2025 12 08_West Orange Concept Plan Sheets

602 381 . 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 M A RC ELL A ( W I D T H VA R I E S ) 270 . 86 ' S 13 ° 32 ' 44 " W DEED BOOK 12368, PAGE 9091 N/F PROSPECT OF NJ CORPO 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 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 ' 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) 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 RIM=575.80 MH TELE NOT IN SERVICE F.D.C. 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 4" GAS MAIN INV 603.38 OUT (8" CLAY) NW INV 603.43 IN (8" CLAY) SE RIM=607.08 SAN. MH 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 H Y D G V 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 WALL BLOCK WALL BLOCK OVERHANG BUILDING BRICK 1 STORY CONTROL BUILDING 1 STORY 1 STORY SIDEWALK CONC. FOOTING (TYP.) (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 8 ' H I G H CH A I N L I N K F E NC E PAD CONC. ELEV.: 613.98 FLOOR 599.22 ELEV.: FLOOR TOP ELEV.:

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.: 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 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 TRANSFORMER WITH CONC. PAD (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) FOOTING CONC. 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 G U Y W I R E BOX DOT T / S 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 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 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 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

NV=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" 30" 12" 36" 14" 13" 31" 10" 22" 17" 26" 24" 30" 46" 37" 49" 12" 11" 12" 24" 7" 18" 25" 13" 13" 14" 10" 10" 8" 8" 12" 13" 8"8" 6" 10" 14" 4' 7" 7" 26" 22" 36" 4' 5" 6" 6" 7" 7" 10" 36" 12" 7" 7" 12" 35" 8" 6" 32" 7" 10" 7" 6" 14" 6" 6" 18" 6" 17" 29" 24" 46" 5" 16" 6"6" 6" 6" 8" 7" 8" 7" 7" 7" 8" 7" 7" 6" 10" 10" 6" 6" 12" 7" 6" 13" 31" 6" 11" 7" 20" 16" 14" 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" 24" 24" 12" 12" 8" 30" 6" 24" 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 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 Y=712646.0579 X=559449.8741 24" 12" 28" 24" 60" 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 5" 6" 6" 24" 6" 26" 31" 30" 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 (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- TP-7 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 4" GAS MAIN G V 4" GAS MAIN 4/5/24). (GPR INVESTIGATED 12"GAS LINE AT 3' DEPTH 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 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCK E C AT # PXO 65 0 LO CKE CAT # PXO65 0 LO CK E C AT# P XO 650 TT 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

# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCKE CAT# PXO650 LOCK E C AT # PXO 65 0 LO CKE CAT # PXO65 0 LO CK E C AT# P XO 650 TT 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 6 5 3 4 2 1 0 60'30' SCALE IN FEET / / / / / / / / / / / / REVISION DATE DESCRIPTION APDCKD EXDNO DWN WEST ORANGE SWITCHING STATION CONCEPTUAL GRADING & DRAINAGE PLAN YARD 792790 M. GENTRY S. MACALUSO -- --9DWESTORNGLC 12/3/2025 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. CONSTRUCTION. STORMWATER IS ALLOWED TO POND ON SITE BOTH DURING AND AFTEROTHERWISE NOTED, SO THAT ALL AREAS SLOPE TO DRAIN AND NO PROVIDE UNIFORM SLOPE BETWEEN INDICATED ELEVATIONS, UNLESS 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) PROJECT SPECIFICATION AND PSE&G GENERAL SPECIFICATIONS: ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 3. INC. DATED JANUARY 17, 2023. 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 RU E N O R T H NORTH CALLED 24 . 05 ° LEGEND: PROPERTY LINE EXISTING MAJOR

EOENVIRONMENTAL, EARTHWORK SHALL BE PERFORMED IN CONFORMANCE WITH THE 2. ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD-88. 1. T RU E N O R T H NORTH CALLED 24 . 05 ° LEGEND: PROPERTY LINE EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS EXISTING PAD GRAVEL PROPOSED MACADAM PAVEMENT DRIVE EXISTING MACADAM PAVEMENT DRIVE PROPOSED TRENCH DRAIN PROPOSED STORM STRUCTURES PROPOSED UNDERDRAIN PROPOSED MAJOR CONTOURS PROPOSED MINOR CONTOURS PROPOSED PAD GRAVEL PROPOSED DUCT BANK PROPOSED STORM PIPE 603 604 603 604 602 601 604603 602 600 12-08-25F ISSUED FOR PERMITTING E 8-09-24 ISSUED FOR REVIEW ISSUED FOR PERMITTING5-08-24D C 2-29-24 ISSUED FOR REVIEW ISSUED FOR REVEIW11-06-23B REV DATE DESCRIPTION 0REVISION NUMBER . CHANGES AS INDICATED BY THE FOLLOWING SEAL ASSUMES RESPONSIBILITY FOR THE THE REGISTRANT OF THE NEWLY APPLIED KANSAS CITY, MO 64114 9400 WARD PARKWAY ENGINEERING COMPANY, INC. BURNS & McDONNELL PROPOSED GRASSED SWALE BMP EXISTING CHAIN LINK FENCEEXISTING TREE LINE EXISTING SANITARY SEWER EXISTING BURIED GAS LINE EXISTING OVERHEAD UTILITY LINE EXISTING BURIED WATER LINE EXISTING BURIED ELECTRIC LINE INSULATED FOOTING 8' HIGH AMERISTAR FENCE (NEW) WITH 8' HIGH AMERISTAR FENCE (NEW) AMERISTAR/CHAINLINK) ISOLATION PANEL (TO MATCH PROPOSED DUCT BANK UNDERGROUND BASIN BMP PROPOSED MODULAR 0Per 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.# 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.# 792789-A CIVIL SITE PLAN 2. DWG.# 792788-A REMOVAL PLAN 1. 625 585 615 625 605 590 580 600 595 615 620 620 610 595 620 615 R=544.44 L=154.39 =15°40'20" CH=S21°22'54"W 153.91 C EXISTING MANHOLE TIE INTO 24'-0" TRENCH DRAIN PROPOSED DETETION BASIN WEST UNDERGROUND DETENTION BASIN EAST UNDERGROUND TRENCH DRAIN PROPOSED ACCESS DRIVE PROPOSED 12" RCP INTO BASIN CONNECT EXISTING DUCTBANKS MANHOLE

TIE INTO 24'-0" TRENCH DRAIN PROPOSED DETETION BASIN WEST UNDERGROUND DETENTION BASIN EAST UNDERGROUND TRENCH DRAIN PROPOSED ACCESS DRIVE PROPOSED 12" RCP INTO BASIN CONNECT EXISTING DUCTBANKS MANHOLE A AND RELOCATED @ 1% SLOPE BOTTOM GRASS SWALE PROPOSED 4' FLAT CATCH BASIN PROPOSED STORMWATER PIPES PROPOSED (TYP.) PROPOSED STORM MANHOLE EXISTING MANHOLE TIE INTO