE INLET PROTECTION 3.92 SQ. FT. 170,694 ACRES DISTURBANCE TOTAL AREA OF AREA DISTURBANCE TOTAL LIMITS OF EROSION CONTROL BLANKET WASHOUT CONCRETE LIMITS OF DISTURBANCE -- -- X X B 11-06-23 ISSUED FOR REVIEW PROPOSED FENCE PROPOSED UNDERDRAIN PROPOSED STORM PIPE PROPOSED GRAVITY RETAINING WALL INSULATED FOOTING 8' HIGH AMERISTAR FENCE (NEW) WITH 8' HIGH AMERISTAR FENCE (NEW) FENCE (NEW) WITH INSULATED FOOTING 8' HIGH CHAIN LINK W/ BARBED WIRE FENCE (NEW) 8' HIGH CHAIN LINK W/ BARBED WIRE AMERISTAR/CHAINLINK)ISOLATION PANEL (TO MATCH C 2-29-24 ISSUED FOR REVIEW T RU E N O R T H NORTH CALLED 24 . 05 ° EXISTING PAD GRAVEL PROPOSED PAD GRAVEL PROPOSED MACADAM PAVEMENT DRIVE EXISTING MACADAM PAVEMENT DRIVE D 5-8-24 ISSUED FOR PERMITTING 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 WITHIN 7 CALENDAR DAYS OF THAT DISTURBANCE. ALL AREAS DISTURBED DURING INSTALLATION SHALL BE STABILIZED 3. COORDINATE ANY TEMPORARY MATTING WITH UTILITY. 2. NOTIFY UTILITY PRIOR

AINS KNOWN UNDERGROUND WITHIN 7 CALENDAR DAYS OF THAT DISTURBANCE. ALL AREAS DISTURBED DURING INSTALLATION SHALL BE STABILIZED 3. COORDINATE ANY TEMPORARY MATTING WITH UTILITY. 2. NOTIFY UTILITY PRIOR TO CONSTRUCTION. 1. ELEVATOIN. FOLLOW PROVISIONS PER STOCKPILE DETAIL. SEPARATION FROM AREAS BELOW THE BASE FLOOD CONSTRUCTION REQUIRED. MAINTAIN MINIMUM 50'SOIL STOCKPILE MAY BE RELOCATED TO ACCOMADATE 1. 605 604 REFERENCE DRAWINGS: DWG.# TR-03 TREE REMOVAL NOTES & DETAILS 13. DWG.# TR-02TREE REMOVAL NOTES & DETAILS 12. DWG.# TR-01TREE REMOVAL PLAN 11. DWG.# 792798-A CIVIL DETAILS SH3 10. DWG.# 792797-A CIVIL DETAILS SH2 9. DWG.# 792796-A CIVIL DETAILS SH1 8. DWG.# 792795-A NOTES & DETAILS SH2 SOIL EROSION & SEDIMENT CONTROL 7. DWG.# 792794-A NOTES & DETAILS SH1 SOIL EROSION & SEDIMENT CONTROL 6. DWG.# 792792-AFENCE & GATE PLAN 5. DWG.# 792791-A STORM SEWER PROFILES 4. DWG.# 792790-A GRADING & DRAINAGE 3. DWG.# 792789-A CIVIL SITE PLAN 2. DWG.# 792788-A REMOVAL PLAN 1. AREA SOIL STOCKPILE