M3_Development Plans Civil Plans

D D D D D D D D D D D 381 . 49 ' S65°56'56"E 797.86' BLOCK 155 LOT 26.01 N/F PUBLIC SERVICE ELECTRIC & GAS CO. D-2367 & D-6764 AREA=1,017,656 S.F. 23.363 SWITCHING STATION WEST ORANGE 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 N33°08'45"E 212.75' EASEMENT 10' WIDE 178 . 29 ' S33° 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' 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 ' MONUMENT FOUND MON. FOUND N 29 ° 13 ' 04 " E 383 . 26 ' AVE NU EP R O SPE C T AVENUE MOUNT PLEASANT 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 36 " T E L E C O NDU I T GVNOT IN SERVICE F.D.C. R I M : 629 . 53 M H HYD 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 MW MW E D G E O F PAVE M E N T C O NCR E T E CUR B C O NCR E T E 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 U/P#BT67 U/P#BT66 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#BT065 U/P#55103 BOX DOT 8 ' H I G H CH A I N L I N K F E NC E 6' HIGH CHAIN LINK

ICK TRANSFORMER WITH CONC. PAD (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) CONCRETE (TYP.) FOOTING CONC. U/P#BT065 U/P#55103 BOX DOT 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 PAVEMENT VU GRAVEL AREA U/P#7942 U / P #1646 (TYP.) BOLLARD GATE U/P W/ANTENNAA U/P U/P U/P TRENCH WIRE SIDEWALK SIDEWALK INV=588.05 15" CPP FLARED END 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 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=602.46GR=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 12 " C PP RIM=602.00 MANHOLE 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 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.

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 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' 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) NE INV 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 OUT ELECTRIC MARK OUTELECTRIC MARK OUTELECTRIC MARK OUT ELECTRIC MARKOUT FIBER OPTIC MARKOUT ELECTRIC RIM=602.71 P.S. MH APPROX. LOC. MH RIP RAP SIGN 311.2' RIM=??? MH GV GV 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

=602.71 P.S. MH APPROX. LOC. MH RIP RAP SIGN 311.2' RIM=??? MH GV GV 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 627 625 623 622 618 612 610 606 605 603 599 585 586 587 584 628 615 614 609 608 597 592 593 605 606 607 625 617 616 613 611 602 601 604 598 603 604 605 607 608 609 611 588 589 590 591 600 602 603 580 600 599 626 624 621 620 619 607 604 600 599 602 602 606 610 613 614 594 595 601 583 582 581 601 620 615 616 612 CAT# PXO650CAT# PXO650CAT# PXO650 X1H0 X0 H1 X2 X3 Y2Y1 Y3 H2 H3 5 3 1 6 4 2 CAT# PXO650CAT# PXO650CAT# PXO650 X1H0 X0 H1 X2 X3 Y2Y1 Y3 H2 H3 CAT# PXO65 0CA T# PXO650CAT# PXO65 0 H 1 H 2 H3 X 1H 0 X0 X2 X 3 Y 2Y 1 Y3 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 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 3000 A M P W G ND S W 300 0 A M P W G ND S W C L r e a c t o r C L r ea c t o r C L c o r e a nd f r a m e 6 5 3 4 2 1 6 0 ° 60 ° 60 ° 60 ° 60 ° 60 ° 60 ° 60 ° 60 ° S C 13 " PROPERTY LINE 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 DUCT BANK EXISTING DUCT BANK PROPOSED FENCE PROPOSED GRAVITY RETAINING WALL T RU E N O R T H NORTH CALLED 24 . 05 ° EXISTING FENCE (VARIOUS) ISOLATION PANEL (TO MATCH AMERISTAR/CHAINLINK) WITH INSULATED FOOTING 8' HIGH AMERISTAR FENCE (NEW) 8' HIGH AMERISTAR FENCE (NEW) NOTES: LEGEND: ON DWG. 792797 SLIDE GATE, SEE DETAIL 30'-0" MOTOR OPERATED DETAIL ON DWG. 792797 , SEE 3'-0" PEDESTRIAN GATE ON DWG. 792797 , SEE DETAIL SLIDE GATE 24'-0" MOTOR OPERATED DETAIL ON DWG. 792797 , SEE 20'-0" SWING GATE DETAIL ON DWG. 792797 , SEE 3'-0" PEDESTRIAN GATE ON DWG. 792797 , SEE DETAIL SLIDE GATE 20'-0" MOTOR OPERATED ON DWG. 792797 , SEE DETAIL SLIDE GATE 20'-0" MOTOR OPERATED FENCE POST CONNECT TO EXISTING FENCE POST CONNECT TO EXISTING GATE POST GATE POSTFENCE POST GATE POST GATE POSTFENCE POST FENCE POST FENCE POST CORNER POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST CORNER POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE

E POSTFENCE POST FENCE POST FENCE POST CORNER POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST CORNER POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST CORNER POST CORNER POST FENCE POST GATE POST GATE POSTFENCE POST CORNER POST FENCE POST FENCE POST GATE POST GATE POSTFENCE POST CORNER POST GATE POST GATE POST CORNER POST FENCE POST GATE POST GATE POST GATE POST GATE POST GATE POST CORNER POST GATE POST GATE POST GATE POST PANEL ISOLATION PANEL ISOLATION PANEL ISOLATION PANEL ISOLATION PANEL ISOLATION PANEL ISOLATION PANEL ISOLATION PANELISOLATION PANELISOLATION PANELISOLATION PANELISOLATIONPANELISOLATION PANELISOLATION PANELISOLATION PANELISOLATION PANELISOLATION PANELISOLATION PANELISOLATION PANELISOLATION PANELISOLATION FENCE POST CONNECT TO EXISTING FENCE POST CONNECT TO EXISTING FENCE CONTROL POINTS POINTS GATE POST NORTHING EASTING TYPE 232 ' - 8 " 10 ' - 0 " 70 ' - 0 " 8 ' - 0 " 72 ' - 0 " 8 ' - 0 " 56 ' - 8 " 8 ' - 0 " 52 ' - 0 " 60 ' - 0 " 8 ' - 0 " 408 ' - 0 " 190'-0"52'-6"390'-0" 128 ' - 0 " 8 ' - 0 " 80 ' - 0 " 8 ' - 0 " 80 ' - 0 " 8 ' - 0 " 86 ' - 0 " 10 ' - 0 " A BREV DATE DESCRIPTION ISSUED FOR PERMITTING KANSAS CITY, MO 64114 9400 WARD PARKWAY ENGINEERING COMPANY, INC. BURNS & MCDONNELL 0 REVISION NUMBER . CHANGES AS INDICATED BY THE FOLLOWING SEAL ASSUMES RESPONSIBILITY FOR THE THE REGISTRANT OF THE NEWLY APPLIED2-29-24 5-8-24 - - - - ISSUED FOR REVIEW N.J. PROFESSIONAL ENGINEER C.O.A. NO. 24GA28066400 MICHAEL J. BLAKE LIC. NO. 24GE05521600 REVISION DATE DESCRIPTION APD CKD EXDDSDNO // // // // // // 792792 CHECKED SCALE DATE EXAMINED APPROVED DRAWN PUBLIC SERVICE ELECTRIC AND GAS COMPANY ELECTRIC DELIVERY COMPANY-ASSET RELIABILITY, NEWARK N.J. A WBS 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 M. BUSSINGER 02/28/249DWESTORNGLC S. MACALUSO 1"=40'-0" WEST ORANGE SWITCHING STATION 230/26/4KV OUTDOOR SUBSTATION PERIMETER FENCE PLAN YARD CIVIL GENERAL NOTES 1 1 THIS DRAWING IS SHEET NO OF SHEETS.THIS DRAWING SUPERSEDES: NONE DRAWING NO: THIS DRAWING FOR LIST OF REFERENCE DRAWINGS SEEDO NOT SCALE - USE DIMENSIONS ONLY. USE PRINTS OF LATEST REVISION ONLY. 0Per 0 80'40' SCALE IN

EET NO OF SHEETS.THIS DRAWING SUPERSEDES: NONE DRAWING NO: THIS DRAWING FOR LIST OF REFERENCE DRAWINGS SEEDO NOT SCALE - USE DIMENSIONS ONLY. USE PRINTS OF LATEST REVISION ONLY. 0Per 0 80'40' SCALE IN FEET 712252.55 712299.29 712292.77 712318.37 712618.71 712657.73 712683.95 712711.84 712778.57712763.97 712697.27 712677.78 712652.01 712625.40 712507.66 712489.99 712511.54 712531.00 712559.75712583.60 712537.40 712554.93 712545.15 712525.71 712509.88 712483.11 712366.65 712348.97 712359.54 712383.72 712313.90 712307.38 712325.07 712429.16 712475.39 712481.91 712464.23 712360.12 712341.85 712334.37 712268.78 712302.27 712289.18 712292.40 712279.06 712295.02 712413.16 712470.06 712499.31 712533.61 712548.15 712565.28 712594.74 559428.97 559474.97 559489.57 559556.86 559690.99 559692.06 559682.02 559655.36 559505.93 559499.41 559648.85 559667.25 559677.11 559676.46 559623.91 559577.65 559529.40 559510.99 559483.99 559430.60 559409.39 559455.54 559477.47 559495.88 559501.93 559501.20 559449.22 559402.96559379.31 559359.46 559481.49 559496.10 559542.33 559588.82 559571.13 559556.52 559510.29 559463.80 559379.67 559396.44 559391.86 559458.53 559487.97 559538.91 559567.78 559574.90 559626.79 559651.01 559663.70 559679.00 559685.49 559685.75 559698.89 EXISTING PAD GRAVEL PROPOSED MACADAM PAVEMENT DRIVE EXISTING MACADAM PAVEMENT DRIVE PROPOSED PAD GRAVEL TRENCH DRAIN 32'-9" 10'-0" 3'-3" 712586.94 559027.19 CORNER POST CORNER POST CORNER POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST FENCE POST 10 ' - 0 " 30 ' - 0 " 10 ' - 0 " 30 ' - 0 " 10 ' - 0 " 30 ' - 0 " 10 ' - 0 " 15 ' - 8 " 3 ' - 0 " 20 ' - 0 " 10 ' - 0 " 178 ' - 8 " 3 ' - 0 " 45 ' - 0 " 21 ' - 9 " 30 ' - 11 " 712557.75 559020.23 712548.03 559017.91 712518.85 559010.95 712509.12 559008.63 712479.94 559001.67 712470.21 558999.35 712456.22 559029.00 712445.44 559027.73 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 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 2.3. (GEOID 12A) UNITS = U.S. SURVEY FEET HORIZONTAL DATUM = NAD-83 (2011). VERTICAL

SSEX COUNTY, NEW JERSEY PREPARED BY DRESDNER ROBIN, BOUNDARY & TOPOGRAPHIC SURVEY, BLOCK 155 LOT 26.01, WEST ORANGE 2.3. (GEOID 12A) UNITS = U.S. SURVEY FEET HORIZONTAL DATUM = NAD-83 (2011). VERTICAL DATUM = NAVD-88 4. 5. ALL DIMENSIONS ARE IN FEET(FT) UNLESS NOTED OTHERWISE. 6. CONTROL FOR THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT AND ELEVATION DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL REPAIR ANY CURB, SIDEWALK, OR LANDSCAPING PUBLIC OR PRIVATE PROPERTY AS A RESULT OF CONSTRUCTION. CONTRACTOR SHALL RESTORE ANY DAMAGES INCURRED TO SURROUNDING REFERENCE DRAWINGS: DWG.# TR-03 TREE REMOVAL NOTES & DETAILS 13. DWG.# TR-02 TREE 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 SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS SH2 7. DWG.# 792794-A SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS SH1 6. DWG.# 792793-A SOIL EROSION & SEDIMENT CONTROL 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. FP-1 FP-2 FP-3 FP-4 FP-5 FP-6 FP-7 FP-8 FP-9 FP-10 FP-11 FP-12 FP-13 FP-14 FP-15 FP-16 FP-17 FP-18 FP-19 FP-20 FP-21 FP-22 FP-23 FP-24 FP-25 FP-26 FP-27 FP-28 FP-29FP-30 FP-31 FP-32 FP-33 FP-34 FP-35 FP-36 FP-37 FP-38 FP-39 FP-40 FP-41 FP-42 FP-43 FP-44 FP-45 FP-46 FP-47 FP-48 FP-49 FP-50 FP-51 FP-52 FP-53 FP-1 FP-2 FP-3 FP-4 FP-5 FP-6 FP-7 FP-8 FP-9 FP-10 FP-11 FP-12 FP-13 FP-15 FP-14 FP-17 FP-16 FP-20 FP-19 FP-22 FP-21 FP-24 FP-23 FP-26 FP-25 FP-28 FP-27 FP-18 FP-62 FP-54 FP-55 FP-56 FP-57 FP-58 FP-59 FP-60 FP-61 FP-29FP-30 FP-31 FP-32 FP-33 FP-34 FP-35 FP-36 FP-37 FP-38 FP-39 FP-40 FP-41 FP-42 FP-43 FP-44 FP-45 FP-46 FP-47 FP-48 FP-49 FP-50 FP-51 FP-52 FP-53 7'-6" 384'-6" 97'-6" 103'-2" 20'-0" 70'-10" 10'-0" 3'-0" 75'-6" FP-54 FP-55 FP-56 FP-57 FP-58 FP-59 FP-60 FP-61 FP-62