M3_Development Plans Civil Plans

381 . 49 ' 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 M A RC ELL A ( W I D T H VA R I E S ) 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 N65°56'56"W 745.85 N 13 ° 41 ' 4 " E 599 . 74 ' MONUMENT FOUND MON. FOUND N 29 ° 13 ' 04 " E 383 . 26 ' ( 66 ' W I D E ) AV E NU E P R O SP E C T C OUN T Y R OAD 577 ( 66 ' W I D E ) AV E NU E P R O SP E C T C OUN T Y R OAD 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 WV INV 589.69 OUT (8" CLAY) NWRIM=597.22 SAN. MH 36 " TELE C ONDU I T 4" GAS MAIN GV GV GV GVGVGV RIM=575.80 MH TELE NOT IN SERVICE F.D.C. 6 " W A TE 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 GN 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) NEINV 585.91 IN (8" CLAY) SE RIM=592.70 SAN. MH WV HYD GV MW MW WV E DG E O F P AV E M E N T CURB CURB C ON CR ETE C U RB C ON CR ETE C U RB CURB C U RB C ON CR ETE C U RB ELEV.: 609.18 ROOF WALL BLOCK OVERHANG BUILDING BRICK CONTROL BUILDING 1 STORY 1 STORY SIDEWALK CONC. FOOTING (TYP.) (TYP.) FOOTINGCONC. 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 GH M ET A L F E N C E & BR I C K P I LL A R S 8 ' H I GH C HA I N L I NK F E N C E PAD CONC. ELEV.: 613.98 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 599.90 ELEV.: FLOOR LINK FENCE 8' HIGH CHAIN (TYP.) CONCRETE OVERHANG WIRE

LIGHTNING MAST TOP ELEV.: 669.38 LIGHTNING MAST TOP ELEV.: 673.37 LIGHTNING MAST TOP ELEV.: 672.52 LIGHTNING MAST RAIL GUIDE 599.90 ELEV.: FLOOR LINK FENCE 8' HIGH CHAIN (TYP.) CONCRETE OVERHANG WIRE TRENCH TRENCH WIRE DRIVEWAY PAVED DRIVEWAY PAVED DRIVEWAY PAVED DRIVEWAY PAVED PAVEMENT VU (ON GARAGE FLOOR) ELEV.: 602.96 BENCHMARK FOUND TRANSFORMER WITH CONC. PAD (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 BOX DOT DOT BOX GUY W I R E BOX DOT T / S T / S 66589 BT70WO 67107WO 8 ' H I GH C HA I N L I NK F E N C E 6' HIGH CHAIN LINK FENCE 8 ' C HA I N L I NK F E N C E 8 ' C HA I N L I NK F E N C E F E N C E 8 ' H I GH C HA I N L I NK 624.22 ELEV.: ROOF TOP ELEV.: 672.70 LIGHTNING MAST 668.29 ELEV.: TOP LM TOP ELEV.: 669.18 LIGHTNING MAST TOP ELEV.: 668.87 LIGHTNING MAST GATE L I NK F E N C E 8 ' H I GH C HA I N RAILING PAD CONC FLOOR ELEV:602.92 ROOF ELEV:671.79 BRICK BUILDING MULTI- STORY DRIVEWAY PAVED TRENCH WIRE SIDEWALK SIDEWALK PAVEMENT VU GRAVEL AREA U/P#7942 U / P #1646 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=586.03HOOD 586.73 'B' INLET INV=584.95 IN SE INV=585.91 IN S INV=584.36 OUTGR=590.21 'B' INLET RIM=592.55 TEL. MH 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 N C H D R A I N RIM=602.35 CIR. GRATE RIM=602.19 MANHOLE 12 " C PP 15 " C PP INV=574.09 OUTINV=574.14 INGR=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 A P 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 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 RIM=601.48 MANHOLE GR=622.10 HOOD=622.42 B INLET 12 " C PP RIM=602.00 MANHOLE 8"

E 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 RIM=601.48 MANHOLE 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=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 LE C . C ON D U I T ELEC. CONDUIT RIM:610.84 ELECTRIC MH R I M : 614 . 25 ELE C T R I C M H R I M : 617 . 91 ELE C T R I C M H ELECTRIC MH RIM:621.91 DO T B OX ELE 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=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 ELE C T R I C M H R I M : 624 . 74 R I M : 627 . 71 ELE C T R I C M H R I M : 618 . 71 ELE C T R I C M H ELE C M H R I M : 625 . 35 ELE C T R I C M H R I M : 625 . 12 RIM=604.67 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 TELE M H R I M : 620 . 63 TELE 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=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) S INV 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

ITRIM=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.=601.33 12" 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 OUT ELECTRIC MARK OUT ELECTRIC MARK OUT ELECTRIC MARK OUT ELECTRIC MARKOUT FIBER OPTIC MARKOUT ELECTRIC RIM=602.71 P.S. MH APPROX. LOC. MH RIM:609.31 P.S. MH 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 GV 12" GAS LINE 4" GAS MAIN GV GV GV GVGVGV GV 4" GAS MAIN GV GV GV GV 4/5/24). (GPR INVESTIGATED 12"GAS LINE AT 3' DEPTH 12" GAS MAIN 12 " GA S M A I N 12 " GA S M A I N 12 " GA S 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 627 625 623 622 618 612 610 606 605 603 599 585 586 587 584 600 628 615 614 609 608 597 592 593 625 610 605 625 617 616 613 611 602 601 604 598 603 604 605 607 608 609 611 588 589 590 591 580 600 599 580 585 590 595 575 615 620 626 624 621 620 619 607 604 600 599 602 602 606 610 613 614 594 595 583 582 581 601 620 615 616 612 R=544.44 L=154.39 =15°40'20" CH=S21°22'54"W 153.91 D D D D D D D D D D D 605 604 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 # PXO65 0 LO CKE CAT# P XO650 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 6 5 3 4 2 1 H 3 H 2 H 1 H 0 C L r eac t o r C L r e ac t o r C L c o r e a n d f r a m e 6 5 3 4 2 1 60 ° 60 ° 60 ° 60 ° 6 0 ° 60 ° 60 ° 60 ° 60 ° 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

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 REVEIW 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 GRADING & DRAINAGE PLAN YARD 792790 L. POTGIETER S. MACALUSO -- --9DWESTORNGLC 01/26/24 230/26/4KV 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 STRUCTURE TO CENTER OF STRUCTURE.STRUCTURE. COORDINATES FOR STORM SEWER PIPE IS FROM CENTER OFCOORDINATES FOR STORM SEWER STRUCTURES IS AT CENTER OF 10. MAXIMUM PROPOSED SLOPES ARE 3:1 UNLESS OTHERWISE NOTED. 9. POND ON SITE BOTH DURING AND AFTER CONSTRUCTION. ALL AREAS SLOPE TO DRAIN AND NO STORMWATER IS ALLOWED TO PROVIDE UNIFORM SLOPE BETWEEN INDICATED ELEVATIONS SO THAT 8. INSTALLED ON SITE PRIOR TO ANY CONSTRUCTION ACTIVITY. FENCE DURING CONSTRUCTION AND THE SNOW FENCE SHALL BE ALL NON-DISTURBED AREAS ON SITE SHALL BE DEMARCATED BY SNOW 7. AND SEDIMENT CONTROL PLAN. TO WITHIN THE DISTURBANCE LIMITS SHOWN ON THE SOIL EROSION CONTRACTOR SHALL CONFINE GRADING AND CONSTRUCTION ACTIVITIES 6. MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION ACTIVITIES. CONTRACTOR TO NOTIFY NEW JERSEY ONE CALL AT 1-800-272-1000 A 5. OF PAVEMENT ELEVATION. ELEVATIONS SHOWN ON THIS DRAWING ARE FINISHED GRADE/TOP 4. SITE PROTECTIVE BARRIERS (APR. 2021) D: NO. '17-CIVIL 20-STATION PERIMETER FENCING AND MISCELLANEOUS CONSTRUCTION STANDARDS (JUL. 2019) C: NO. '19-CIVIL 18-CIVIL/STRUCTURAL/ENVIRONMENTAL DESIGN AND B: NO. '15-CIVIL 05-EXCAVATION AND TRENCHING (OCT. 2021) A: NO. '16-CIVIL 04-PAVING (DEC. 2021) THE PROJECT SPECIFICATION AND PSE&G GENERAL SPECIFICATIONS: ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH 3. DATED JANUARY 17, 2023 INC. SITE GEOTECHNICAL REPORT AS PREPARED BY GZA GEOENVIRONMENTAL, EARTHWORK SHALL BE PERFORMED IN CONFORMANCE WITH THE 2. ELEVATIONS ARE BASED ON VERTICAL DATUM

ORDANCE WITH 3. DATED JANUARY 17, 2023 INC. SITE GEOTECHNICAL REPORT AS PREPARED BY GZA GEOENVIRONMENTAL, EARTHWORK SHALL BE PERFORMED IN CONFORMANCE WITH THE 2. ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD-88. 1. T R U E NO R T H NORTH CALLED 24 . 05 ° LEGEND: PROPERTY LINE EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING PAD GRAVEL EXISTING CHAIN LINK FENCE EXISTING TREE LINE EXISTING SANITARY SEWER EXISTING BURIED GAS LINEEXISTING OVERHEAD UTILITY LINE EXISTING BURIED WATER LINE EXISTING BURIED ELECTRIC LINE PROPOSED MACADAM PAVEMENT DRIVE EXISTING MACADAM PAVEMENT DRIVE TRENCH DRAIN PROPOSED STORM STRUCTURE PROPOSED UNDERDRAIN PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS D PROPOSED PAD GRAVEL EXISTING DUCT BANKPROPOSED DUCT BANK 11-06-23 ISSUED FOR REVIEWB PROPOSED STORM PIPE PROPOSED GRAVITY RETAINING WALL 600.00 600 . 25 600 . 50 600.25 598 600 601 602 603 604 605 603 604 604 600.00 - 2 . 5 % - 1 . 0 % 2-29-24C ISSUED FOR REVIEW - 5 . 0 % 599 600 . 00 600 . 00 0Per S D - 04 S D - 05 S D - 07 S D - 08 S D - 10 S D - 12 S D - 21 S D - 22 S D - 23 SD-24 S D - 25 S D - 26 STORM SEWER STRUCTURE SCHEDULE STRUCTURE DESCRIPTION EASTING CB-01 CS-01 CS-02 CS-03 CS-04 CS-05 MH-01 MH-02 MH-03 MH-04 MH-05 MH-06 MH-07 MH-08 712542.64 712478.12 712418.81 712300.70 712255.24 712299.07 559686.30 559658.76 559633.43 559586.04 559504.07 559401.80 712446.94 559676.95 559681.92712428.54 712394.25 559663.53 712394.76 712268.91 712232.49 559518.70 559593.97 559644.72 559161.40 559373.16 712294.28 712404.24 CATCH BASIN STRUCTURE OUTLET CONTROL 48" DIA. MANHOLE 48" DIA. MANHOLE 48" DIA. MANHOLE 48" DIA. MANHOLE 48" DIA. MANHOLE 48" DIA. MANHOLE 48" DIA. MANHOLE 48" DIA. MANHOLE ELEVATION RIM 602.00 602.40 601.40 601.15 599.65 599.65 605.36 606.18 605.03 602.85 602.82 603.48 587.55 597.13 NORTHING TRENCH DRAIN STRUCTURE SCHEDULENAME (FT) LENGTH TD-1 TD-2 TD-3 TD-4 606.00 604.25 601.81 600.77 604.00 603.30 601.22 599.88 67.23 33.97 133.72 54.61 STARTSTART 608.00 606.25 603.81 602.77 606.00 605.30 603.22 601.88 END INVERT COORDINATES 712513.53, 559704.91 712429.14, 559678.63 712397.82, 559642.37 712286.65, 559543.60 712451.60, 559678.74 712399.17, 559662.64 712273.71, 559592.58 712237.03, 559520.78 D 5-08-24 ISSUED FOR PERMITTING 2.97 2.80 0.44 1.63 INSULATED FOOTING 8' HIGH AMERISTAR FENCE (NEW) WITH 8' HIGH AMERISTAR FENCE (NEW) AMERISTAR/CHAINLINK) ISOLATION PANEL

9592.58 712237.03, 559520.78 D 5-08-24 ISSUED FOR PERMITTING 2.97 2.80 0.44 1.63 INSULATED FOOTING 8' HIGH AMERISTAR FENCE (NEW) WITH 8' HIGH AMERISTAR FENCE (NEW) AMERISTAR/CHAINLINK) ISOLATION PANEL (TO MATCH S D - 01 STORM SEWER STRUCTURE SCHEDULE NAME (FT) LENGTH DOWNSTREAM INVERT EL. SD-01 SD-02 SD-03 SD-04 SD-05 SD-06 SD-07 SD-08 SD-09 SD-10 SD-11 SD-12 SD-21 597.81 604.00 596.79 596.35 603.30 595.71 597.04 603.95 596.60 595.96 603.25 595.52 595.27 593.92 601.17 601.22 593.67 592.83 599.88 592.58 591.58 590.61 591.00 599.83 588.45590.36 78.00 5.00 19.06 38.91 5.00 18.81 135.70 5.00 83.62 5.00 158.11 64.50 127.26 SLOPE 1.50 UPSTREAM INVERT EL. UPSTREAM INVERT COORDS. DOWNSTREAM INVERT COORDS. MATERIAL 12" RCP 12" RCP 12" RCP 18" RCP 18" RCP 12" RCP 18" RCP 18" RCP 12" RCP SD-22 586.80588.2093.73 SD-23 584.88586.55 111.27 SD-24 580.69584.63262.42 SD-25 580.00580.44 29.44 SD-26 31.50 598.38 598.06 1.00 12" RCP MH-21 48" DIA. MANHOLE 712518.86 559707.14 607.65 INVERT BOTTOM 598.38 591.58 590.36 588.20 586.55 584.63 596.79 596.35 595.52 592.58 592.83 593.92 580.44 591.00 597.81 STRUCTURE OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE OUTLET CONTROL 1.50 1.50 1.50 1.50 1.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SLOPEINVERT END ELEVATION INVERT RIM ELEVATION START END 602 . 21 601 . 99 601 . 00 601 . 25 - 2 . 3 % - 0 . 7 % - 1 . 2 % - 1 . 9 % - 0 . 2 % - 1 . 1 % 602 . 95 602 . 95 602 . 95 602. 45 601 . 25 601 . 50 601 . 50 602 . 50 602 . 80 602 . 50 602 . 99 602 . 99 602 . 70 602 . 60 601 . 75 602 . 63 602 . 73 602 . 70 602 . 61 602 . 78 601 . 62 602 . 32 602 . 50 602 . 00 602 602 603 604 606 559681.92 712428.54 559662.64 712399.17 559644.72 712394.76 559593.97 712268.91 559592.58 712273.71 559518.70 712232.49 559520.78 712237.03 559518.70 712232.49 559658.76 712478.12 559633.43 712418.81 559586.04 712300.70 559504.07 712255.24 559401.80 712299.07 559161.40 712404.24 559676.95 712446.94 559681.92 712428.54 559663.53 712394.25 559663.53 712394.25 559663.53 712394.25 559644.72 712394.76 559593.97 712268.91 559593.97 712268.91 559518.70 712232.49 559373.16 712294.28 559633.43 712418.81 559586.04 712300.70 559504.07 712255.24 559401.80 712299.07 559161.40 712404.24 559148.53 712377.76 559678.74 712451.60 559676.95 712446.94 559686.37 712542.53 559707.14 712518.86 559707.14 712518.86 559676.95 712446.94 12" RCP 12"

12255.24 559401.80 712299.07 559161.40 712404.24 559148.53 712377.76 559678.74 712451.60 559676.95 712446.94 559686.37 712542.53 559707.14 712518.86 559707.14 712518.86 559676.95 712446.94 12" RCP 12" RCP 15" RCP 15" RCP 15" RCP 18" RCP 12" RCP 18" RCP NOTES: 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 605 604 REFERENCE DRAWINGS: DWG.# TR-03TREE REMOVAL NOTES & DETAILS 13. DWG.# TR-02 TREE REMOVAL NOTES & DETAILS 12. DWG.# TR-01 TREE 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-A FENCE & GATE PLAN 4. DWG.# 792791-A STORM SEWER PROFILES 3. DWG.# 792789-A CIVIL SITE PLAN 2. DWG.# 792788-A REMOVAL PLAN 1. BR-04 BR-03 BR-02 BR-01 TD-04 TD-03 TD-02 TD-01 BR-05 TIE INTO EXISTING MANHOLE 24'-0" MH-02 MH-03 MH-04 MH-05 MH-06 MH-07 MH-08 (EXISTING) CB-01 CS-01 CS-02 CS-03 CS-04 CS-05 MH-21 SD-03 SD-06 SD-09 SD-11 BR-1 PROFILE ALIGNMENT BR-2 PROFILE ALIGNMENT BR-3 PROFILE ALIGNMENT BR-4 PROFILE ALIGNMENT BR-5 PROFILE ALIGNMENT SD-02 MH-01