2025 12 08_West Orange Concept Plan Sheets

/ / / / / / / / / / / / REVISION DATE DESCRIPTION APDCKD EXDNO DWN WEST ORANGE SWITCHING STATION CIVIL DETAILS DETAILS 792798 L. POTGIETER S. MACALUSO -- --9DWESTORNGLC 02/20/23 230/26/4KV OUTDOOR SUBSTATOIN CIVIL 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 NOT TO SCALE 10'-0" 10'-0" AA SECTION A-A CONCRETE 12" THICK PLAN VIEW AND COVER MANHOLE FRAME SPECIFIED BACKFILL AS MANHOLE APRON BOTH WAYS #4 @ 6" O.C. (SEE DWG.#764775-A MATCH GRADE ELEVATION PSI CONC 4,500 SH 3 NONE SWITCHING STATION WEST ORANGE West Orange, NJ 07052 325 Mt. Pleasant Ave. 40.790309°,-74.255168° TO CENTERS 1" FROM EDGES ⅜" HOLE X8 CORNERS ¼" ROUNDED 1.2" 1.3" 1.75" 1.98" 3" WHITE BACKGROUND PRINTED BLACK ON ALL GRAPHICS TYPICAL STATION SIGN DET. NOTES: SIGNS SHALL BE MOUNTED WITH NYLON ANTI-THEFT BRACKETS. 5. SIGNS SHALL BE NON CONDUCTIVE MATERIAL. METAL SIGNS ARE PROHIBITED. 4. PLEASANT AVE DRIVE GATES. "NO TRESPASSING" SIGNS SHALL BE PLACED ON ALL PROPSPECT AVENUE AND MT 3. PLEASANT AVE DRIVE GATES. STATION IDENTIFICATION SIGN SHALL BE MOUNTED ON ALL PROPSPECT AVENUE AND MT 2. THEY SHALL BE PLACED AT A HEIGHT OF 5 FT. 50' SPACING AT MID-SPAN OF THE TYPICAL 10 FT. FENCE PANEL AND ALL GATE LEAFS. DANGER HIGH VOLTAGE SIGN SHALL BE MOUNTED TO EXTERIOR OF SECURITY FENCE AT 1. TO CORNERS ⅝" FROM EDGES ⅜" HOLE X6 ⅜" ROUND CORNERS 1.65" .75" 1.1" .43" .30" " ROUND CORNERS4 1 .82" 1" .815" 1.73" TO CENTERS ⅝" FROM EDGES ⅜" HOLE X4 WHITE BACKGROUND). PRINTED BLACK ON (ALL OTHER GRAPHICS WHITE ON BLUE BACKGROUND 2.19" RED WHITE BACKGROUND). PRINTED BLACK ON (ALL OTHER GRAPHICS BLACK ON ORANGE BACKGROUND ! ! TYPICAL NO TRESPASSING SIGN DET. TYPICAL DANGER SIGN DET. NOT TO SCALE NOT TO SCALE NOT TO SCALE MANHOLE WALL CORE DRILL CONCRETE MANHOLE WALL ENGINEER-APPROVED EQUAL Z-LOK CONNECTOR OR ENTRANCE PIPE FLOW NOT TO SCALE EXISTING CONCRETE MANHOLE CONNECTION E 8-09-24 ISSUED FOR REVIEW D C B 11-06-23 2-29-24 5-8-24 ISSUED FOR PERMITTING ISSUED FOR REVIEW ISSUED FOR REVIEW 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 F 12-08-25

GES 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 F 12-08-25 ISSUED FOR PERMITTING SC-PSEG West Orange WEST BASIN PLAN VIEW SCALE: 1/16" = 1'-0" - PRELIMINARY - NOT FOR CONSTRUCTION Ph: 800.579.8819 | www.oldcastleinfrastructure.com/stormwater THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC. COPYRIGHT © 2019 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. W S E Detention/ Infiltration N Job Name: Customer: XX/XX/XX DATE STORMCAPTURE ® SC2 Detention System Burns & McDonnell PSE&G West Orange Switching Station - West Orange, NJ -XX XX DRAWING NUMBER XX REVISION - REV DATE N/A 1 SALES ORDER - SHEET OF 2 EAST BASIN PLAN VIEW SCALE: 1/16" = 1'-0" TYPICAL ELEVATION SCALE: 3/8" = 1'-0" SC-PSEG West Orange - PRELIMINARY - NOT FOR CONSTRUCTION Ph: 800.579.8819 | www.oldcastleinfrastructure.com/stormwater THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC. COPYRIGHT © 2019 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. Detention/ Infiltration Job Name: Customer: XX/XX/XX DATE STORMCAPTURE ® SC2 Detention System Burns & McDonnell PSE&G West Orange Switching Station - West Orange, NJ -XX XX DRAWING NUMBER XX REVISION - REV DATE N/A 2 SALES ORDER - SHEET OF 2 0Per 3' 2' 1'-2" 1'-8" 1'-2.5" 7 5/8 " REFERENCE DRAWINGS: DWG.# 792797-A CIVIL DETAILS SH2 10. DWG.# 792796-A CIVIL DETAILS SH1 9. DWG.# 792795-A NOTES & DETAILS SH2 SOIL EROSION & SEDIMENT CONTROL 8. DWG.# 792794-A NOTES & DETAILS SH1 SOIL EROSION & SEDIMENT CONTROL 7. DWG.# 792793-A SOIL EROSION & SEDIMENT CONTROL PLAN 6. DWG.# 792792-AFENCE & GATE PLAN 5. DWG.# 792791-A STORM SEWER PROFILES 4. DWG.# 792790-A GRADING & DRAINAGE PLAN 3. DWG.# 792789-A CIVIL SITE PLAN 2. DWG.# 792788-A REMOVAL PLAN 1.