76 Ashland Avenue Site 2025 06 30 Site Plan REV FINAL DSig

BC 170.85 BC 170.36 BC 171.01 BC 171.18 BC 171.42 BC 171.62 BC 171.75 BC 172.14 BC 172.44 BC 171.87 BC 171.59 BC 171.25 BC 171.16 BC 170.58 BC 170.78 BC 170.97 BC 170.83 BC 171.05 BC 171.30 BC 170.81 BC 170.64 BC 166.59 BC 166.78 BC 167.29 BC 167.56 BC 167.44 BC 166.73 BW 168.84 BW 172.53 BW 170.31 BW 170.60 BW 170.37 BW 169.06 BW 169.33 BW 169.23 BW 168.57 BW 169.71 BW 169.62 BW 169.90 BW 170.17 171.18 171.24 171.34 171.56 171.75 171.65 171.50 167.81 167.81 167.45 TC 167.06 171.52 171.16 171.00 171.55 172.64 171.74 172.15 172.84 171.92 171.15 171.26 171.34 169.83 170.10 170.85 171.19 171.25 171.30 170.61 169.56 168.63 172.24 172.11 169.27 169.16 168.95 171.73 171.37 170.60 170.41 170.06 169.98 169.85 169.63 169.78 169.29 169.37 169.09 169.28 169.72 170.06 169.63 169.22 168.46 168.73 167.98 167.61 167.91 168.70 169.77 169.77 169.20 169.38 169.46 168.79 168.00 167.43 167.32 167.36167.63 167.45 167.68 168.13 168.54 168.40 168.43 168.48 168.42 168.31 168.54 168.08 168.03 167.54 168.81 169.58 169.68 169.72 169.77 169.65 169.74 169.70 168.56 168.90 169.64 169.09 169.57 168.94 168.52 168.12 169.54 169.84 168.87 169.19 168.40 171.14 171.06 170.57 170.15 169.93 171.33 171.02 170.92 169.75 170.12 169.09 168.76 168.85 169.14 169.94 169.87 169.80 169.85 169.52 169.65 171.48 169.46 169.58 167.29 167.94 169.00 168.98168.84 168.91 169.24 169.02 168.49 168.46 168.24 167.90 167.24 168.09 168.64 169.80 169.63 168.79 168.33 168.76 172.04 172.55 169.68 TC 171.19 TC 171.22 TC 171.63 TC 171.88 TC 172.13 TC 172.31 TC 172.61 TC 172.63 TC 172.28 TC 172.03 TC 171.70 TC 171.62 TC 170.92 TC 171.19 TC 171.36 TC 171.19 TC 171.38 TC 171.55 TC 171.18 TC 171.04 TC 167.00 TC 167.15 TC 167.39 TC 167.91 TC 167.57 TW 172.87 TW 172.90 TW 171.26 TW 171.57 TW 171.48 TW 171.15 TW 171.14 TW 169.59 TW 171.06 TW 170.93 TW 170.93 24" 14.73' 20.05' 4.85'5.12' 6.17'6.17' BLDG. 20.05' S 0.47' E BLDG. 14.47' N 0.78' E GAR. 0.39' N GAR. 0.21' N BLDG. 3.21' S C C/L FENCE L0.12' SW C C/L FENCE L 0.53' SE C C/L FENCE L 0.05' SE 6.66' NE E'LY FACE WALL 0.33' SE 3.87' 2.21' FRAME PLAT. 1.38' S PARK AVENUE A.K.A. ESSEX COUNTY ROUTE No. 658 7.00' 1-STORY FRAME SHED CONC. A.C. UNIT B.B. CURB YELLOW STRIPING YELLOW STRIPING CONC. MASONRY PLANTER HIGH 1 STORY MASONRY GARAGE 2 STORY BRICK BUILDING No. 24 2 STORY FRAME DWELLINGNo. 28 1 STORY MASONRY GARAGE 1 BAY GARAGE EL. 168.49 CONCRETE SIDEWALK CONCRETE

G YELLOW STRIPING CONC. MASONRY PLANTER HIGH 1 STORY MASONRY GARAGE 2 STORY BRICK BUILDING No. 24 2 STORY FRAME DWELLINGNo. 28 1 STORY MASONRY GARAGE 1 BAY GARAGE EL. 168.49 CONCRETE SIDEWALK CONCRETE SIDEWALK MACADAM MACADAM ABUTS BUILDING MAC. PVMT.MACADAM PAVEMENT NO RECORD OF EASEMENT PROVIDED FOR OVERHEAD WIRES CROSSING TAX LOT 31. NOTE: NO EVIDENCE OF CULVERT ALONG REAR PROPERTY LINE MACADAM ABUTS BUILDING CLEAN OUT O.H.W. FIRE ESCAPE LOT 20 BLOCK 62 TAX MAP LANDS N/F OF ASHLAND PROPERTIES LLC LOT 21 BLOCK 62 TAX MAP LANDS N/F OF FRANK ENCH LOT 22.01 BLOCK 62 TAX MAP LOT 27 (T.M.) LOT 28 (T.M.) LOT 29 (T.M.) LOT 30 (T.M.) LOT 31 (T.M.) LOT 34BLOCK 62 TAX MAP LOT 19 (T.M.) LOT 17 (T.M.) N 53°05'25" W 50.00' N 36°43'18" E 50.58' N 58°31'16" W 236.19' N 32°37'53" E 176.68' S 53°25'00" E 166.84' N 36°35'00" E 147.00' S 53°25'00" E 231.31' ASHLAND AVENUE (FORMERLY BEAVER STREET) (50' R.O.W.) SANI. M.H. RIM=171.67 INV=163.07 8" SANI. 8" SANI.8" SANI. 275.34' BTWN. M.H.'s 278.12' BTWN. M.H.'s SANI. M.H. RIM=170.94 INV=162.04 8" SANI. SANI. M.H. RIM=171.05 INV=164.13 BLDG. 2.22' S BLDG. 2.22' S BLDG. 0.20' N 18.93' 18.79' BLDG. 1.48' E BLDG. 3.47' N 1.43' W BLDG. 3.41' N 1.32' E BLDG. 2.79' N 1.26' E BLDG. 1.46' W DOCK 2.79' S 10.41' W C C/L FENCEL3.47' S 0.19' E C C/L FENCEL 1.83' S C C/L FENCEL 1.20' S PORCH 2.15' S 7.46' CONC. 0.89' N CONC. ON LINE PORCH 0.19' N BLDG. 1.15' N 1.80' E BLDG. 1.75' E C C/L FENCEL4.32' E C C/L FENCEL 1.23' S 1.08' E 14.90' 13.16' 'B' INLET HEAD=170.79 GRATE=170.29 (b) (c) 'A' INLET GRATE=167.22 INV(a)=166.46 INV(b)=164.92 INV(c)=164.92 (a) (b) 'A' INLET GRATE=167.96 "DAMAGED" INV(a)=166.21 INV(b)=166.16 (a) (b) (c) (d) 'A' INLET GRATE=167.19 INV(a)=166.44 INV(b)=166.09 INV(c)=165.94 INV(d)=164.99 (a) 4" PVC 12" RCP 4" PVC 12" PVC TRIPLE 6" PVC FROM METAL BLDG. OUTFLOW TO CULVERT INVERT NOT ACCESSIBLE OUTFLOW TO CULVERT INVERT NOT ACCESSIBLE 12" RCP 4" PVC 4" METAL 'A' INLET GRATE=167.88 "DIRT FILLED" APPROX. LOCATION STORM CULVERT APPROX. LOCATION STORM CULVERT CAPPED ROOF LEADER STORM INLET GRATE=168.07 "DEBRIS FILLED" FOUND PK/DISC 0.16' N / 0.05' W BSMT. EL. 167.35 FFL EL. 174.36 FFL EL. 172.52 ROOF RIDGE EL. 193.43 ROOF RIDGE EL. 195.56 ROOF RIDGE EL. 194.83 ROOF RIDGE EL. 188.20 ROOF RIDGE EL. 204.08 ROOF RIDGE EL. 199.49 GAR. EL. 170.08 GAR. EL. 168.04 FFL EL. 172.24 FFL EL. 170.91 FFL EL. 171.70 3

EL. 193.43 ROOF RIDGE EL. 195.56 ROOF RIDGE EL. 194.83 ROOF RIDGE EL. 188.20 ROOF RIDGE EL. 204.08 ROOF RIDGE EL. 199.49 GAR. EL. 170.08 GAR. EL. 168.04 FFL EL. 172.24 FFL EL. 170.91 FFL EL. 171.70 3 STORY BRICK BUILDING No. 88 2 STORY FRAME & STUCCO SIDING DWELLING No. 86 2 STORY FRAME DWELLING No. 84 2ND FLR. O.H. DEP. CURBBEL. BLK. CURB DEP. CURB DEP. CURB BEL. BLK. CURB OPEN COV'D PORCH B.B. CURB CONC. DRIVE EAVE OIL FILL CAP CONCRETE SIDEWALK ROOF OVER MAS. PLAT 2 STORY FRAME DWELLING No. 80 1 STORY MASONRY BUILDING No. 78 8" WATER LINE 6" GAS LINE ELEV'D LOAD. DOCK CONC. CELL. ENTRY PLAT. WIND. WELL STEPS TO LWR. LVL. FFL EL. 171.70 PLAT. & STEPS CHIM. CELLAR STEPS CHIM. MAC. DRIVE 1 STY. PLAT. & STEPS CONC.OPEN COV'D FRAME PORCH MACADAM PAVEMENT MACADAM PAVEMENT CONC. B.B. CURB CONC. B.B. CURB LANDSCAPE FRAME PLAT. & STEPS ELEC. TRANS. ROOF OVER 3 STORY BRICK BUILDING 2 STORY METAL BUILDING CONC. WALK LOADING DOCK EL. 172.72 METAL PLAT. & STEPS AWNING MACADAM PAVEMENT MACADAM PAVEMENT DEPRESSED CURB FFL EL. 170.14 FFL EL.172.73 MULTI-STORIED BUILDING MACADAM APRON DEPRESSED CURB CONCRETE APRON CONCRETE CURB CONC. RAMP/APRON LOT 19 (T.M.) BENCHMARK #907 PK EL. 167.30 BENCHMARK #904 PK EL. 171.04 BENCHMARK #920 PK EL. 171.03 169 169 169 169 168 168 169 170 167 168 167 168 169 169 169 168 168 168 168 169 169 169 169 172 172 172 171 171 171 171 171 171 171 170 171 WHITE STRIPING (TYP.) NOTE: ALL ROOF LEADERS GO INTO GROUND EXCEPT AS NOTED. RL SPILLS ONTO GROUND GUARD RAIL AT TOP OF CONC.WALL GATE 7.00' 20.00' 10.00'10.00' 20.00' WIDE STORM SEWER EASEMENT PER TAX MAP. NO RECORD EASEMENT PROVIDED. SURVEYOR HIGHLY RECOMMENDS FURTHER INVESTIGATION. 7.00' WIDE STORM SEWER EASEMENT BLDG. 1.16' S 41.22' M.H. RIM EL. 169.38 CONC. PLAT. WHITE STRIPING (TYP.) BLUE STRIPING BROKEN MACADAM & GRAVEL MACADAM PAVEMENT ROOF EL. 187.11 ROOF EL. 193.42 FFL EL. 169.10 MASONRY GARAGE MASONRY GARAGE 1 STORY FRAME & STUCCOBUILDING B.B. CURB B.B. CURB CONC. GATE GATE CONCRETE PAVEMENT ROOF OVER CONCRETE PAVEMENT CONCRETE OVERGROWN VEGETATION ALONG CHAIN LINK FENCE SURVEYOR UNABLE TO LOCATE END OF CONCRETE CONCRETE TIMBER GUARDRAIL R.R. TIE WALL ROOF EL. 197.87 ROOF EL. 185.97 ROOF RIDGE EL. 195.48 FFL EL. 168.98 FFL EL. 169.20 170 169 'B' INLET HEAD=167.15 GRATE=166.69 INV(out)=163.72 STORM INLET GRATE=167.65 INV( 4"PVC)=166.82 4"PVC 147.35' N 53°25'00"

.87 ROOF EL. 185.97 ROOF RIDGE EL. 195.48 FFL EL. 168.98 FFL EL. 169.20 170 169 'B' INLET HEAD=167.15 GRATE=166.69 INV(out)=163.72 STORM INLET GRATE=167.65 INV( 4"PVC)=166.82 4"PVC 147.35' N 53°25'00" W FOUND BLUESTONE MON. 2.00' N 2.00' W 172 172 VINYL & METAL AWN. BLDG. 2.85' BLDG. 2.72' E 7.74' BLDG. 83.83' E BLDG. 85.58' E CONCRETE LOADING DOCK MACADAM PAVEMENT 12" RCP M.H. RIM EL. 167.23 CELL. ENTRY CONC.CONC. LEDGE TAX MAP LOT LINE (TYPICAL) LOT 32 BLOCK 62 TAX MAP 168 168 169 12' R.O.W. TO TOWNSHIP OF WEST ORANGE TO MAINTAIN CONCRETE CULVERT [DB I-90 PG 41] SURVEYOR UNABLE TO VERIFY STORM CULVERT LOCATION (INACCESSIBLE) LANDS N/F 24 PARK AVENUE WEST ORANGE, LLC LANDS N/F WEST ORANGELOGISTICS,LLC 264.00' FROM THE INTERSECTION WITH THE SOUTHERLY R.O.W. OF PARK AVENUE TO THE CENTERLINE OF 15' WIDE ACCESS EASEMENT FOR A STORM WATER SEWER DRAINAGE FACILITY TO THE TOWNSHIP OF WEST ORANGE [DB 5009 PG 192] ELEV'D FRAME PLAT. & STEPS 12.00' FRAME & MASONRY GARAGE 170 169 PARK AVENUE A.K.A. ESSEX COUNTY ROUTE No. 658 (100' R.O.W.) CONC. PAD CONC. PAD BOLLARDS (TYP.) 8 2 HANDICAP PARKING SIGN RE-STRIPE TWO (2) SPACES IN ACCORDANCE WITH ACCESSIBLE DETAIL EXISTING ASPHALT PARKING LOT TO REMAIN 8.0' ±8.0' 18.0' 9 8 4 5 2c 3 HANDICAP PARKING SIGN 6' SLATTED CHAIN LINK FENCE (MEET EXISTING) EXISTING FENCE AND GATE TO REMAIN 6" CURB STOP (TYPICAL) RESET/REPAIR INLET GR:167.2 RESET/REPAIR INLET GR:167.2 HP:167.6 x FLOW FLOW RESET/REPAIR INLET GR:167.9 6' SLATTED CHAIN LINK FENCE (MEET EXISTING) 20' WIDE, 6' HIGH SLATTED CHAIN LINK GATE REMOVE AND RECONSTRUCT 16.500 SF PARKING SURFACE RESET MONITORING WELL CAP (TYPICAL) 9.0' 18.0' 9.0' 20.0' 6" PIPE BOLLARD (TYP) 3.6 KW NATURAL GAS EMERGENCY GENERATOR & SOUND ATTENUATION (7) YERRR CANNA PARKING ONLY (2) COMPACT CAR PARKING ONLY "DO NOT ENTER" R5-1 FIRE LANE - NO PARKING FIRE LANE STRIPING AND TEXT IN ACCORDANCE WITH CURRENT INTERNATIONAL FIRE CODES ELECTRIC VEHICLE CHARGING STATION BY OTHERS FIRE SUPPLY LINE (SEE MECHANICAL PLANS FOR SIZE AND MATERIAL) NEW DOMESTIC SERVICE (SEE MECHANICAL PLANS FOR SIZE AND MATERIAL) SHED TO BE REMOVED 6" PIPE BOLLARD (TYP) 3.6 KW NATURAL GAS EMERGENCY GENERATOR & SOUND ATTENUATION HANDICAP PARKING SIGN 3-CS, 4' O.C. 6-HM, 2' O.C. 3-CS, 4' O.C. 6-HM, 2' O.C. 4-CS, 4' O.C. 15-HM, 2' O.C. 8-CS, 4' O.C. GME-25-020JRG NG 1"=20' 1 204/30/2025 OF JOSEPH GOLDEN, P.E., P.P. CHECKEDDRAWN SCALE

AP PARKING SIGN 3-CS, 4' O.C. 6-HM, 2' O.C. 3-CS, 4' O.C. 6-HM, 2' O.C. 4-CS, 4' O.C. 15-HM, 2' O.C. 8-CS, 4' O.C. GME-25-020JRG NG 1"=20' 1 204/30/2025 OF JOSEPH GOLDEN, P.E., P.P. CHECKEDDRAWN SCALE SHEET No.DATE PROJECT No. PROFESSIONAL ENGINEER, NJ LICENSE No. 24GE03298200 MINOR SITE PLAN, LANDSCAPE AND LIGHTING PROFESSIONAL PLANNER, NJ LICENSE No. 3920 DESCRIPTION REVISION DATE BY REF. N.J.S.P.C.S. (NAD 83) GENERAL NOTES: 1. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NJ; 2. A ROAD OPENING PERMIT IS REQUIRED PRIOR TO THE CONSTRUCTION OF ANY IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY; 3. OUTSIDE OF RE-PAVING EXISTING PARKING, THE TOTAL LIMIT OF DISTURBANCE IS LESS THAN 5,000 SF; NO COUNTY SOIL EROSION PERMIT IS REQUIRED; 4. ALL EXCAVATED OR DEMOLISHED MATERIAL TO BE REMOVED AND DISPOSED AT A LICENSED RECYCLING FACILITY; 5. THE APPLICANT TO REPAIR ANY PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION INCLUDING SIDEWALK, CURB, PAVEMENT AND UTILITIES; 6. ALL IMPROVEMENTS TO BE IN ACCORDANCE WITH STANDARD TOWNSHIP OF WEST ORANGE DETAILS OR THE CURRENT NJDOT STANDARDS; 7. CONTRACTOR TO CALL 811 FOR UTILITY MARK-OUTS PRIOR TO BEGINNING CONSTRUCTION; 8. RESTORE ALL AREAS DISTURBED BY CONSTRUCTION OR DEMOLITION WITH 5" TOPSOIL AND SEED; 9. THERE IS NO INCREASE OF IMPERVIOUS SURFACE, NO NEW STORMWATER MEASURES ARE PROPOSED; 10. EXISTING DRAINAGE PATTERNS AND DRAINAGE AMENITIES ARE APPROVED BY MEMORANDUM DATED MARCH 20, 2024 ADDRESSED TO THE WEST ORANGE PLANNING BOARD PREPARED BY CHIRAG V. THAKKAR, PE, LEED, AP; 11. TRASH REMOVAL WILL BE BY PRIVATE CONTRACT; 12. ALL SIGNS TO BE IN ACCORDANCE WITH THE CURRENT VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES; 13. IMPERVIOUS COVERAGE: 99.5% 14. BUILDING COVERAGE: 31.8% SURVEY REFERENCE: EXISTING CONDITIONS SHOWN HEREIN ARE BASED ON A SURVEY PREPARED BY DMC ASSOCIATES, INC. ENTITLED "TOPOGRAPHY SURVEY TAX LOT 20, BLOCK 62 , A.K.A. 86 ASHLAND AVENUE, TAX LOT 21, BLOCK 62 , A.K.A. 84 ASHLAND AVENUE, TAX LOT 22.01, BLOCK 62 , A.K.A. 76-82 ASHLAND AVENUE, TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY" DATED JULY 17, 2023, DMC PROJECT No. 2307017 (ELEVATION DATUM NAVD88) TAX LOT 22.01, BLOCK 62 A.K.A. 76-82 ASHLAND AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY TEL: (973) 714-2131 6 CAREY AVENUE, BUTLER, NJ 07405 AUTHORIZATION No.

017 (ELEVATION DATUM NAVD88) TAX LOT 22.01, BLOCK 62 A.K.A. 76-82 ASHLAND AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY TEL: (973) 714-2131 6 CAREY AVENUE, BUTLER, NJ 07405 AUTHORIZATION No. 2GA28098700 GOLDEN & MORAN ENGINEERING, LLC PLANNING AND DESIGN ACCESSIBLE PARKING STALL MARKINGS 18' MINIMUM 8' MINIMUM 8' MINIMUM NOT TO SCALE ADA ACCESSIBLE PARKING SIGN AND VAN ACCESSIBLE SUPPLEMENTAL SIGN (SEE SITE PLAN FOR EXACT LOCATION) 4" WIDE AZURE BLUE STRIPE 4" WIDE, AZURE BLUE STRIPING AT 24" SPACING HANDICAP PARKING SIGN NOT TO SCALE CURB STOP ROADWAY PAVEMENT 1.5" HOT MIX ASPHALT 9.5M64 SURFACE COURSE 3" HOT MIX ASPHALT 19.5M64 BASE COURSE 4" DENSE GRADED AGGREGATE NOT TO SCALE 3000 PSI CONCRETE FOOTING FIXED, 6" DIAMETER, STEEL PIPE BOLLARD YELLOW REFLECTIVE TAPE, 3" WIDE AND 6" FROM TOP OF BOLLARD STANDARD BOLLARD NOT TO SCALE DOUBLE SWING TYPE VEHICULAR GATE 6' CHAIN-LINK FENCE WITH SLATS NOT TO SCALE NOT TO SCALE PARKING REQUIREMENTS: 78 ASHLAND AVENUE (PER YERRR CANNA): 1,200 SF/9 SEATS - 7 SPACES 80 ASHLAND AVENUE (PER YERRR CANNA): 2-UNITS, 2-BEDROOM EACH, 1.5/BEDROOM 6 SPACES 82 ASHLAND AVENUE (PER YERRR CANNA): CULTIVATION, OFFICE, UNUSED SPACE 7 SPACES 76 AHLAND AVENUE (APPLICANTS BUILDING): PER 25-24.2 CONDITIONAL USES. (o)(4) except that a Cannabis Cultivator or Cannabis Manufacturer with no more than ten (10) employees shall provide at least 1 total parking space per 1,000 square feet of gross floor area. GROSS FLOOR AREA ±18,800 S.F. 19 SPACES TOTAL REQUIRED SPACES: 39 SPACES TOTAL SPACES PROVIDED: 41 SPACES 200' P.Q. KEY MAP OB-2 OB-2 RED ORANGE WEST ORANGE I SCALE:1"=200' CONDITIONAL USE REQUIREMENTS: 25-24.2 CONDITIONAL USES. GENERAL REQUIREMENTS. PURSUANT TO THE PROVISIONS OF THE MUNICIPAL LAND USE LAW, THE PLANNING BOARD SHALL HAVE THE POWER TO GRANT CONDITIONAL USES ON PARTICULAR SITES, ACCORDING TO THE DEFINITE SPECIFICATIONS AND STANDARDS SET FORTH IN SUBSECTION 25-24.2B. SUCH USE SHALL BE ONE WHICH IS SPECIFICALLY AUTHORIZED AS A CONDITIONAL USE BY THE TABLE OF DISTRICT REGULATIONS, FOR THE LOCATION IN THE DISTRICT WITHIN WHICH SUCH PARTICULAR SITE IS LOCATED. B.2.(O) LICENSED CANNABIS ENTITIES. LICENSED CANNABIS RETAILERS AND LICENSED MEDICAL CANNABIS DISPENSARIES SHALL BE PERMITTED AS A CONDITIONAL USE IN THE B-1, B-2, AND I DISTRICTS. ALL OTHER LICENSED CANNABIS ENTITIES SHALL BE PERMITTED AS A CONDITIONAL USE IN THE

AND LICENSED MEDICAL CANNABIS DISPENSARIES SHALL BE PERMITTED AS A CONDITIONAL USE IN THE B-1, B-2, AND I DISTRICTS. ALL OTHER LICENSED CANNABIS ENTITIES SHALL BE PERMITTED AS A CONDITIONAL USE IN THE I DISTRICTS. THESE CONDITIONAL USES SHALL BE SUBJECT TO THE FOLLOWING CONDITIONS: (1) THE LICENSED CANNABIS ENTITY SHALL BE REQUIRED TO HAVE A LOCAL LICENSE PURSUANT TO CHAPTER 5, SECTION 5-34 OF THE TOWNSHIP OF WEST ORANGE MUNICIPAL CODE. CONFORMS (2) NO LICENSED CANNABIS ENTITY, EXCEPT A PRE-APPROVED ENTITY AT ITS ORIGINALLY APPROVED LOCATION, SHALL BE LOCATED WITHIN FIVE HUNDRED FEET (500') OF THE PROPERTY LINE OF ANY PROPERTY WITH ANY SCHOOL BUILDING. CONFORMS (3) NO LICENSED CANNABIS ENTITY, EXCEPT A PRE-APPROVED ENTITY AT ITS ORIGINALLY APPROVED LOCATION, SHALL BE LOCATED WITHIN 500 FEET (500') FROM THE PROPERTY LINE OF ANY PROPERTY WITH A HOUSE OF WORSHIP, AS DEFINED UNDER CHAPTER 25, SECTION 25-4. CONFORMS (4) ALL LICENSED CANNABIS ENTITIES SHALL COMPLY WITH THE FOLLOWING PARKING REQUIREMENTS FOR NONRESIDENTIAL USES: (I) LICENSED CANNABIS RETAILERS SHALL COMPLY WITH THE MINIMUM REQUIRED NUMBER OF PARKING SPACES FOR RETAIL STORES AND PERSONAL SERVICES STORES OR STUDIOS NOT SEPARATELY LISTED; AND (II) ALL OTHER LICENSED CANNABIS ENTITIES SHALL COMPLY WITH THE MINIMUM REQUIRED NUMBER OF PARKING SPACES FOR LIGHT INDUSTRIAL, LABORATORY AND RESEARCH USES, EXCEPT THAT A CANNABIS CULTIVATOR OR CANNABIS MANUFACTURER WITH NO MORE THAN TEN (10) EMPLOYEES SHALL PROVIDE AT LEAST ONE (1) TOTAL PARKING SPACE PER 1,000 SQUARE FEET OF GROSS FLOOR AREA. CONFORMS (5) NO LICENSED CANNABIS ENTITY SHALL BE HOUSED IN A VEHICLE OR ANY MOVABLE OR MOBILE STRUCTURE. SHALL CONFORM (6) NO LICENSED CANNABIS ENTITY SHALL BE ALLOWED TO OPERATE AS A HOME OCCUPATION. CONFORMS (7) ANY SIGNAGE FOR A LICENSED CANNABIS ENTITY SHALL BE SUBJECT TO THE APPROVAL FROM EITHER THE PLANNING BOARD OR THE ZONING BOARD OF ADJUSTMENT UNDER THE GUIDELINES AND STANDARDS GOVERNING COMMERCIAL SIGNS AS SET FORTH WITHIN THE TOWNSHIP MUNICIPAL CODE. SHALL CONFORM (8) A LICENSED CANNABIS ENTITY SHALL MEET ALL OF THE REQUIRED SECURITY MEASURES AS SET FORTH IN CHAPTER 5, SECTION 5-34 OF THE TOWNSHIP OF WEST ORANGE MUNICIPAL CODE. SHALL CONFORM (9) CANNABIS CONSUMPTION AREAS, AS DEFINED IN THE NEW JERSEY CANNABIS REGULATORY, ENFORCEMENT ASSISTANCE, AND MARKETPLACE MODERNIZATION ACT, N.J.S.A. 24:6I-31, ET. SEQ.,

MUNICIPAL CODE. SHALL CONFORM (9) CANNABIS CONSUMPTION AREAS, AS DEFINED IN THE NEW JERSEY CANNABIS REGULATORY, ENFORCEMENT ASSISTANCE, AND MARKETPLACE MODERNIZATION ACT, N.J.S.A. 24:6I-31, ET. SEQ., SHALL BE PROHIBITED FROM ALL LICENSED CANNABIS ENTITIES. SHALL CONFORM KEY HM CS 1-GalRuby Spider DaylilyHemerocallis x 'Ruby Spider' 3-GalRed Osier DogwoodCornus sericia B+B B+B 27 18 COMMON NAMEBOTANICAL NAME ROOTSIZEQTY. PLANTING SCHEDULE: LANDSCAPE SPECIES MAY BE SUBSTITUTED WITH THE APPROVAL OF THE BOARD ENGINEER. DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL THIS PLAN IS APPROVED BY THE TOWNSHIP OF WEST ORANGE CHAIRPERSON SECRETARY ENGINEER DATE DATE DATE TOWNSHIP OF WEST ORANGE LAND USE BOARD