M3_Development Plans Civil Plans

ERIALS PER COMPANY SPECIFICATIONS FOR FOR HANDLING SUCH HAZARDOUS MATERIALS. CONTRACTOR SHALL AND ASBESTOS. CONTRACTOR SHALL UTILIZE PERSONNEL CERTIFIED EXISTING FACILITIES TO BE DEMOLISHED, INCLUDING LEAD PAINT HAZARDOUS MATERIALS ARE KNOWN TO EXIST WITHIN THE 1. HAZARDOUS MATERIALS NOTE: AND LOCATIONS. REFER TO THE DWG# TR-01 TREE REMOVAL PLAN FOR OFFICIAL COUNT 9.PROPOSED TREE REMOVAL NUMBERS AND LOCATIONS ARE APPROXIMATE. RETAINING WALL LOCATIONS. AND/OR RETAINING WALLS. SEE SHEET 792789 FOR TRENCH DRAIN AND 8.TREE REMOVAL TO OCCUR UP TO 15' BEYOND PROPOSED TRENCH DRAINS FORUTILITIES AND DUCTBANKS. REMOVED AND REPLACED UNTIL COMPLETION OF ALL TIE-INS DRIVEWAYS, WITHIN THE PUBLIC RIGHT-OF-WAY, SHALL NOT BE ALL CONCRETE FLAT WORK, INCLUDING SIDEWALKS, CURBS, AND 7. ENGINEER OF DISCREPANCIES. EXISTING CONDITIONS PRIOR TO NEW CONSTRUCTION. INFORM THIS DRAWING IS NOT ALL INCLUSIVE. CONTRACTOR SHALL VERIFY 6. A: NO. '21-CIVIL 05-EXCAVATION AND TRENCHING (OCT. 2021) GENERAL SPECIFICATIONS:IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND PSE&G 5. ALL EARTHWORK AND UTILITY REMOVAL SHALL BE PERFORMED ENVIRONMENTAL REQUIREMENTS. OCCUR IN ACCORDANCE WITH PSE&G AND GOVERNMENTAL ALL DEMOLITION OF EXISTING UNDERGROUND UTILITIES SHALL 4. TO REMAIN SHALL BE SAW CUT. ANY PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS 3. COUNTY, STATE AND FEDERAL REGULATIONS. RECYCLING CENTER IN ACCORDANCE WITH ALL APPLICABLE LOCAL, FILL/ ALL MATERIAL SHALL BE DISPOSED OF IN AN OFFSITE LAND 2. THERE SHALL BE NO ONSITE BURIAL OF CONSTRUCTION DEBRIS. WITH CONSTRUCTION OF NEW BUILDINGS AND EQUIPMENT.AND DECORATIVE FENCING SHALL BE COORDINATED DEMOLITION OF EXISTING FEATURES , OBSOLETE UTILITY EQUIPMENT 1. 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.# 792793-A SOIL EROSION & SEDIMENT CONTROL PLAN 5. DWG.# 792792-AFENCE & GATE PLAN 4. DWG.# 792791-A STORM SEWER PROFILES 3. DWG.# 792790-A GRADING & DRAINAGE 2. DWG.# 792789-A CIVIL SITE PLAN 1. X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X XX X X X X X X X X X X X X X X X X X

791-A STORM SEWER PROFILES 3. DWG.# 792790-A GRADING & DRAINAGE 2. DWG.# 792789-A CIVIL SITE PLAN 1. X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X XX X X X X X X X X X X X X X X X X X X X X X XXX X X X X XX X X X X XX X X XX X X X XX X X X X X XX X X XX XX XXX X X X X X X X X X X X X X X X X XX X X X X X X X X X X X XXXXX X X X X X X X X X XX X X XX X X X X X X X XX XX X X 627 625 623 622 618 612 610 606 605 603 599 585 586 587 584 600 628 615 614 609 608 597 592 593 605 606 607 625 610 605 625 617 616 613 611 602 601 604 598 603 604 605 607 608 609 611 588 589 590 591 600 602 603 580 600 599 580 585 590 595 575 615 620 626 624 621 620 619 607 604 600 599 602 602 606 610 613 614 594 595 601 583 582 581 601 620 615 616 612 R=544.44 L=154.39 =15°40'20" CH=S21°22'54"W 153.91

381 . 49 ' 797.86' N/F PUBLIC SERVICE ELECTRIC & GAS CO. D-2367 & D-6764 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 S 29 ° 13 ' 04 " W 20' WIDE ROADWAY RESERVATION 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 ' 12" GAS LINE WV WV HYD =598.53 MH RIM RIM=576.12 MH TELE 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 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 WALL BLOCK OVERHANG BUILDING BRICK 1 STORY SIDEWALK (TYP.) FOOTING CONC. CONC. (TYP.) 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 PAD CONC. ELEV.: 613.98 FLOOR TOP ELEV.: 670.34 LIGHTNING MAST TOP ELEV.: 673.37 LIGHTNING MAST TOP ELEV.: 672.52 LIGHTNING MAST RAIL GUIDE LINK FENCE 8' HIGH CHAIN OVERHANG WIRE TRENCH DRIVEWAY PAVED DRIVEWAY PAVED DRIVEWAY PAVED PAVEMENT VU (ON GARAGE FLOOR) ELEV.: 602.96 BENCHMARK FOUND (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) CONCRETE 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 624.22 ELEV.: ROOF TOP ELEV.: 672.70 LIGHTNING MAST TOP

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 624.22 ELEV.: ROOF TOP ELEV.: 672.70 LIGHTNING MAST TOP ELEV.: 669.18 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 SIDEWALK SIDEWALK PAVEMENT VU GRAVEL AREA U/P#7942 U / P #1646 (TYP.) BOLLARD GATE U/P#64840 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=570.13 OUT INV=570.28 IN GR=574.93 HOOD=575.61 'B' INLET APPROXIMATELOCATION 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 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 GR=579.00 4'x5.5' GRATE RIM=599.93 MH RIM=598.67 CIRCULAR GRATE RIM=599.32 MH 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 RIP RAP INV=599.55 15" CPP FLARED END GR=622.10 HOOD=622.42 B INLET 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 D U 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=602.45 P.S. MH RIM=588.55 P.S.

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=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=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 ' 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 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' 12" GAS LINE 4" GAS

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' 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 L=154.39 =15°40'20" CH=S21°22'54"W 153.91 B 1 0 + 0 0 B 11+00 ( 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) 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 LOCKE CAT # PXO65 0 LO CKE CAT# PXO650 LOCK E C AT# P XO 650 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 6 5 3 4 2 1 6 5 3 4 2 1 6 5 3 4 2 1 60 ° 60 ° S C 13 " UTILITY POLE OF POWER PANEL APPROX. LOCATION 12'X60' TRAILER 12'X60' TRAILER 6'-0"(TYP) 6'-0"(TYP) 10'X40' TRAILER TRAILER 8'X24' 8 ' X 36 ' T R A I L E R UTILITY POLE (4'X6') GUARD SHACK 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 CIVIL SITE PLAN YARD 792789 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

0'-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 LEGEND: PROPERTY LINE CONTROL POINT EXISTING CHAIN LINK FENCE EXISTING TREE LINE EXISTING SANITARY SEWER EXISTING BURIED GAS LINE EXISTING OVERHEAD UTILITY LINE EXISTING BURIED WATER LINE EXISTING BURIED ELECTRIC LINE PROPOSED TRENCH DRAIN PROPOSED DUCT BANK EXISTING DUCT BANK ISSUED FOR REVIEW11-06-23B 8' PERIMETER SECURITY FENCE BR-4 BR-3 BR-2 BR-1 PROPOSED GRAVITY RETAINING WALL INSULATED FOOTING 8' HIGH AMERISTAR FENCE (NEW) WITH 8' HIGH AMERISTAR FENCE (NEW) AMERISTAR/CHAINLINK) ISOLATION PANEL (TO MATCH ISSUED FOR REVIEW2-29-24C BR-5 RETAINING WALL CONTROL POINTS POINT # RW-1 RW-2 RW-3 RW-4 RW-5 RW-6 RW-7 RW-8 RW-9 NORTHING 712255.47 712237.09 712287.15 712280.30 712399.54 712400.99 712432.05 712453.29 712514.87 EASTING 559479.94 559519.80 559542.95 559592.06 559639.62 559659.89 559676.63 559675.90 559701.76 RADIUS CONTROL POINTS RADIUS 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 35'-0" R 50'-0" R POINT # RP-1 RP-2 RP-3 RP-4 RP-5 RP-6 RP-7 RP-8 RP-9 RP-10 RP-11 RP-12 RP-13 RP-14 RP-15 NORTHING 712267.34 712345.86 712339.34 712443.43 712449.96 712521.94 712639.50 712665.27 712543.50 712522.98 712513.19 712497.38 712380.93 712391.49 712302.41 EASTING 559460.69 559495.76 559510.37 559556.86 559542.25 559591.92 559644.42 559634.56 559543.67 559441.27 559463.19 559469.24 559417.24 559393.58 559382.17 35'-0" R 50'-0" R RP-16 RP-17 712391.49 559393.58 712267.34 559460.69 DRIVE CONTROL POINTS POINT # DP-1 DP-2 DP-3 DP-4 DP-5 DP-6 DP-7 DP-8 DP-9 DP-10 DP-11 DP-12 NORTHING 712260.59 712284.90 712306.60 712321.80 712425.90 712504.41 712621.97 712654.87 712680.64 712704.54 712771.27 712576.34 EASTING 559410.59 559421.44 559478.23 559549.63 559596.12 559631.18 559683.68 559684.58 559674.73 559652.10 559502.67 559427.22 DRIVE CONTROL POINTS POINT

54.87 712680.64 712704.54 712771.27 712576.34 EASTING 559410.59 559421.44 559478.23 559549.63 559596.12 559631.18 559683.68 559684.58 559674.73 559652.10 559502.67 559427.22 DRIVE CONTROL POINTS POINT # DP-13 DP-14 DP-15 DP-16 DP-17 DP-18 DP-19 DP-20 DP-21 DP-22 DP-23 DP-24 NORTHING 712562.25 712552.46 712528.55 712512.74 712467.49 712363.40 712341.68 712354.59 712560.15 712504.24 712489.22 712482.70 EASTING 559458.79 559480.72 559503.36 559509.40 559502.99 559456.50 559399.69 559371.52 559419.67 559526.14 559559.77 559574.37 T RU E N O R T H NORTH CALLED 24 . 05 ° 16'-0" 16'-0" EXISTING MACADAM PAVEMENT DRIVE EXISTING PAD GRAVEL PROPOSED MACADAM PAVEMENT DRIVE PROPOSED PAD GRAVEL ISSUED FOR PERMITTING5-08-24D GRAVEL CONTROL POINTS POINT # GL-1 GL-2 GL-3 GL-4 GL-5 GL-6 GL-7 GL-8 GL-9 GL-10 GL-11 GL-12 GL-13 GL-14 GL-15 GL-16 GL-17 GL-18 GL-19 GL-20 GL-21 GL-22 GL-23 GL-24 GL-25 GL-26 GL-27 GL-28 GL-29 GL-30 GL-31 GL-32 GL-33 NORTHING 712302.27 712289.18 712292.40 712279.06 712413.16 712470.04 712533.61 712548.15 712565.28 712594.74 712616.61 712658.41 712662.59 712703.02 712715.96 712750.03 712755.60 712796.09 712813.26 712827.77 712848.56 712825.10 712776.58 712743.48 712725.32 712669.98 712664.98 712661.61 712657.26 712646.53 712653.40 712642.84 712658.05 EASTING 559458.53 559487.97 559538.91 559567.78 559626.79 559651.01 559679.00 559685.49 559685.75 559698.89 559696.62 559698.33 559697.06 559710.03 559711.94 559713.62 559696.39 559628.75 559591.97 559574.81 559528.09 559490.21 559468.14 559437.75 559429.80 559422.15 559430.59 559438.03 559435.75 559459.00 559462.42 559479.90 559486.70 GRAVEL CONTROL POINTS POINT

62 559696.39 559628.75 559591.97 559574.81 559528.09 559490.21 559468.14 559437.75 559429.80 559422.15 559430.59 559438.03 559435.75 559459.00 559462.42 559479.90 559486.70 GRAVEL CONTROL POINTS POINT # GL-34 GL-35 GL-36 GL-37 GL-38 GL-39 GL-40 GL-41 GL-42 GL-43 GL-44 GL-45 GL-46 GL-47 GL-48 GL-49 GL-50 GL-51 GL-52 GL-53 GL-54 GL-55 GL-56 GL-57 GL-58 GL-59 GL-60 GL-61 GL-62 GL-63 GL-64 GL-65 NORTHING 712640.31 712573.51 712580.75 712566.29 712585.40 712583.58 712537.40 712517.25 712479.89 712450.80 712435.80 712419.81 712395.20 712383.72 712359.54 712341.85 712335.13 712326.82 712334.36 712313.90 712307.38 712325.07 712429.17 712475.39 712481.91 712464.23 712360.12 712489.98 712507.67 712625.40 712652.01 712677.78 EASTING 559526.46 559496.32 559480.29 559474.38 559431.44 559430.63 559409.39 559400.40 559383.73 559370.05 559364.62 559360.69 559356.84 559359.46 559379.31 559379.67 559385.21 559404.02 559396.44 559481.49 559496.10 559542.33 559588.82 559571.13 559556.52 559510.29 559463.83 559577.67 559623.88 559676.46 559677.11 559667.25 SYNERTECH DRIVEWAY APRON ELECTRICAL MANHOLE APRON SEE NOTE 11 SEE NOTE 12 PROPOSED PAD GRAVEL NOTES: CONSTRUCT DUCT BANK MANHOLE APRON PER DETAIL ON DWG.#792798. 12. CONSTRUCT SYNERTECH DRIVEWAY APRON PER DETAIL ON DWG.#792796. 11. AVENUE. REQUIREMENTS ALONG PROSPECT AVENUE AND MOUNT PLEASANT CONSTRUCT NEW CONCRETE CURB PER ESSEX COUNTY STANDARD 10. PUBLIC OR PRIVATE PROPERTY AS A RESULT OF CONSTRUCTION. CONTRACTOR SHALL RESTORE ANY DAMAGES INCURRED TO SURROUNDING 9. DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY CURB, SIDEWALK, OR LANDSCAPING 8. NECESSARY TO CONSTRUCT NEW FEATURES. DEMOLISH AND REMOVE CURBING AND OTHER EXISTING SITE FEATURES 7. CONTROL FOR THE PROJECT.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT AND ELEVATION 6. ALL DIMENSIONS ARE IN FEET (FT) UNLESS NOTED OTHERWISE. 5. PROCEEDING WITH WORK. NOTIFY THE ENGINEER AND RECEIVE WRITTEN RESOLUTION PRIOR TO DIFFER FROM THOSE SHOWN ON THE PLANS THE CONTRACTOR SHALL TO COMMENCEMENT OF CONSTRUCTION. SHOULD THE FIELD CONDITIONSCONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC INFORMATION PRIOR 4. VERTICAL CONTROL NECESSARY FOR CONSTRUCTION. CONTRACTOR SHALL ESTABLISH NEW BENCHMARKS FOR HORIZONTAL AND 3. UNITS = U.S. SURVEY FEET VERTICAL DATUM = NAVD-88 (GEOID 12A) HORIZONTAL DATUM = NAD-83 (2011). 2. FAIRFIELD NH, DATED 3/28/16 LAST REVISED

TRACTOR SHALL ESTABLISH NEW BENCHMARKS FOR HORIZONTAL AND 3. UNITS = U.S. SURVEY FEET VERTICAL DATUM = NAVD-88 (GEOID 12A) HORIZONTAL DATUM = NAD-83 (2011). 2. FAIRFIELD NH, DATED 3/28/16 LAST REVISED 7/11/2023. TOWNSHIP, ESSEX COUNTY, NEW JERSEY PREPARED BY DRESDNER ROBIN, BOUNDARY & TOPOGRAPHIC SURVEY, BLOCK 155 LOT 26.01, WEST ORANGE 1. 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 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.# 792793-A SOIL EROSION & SEDIMENT CONTROL PLAN 5. DWG.# 792792-AFENCE & GATE PLAN 4. DWG.# 792791-A STORM SEWER PROFILES 3. DWG.# 792790-A GRADING & DRAINAGE 2. DWG.# 792788-A REMOVAL PLAN 1. DP-1 DP-2 DP-3 DP-4 DP-5 DP-6 DP-7 DP-8 DP-9 DP-10 DP-11 DP-12 DP-13 DP-14 DP-15 DP-16 DP-17 DP-18 DP-19 DP-20 DP-21 DP-22 DP-23 DP-24 RP-1 RP-12 RP-4RP-5 RP-6 RP-7 RP-8 RP-9 RP-10 RP-11 RP-13 RP-14 RP-16 RP-3 RP-2 RP-15 RP-17 GL-1 GL-2 GL-3 GL-4 GL-5 GL-6 GL-7 GL-8 GL-9 GL-10 GL-13 GL-11 GL-12 GL-14 GL-15 GL-16 GL-17 GL-18 GL-19 GL-20 GL-21 GL-22 GL-23 GL-24 GL-25 GL-26 GL-27 GL-57 GL-49 GL-50 GL-48 GL-47 GL-46 GL-61 GL-62 GL-63 GL-64 GL-65GL-58 GL-59 GL-60 GL-31 GL-32 GL-33 GL-34 GL-35 GL-36 GL-37 GL-38 GL-39 GL-40 GL-41 GL-42 GL-43 GL-44 GL-45 GL-51 GL-52 GL-53 GL-54 GL-55 GL-56 GL-28 GL-30 GL-29 RW-9 RW-8 RW-7 RW-6 RW-5 RW-4 RW-3 RW-1 RW-2 XX-XX 16'-0" 24'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0"