M3_Development Plans Civil Plans

GENERAL NOTES 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 CIVIL DETAILS 792796 L. POTGIETER S. MACALUSO -- --9DWESTORNGLC 03/20/23 230/26/4KV OUTDOOR SUBSTATION CIVIL NONE 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 NOT TO SCALE CLEANOUT PROTECTION BOX "SEWER" RAISED LETTERS ON TOP NO. R-1976 OR EQUAL WITH COVER AND FRAME, PATTERN NEENAH FOUNDRY COMPANY 8" 3" (TYP) 6" NOT TO SCALE CLEANOUT PROTECTION BOX PAVEMENTGRASS AT 28 DAYS CONC. BASE 3500 PSI UNDISTURBED SOIL 6" CLEANOUT 11?" 8" (TYP) 8" 10" STONE BEDDING CLASS C SIZE 57 OSHA REQUIREMENTS TRENCH WALLS PER SLOPE OR PROTECT NOT TO SCALE 1'-0" SEE NOTE 2 PIPE TRENCH DETAIL O.D. + 12" MIN. O.D. + 24" MAX. WIDTH = 24" MIN. OR PAVEMENT AS REQUIRED. RESTORE W/ TURF/CRUSHED STONE EXISTING OR FINISH GRADE NOTES: 2'-0" MINIMUM FOR PIPES LOCATED UNDER DRIVE PATH. 2. DEPTH TO TOP OF HAND TAMPED BACKFILL SHALL BE 1. ALL PIPE SHALL BE INSTALLED PER DETAIL. SPECIFIED BACKFILL AS MATERIAL GRANULAR BEDDING BACKFILL. EARTH OR HAND TAMPED PROTECTIVE STANDARD CONCRETE DRIVEWAY AND CONCRETE APRON NOT TO SCALE 6" THICK CONCRETE DRIVEWAY DEPRESSED CURB COUNTY STANDARD PAVEMENT SURFACE 1-1/2" SEE NOTE 4 " BLEND) COMPACTED4 3 ( 2" OF AGGREGATE PSI CONCRETE 6" THICK 4500 X X X X X X X X R.O.W. OF SIDEWALK) ON BACK (MAINTAIN GRADE SIDEWALK AREA +4'-0" - APRON +4'-0" - DRIVEWAYS. RESIDENTIALPROVIDE 6" X 6" W1.4/W1.4 NON GALVANIZED WELDED WIRE MESH AT DRIVEWAYS ONLY.PROVIDE 6" X 6" W1.4/W1.4 GALVANIZED MESH AT COMMERCIAL4. GRADE. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISHIMPREGNATED ASPHALTEXPANSION AND CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED3. BACK OF CURB.CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG2. 1.5%) AIR ENTRAINMENT.- + 28 DAYS AT 5.5% ( PSI AFTERCONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF

LL BE 1/2" PREMOLDED3. BACK OF CURB.CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG2. 1.5%) AIR ENTRAINMENT.- + 28 DAYS AT 5.5% ( PSI AFTERCONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 4,5001. NOTES: 8" AS SPECIFIED BACKFILL NOT TO SCALE FOR WATERBOUND MACADAM) (SEE PSEG SPECIFICATION CIVIL 04 1/2" MIN FINE AGGREGATE 2" COMPACTED SURFACE COURSE STONE OR CRUSHED BASE, DGA BLEND 6" COMPACTED TYPICAL SUBSTATION ACCESS ROAD NOT TO SCALE ESTABLISHMENT IMMEDIATELY UPON GRADE SPECIFIED TO BE PLACED WORKING SURFACE AS AGGREGATE¾"3" OF SPECIFIED SUBGRADE AS 12" COMPACTED SUBSTATION CRUSHED STONE 4" OF 3/4" WASHED CLEAN CRUSHED STONE TO 0.1 FOOT +/-. FINISHEDSURFACE OF ALL YARD AREAS SHALL BE2. 0 TO 10% PASSING ¼" SCREEN 25% TO 45% PASSING ½" SCREEN " SCREEN4 3 45% TO 75% PASSING 100% PASSING 1-1/4" SCREEN AS FOLLOWS: SHALL BE" CLEAN CRUSHED STONE4 3 GRADATION OF1. NOTES: BEDDED IN MORTAR. FRAME TO BE THOROUGHLY SPECIFICATIONS. APPLIED PER MANUFACTURER'S BLACK BITUMINASTIC WATERPROOFING TWO SEPARATE COATS OF APPROVED PRECAST CONCRETE MANHOLES PICKHOLES, OR APPROVED EQUAL #1012B, WITH HANDLES AND BRIDGESTATE FOUNDRY PAT. MANHOLE FRAME AND COVER CAST IN PLACE CLASS B CONCRETE CONCRETE BASE PRECAST REINFORCED B B 4'-0" 8" 30" 5" 2" (TYP.) 6" 6" 6" 3" MINIMUM7" 6" MANHOLE CONICAL TOP 3 FOOT PRECAST REINF. CONC. REQUIRED FEET LENGTHS AS 2 FEET, 3 FEET, OR 4 MANHOLE RISERS - 1 FOOT, PRECAST REINF. CONCRETE 12" (TYP.) COARSE AGGREGATE #57 SECTIONS SHALL CONFORM TO ASTM C478 PRECAST REINFORCED CONCRETE MANHOLE AS PER ASTM C478 REINFORCEMENT STEEL RISER JOINT SEE PRECAST MANHOLE NOT TO SCALE SECTION B-B PRECAST MANHOLE RISER JOINT 48" PRECAST REINFORCED CONCRETE MANHOLE FLAT TOP PLAN SECTION A-A HEIGHT OF MANHOLE IS LESS THAN 4 FEET USE IN LIEU OF CONICAL SECTION WHEN RUBBER GASKET GROOVE FOR "O" RING NEW JERSEY DOT PRECAST MANHOLES DETAIL NOTE: AA 30" OPENING 30" 6" 1" 1" ¼" 52¼" "4 3 52 58" 4" 4" P I P E W A LL M . H . W A LL GASKET RUBBER "O" RING WALL EXTERIOR 3" 1" ¼" 6" G R OU T 1 " NON - S H R I NK 5" " (TYP.)4 3 2 " (TYP.)4 3 2 3" NOT TO SCALE B 11-06-23 ISSUED FOR REVIEW DETAILS SH 1 THIS DRAWING IS SHEET NO 1 OF 3 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. 8" MIN 3" CLR GRATING SHALL BE GROUNDED3. GRATING TO BE INSTALLED PER

RAWING NO: THIS DRAWING FOR LIST OF REFERENCE DRAWINGS SEE DO NOT SCALE - USE DIMENSIONS ONLY. USE PRINTS OF LATEST REVISION ONLY. 8" MIN 3" CLR GRATING SHALL BE GROUNDED3. GRATING TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.2. FOR LOCATION OF TRENCH DRAINS SEE DRAWING 792790.1. :NOTES SEE NOTE 2 NEENAH R-4994-DB TYPE A GRATING CAST IN PLACE WITH TRENCH DRAIN FRAME SHALL BE 18" 1'-0" MIN (BY CONTRACTOR) AC1 REQUIREMENTS (8) #4 DOWELS SPACED PER OUTLET PIPE WATER TIGHT CONNECTION (BY CONTRACTOR) #4 STIRRUP @ 12" SPACING INVERT EL. 36" SQUARE 6" (MIN.) 12" (TYP) D 24" SQUARE 8" (MIN.) 6" VARIES MAY THEN BE USED TO REMOVE THE CONCRETE. TO SEVER REINFORCING STEEL. A CHIPPING HAMMERWITH A MASONRY SAW TO A DEPTH SUFFICIENT BASIN UNITS. FIELD ALTERATIONS OF OPENINGS WILL BE PERMITTED PROVIDED WALLS ARE SCORED INSTALLATION OF PIPE OPENINGS: ALL REQUIRED PIPE OPENINGS SHALL BE PLAN CAST IN CATCH4. CATCH BASIN SHALL BE 2". MINIMUM CLEARANCE BETWEEN THE OUTSIDE SURFACE OF AN INSTALLED PIPE AND CONCRETE OF THE DIAMETER PLUS 8". THEALLOWABLE PIPE OPENING ON VERTICAL AXIS SHALL BE THE OUTSIDE OUTSIDE DIAMETER OF THE PIPE PLUS 12". THE MAXIMUMHORIZONTAL AXIS SHALL BE THE CLEARANCE TOLERANCE OF PIPE OPENINGS: THE MAXIMUM ALLOWABLE PIPE OPENING ON A3. REINFORCEMENT IN ALL SECTIONS SHALL EQUAL OR EXCEED ASTM C913 SPECIFICATIONS.2. ALL CATCH BASINS ARE TO BE PRECAST CONCRETE AND HS-20 RATED FOR HEAVY LOADING.1. :NOTES 8" SEE STORM SEWER SCHEDULE C 2-29-24 ISSUED FOR REVIEW TYPICAL TRENCH GRATE DRAIN DETAIL NOT TO SCALE CATCH BASIN DETAIL NOT TO SCALE 3" CLR OR ENGINEER APPROVED EQUAL. NEENAH R-4810 TYPE C HEAVY DUTY FRAME & GRATE NOS. 5 OR 54) 3/4" CRUSHED STONE (NJ DOT GRADATION SLOPED SLOPED 6" 6" 3'-0" STONE TOP OF 1" ABOVE 3'-0" APRON NOT TO SCALE NOT TO SCALE TYP SECTION 1-1 - SYNERTECH DRIVEWAY APRON DETAIL 1 NOTE:MODULAR TRENCH SHALL BE BY SYNERTECH OR APPROVED EQUAL ACCORDING TO PSE&G SPECIFICATION CIVIL 05 CHAPTER 14 PLAN ASPHALT 2" MIN 4" MIN. BASE TOP OF STONE COARSE DRIVE WAY 1 5" ENGINEER MIN. OR AS DIRECTED BY N.J.D.O.T. NO. 57, 6" THICK COARSE AGGREGATE TRENCH PRECAST/MODULAR (TYP) SUBBASE COMPACTED 6" MIN 95% TRENCH PRECAST/MODULAR D 5-8-24 ISSUED FOR PERMITTING D 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

G D 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-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.# 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-A FENCE & GATE 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.