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Supporting Documentation · Nov 17, 2022

CME Engineer Review 2 11 15 2022

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\ Chairman and Members of the West Orange Township Zoning Board November 15, 2022 Re: Daughters of Israel, Inc. (ZB-21-21) Our File No. VWRZ0171.01 Preliminary & Final Major Site Plan with ‘C’ & ‘D’ Page 5 Variances and Tree Removal Permit - Review #2 3. 10. 11. 12. 13, 14. The Applicant has requested a de minimis exception from the Residential Site Improvement Standards to permit 381 parking spaces whereas 479 parking spaces are required. Sheet SP-3 of the site plan drawings states that 8 electric vehicle stations in the garage will be installed within 3 years of C.O. and an additional 12 electric vehicle stations in the garage will be installed within 6 years of C.O. Sheet A1.0 of the architectural plans must be revised to identify the electric vehicle stations that will be installed within 3 years and the electric vehicle stations that will be installed within 6 years. Sheet SP-3 must be revised to dimension the width of the sidewalks in the interior courtyard area. It shows on sheet SP-3 that the southerly handicap parking space in the parking lot at the northeast corner of the site will not be electric vehicle ready. However, this parking space includes a callout which indicates that the electric vehicle station will be installed within 6 years of C.O. This discrepancy must be resolved. The Basin #2 callout on sheet SP-4 states that the rim elevation will be at elevation 419.00 whereas the callout for OS #5-6A shows a rim elevation of 418.00. This discrepancy must be resolved. The Basin #3 callout on sheet SP-4 states that the rim elevation will be at elevation 421.00 whereas the callout for OS #1-9 shows a rim elevation of 420.00. This discrepancy must be resolved. MH #8-1 must be shown on the profile on sheet SP-10. The Basin #1B — OS #8-5 detail on sheet SP-21 shows that it will be installed within a paved area whereas sheet SP-6 shows no pavement in the area. This discrepancy must be resolved. Section A-A on the Basin #1A — OS #5-7 detail on sheet SP-21 shows that the grate will be at elevation 423.30 whereas Section B-B it shows that the grate will be at elevation 423.32. This discrepancy must be resolved. Section A-A on the Basin #2 — OS #5-6A detail on sheet SP-21 shows that the orifices are to be installed in the exterior wall of the structure which is incorrect. Therefore, the detail must be revised to show the correct

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asin #2 — OS #5-6A detail on sheet SP-21 shows that the orifices are to be installed in the exterior wall of the structure which is incorrect. Therefore, the detail must be revised to show the correct installation of the orifices. Section A-A on the Basin #3 — OS #1-9 detail on sheet SP-21 shows that the orifices are to be installed in the exterior wall of the structure which is incorrect. Therefore, the detail must be revised to show the correct installation of the orifices. As required by §25-29.3a of the Land Use Regulations, the minimum standards for groundwater recharge, stormwater quality and stormwater runoff quantity shall be met by incorporating green infrastructure. Since the property in question is located in the ‘S:\West OrangelZoning Boarc\VWRZ01711,01 - Daughlers of Israel, Inc\Review #2 11-15-2022. docx

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