410 Main Civil revised 5 16 24

MARCH 15 AND MAY 1. C. MIXTURES DOMINATED BY WEEPING LOVEGRASS OR LEGUMES MAY NOT NEED TOPDRESSING. D. BERMUDAGRASS SHOULD BE TOPDRESSED BEFORE AUGUST 15. *IF SLOW RELEASE NITROGEN (300 POUNDS 38-0-0 PER ACRE OR EQUIVALENT) IS USED IN ADDITION TO SUGGESTED FERTILIZER, THIS FOLLOW-UP OF TOPDRESSING IS NOT MANDATORY). NOTE PLACE FENCE A MINIMUM OF 1'-0" OUTSIDE DRIP LINE OF EXISTING TREE. TREE PROTECTION FENCE 4 TREE PROTECTION DETAIL NTS 3 INLET PROTECTION DETAIL NTS INLET GRADE CURB OPENING INSERT 1" REBAR FOR REMOVAL OF BAG FROM INLET DUMP STRAP (TYP.) PROVIDE FOR FLOOD OVERFLOW LUNBER DEPTH = D WIDTH = WLENGTH = L INLET FILTERS INSERT 1" REBAR FOR REMOVAL OF BAG FROM INLET DUMP STRAPS INLET FILTER BAG DUMP STRAPS (2 EACH) LUMBER INSTALLATION DETAIL BAG DETAIL EXPANSION RESTRAINT (1 4" NYLON ROPE, 2" FLAT WASHERS) EXPANSION RESTRAINT (1 4" NYLON ROPE, 2" FLAT WASHERS) NOT TO SCALE C12

MAIN STREET S16°20'00"W 104.98' S21°20'00"W 20.94' S68°40'00"E 97.52' N11°49'00"E N77°11'00"W LOT 262 LOT 265 LOT 308 LOT 264 LOT 263 LOT 304 LOT 307 84.46' 139.95' CONTAINER CONTAINER RAMP RAMP PROPOSED 3 STORY BUILDING PROPOSED WATER VALVE AND WATER MAIN TO BE INSTALLED PER TOWNSHIP OF WEST ORANGE STANDARDS EXISTING GAS LINE AND WATER MAIN TO BE ABANDONED PER TOWNSHIP OF WEST ORANGE STANDARDS SS PROPOSED CLEANOUT TO BE CONNECTED TO CLOSEST POSSIBLE SEWER MANHOLE W W W W W G G G G G PROPOSED GAS LINE TO BE INSTALLED PER TOWNSHIP OF WEST ORANGE STANDARDS W W W W W PROPOSED WATER FIRE LINE FOR SPRINKLERS CONNECTION, PER TOWNSHIP OF WEST ORANGE STANDARDS G G PROPOSED GAS METER SS PARK DRIVE NORTH MAIN STREET © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS SCALE: 1" = 200' USGS LOCATION MAP AR AR AR AR DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BYDATENO. DESCRIPTION ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING 410 MAIN ST, WEST ORANGE, NJ SCALE: SITE WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ CIVIL & STRUCTURAL ENGINEERS 293 RT. 18 SOUTH, #D-152 EAST BRUNSWICK, NJ 08816 TEL. 347-762-8364 FAX 201-753-5251 ALI@SMBTCONSULTANTS.COM CERTIFICATE OF AUTHORIZATION NO.: 24GA28353100 SHEET: DWG: N.J. PROFESSIONAL ENGINEER LIC. NO. 53255 ALIASGAR RANGWALA, P.E. N DATE: 1/16/2024 OF 16 COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SMBT CONSULTANTS. THIS DRAWING IS THE SOLE PROPERTY OF SMBT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. NEW JERSEY INDUSTRIAL CODE REQUIRES DRILL, OR BLAST - STOP CALL AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 0 FEET 10 20 SCALE 1"-10' UTILITIES PLAN 1" = 10'1 UTILITIES PLAN LEGEND PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL PROPERTY LINE N 13 PROPOSED WATER LINE PROPOSED SANITARY SEWER PROPOSED GAS LINE W SS G PROPOSED WATER VALVE UTILITIES NOTES: 1. CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. IF ANY DISCREPANCY OCCURS THAT AFFECTS THE DESIGN, CONTACT ENGINEER OF PROJECT TO PROVIDE A SITE VISIT AND DESIGN UPDATE. 2. UTILITIES DIAMETERS TO BE DESIGNED BY OTHERS. NOT PART OF CURRENT PROJECT. 1" = 10' C13

S16°20'00"W 104.98' S21°20'00"W 20.94' S68°40'00"E 97.52' N11°49'00"E N77°11'00"W LOT 262 LOT 265 LOT 308 LOT 264 LOT 263 LOT 304 LOT 307 84.46' 139.95' CONTAINER CONTAINER RAMP RAMP PROPOSED 3 STORY BUILDING 4 BXV 4 BXV IVY 52 LF 4 BXV 4 BXV3 CLA 2 CLA 2 CLA 3 CLA PARK DRIVE NORTH MAIN STREET 3 CLA © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS SCALE: 1" = 200' USGS LOCATION MAP AR AR AR AR DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BYDATENO. DESCRIPTION ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING 410 MAIN ST, WEST ORANGE, NJ SCALE: SITE WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ CIVIL & STRUCTURAL ENGINEERS 293 RT. 18 SOUTH, #D-152 EAST BRUNSWICK, NJ 08816 TEL. 347-762-8364 FAX 201-753-5251 ALI@SMBTCONSULTANTS.COM CERTIFICATE OF AUTHORIZATION NO.: 24GA28353100 SHEET: DWG: N.J. PROFESSIONAL ENGINEER LIC. NO. 53255 ALIASGAR RANGWALA, P.E. N DATE: 1/16/2024 OF 16 COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SMBT CONSULTANTS. THIS DRAWING IS THE SOLE PROPERTY OF SMBT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. NEW JERSEY INDUSTRIAL CODE REQUIRES DRILL, OR BLAST - STOP CALL AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 0 FEET 10 20 SCALE 1"-10' LANDSCAPE PLAN 1" = 10'1 LANDSCAPE PLAN LEGEND PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL PROPERTY LINE N 14 FINAL SYMBOL BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING COMMENTS QUANTITY PLANT SCHEDULE AMERICAN BOXWOOD SHRUBS AND GROUNDCOVER BUXUS SEMPERVIRENSBXW44 3'-4' HT. 3 GAL. CONT. 3'-5' O.C. CLETHRA ALNIFOLIACLA13 CLETHRA ALNIFOLIA (SUMMERSWEET) 1'-2' HT. 3 GAL. CONT. 4'-6' O.C. MULCH SHREDDED HARDWOOD MULCH -MULCH-- - GENERAL LANDSCAPING AND SEEDING NOTES: 1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WHERE NO OTHER SURFACE TREATMENT IS SPECIFIED SHALL BE SEEDED WITH AUTUMN BENTGRASS (APB ECOTYPE) AT 30 LBS/ACRE. 2. CONTRACTOR SHALL ADJUST PLANT LOCATIONS AS NECESSARY BASED ON LOCATIONS OF UTILITY STRUCTURES. CONTRACTOR SHALL LAYOUT PLANT MATERIALS AND ENGINEER SHALL APPROVE LAYOUT PRIOR TO INSTALLATION. 3. PLANT MATERIAL SHALL BE INSPECTED UPON DELIVERY. PLANT MATERIAL THAT DOES NOT MEET THE SPECIFICATIONS FOR SIZE AND HEALTH SHALL BE REJECTED AND REPLACED AT CONTRACTOR'S

AYOUT PRIOR TO INSTALLATION. 3. PLANT MATERIAL SHALL BE INSPECTED UPON DELIVERY. PLANT MATERIAL THAT DOES NOT MEET THE SPECIFICATIONS FOR SIZE AND HEALTH SHALL BE REJECTED AND REPLACED AT CONTRACTOR'S EXPENSE. 4. CONTRACTOR SHALL MAINTAIN PLANT MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING COMPLETION OF PLANT INSTALLATION. DEAD OR DAMAGED MATERIAL SHALL BE REPLACED DURING THE APPROPRIATE GROWING SEASON OR AS DIRECTED BY ENGINEER. 5. PLANT SPECIES IN PLUG/TUBELING FORM TO BE PLANTED ALONG EAST AND WEST TRAILS ARE TO BE LAYED OUT IN FIELD IN DRIFTS. PLUGS/ TUBELING ARE TO BE INSTALLED FIRST AND THEN IMMEDIATELY OVERSEEDED WITH SPECIFIED SEED MIX. BEACHGRASS PLUGS ARE NOT TO BE OVERSEEDED. SPREAD 1'-2' 4'-6' MULCH HEDERA HELIX ENGLISH IVY 3'-4' HT. 2'-3'1'-2' O.C.IVY 0.27 CU.FT/SQ.FT. 1" = 10' C14

CONTAINER CONTAINER 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 PARK DRIVE NORTH MAIN STREET 2 2 2 3 4 3 © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS SCALE: 1" = 200' USGS LOCATION MAP AR AR AR AR DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BYDATENO. DESCRIPTION ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING 410 MAIN ST, WEST ORANGE, NJ SCALE: SITE WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ CIVIL & STRUCTURAL ENGINEERS 293 RT. 18 SOUTH, #D-152 EAST BRUNSWICK, NJ 08816 TEL. 347-762-8364 FAX 201-753-5251 ALI@SMBTCONSULTANTS.COM CERTIFICATE OF AUTHORIZATION NO.: 24GA28353100 SHEET: DWG: N.J. PROFESSIONAL ENGINEER LIC. NO. 53255 ALIASGAR RANGWALA, P.E. N DATE: 1/16/2024 OF 16 COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SMBT CONSULTANTS. THIS DRAWING IS THE SOLE PROPERTY OF SMBT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 0 FEET 10 20 SCALE 1"-10' LIGHTING PLAN 1" = 10'1 LIGHTING PLAN LEGEND PROPOSED CONCRETE PROPOSED RETAINING WALL PROPERTY LINE N 15 Luminaire list (Building 2, Storey 1) Index Article name Item number Fitting Luminous flux Maintenance factor Connected load Quantity 1 G3 LED Garage Luminaire, 16 LED's, 4000K CCT, TYPE 5SQ OPTIC, G3-5SQ-A01-740 1x (1) PRECISION LIGHT ARRAY(S) DRIVEN AT 400mA 3181 lm 0.90 22.9 W 16 2 Harbor Exterior - Cross Bars 22" With Solid End Caps SPI AEW8070 Operating at 120v AC and 60 Hz. 126x 1501 lm 0.80 22 W 8 3 Full cutoff wall pack SWL-WW-G1-PCB -1-BZ 1x LED 1178 lm 0.80 13 W 1 4 Signal Tech - Vehicle Caution Sign TCL1418A-A172/1 20-277VAC 1x 0.135 AMPS LED ILLUMINATED N/A - 16 W 1 # Name Parameter Min Max Average Mean/Min Max/Min 1 Garage Perpendicular illuminance (Adaptive) 1.01 fc 10.8 fc 6.78 fc 6.69 10.68 2 Outdoor Perpendicular illuminance (Adaptive) 0.1 fc 1.3 fc 0.54 fc 5.4 13 NOTE: OUTDOOR LIGHTS SHALL MAINTAIN 60% DIMMING 1" = 10' C15

CONTAINER CONTAINER RAMP RAMP 57.94 PROPOSED 3 STORY BUILDING PARK DRIVE NORTH MAIN STREET CONTAINER CONTAINER RAMP RAMP 57.94 PROPOSED 3 STORY BUILDING PARK DRIVE NORTH MAIN STREET © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS SCALE: 1" = 200' USGS LOCATION MAP AR AR AR AR DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: BYDATENO. DESCRIPTION ISSUED FOR PERMIT APPLICATION PROPOSED 3-STORY APARTMENT BUILDING 410 MAIN ST, WEST ORANGE, NJ SCALE: SITE WEST ORANGE TOWNSHIP, ESSEX COUNTY, NJ CIVIL & STRUCTURAL ENGINEERS 293 RT. 18 SOUTH, #D-152 EAST BRUNSWICK, NJ 08816 TEL. 347-762-8364 FAX 201-753-5251 ALI@SMBTCONSULTANTS.COM CERTIFICATE OF AUTHORIZATION NO.: 24GA28353100 SHEET: DWG: N.J. PROFESSIONAL ENGINEER LIC. NO. 53255 ALIASGAR RANGWALA, P.E. N DATE: 1/16/2024 OF 16 COPYRIGHT 2022 ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF SMBT CONSULTANTS. THIS DRAWING IS THE SOLE PROPERTY OF SMBT CONSULTANTS AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. NEW JERSEY INDUSTRIAL CODE REQUIRES DRILL, OR BLAST - STOP CALL AR5/16/20241 REV. SUBMISSION PER COUNTY COMMENTS DATED 4/18/24 0 FEET 10 20 SCALE 1"-10' VEHICLE TURNING PLAN (ENTERING GARAGE) 1" = 10'1 VEHICLE TURNING PLAN LEGEND PROPOSED BUILDING PROPOSED CONCRETE PROPOSED RETAINING WALL PROPERTY LINE N 16 1" = 10' C16 19 3 11 P - Passenger Car Overall Length 19.000ft Overall Width 7.000ft Overall Body Height 4.300ft Min Body Ground Clearance1.115ft Track Width 6.000ft Lock-to-lock time 4.00s Max Steering Angle (Virtual) 31.60° VEHICLE TURNING PLAN (EXITING GARAGE) 1" = 10'2 VEHICLE PROFILE (PASSENGER CAR) NTS1