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 NOTES & DETAILS SOIL EROSION & SEDIMENT CONTROL 792794 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 G TO BE USED IN PLACE OF HAY BARRIERS NOTES: STANDARD ROLL SIZE IS 100' LONG BY 3' WIDE AS SUPPLIED BY CEDAR HILL INC., SOMERSET, N.J. OR THOMPSON MATERIALS, WHIPPANY, N.J. OR A. H. HARRIS, NEWARK, N.J. FENCE POST - 8FT. ON CENTERS FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC SILT ACCUMULATION GROUND LINE TAMP IN PLACEOF FABRIC &BOTTOM 1'-0" TRENCH, BURY AND 6" DEEP DIG 6" WIDE DRAWSTRING RUNNING TROUGH FABRIC ALONG TOP OF FENCE 8 FT. ON CENTERS 12" MIN. 2'-0" MIN. 2'-0" MIN. 6" 6" BALE 4" VERTICAL FACE FLOW STAKES FLOW 1. ALL BALES SHALL BE SECURELY TIED AND STAKED ON THE CONTOUR. ADJACENT BALES. 2. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE 3. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4". BALE SHALL BE DRIVEN TOWARD PREVIOUSLY LAID BALE TO FORCE BALES 4. BALES SHALL BE SECURELY ANCHORED IN PLACE BY TWO STAKES OR RE-BARS DRIVEN THROUGH EACH BALE. THE FIRST STAKE IN EACH TOGETHER. 1. FENCE POSTS SHALL BE SPACED 8'-0" CENTER TO CENTER OR CLOSER. THEY SHALL EXTEND AT LEAST 2'-0" INTO GROUND. THEY SHALLEXTEND AT LEAST 2'-0" ABOVE GROUND. 2. A FILTER FABRIC,RECOMMENDED FOR SUCH USE BY THE MFR., SHALL BE BURIED AT LEAST 6" DEEP IN THE GROUND.THE FILTER FABRIC SHALL EXTEND AT LEAST 2'-0" ABOVE THE GROUND.FILTER FABRIC MAY BE FASTENED IN PLACE BY STAKE OR OTHER ACCEPTED MEANS AS SPECIFIED BY THE DISTRICT OFFICE. NOT TO SCALE SILT SACK INLET PROTECTION DETAIL INSTALLATION DETAIL BAG DETAIL 1 2 3 3 2 1 W I D T H = W LE NG T H = L 2 EACH DUMP STRAPS WASHERS) ROPE,

EPTED MEANS AS SPECIFIED BY THE DISTRICT OFFICE. NOT TO SCALE SILT SACK INLET PROTECTION DETAIL INSTALLATION DETAIL BAG DETAIL 1 2 3 3 2 1 W I D T H = W LE NG T H = L 2 EACH DUMP STRAPS WASHERS) ROPE, 2" FLAT (S1#4; " NYLON RESTRAINT EXPANSION DUMP STRAP REMOVAL FROM INLET 1" REBAR FOR BAGDUMP STRAP REMOVAL FROM INLET 1" REBAR FOR BAG SILT SACK DEPTH=D STRAW BALE (TYP) STRAW BALE10 mil PLASTIC LINING VARIES 10' MINIMUM BINDER WIRE (OPTIONAL) NATIVE MATERIAL (2 PER BALE) STAPLES (2 PER BALE) METAL STAKES WOOD OR 10 mil PLASTIC LINING B B PAINTED WHITE 48"X24" PLYWOOD 6" HEIGHT BLACK LETTERS LAG SCREWS 36" 36" 2" 8" STEEL WIRE 1.12" DIA WASHOUT CONCRETE 3.5"X3.5"X8' WOOD POST VARIES 10' MINIMUM AA 10 mil PLASTIC LINING 10 mil PLASTIC LINING SANDBAG BERM BERM 3' 3 SIDES FLAGGING ON LATH AND SANDBAG TYPE "BELOW GRADE" 10' MINIMUM VARIES 10 mil PLASTIC LINING 10 mil PLASTIC LINING WITH TWO STAKES ENTIRE PERIMETER FASTENED AROUND SECURELY WOOD FRAME WOOD FRAME 2X12 ROUGH TWO-STACKED (TYP) STAKE B B PROBING WIRE TEST - 15.5 GA STEEL WIRE (SURVEY FLAG) HANDHELD SOIL PENETROMETER TEST HOLD WIRE HERE: 18-21" SOIL DE-COMPACTION AND TESTING REQUIREMENTS: PROCEDURES FOR SOIL COMPACTION MITIGATION: COMPACTION TESTING METHODS: NOT TO SCALE 1'-6" TO 2'-0" EMBEDMENT ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE 2 REBARS STEEL PICKETS OR 2"x2" STAKES 1 1/2"TO 2" IN GROUND 2. THE BASE OF ALL STOCKPILES SHALL BE PROTECTED BY A SEDIMENT FENCE. 3. STOCKPILES SHALL BE VEGETATED - SEE VEGETATIVESTANDARDS FOR SOIL STABILIZATION. 1. STOCKPILES ARE NOT TO BE LOCATED WITHIN 50' 0F A FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY. SECURELY TIED BALES PLACEDON THE CONTOUR CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) TYPE "ABOVE GRADE" WITH STRAW BALES STAPLE DETAIL TYPE "ABOVE GROUND"WITH WOOD PLANKS NOT TO SCALE STANDARD CONCRETE WASHOUT TYPICAL STOCKPILE DETAIL PLACEMENT AND ANCHORING DETAIL BALE SEDIMENT BARRIERS EMBEDDING DETAILELEVATION SECTION SILT FENCE CONSTRUCTION AND INSTALLATION DETAIL NOT TO SCALE SECTION B-B NOT TO SCALE PLAN NOT TO SCALE PLAN NOT TO SCALE SECTION A-A NOT TO SCALE PLAN NOT TO SCALESECTION B-B WIRE MAY BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. WIRE MUST PENETRATE A MINIMUM OF 6" WITHOUT DEFORMATION. 6.0" MIN. VISIBLE MARK ON WIRE AT DEPTH GAGE READING 300 PSI OR LESS AT 6" 6.0" MIN. VISIBLE MARK ON SHAFT AT DEPTH *USE CORRCT

IS ENCOUNTERED. WIRE MUST PENETRATE A MINIMUM OF 6" WITHOUT DEFORMATION. 6.0" MIN. VISIBLE MARK ON WIRE AT DEPTH GAGE READING 300 PSI OR LESS AT 6" 6.0" MIN. VISIBLE MARK ON SHAFT AT DEPTH *USE CORRCT SIZE TIPFOR SOIL TYPE PENETROMETER MAT BE RE-INSERTED IF/WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. 1. 2. 3. 4. GRADE GRADE 16' MIN. OR PER PLAN 50' MIN. OR ACCORDING TO TABLE FINE GRAINED SOILS LENGTHS OF CONSTRUCTION EXITS ON SLOPING ROADBEDS COARSE GRAINED SOILS LENGTH OF STONE REQUIRED 0 TO 2% 2 TO 5% >5% * SURFACE SUBSTATION EXISTING FABRIC FILTER ROCK 6" CRUSHED MATCH EXISTING ASPHALT 200 FT 100FT 100 FT50 FT AS PRESCRIBED BY LOCAL ORDINANCE SCD OR OTHER GOVERNING AUTHORITY. * CONSTRUCTION ENTRANCE WILL BE COMPOSED OF 1 1 2 " - 2 1 2 " CRUSHED STONE, 6" THICK, WILL BE AT LEAST 16' X 50' AND SHOULDBE UNDERLAIN WITH A SUITABLE SYNTHETIC SEDIMENT FILTER FABRIC AND MAINTAINED. PERCENT SLOPE OF ROADWAY MATCH EXISTING ACCESS DRIVE ENTIRE SURFACE STABILIZED WITH HOT MIX ASPHALT BASE COURSE, MIX I-2 NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 12" DEEP x 12" WIDE TRENCH WITH APPROXIMATELY 18" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES / STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEEDS TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKETS OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES / STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES / STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES / STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON BLANKET TYPE. TO

LACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKET SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAP AREA, APPROXIMATELY 12" APART ACROSS ENTIRE BLANKET WIDTH. 6. ALL DISTURBED AREAS SHALL BE SEEDED WITH THE FOLLOWING SEED MIXES AT THE RATES RECOMMENDED BY THE SUPPLIER. PERMANENT SEED MIXES SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER AND THE PROJECT RESTORATION SPECIALIST. TEMPORARY SEED MIX APPLY PERENNIAL RYEGRASS AT A RATE OF 1 LB PER 1,000 SF PERMANENT SEED MIX PERMANENT SEED MIXES THAT MEET PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, 4-1 THROUGH 4-14 OF STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, JULY 1999 OR APPROVED EQUAL SHALL BE USED. TABLE 4-3 SEED MIXTURES 4, 5, 8, 9 AND 12 (OR APPROVED EQUAL) OR APPROVED SEED MIXTURES AS SUPPLIED BY ERNST CONSERVATION SEED COMPANY AT 9006 MERCER PIKE, MEADVILLE PA 16335, 1 (800) 873-3321 AND ERNSTSEED.COM, ASK FOR MARK FIELY, HORTICULTURALIST - REFER TO PSE&G SEED MIXTURES. NOTE: 1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAT BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2. EROSION CONTROL BLANKET FOR TEMPORARY AND PERMANENT STABILIZATION SHALL BE LANDLOK C2 AS MANUFACTURED BY PROPEX GEOSYNTHETICS OR APPROVED EQUAL. 3B 1 3A 4 2 5 3" 2"- 5" 18" 18" 12" IF AND WHERE REQUIRED BY THE LOCAL SOIL CONSERVATION DISTRICT AND / OR THE PROJECT ENGINEER NOT TO SCALE EROSION CONTROL BLANKET/TURF REINFORCEMENT MAT INSTALLATION B 11-06-23 ISSUED FOR REVIEW THIS DRAWING IS SHEET NO 1 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. SH 2DETAILS PERMANENT VEGETATIVE COVER. DEPTH OF 6.0 INCHES TO ENHANCE THE ESTABLISHMENT OF REQUIREMENTS) SHALL BE FREE OF EXCESSIVE COMPACTION TO A PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE SOIL EROSION CONTROL PLAN. AND/OR MITIGATION

S) SHALL BE FREE OF EXCESSIVE COMPACTION TO A PERMANENT SEEDING AND STABILIZATION NOTES FOR TOPSOIL SUBGRADE SOILS PRIOR TO THE APPLICATION OF TOPSOIL (SEE SOIL EROSION CONTROL PLAN. AND/OR MITIGATION ARE GRAPHICALLY DENOTED ON THE CERTIFIED AREAS OF THE SITE WHICH ARE SUBJECT TO COMPACTION TESTING FROM THE DISTRICT. SUBMITTED PRIOR TO RECEIVING A CERTIFICATE OF COMPLIANCECONSERVATION DISTRICT. THIS FORM MUST BE FILLED OUT AND REMEDIATION FORM, AVAILABLE FROM THE LOCAL SOILMARK LOCATIONS OF TESTS, AND ATTACHED TO THE COMPACTION COPY OF THE PLAN OR PORTION OF THE PLAN SHALL BE USED TO COMPACTION TESTING LOCATIONS ARE DENOTED ON THE PLAN. A PROFESSIONAL. DETAILED TESTING SHALL BE PERFORMED BY A TRAINED, LICENSED AREAS WOULD REQUIRE COMPACTION MITIGATION. ADDITIONALCOMPACTION WHEREUPON ONLY THE EXCESSIVELY COMPACTED DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE PLAN EXCLUDING EXEMPT AREAS, OR (2) PERFORM ADDITIONAL, MORE MITIGATION OVER THE ENTIRE MITIGATION AREA DENOTED ON THE SHALL HAVE THE OPTION TO PERFORM EITHER (1) COMPACTION TESTING METHODS (SEE DETAILS BELOW), THE CONTRACTOR/OWNER OF THE MAXIMUM THRESHOLDS INDICATED FOR THE SIMPLIFIED IN THE EVENT THAT TESTING INDICATES COMPACTION IN EXCESS ADVANCE THE WIRE. TEMPERATURES. SLOW, STEADY DOWNWARD PRESSURE USED TO WHEN SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST THE SEQUENCE OF CONSTRUCTION.(6" MINIMUM DEPTH OR SIMILAR) IS PROPOSED AS PART OF SUBSOIL COMPACTION REMEDIATION (SCARIFICATION/TILLAGE SOIL COMPACTION TESTING IS NOT REQUIRED IF/WHEN ALLOWED SUBJECT TO DISTRICT APPROVAL. DRY WEIGHT, WOIL BULK DENSITY MEASUREMENT MAY BESTANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE A NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM D. NUCLEAR DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) B. HAND-HELD PENETROMETER TEST (SEE DETAIL) A. PROBING WIRE TEST (SEE DETAIL) DISTRICT APPROVAL.LICENSED PROFESSIONAL ENGINEER MAYBE SUBSTITUTED SUBJECT TOALTERNATIVE, ANOTHER METHOD AS SPECIFIED BY A NEW JERSEY TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE SCARIFICATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP VEGETATIVE COVER. PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENTPROCEDURES

CATION/TILLAGE (6" MINIMUM DEPTH) WHERE THERE IS NO DANGER RESTORATION OF COMPACTED SOILS SHALL BE THROUGH DEEP VEGETATIVE COVER. PRIOR TO PLACEMENT OF TOPSOIL AND ESTABLISHMENT OF PERMANENTPROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION THE GAGE.MUST PENETRATE AT LEAST 6" WITH LESS THAN 300 PSI READING ON SLOW, STEADY DOWNWARD PRESSURE USED TO ADVANCE THE PROBE. PROBE SOIL IS EXCESSIVELY DRY OR SUBJECT TO FREEZING TEMPERATURES. NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN 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.# 792795-A SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS SH2 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.