76 Ashland Avenue Site 2025 06 30 Lighting 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.) FIRE LANE - NO PARKING 1.9 2.4 3.1 3.6 3.3 3.2 3.4 3.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 3.2 4.6 4.3 3.8 3.3 3.3 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 3.9 4.9 4.9 4.3 3.6 3.1 2.8 3.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.4 0.7 3.7 4.4 4.7 4.3 3.7 3.2 2.9 2.8 2.7 2.7 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.0 3.2 4.2 4.4 4.6 4.4 3.7 3.4 3.2 3.2 3.0 2.8 2.4 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 2.5 3.7 4.6 5.0 4.7 4.2 3.9 3.7 3.6 3.4 3.1 2.7 2.2 1.9 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.0 1.5 2.6 3.4 4.6 5.2 5.1 4.6 4.6 4.2 3.8 3.3 2.9 2.6 2.2 1.7 1.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 0.9 1.1 1.2 1.4 1.9 3.0 4.2 5.4 5.7 5.6 5.4 4.6 3.8 3.3 2.9 2.5 2.0 1.6 1.3 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 1.4 1.7 1.5 1.3 1.2 1.1 1.4 2.2 3.9 5.5 6.4 6.4 6.1 5.1 4.1 3.5 3.0 2.5 2.0 1.7 1.4 1.1 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.8 1.7 2.1 1.9 1.7 1.1 0.9 0.9 1.2 2.0 3.1 5.4 6.7 6.9 6.7 5.7 4.7 3.8 3.1 2.6 2.3 2.0 1.6 1.2 0.9 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2

0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.8 1.7 2.1 1.9 1.7 1.1 0.9 0.9 1.2 2.0 3.1 5.4 6.7 6.9 6.7 5.7 4.7 3.8 3.1 2.6 2.3 2.0 1.6 1.2 0.9 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.4 0.8 1.5 1.8 1.9 1.5 1.2 1.2 1.0 1.1 1.3 1.9 2.7 5.0 6.7 7.5 7.3 6.4 5.3 4.3 3.7 3.1 2.7 2.3 1.8 1.4 1.0 0.8 0.6 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.6 1.0 1.3 1.5 1.6 1.3 1.3 1.5 1.3 1.3 1.4 1.6 2.1 2.3 3.4 6.0 7.4 8.0 7.7 6.6 5.3 4.4 3.7 3.2 2.6 2.0 1.5 1.2 0.9 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.0 1.1 1.2 1.3 1.3 1.2 1.5 1.4 1.7 1.9 1.7 1.7 2.1 2.2 2.3 2.3 3.7 7.0 8.5 8.5 8.3 6.7 5.3 4.4 3.4 2.6 2.1 1.7 1.3 0.9 0.6 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.9 1.3 1.5 1.4 1.2 1.2 1.1 1.5 1.4 1.9 2.4 2.7 2.5 2.3 2.4 2.3 2.3 2.3 2.7 4.8 8.8 9.7 9.7 8.4 6.1 4.7 3.4 2.7 2.2 1.8 1.3 1.0 0.6 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.5 0.9 1.4 1.5 1.5 1.3 1.2 1.3 1.1 1.4 1.8 2.3 3.1 3.8 4.1 2.7 2.5 2.4 2.5 2.8 2.9 2.9 8.0 10.5 9.6 8.9 6.5 4.7 3.8 3.1 2.3 1.9 1.4 0.9 0.6 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.5 0.9 1.1 1.2 1.3 1.4 1.3 1.4 1.6 0.9 1.1 2.1 2.6 2.9 3.3 5.1 6.4 3.9 3.0 2.9 3.2 3.5 3.2 2.6 2.2 7.3 9.2 8.4 7.4 5.4 3.9 3.1 2.4 1.8 1.2 0.8 0.5 0.4 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.5 1.2 1.4 1.4 1.3 1.2 1.2 1.3 1.5 1.5 1.2 1.5 1.7 2.1 3.5 3.7 3.5 4.5 10.8 9.5 4.4 4.1 4.3 4.1 3.2 6.8 7.4 7.6 6.2 4.2 3.0 2.2 1.3 0.9 0.7 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 1.1 1.9 1.9 1.8 1.4 1.2 1.1 1.2 1.6 1.1 1.5 2.0 2.5 2.8 3.2 3.3 4.6 4.1 3.7 8.7 15.3 8.0 5.0 4.8 4.1 6.9 7.1 6.5 4.5 3.0 2.0 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.4 1.2 1.8 2.0 1.8 1.3 1.0 1.0 1.2 1.8 1.3 1.7 2.3 3.1 3.7 4.2 4.5 4.5 5.1 4.6 4.3 4.2 11.2 9.7 5.7 5.3 6.4 6.1 4.3 2.4 1.6 1.1 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 1.1 1.5 1.8 1.5 1.2 1.0 1.1 1.3 1.1 1.5 2.0 2.5 3.3 4.2 4.8 5.2 5.6 5.9 4.5 4.8 4.4 4.2 4.8 6.5 5.3 4.4 3.3 2.5 1.4 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.1 1.2 1.3 1.1 1.0 1.0 1.1 1.4 1.1 1.6 2.3 3.0 3.7 4.5 5.2 5.6 5.6 5.6 5.5 4.4 3.3 3.9 3.7

1.4 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 1.1 1.2 1.3 1.1 1.0 1.0 1.1 1.4 1.1 1.6 2.3 3.0 3.7 4.5 5.2 5.6 5.6 5.6 5.5 4.4 3.3 3.9 3.7 2.3 2.5 1.8 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.6 0.9 1.0 1.0 1.1 0.9 0.9 0.9 1.1 1.0 1.0 1.4 2.2 3.2 4.0 4.8 5.5 6.0 5.9 5.7 5.5 4.9 3.9 2.8 3.1 1.3 1.5 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 0.8 1.0 1.0 0.8 0.8 0.7 0.8 1.0 0.9 1.2 1.7 2.0 2.8 4.0 4.9 5.5 5.8 6.5 6.1 5.4 4.8 4.1 3.1 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.4 0.6 0.7 0.9 0.8 0.6 0.5 0.5 0.8 0.7 1.0 1.5 2.2 2.5 3.7 4.7 5.5 5.6 5.7 5.7 5.3 4.7 4.0 3.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.4 0.4 0.5 0.6 0.7 0.8 0.7 0.6 0.4 0.4 0.5 0.7 1.1 1.6 2.4 3.3 3.9 5.2 5.7 5.6 5.4 5.2 4.4 3.5 3.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.5 0.7 0.6 0.6 0.6 0.7 0.8 0.8 0.8 0.7 0.5 0.6 0.8 1.1 1.6 2.3 3.2 4.4 4.7 5.2 5.1 5.1 4.4 3.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.4 0.4 1.0 1.3 0.9 0.7 0.7 0.7 0.8 1.0 1.1 1.1 1.0 0.7 0.7 0.9 1.2 1.6 2.1 2.8 4.0 3.9 4.4 5.2 4.8 3.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 2.2 3.0 2.0 1.3 0.4 0.5 0.7 1.0 1.2 1.4 1.5 1.5 1.3 0.8 1.0 1.3 1.7 2.1 2.7 3.6 4.8 6.7 6.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.8 5.1 8.4 4.9 0.3 0.4 0.6 0.8 1.1 1.4 1.7 2.0 2.1 2.0 1.7 1.3 1.6 1.9 2.2 2.1 3.4 10.6 15.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 2.1 7.2 13.5 0.5 0.7 0.9 1.2 1.5 1.9 2.3 2.6 2.7 2.6 1.6 2.1 1.9 1.5 2.9 5.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.6 3.3 6.3 0.6 0.8 0.9 1.2 1.6 2.1 2.6 3.0 3.3 3.4 3.1 1.4 1.2 1.6 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.4 0.0 0.0 0.9 1.0 1.3 1.7 2.3 2.8 3.3 3.7 3.8 3.0 2.1 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.0 0.0 0.0 0.0 0.8 0.9 1.3 1.7 2.3 2.9 3.5 3.8 3.6 3.6 3.1 0.5 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.3 2.7 3.0

1.0 1.3 1.7 2.3 2.8 3.3 3.7 3.8 3.0 2.1 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 0.0 0.0 0.0 0.0 0.8 0.9 1.3 1.7 2.3 2.9 3.5 3.8 3.6 3.6 3.1 0.5 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 2.3 2.7 3.0 3.1 3.6 4.0 4.0 3.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.0 2.1 2.4 2.7 3.7 4.4 4.9 4.8 3.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.8 2.0 2.5 3.2 4.2 5.3 5.9 4.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 1.8 2.3 2.8 3.6 4.6 5.0 5.6 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 1.4 1.7 2.1 2.5 2.8 3.3 4.2 5.2 8.0 9.7 0.0 0.0 0.0 0.0 0.0 0.6 0.8 1.0 1.3 1.5 1.8 1.9 2.2 2.6 3.5 4.2 5.8 11.6 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.5 0.7 0.9 1.1 1.3 1.4 1.5 1.8 2.0 2.3 2.6 3.3 5.7 10.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.1 1.3 1.4 1.5 1.5 1.4 1.8 2.6 4.9 3.8 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.9 1.0 1.0 0.8 0.9 0.9 1.0 1.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.6 0.5 0.6 0.5 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.1 0.0 1.6 1.0 0.7 0.0 6.4 3.7 2.0 1.0 0.4 0.0 11.9 7.6 3.5 1.0 0.3 0.1 5.5 9.4 8.3 3.2 1.3 0.4 0.2 0.1 0.0 3.5 4.6 5.4 2.4 1.4 0.6 0.3 0.1 4.1 3.7 3.0 3.1 1.7 0.9 0.5 0.3 0.1 0.1 0.0 9.6 6.0 3.6 2.4 1.2 0.4 0.3 0.2 0.1 0.1 0.0 6.8 11.4 8.9 4.1 1.7 0.7 0.3 0.2 0.1 0.1 0.1 3.9 6.4 6.8 3.0 1.5 0.8 0.3 0.2 0.0 0.0 0.0 0.0 2.1 2.8 3.2 1.7 1.1 0.7 0.4 0.2 0.0 0.0 2.0 1.8 1.8 1.8 0.9 0.6 0.4 0.3 0.2 0.0 0.00.0 3.9 2.3 1.7 1.3 0.7 0.3 0.2 0.2 0.0 0.0 0.0 8.7 8.4 4.7 2.0 1.0 0.5 0.2 0.1 0.1 0.0 0.0 9.7 10.4 6.3 1.9 0.8 0.3 0.1 0.1 0.1 0.0 0.0 2.9 5.3 6.8 4.4 2.0 0.9 0.4 0.2 0.1 0.1 0.0 0.0 3.2 3.2 3.5 2.8 1.4 0.8 0.4 0.2 0.1 0.1 0.0 0.0 5.8 3.7 2.7 1.9 0.7 0.4 0.3 0.2 0.1 0.0 0.0 9.4 10.4 6.0 2.4 1.2 0.5 0.1 0.2 0.1 0.1 0.07.6 9.3 5.9 2.2 1.1 0.0 0.0 0.0 0.1 0.1 0.0 1.5 3.2 4.6 3.5 1.8 1.1 0.0 0.0 0.0 0.0 0.0 0.00.9 1.4 1.9 1.8 0.9 0.7 0.0 0.0 0.0 0.0 0.0 1.0 0.9 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0

6 9.3 5.9 2.2 1.1 0.0 0.0 0.0 0.1 0.1 0.0 1.5 3.2 4.6 3.5 1.8 1.1 0.0 0.0 0.0 0.0 0.0 0.00.9 1.4 1.9 1.8 0.9 0.7 0.0 0.0 0.0 0.0 0.0 1.0 0.9 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GME-25-020JRG NG 1"=20' 2 204/30/2025 OF JOSEPH GOLDEN, P.E., P.P. CHECKEDDRAWN SCALE SHEET No.DATE PROJECT No. PROFESSIONAL ENGINEER, NJ LICENSE No. 24GE03298200 LIGHTING PLAN PROFESSIONAL PLANNER, NJ LICENSE No. 3920 DESCRIPTION REVISION DATE BY REF. N.J.S.P.C.S. (NAD 83) 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 EX-4LMH:24EX-4LMH:24 EX-1 MH:18 EX-2 MH:18 EX-6 MH:9 EX-3 MH:9 EX-1 MH:18 EX-5 MH:9 EX-5 MH:9 EX-5 MH:9 EX-5R MH:24 EX-5 MH:8 EX-3 MH:9.5 EX-5 MH:9 EX-1 MH:18 EX-1 MH:18 EX-1 MH:18 EX-6 MH:9 EX-6 MH:9 EX-5R MH:24 EX-5 MH:9 EX-2 MH:18 FOUNDATION DEPTH MOUNTING HEIGHT 2' MIN. 3" CLEAR COVER FOR ALL REBAR LIGHT POLE INSTALLATION DETAIL NOT TO SCALE NOTES: 1. MINIMUM SOIL BEARING PRESSURE OF 1500 PSF, SOIL FRICTION ANGLE OF 30 DEGREES, AND SOIL DRY UNIT WEIGHT OF 120 PCF SHALL BE CONFIRMED IN THE FIELD BY A QUALIFIED PROFESSIONAL. 2. CAST-IN-PLACE CONCRETE SHALL BE CONSOLIDATED USING VIBRATOR. 3. ALL REBAR TO BE NEW GRADE 60 STEEL. 4. PRE-CAST PIERS ACCEPTABLE UPON WRITTEN APPROVAL OF SHOP DRAWING BY ENGINEER. 5. CONCRETE TO BE INSTALLED A MINIMUM OF 7 DAYS PRIOR TO INSTALLING LIGHT POLE. POURED CONCRETE MIX REQUIRED TO OBTAIN 80% OF DESIGN STRENGTH PRIOR TO INSTALLING LIGHT POLE. 6. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" (WITHIN 1" TOLERANCE). 7. POLE SHALL BE RATED FOR 10 MPH HIGHER THAN MAXIMUM WIND SPEED 33FT ABOVE GROUND FOR THE AREA BASED ON ANSI/ASCE 7-93. 8. POUR TO BE TERMINATED AT A FORM. 9. WORK SHALL CONFORM TO ACI BEST PRACTICES FOR APPROPRIATE TEMPERATURE AND WEATHER CONDITIONS. 10. CONTRACTOR TO TEMPORARILY SUPPORT ADJACENT SOIL AND STRUCTURES DURING EXCAVATION IF REQUIRED. MOUNTING ARM BY LIGHTING MANUFACTURER SEE PLAN FOR NUMBER AND ORIENTATION OF FIXTURES HANDHOLE WITH COVER LIGHT POLE BY LIGHTING MANUFACTURER (SEE NOTE 7) ELECTRIC CONDUIT STUB UP MINIMUM 12" ANCHOR BOLTS AND BASE PLATE BY LIGHTING MANUFACTURER 1" CHAMFER HIGH-STRENGTH NON-SHRINK GROUT 36" 3 TIES AT 4" C-C REINFORCEMENT TIES SPACING (12"

ER (SEE NOTE 7) ELECTRIC CONDUIT STUB UP MINIMUM 12" ANCHOR BOLTS AND BASE PLATE BY LIGHTING MANUFACTURER 1" CHAMFER HIGH-STRENGTH NON-SHRINK GROUT 36" 3 TIES AT 4" C-C REINFORCEMENT TIES SPACING (12" OVERLAP) VERTICAL REINFORCEMENT BARS EQUALLY SPACED CAST-IN-PLACE CONCRETE ROUND PIER FOUNDATION, 3000 PSI AIR-ENTRAINED CONCRETE AT 28 DAYS COMPACTED SUITABLE BACKFILL TO 95% OPTIMUM DRY PROCTOR DENSITY IN LIFTS OF LESS THAN 9" OF UNCOMPACTED SOIL FOUNDATION DIAMETER LIGHTNING GROUND ROD AND ALL ELECTRICAL COMPONENTS TO COMPLY WITH NATIONAL ELECTRIC CODE LANDSCAPING < 36" CURB OR EDGE OF PAVEMENT EX-1 EX-2 EX-3 EX-4L EX-5R EX-6 EX-5 Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 5 EX-1 Single T4-32L-1-HSS NV-1-T4-32L-1-30K7-UNV-ASA-BRZ-XX-HSS-MME/P1 0.950 7624 106 530 2 EX-2 Single T2-16L NV-1-T4-16L-53-30K7-UNV-ASA-BRZ-XX-HSS/ MME 0.950 1986 28 56 2 EX-3 Single Wall Mt T2 M30-36-T2-XX-3K-UNV-0/10V-GS 0.950 2549 36 72 2 EX-4L Single Corner Left NV-1-64L-53-30K7-LEFT CORNER OPTIC 0.950 4687 103 206 2 EX-5R Single RIGHT CORNER OPTIC NV-1-64L-1-30K7-RIGHT CORNER OPTIC 0.950 9286 200 400 3 EX-6 Single Canopy Lt ORX1-T5-16L-85-30K7-UNV-CM-BRZ-BABA-DPLC 0.950 4826 43 129 6 EX-5 Single Egress Wall Mt M20-M-26-T2-IG-70-3K-UNV-0/10V-EMPK 0.900 2256 26 156