M3_Development Plans Civil Plans

EXISTING GRADE GRADE PROPOSED/FUTURE MEDIA LAYER FILTER GRAVEL LAYER TD-01 RETAINING WALL EXISTING GRADE EXISTING GRADE EXISTING GRADE EXISTING GRADE GRADE PROPOSED/FUTURE GRADE PROPOSED/FUTURE GRADE PROPOSED/FUTURE GRADE PROPOSED/FUTURE TD-02 TD-03 FILTER MEDIA LAYER SAND LAYER GRAVEL LAYER LAYER MEDIA FILTER LAYER SAND LAYER GRAVEL LAYER FILTER MEDIA SAND LAYER GRAVEL LAYER FILTER MEDIA LAYER SAND LAYER GRAVEL LAYER RETAINING WALL RETAINING WALL LAYER SAND 0 8'4' 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 STORM SEWER PROFILES YARD 792791 L. POTGIETER S. MACALUSO -- --9DWESTORNGLC 03/20/23 230/26/4KV OUTDOOR SUBSTATION CIVIL AS NOTED 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 B 10-11-23 ISSUED FOR REVIEW 0 60'30' SCALE IN FEET HORIZONTAL VERTICAL C 2-29-24 ISSUED FOR REVIEW ISSUED FOR PERMITTING5-08-24D Elevation Station BR-01 PROFILE 580 590 600 610 620 580 590 600 610 620 -1+00 0+00 1+00 2+00 3+00 -1+00 0+00 1+00 2+00 3+00 Elevation Station BR-03 PROFILE 580 590 600 610 620 580 590 600 610 620 -1+00 0+00 1+00 2+00 3+00 -1+00 0+00 1+00 2+00 3+00 Elevation Station BR-04 PROFILE 580 590 600 610 620 580 590 600 610 620 -1+00 0+00 1+00 2+00 -1+00 0+00 1+00 2+00 Elevation Station BR-05 PROFILE 580 590 600 610 620 580 590 600 610 620 -1+00 0+00 1+00 2+00 -1+00 0+00 1+00 2+00 Elevation Station BR-02 PROFILE 580 590 600 610 620 580 590 600 610 620 -1+00 0+00 1+00 2+00 3+00 4+00 -1+00 0+00 1+00 2+00 3+00 4+00 PROCEDURE FOR ALL UNDERGROUND WORK. PRESENT. CONTRACTOR TO FOLLOW PSE&G'S EXCAVATION DRAWINGS. ADDITIONAL UNKNOWN UTILITIES MAY ALSO BE ONLY BE

0+00 1+00 2+00 3+00 4+00 -1+00 0+00 1+00 2+00 3+00 4+00 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-03TREE REMOVAL NOTES & DETAILS 13. DWG.# TR-02TREE REMOVAL NOTES & DETAILS 12. DWG.# TR-01TREE REMOVAL PLAN 11. DWG.# 792798-ACIVIL DETAILS SH3 10. DWG.# 792797-ACIVIL DETAILS SH2 9. DWG.# 792796-ACIVIL DETAILS SH1 8. DWG.# 792795-ANOTES & DETAILS SH2 SOIL EROSION & SEDIMENT CONTROL 7. DWG.# 792794-ANOTES & DETAILS SH1 SOIL EROSION & SEDIMENT CONTROL 6. DWG.# 792793-A SOIL EROSION & SEDIMENT CONTROL PLAN 5. DWG.# 792792-A FENCE & GATE PLAN 4. DWG.# 792790-A GRADING & DRAINAGE 3. DWG.# 792789-ACIVIL SITE PLAN 2. DWG.# 792788-A REMOVAL PLAN 1. BASIN: 602.50 TOP OF TOP OF BASIN: 601.50 TOP OF BASIN: 601.25 TOP OF BASIN: 599.50 TOP OF BASIN: 599.50