Site Plan Revisions 82525

PLAN (EXCLUDING 3888. , Sy Besesbes: BENCHING SLOPE: Acidulated Soy Bean 6. THE APPLICAN OSTAIN A piste te oF EXEMPT AREAS), OR 92) PERFORM ADDITIONAL, MORE DETAILED TESTING TO ESTABLISH THE LIMITS OF EXCESSIVE 3se543 So] Reseses 1/4” PER FOOT San eek SOY None Coarse Spray 1200 ; THe AN r E foe So ee ee ee ee eee ie ee Soe CONRICTION MITIGATION. Be Bees — TER Faamic A NSE TN aSteeS 5 Seer eousiee Deeb SETS CUE ADVANCE, NOTE CN A - 1OS 02} < lo2o! So} Al IN 7 MANCE_ DEF D WITH THE WHEN WINTER 3082] < Besest 38] Tillage: To roughen surface and bring clods to the surface. This is a temporary emergency measure WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 2528: LJ peesseo! which should be used before soil blowing starts. Begin plowing on windward side of site. so 0280; 5 Chisel-type plows placed about 12 inches apart, and spring toothed harrows are examples of 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS oss jeeeoges -6"-] equipment which may produce the desired effect. THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE A. PROBING WIRE TEST (SEE DETAIL) BSS Sess Sprinkling: Site i sled the surface is wet EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING - 3 025 08% inkling: . B. HAND-HELD PENETROMETER TEST (SEE DETAIL) ¥ PESOS RSLS OI 3 . Sprinkling: Site is sprinkled unt e surface is wet REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. C. TUBE BULK DENSITY TEST (LICENSED PROFESSIONAL ENGINEER REQUIRED) SISSIES SSIS IASI SASSER M a Barriers; Solid board fences, snow fences, burlap fences, crate walls, bales of hay, and similar mate 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING 4. NUCLEAR DENSITY (LICENSED PROFESSIONAL ENGINEER REQUIRED) £0282528025259002505095 059809829 2c 0 Iogear 2508. can be used to control air currents and soil blowing. OR PLANTING. A DEPTH OF 5 INCHES, FIRMED IN PLACE IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND SOS 95% COMPACTED me San 3 GRADING, EFFECTIVE DECEMBER, 2017. NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE BANKR' ium

FOR TOPSOILING AND LAND SOS 95% COMPACTED me San 3 GRADING, EFFECTIVE DECEMBER, 2017. NOTE: ADDITIONAL TESTING METHODS WHICH CONFORM TO ASTM STANDARDS AND SPECIFICATIONS, AND WHICH PRODUCE BANKR' ium Chloride: Shall be in the form of loose, dry granules or flakes fine enough to feed through commonly ‘A DRY WEIGHT,SOIL BULK DENSITY MEASUREMENT MAY BE ALLOWED SUBJECT TO DISTRICT APPROVAL. STONE sed spreaders co rate tat wit Keep surface moist but Tot Zause pollution oF plont Gorage. 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. ” If used on steeper slopes, then use other practices to prevent washing into streams, or accumulation 13. A CRUSHED STONE WHEEL CLEANING TRACKING PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 1/2 — 1” CRUSHED H Tl iT IRED IF/WHEN SOIL COMPACTION REMEDIATION (SCARIFICATION / TILLAGE (6” MIN. FILTER BERM around plants. ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND A MINIMUM DEPTH OF 6 INCHES. ALL DRIVEWAYS DEPTH OR SIMILAR) IS PROPOSED AS PART OF THE SEQUENCE OF CONSTRUCTION. (3/4" STONE WRAPPED IN FILTER FABRIC) Stone: Cover surface with crushed stone or coarse gravel. MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. OR IN FILTER SOCK) 14, STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND MUST BE APPROVED BY THE SOIL CONSERVATION DISTRICT. TOP OF BERM SHALL BE 3” ABOVE GRATE ELEVATION AND BERMS TO BE MAINTAINED DAILY. PROCEDURES SHALL BE USED TO MITIGATE EXCESSIVE SOIL COMPACTION PRIOR TO PLACEMENT OF TOPSC AND ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. RESTORATION OF COMPACTED SOILS SHALL BE BY THOROUGH DEEP SCARIFIACTION / TILLAGE cs MINIMUM OFT) INLET PROTECTION DETAIL WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). IN THE ALTERNATIVE, METHOD AS SPECIFIED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER MAY BE SUBSTITUTED SUBJECT TO DISTRICT APPROVAL. DETAIL IS SIMILAR FOR BOTH TYPE A AND TYPE E INLETS A COPY OF THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE KEPT AT THE SITE PROBING WIRE TEST — 15.5 GA. STEEL WIRE (SURVEY FLAG) AT ALL TIMES DURING CONSTRUCTION. A CERTIFICATE OF COMPLIANCE FROM THE SOIL CONSERVATION DISTRICT IS REQUITED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. NOTE: SOIL

. STEEL WIRE (SURVEY FLAG) AT ALL TIMES DURING CONSTRUCTION. A CERTIFICATE OF COMPLIANCE FROM THE SOIL CONSERVATION DISTRICT IS REQUITED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. NOTE: SOIL SHOULD BE MOIST BUT NOT SATURATED. DO NOT TEST WHEN SOIL IS ban te] EXCESSIVELY DRY OR SUBJECT TO FREEZING pettcrssee] TOPSOIL STOCKPILE PROTECTION TEMPERATURES. SLOW, STEADY DOWNWARD Bessess===4 USED TO ADVANCE THE WIRE. HOLD WIRE HERE 1. CONSTRUCT SEDIMENT CONTROL FENCE AND/OR HAY BALE BARRIER AROUND STOCKPILE AREA ASR . WIRE MUST PENETRATE A MINIMUM 18” — 21" OF 6” WITHOUT DEFORMATION. 2. APPLY LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. 3. APPLY FERTILIZER (10-20-10) AT A RATE OF 11 LBS/1,000 S.F. 4. APPLY PERENNIAL RYEGRASS AT A RATE OF 1 LB/1,000 S.F. WIRE MAY BE RE-INSERTED IF/WHEN AN 6.0” MIN. VISIBLE MARK ON OBSTRUCTION (ROCK, ROOT, DEBRIS) SHAFT AT DEPTH 5. MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING. APPLY AT A IS ENCOUNTERED. RATE OF 90 LBS/1,000 S.F. TEMPORARY STABILIZATION SPECIFICATIONS 1. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS/1,000 S.F. HAND-HELD PENETROMETER TEST 2. APPLY FERTILIZER (10-20-10) AT A RATE OF 14 LBS/1,000 S.F. AND WOTK INTO SOIL 4” DEEP. GAGE READING 300 PSI OR LESS AT 6” 3. APPLY SEED MIXTURE: NOTE: SOIL SHOULD BE MOIST BUT NOT PERENNIAL RYEGRASS AT 40 LBS/ACRE AND ANNUAL RYEGRASS AT 40 LBS/ACRE OR APPROVED EQUAL. EaGEsavalt FY on, SURE To REEZNC * mG TED S87 SE RU, SPL STN MNT A ME ng , F i.e. ANE, . TEMPERATURES. SLOW, STEADY DOWNWARD. PA inane BINDER). (oe H NET USED TO ADVANCE THEPROBE. PROBE MUST PENETRATE AT LEAST 6” WITH LESS THAN 300 PSI READING ON GAGE. 5. PLANT SEED BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, IF POSSIBLE. PERMANENT STABILIZATION SPECIFICATIONS PENETROMETER MAY BE RE-INSERTED IF / WHEN AN OBSTRUCTION (ROCK, ROOT, DEBRIS) IS ENCOUNTERED. RK ON 1, APPLY TOPSOIL TO A DEPTH OF 4”. 6.0” MIN. VISIBLE MAf SHAFT AT DEPTH ; 2. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS/1,000 SF. 3. APPLY FERTILIZER (10-20-10) AT A RATE OF 14 LBS/1,000 SF. SELF-SUPPORTING SYNTHETIC FILTER FABRIC FENCE : *USE CORRECT SIZE TIP ENVIRO FENCE BY CELANESE OR EQUIVALENT) 4. APPLY SEED MIXTURE: FOR SOIL TYPE. IF SYNTHETIC FABRIC IS NOT SELF-SUPPORTING, ATTACH PERENNIAL RYEGRASS AT 10 LBS/ACRE, KENTUCKY BLUEGRASS AT 25 LBS/ACRE, RED FESCUE AT CHICKEN WIRE TO POLES PRIOR TO

APPLY SEED MIXTURE: FOR SOIL TYPE. IF SYNTHETIC FABRIC IS NOT SELF-SUPPORTING, ATTACH PERENNIAL RYEGRASS AT 10 LBS/ACRE, KENTUCKY BLUEGRASS AT 25 LBS/ACRE, RED FESCUE AT CHICKEN WIRE TO POLES PRIOR TO ATTACHING FABRIC. 15 LBS/ACRE, AND SPREADING FESCUE AT 15 LBS/ACRE OR APPROVED EQUAL. 5. MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING. APPLY AT A 80" | FABRIC RATE OF 90 LBS/1,000 S.F. ACCORDING TO THE N.J. STANDARDS. l 3-0" WIDE) OAK POST 6. ANCHOR MULCH WITH EMULSIFIED ASPHALT (SS—1) APPLIED AT A RATE OF 1GAL./1,000 S.F. OTHER (SPACING 8’-0" C, TO CD BETWEEN MARCH 1 AND MAY 15, OR BETWEEN AUGUST 15 AND OCTOBER 1. gone GROUND LEVEL i “ o 7 = z = GRADE hae 0 3’0" 2’0" 2’0" EXISTING DIG 6* WIDE & DEEP GROUND LEVEL TRENCH, BURY BOTTOM 1’-0° OF FABRIC, TAMP IN PLACE. SEDIMENT CONTROL FILTER FENCE N.S. SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS | fueue LENGTH ACCORDING TO TABLE 29-1 Sheet SE-10 Table 29-1: Lengths of Construction Exits on Sloping Roadbeds PROPOSED SITE IMPROVEMENTS { LENGTH ACCORDING TO TABLE 29-1 6" MIN. THICKNESS \_ pusuic LENGTH OF STONE REQUIRED MONTCLAIR STABLES O [ PERCENT SLOPE OF ROADWAY TAX LOTS 176, 179 & 186 BLOCK 152.02 RIGHT PROVIDE APPROPRIATE TRANSITION / oF Coarse Grained Soi Fine Grained Soi USE ASTM C-33, SIZE No. 2 BETWEEN STABILIZED CONSTRUCTION [EXISTING GROUND TAX MAP SHEET 77 WAY 2.1/2" to 1 1/2” or No. 3 ENTRANCE AND PUBLIC R.O.W. 0% to 2% 50 Ft 100 Ft. THE TOWNSHIP OF WEST ORANGE ANGULAR’ STONE: GPUSHED, CONGRETE ESSEX COUNTY, NEW JERSEY 2% to 5% 100 Ft. 200 Ft. . . UPGRADING AND MAINTENANCE. ° E, . / Gy ° a F) , EEC @ +2: . . Nox 2G ‘DO2 MN PLAN VIEW (N.T.S.) > 5% Entire surface stabilized with FABC Base Coarse ' Certificate Of Authorization No: 24GA28204400 a 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 1. As prescribed by local ordinance or other governing authority. 973-219-7546 RMCNJPE@YAHOO.COM STABILIZED CONSTRUCTION ENTRANCE . ; . IF NEEDED JANUARY 10, 2025 Chet MAINTAIN EXISTING PAVED DRIVEWAYS AS LONG AS POSSIBLE. ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM DECEMBER 23, 2024 PROFESSIONAL ENGINEER NJ. LICENSE GE31540

-— BLOCK 151.03 FR. DWELLING) BLOCK 164.05 boTtt rR. DWELLING FRAME DWELLING FRAME DWELLING FRAME DWELLING FRAME. DWELLING FRAME DWELLING WEDDING & EVENT VENUE FRAME DWELLING FR. FR BLOCK 151.05 BARAG! FRAME DWELLING stone z BLOCK 151.03 FRAME DWELI parac BLOCK 151.05 d LOT 13 2 ‘ IG LOT 236 ane eeeiaal LOT 231 BLOCK 151.05 aperenas qa 2 f LOT 1B BLOCK 151.05 CONST ULL HEIGHT GR. BLK.. CURB LoT 228 2 Si5 BLOCK 151 Lor 240 & PAVER SIDEWALK, MATCH men \ az|é \ LOT 17.01 o | . + z | | | 3 vee cues \ ves. cuss 0 [ee cons Tm noe RSS / (3 pee EAGLE ROCK aes \ = 8 — = =r" 1S RP ‘\ FEN BL uCk RESERVATION = omer . . . . , "DO BROPOSED DEPRESSED CURB “ v “ ———__ ok |, a PROPOSED DEPRESSED CURB Se ER uonee NOT [&°6" CONC. DRIVEWAY APRON WOODLAND AVENUE . case « om PR Sic Sic Sh f\ * op es a BLAND AVE <9 —— « DETECTABLE WARNING SURFACE MAP) i tie [e TRACY TENCE \ a s 3 s ¢ > 3 vat ee Paver BS [5 990° 58°00" 475.00" Paver raver ever | [cone ea . B 7 oe y Ye / en FOUND i J» / SIGHT 5 FOUND . , a R BLOCK 152.02 iN 1 pROROSED LINES nS \ 2 Lot 172 3 —> { UE ACCESSIBLE oaver 7 x - . ' %9. <— patio [wack __ ee le 9" 6 a) \ ; sie a BLOCK 152.02 BLOCK 152.02 2 sory Be Sy LI Oe — Con tee | FRAME DWELLING FRAME tes ell A LOT 167 DWELLING ele 4 PROP. ADA PARKING SIGNS—”’' _e--—r- al NEW A/C UNITS (TYP. ay | | | VAN ACCESSIBLE ADA SIGN UL —---— To i ON AE CONG. PAD is aseHALt \ \ v is PARKING LOT \ GRASS we FOR OFFICE BUILDING 1 PROPOSED LOW WALLS pias 8 | | SEE GRADING PLAN: g 0.11 | UPPER LEVEL. ONL iS \ BLO en 152.02 l \ 5° HIGH WOOD | Ss Lock 1 52.02 : ce) BOARD FENCE _¥ ‘ASPHALT | BLOCK 152.02 DRIVE \ LOTS 176, 179 &186 jp 150,302 SQ.FT. ~] | FR. DWELLING | a J BLOCK 152.02 LOT 168 5.91" PROPOSED N50° 58° 00"W S50° 58’ 00"E MODULAR BLOCK 15.00' pO \ ae ALINE oo BLOCK 152.02 INV. 488.3, LOT 132 \ 1 STORY se , , Meee NEW CONCRETE Lock 152.02 | 20 PROPOSED 145’ X 235 NET OO ON RSTER RIDING RING LOT 165 RING PAD PER DRIVEWAY PROPOSED APPROX. ELEVATION = 491.0 INDOOR RIDING | esr eens,” | 3 = PAD . OFFICE BUILDING Cy ? 5’ HIGH WOOD BOARD FENCE UPPER 8 FR. GARAGE AT 4 SIDES LoweR & DESIGN VEHICLE INFORMATION: TANDEM AXLE ROLL-OFF TRUCK wi hy TOTAL LENGTH = 34.6’ 5 PAKS & |x FRONT AXLE SETBACK = 4.5’ z z rr GRASS 2 en WHEEL BASE = 20.5’ (CENTERLINE OF FRONT AXLE TO CENTERLINE OF TANDEM REAR AXLE) We PADDOCK 3 23 REAR OVERHANG PAST TANDEM AXLE CENTERLINE = 9.6’ at a tcl + az BLOCK

LE SETBACK = 4.5’ z z rr GRASS 2 en WHEEL BASE = 20.5’ (CENTERLINE OF FRONT AXLE TO CENTERLINE OF TANDEM REAR AXLE) We PADDOCK 3 23 REAR OVERHANG PAST TANDEM AXLE CENTERLINE = 9.6’ at a tcl + az BLOCK 152.02 g TRUCK WIDTH = 8.0 wu $3 LOT 162 FLUSH CONC. SAND = = CENTERLINE OF FRONT AXLE OF APPROACHING TRUCK oO 6 RETENTION CURB (TYP.) IB = SWEPT ENVELOPE OF THE APPROACHING TRUCK « & FRAME DWELLING I ra 8 w 5 B = CENTERLINE OF FRONT AXLE OF MANEUVERING & EXITING TRUCK TRUCK ra 8 3 3 Bi \ = SWEPT ENVELOPE OF MANEUVERING & EXITING TRUCK TRUCK re FRAME DWELLING & " ° H THE SWEPT ENVELOPE IS THE WIDER OF THE PATHS OF THE WHEELS OR THE TRUCK BODY & a ° 3 i TRUCK MOVEMENTS WERE GENERATED BY THE VEHICLE TURNING SIMULATION MODULE OF AUTOCAD LAND DEVELOPMENT DESKTOP. g es wet wi . a, Ge b063s ik opps 5 3 f ‘} 6 8 23 3 . > i b * ee oe f cara : ; Se os we | | 125.00" P.0.B.\. Pad : ; N50" 58° ow 1 7) ™ ner 2 ihe . . . Re. Be Tw sf ee ra 2 i == Bes “ \ j PROPOSED ONE-WAY DGA DRIVEWAY a Va ; craven canes s— ~] q PROPOSED 4 [es raven + aa BRVE : 5 KS = : => i DEP. CURB x Z : me === == oi NICHOLAS AVENUE\. 1m seen Fas Hl = PROPOSED ALUMINUM OR STEEL 2-LEAF (Sa RIGHT OF WAY PER TAX FRPRAP CHANNEL, = — — _ weuclan Bunek sms GATE W/ ELECTRIC OPENER AND KEYPAD naP> : = + Cos [og] eon 6’ HIGH, LESS THAN 50% OPAQUE we Fg . ea eee L_ — Mid Ay BATE ls, cop a7a.e | PROPOSED LOCATION FOR REFUSE AND RECYCLING Inv 486g . seiner PATH on \ \ BUILDINGS INSIDE OF EXISTING BASEMENT , | ADIOINERS, WERE Seneca Rte 26 PICK UP SHALL NOT BE BEFORE 7:30 AM “Onn FENCE BLOCK 15227 GOOGLE EARTH PRO IMAGERY | PROPOSED ALUMINUM OR STEEL 2—LEAF \ \ | GATE W/ ELECTRIC OPENER AND KEYPAD BLOCK 152.26 BLOCK 152.26 6’ HIGH, LESS THAN 50% OPAQUE: \ BLOCK 152.26 BLOCK 152.26 LOT 6 | LOT 5 BLOCK 152.26 LOT 10 LOT7 LOT4 \ BLOCK 152.26 BLOCK 152.26 \ BLOCK 152.26 LOTs | LOT3 BLOCK 152.26 LOTS LOT2 \ 1 ii TRUCK MOVEMENTS | FRAME DWELLING FRAME DWELLING \ FRAME. DWELLING FRAME DWELLING | FRAME DWELLING Sheet SE-17 \ FRAME. DWELLING | FRAME DWELLING | FRAME OWELLNG ae seat ownune PROPOSED SITE IMPROVEMENTS FRAME DWELLING | | MONTCLAIR STABLES \ | TAX LOTS 176, 179 & 186 BLOCK 152.02 | TAX MAP SHEET 77 l | | BLOCK 152.26 THE TOWNSHIP OF WEST ORANGE SS = = __ __ LOT1 === ESSEX COUNTY, NEW JERSEY CANNON STREET Cunningham Engineering a Design; LLE <S0° RIGHT mee PER TAX Certificate Of Authorization Nox 24GA28204400 213

6 THE TOWNSHIP OF WEST ORANGE SS = = __ __ LOT1 === ESSEX COUNTY, NEW JERSEY CANNON STREET Cunningham Engineering a Design; LLE <S0° RIGHT mee PER TAX Certificate Of Authorization Nox 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 RMCNJPE@YAHOO.COM GRAPHIC SCALE | AUGUST 25, 2025 Cdut ie) 10 20 30 60 120 Z ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM SCALE: 1230" AUGUST 25, 2025 PROFESSIONAL ENGINEER N.J. LICENSE GE31540