M3_Development Plans Civil Plans

- SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT THE RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS, OR ACCUMULATION AROUND PLANTS. STONE - COVER SURFACE WITH CRUSHED STONE OR GRAVEL. APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. DUST CONTROL DUST CONTROL METHODS VEGETATIVE STANDARDS FOR SOIL STABILIZATION plus WHITE CLOVER PERENNIAL RYEGRASS KENTUCKY BLUEGRASS RED FESCUE STRONG CREEPING HARD FESCUE FINE FESCUE (BLEND) LB'S./ACRE LB'S./1000 SQ.FT. MIXTURE SEEDING RATES PERMANENT & TEMPORARY SEEDING GENERAL LOW MAINTENANCE MIXTURE SEEDING POST - SEEDING: 70 - 90 LB'S./ 1000 SQ.FT. MULCH ONLY: 90 - 115 LB'S./ 1000 SQ.FT. SUITABLE PROTECTION CAN BE APPLIED. WHERE STABILIZATION IS NEEDED FOR SHORT PERIOD UNTIL MORE WHERE SEASON / OTHER CONDITIONS UNSUITABLE FOR PLANTING OR CHEWINGS FESCUE 130 3.0 45 20 0.5 0.1 0.1 (REQUIRED ON ALL SEEDING) MULCH 5 BLUEGRASS / FESCUE MIXTURE IF SOD IS USED, IT WILL BE AN APPROVED APPLICATION RATES: CRIMPER, LIQUID MULCH BINDERS, NETTING TIEDOWN.ANCHORING METHODS: UNROTTED SMALL - GRAIN STRAW, HAY OR SALT HAY.MULCH MATERIALS: OR AS RECOMMENDED BY LANDSCAPE ARCHITECT TEMPORARY VEGETATIVE COVER NOTES - SEEDBED PREPARATION: THE AREA MUST BE RETILLED IN ACCORDANCE WITH THE ABOVE. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED,C. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED. FINAL HARROWING OR DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR. 4 INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OFB. LEGUMES. NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO TONS/ACRE UNLESS SOIL TESTING INDICATES OTHERWISE. CALCIUM CARBONATE IS THE UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE AT THE RATE OF 2 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SUCH AS

UIVALENT WITH 50% WATER INSOLUBLE NITROGEN SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. FERTILIZER SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION. SOIL SAMPLE MAILERS ARE APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONSA. PERMANENT VEGETATIVE COVER NOTES - SEEDBED PREPARATION: 5 OR MORE BEFORE INITIATING SEEDBED PREPARATION. SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A PH OF HIGH ACID PRODUCING SOIL. SOILS HAVING A PH OF 4 OR LESS OR CONTAINING IRONC. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED. THE FINAL HARROWING OR DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR. OF 4 INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTHB. FERTILIZER WITHIN 3 TO 5 WEEKS AFTER SEEDING. PREPARATION AND REPEAT ANOTHER ONE-HALF RATE APPLICATION OF THE SAME INCORPORATED, APPLY ON-HALF THE RATE DESCRIBED ABOVE DURING SEEDBED OTHERWISE AND INCORPORATED INTO THE SURFACE 4 INCHES. IF FERTILIZER IS NOT EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OF 500 POUNDS PER ACRE OR 11 POUND PER 1,000 SQUARE FEET OF 10-10-10 OR (HTTP://NJAES.RUTGERS.EDU/COUNTY/). FERTILIZER SHALL BE APPLIED AT THE RATE THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES. BY RUTGERS CO-OPERATIVE EXTENSION SOIL SAMPLE MAILERS ARE AVAILABLE FROM SPREAD AND FIRMED, ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS OFFERED UNIFORMLY APPLY GROUND LIMESTONE AND FERTILIZER TO TOPSOIL WHICH HAS BEENA. B 11-06-23 ISSUED FOR REVIEW SH 2 THIS DRAWING IS SHEET NO 2 OF 2 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. DETAILS THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR INSEDIMENT CONTROL 7TH EDITION LAST REVISED JULY 2017, EFFECTIVE DECEMBER 2017. CONSTRUCTED IN ACCORDANCE WITH THE NEW JERSEY STANDARDS FOR SOIL EROSION AND ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE ESTABLISHED. COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS OR OTHERWISE PROVIDED WITH VEGETATIVE

D ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE ESTABLISHED. COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. THIS TEMPORARY UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT 8/15 - 10/1. AND FALL: - 5/15 3/1 PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING:SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH VEGETATIVE COVER IS ESTABLISHED. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT BEFORE THEY BECOME FUNCTIONAL. BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF IMMEDIATELY. CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND EMAIL INFORMATION@HEPSCD.ORG AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING SEED. SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO- PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLINGAPPLYING FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO AND/OR SILT CONTROL BAGS. WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS HOSE TO

SUMP PITS, PORTABLE SEDIMENTATION TANKS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN EFFECTIVE DECEMBER 2017. PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES, FIRMED IN ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDEDAPPROVAL. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND STONE UNTIL PAVING IS COMPLETE. 50 FEET AND MINIMUM DEPTH OF 6". ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED EXITS USING 2 1/2" - 1" CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT. MEASURES. THESE "SPECIAL" MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. NEW OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, C 2-29-24 ISSUED FOR REVIEW D 5-8-24 ISSUED FOR PERMITTING 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.# 792796-A CIVIL DETAILS SH1 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.

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.

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 792797 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 B 11-06-23 ISSUED FOR REVIEW THIS DRAWING IS SHEET NO 2 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. SH 2DETAILS NOT TO SCALE 6'-0" APPROVED EQUAL OR 80 DEPENDING ON HEIGHT (ASTM-F283) 2. DRIVE ANCHOR SYSTEM BY ANCHOR FENCE OR APPROVED EQUAL TERMINAL POST #14 STEEL DRIVE SET SCREWS TOP TENSION LINE 1-1/4" #9 GA MESH SHOE CLAMP (TYP.) TENSION BAR 1. ALL POSTS & PIPES TO BE SCHEDULE 40 SECTION 2 1/2" O.D. HOT DIPPED GALV. ST. LINE POST 3" O.D. HOT DIPPED GALV. ST. BOULEVARD - 3/16" PRESSED ST. FASTENED WITH 3/8"x3" BOLT CORNER POST WITH CORNER BOULEVARD 3/16" PRESSED ST. FASTENED WITH 3/8" x 3" BOLT 1"x 1/8" WITH 3/8" 1/4" x 1" CARRIAGE BOLT TENSION BAND 3" O.D. PIPE BOTTOM TENSION LINE ELEVATION NOMINAL POST SPACING ANCHOR BLADE (TYP.) 10'-0" 1-1/4" #9 GA MESH POST CAP TENSION BAR NOTES: PLAN TEMPORARY CONSTRUCTION CHAIN LINK FENCE WITH ALUMINIZED OR GALVANIZED STEEL FABRIC CAP LINE POST 2 1/2" O.D. POST VARIABLE WIDTH LEVEL LINEEXISTING CURB PER FOOT SLOPE ¼" 4500 PSI @ 28 DAYS CLASS "B" CONRETE 4 " NOT TO SCALE TYP. CROSS SECTION SIDEWALKS JOINT FILLER PER A.A.S.H.T.O. SPEC M-213. SHALL BE PRE-FORMED, BITUMINOUS IMPREGNATED FIBERD. RECESSED 1/4 INCH FROM TOP FACE.C. EXCEED TWENTY (20) FEET.EVERY FOUR (4) FLAGS OR SIXTEEN (16) FEET, NOT TO B. AT START/END OF EXISTING SECTIONS A. EXPANSION JOINTS:SIDEWALKS: FALSE JOINT EVERY FOUR (4) FEET. STANDARD FINISHED TOP, OR AS SPECIFIED BY THE TOWNSHIP ENGINEER. THE SIDEWALK AND RAMP SECTIONS

TO B. AT START/END OF EXISTING SECTIONS A. EXPANSION JOINTS:SIDEWALKS: FALSE JOINT EVERY FOUR (4) FEET. STANDARD FINISHED TOP, OR AS SPECIFIED BY THE TOWNSHIP ENGINEER. THE SIDEWALK AND RAMP SECTIONS SHALL BE BROOM FINISHED AND EDGED AT THE TOP CORNERS TO CREATE THE ACCESSIBLE PATH 4'-0" MIN VARIES SUBGRADE APPROVED COMPACTED INSTALLATION OF PERIMETER WALL COORDINATED WITH TOWNSHIP ENGINEER AT AND FACE OF PERIMETER WALL TO BE 6" TRANSITION BETWEEN EDGE OF SIDEWALK PERIMETER WALL FACE OF PROPOSED CROSS SLOPE 3:1 3:1 ENTRAINMENT. CONCRETE SHALL BE CLASS B WITH 28-DAY COMPRESSIVE STRENGTH OF 4,500 PSI AND 5.5% (+/- 1.5%) AIR 4. SIDEWALK WIDTH SHALL BE 4'-0" MINIMUM UNLESS OTHERWISE NOTED ON THE APPROVED PLANS. 3. REPLACE WITH SELECT FILL AT NO EXTRA COST TO THE COUNTY. IF SUBGRADE MATERIAL IS UNSUITABLE, CONTRACTOR TO REMOVE PER COUNTY ENGINEER'S DISCRETION AND 2. SPECIFICATIONS. TURF RESTORATION TO CONSIST OF A MINIMUM OF 4" OF SELECT TOPSOIL, FERTILIZER AND SEED AS PER 1. NOTES: R.O.W. OR CONCRETE CURB AND GUTTER STANDARD CONCRETE CURB TURF RESTORATION 6% AIR ENTRAINED CLASS 'B' 4,500 PSI, 4" THICK, BROOM FINISH COMPACTED SUBGRADE (SEE NOTE #2) 4' MIN. VARIES VARIES NOT TO SCALE STANDARD CONCRETE SIDEWALK NOTES: VARIES (NOTE 2) BEHIND BLOCKS. STONE TO EXTEND AT LEAST 12" (305 MM) FILL VERTICAL CORE SLOT (PC BLOCKS) FILL BETWEEN ADJACENT BLOCKS (ALL BLOCKS) INFILL STONE (NO. 57 OR EQUIVALENT) REDI-ROCK ENGINEER) DRAIN (AS SPECIFIED BY SOLID BOTTOM BLOCK ROCK ENGINEER) LEVELING PAD (AS SPECIFIED BY REDI- SPECIFICATIONS. LIFTS AND COMPACT PER PROJECT BACKFILL PER DESIGN REQUIREMENTS. INSTALL IN (5° WALL BATTER ANGLE) " 85 SETBACK = 1 0'-6" MINIMUM 0'-6" NON-WOVEN GEOTEXTILE TO ENGAGE SHEAR KNOBS (TYPICAL) MOVE BLOCKS FORWARD DURING INSTALLATION TOP BLOCK WATER AWAY FROM WALL GRADE TO DRAIN SURFACE NOT TO SCALE TYP. GRAVITY WALL DETAIL C 2-29-24 ISSUED FOR REVIEW FOOTING (4500 PSI MIN.) PLAIN CONCRETE DETAIL 1 OR (VIII) TAPE ASTM D4956 TYPE (VII) SILVER ( WHITE) RETROFLECTIVE 3" COMPLETE WRAP AROUND CONCRETE FILLED (SCH 40. GAL.). 6" DIA. PIPE SLOPE TO DRAIN OVER 4'-6" BOLLARD 6'-0" TALL YELLOW SLEEVE CONTRACTOR TO PLACE A TYPICAL BOLLARD DETAIL NOT TO SCALE SLEEVE OVER TOP WITH THE 6' PLASTIC BOLLARD TO BE 4.5' STONE ¾" CLEAN CRUSHED 1" 1" 1¾" 2" FOR GROUNDING HOLES � (2)-�" PL ⅜"x2"x3¾" DETAIL 1 NOT TO SCALE (GROUNDING