Final Plan page 2rcd 6 8 2026

OWNER-PREPARED EXHIBIT PROJECT: Garage Expansion — 15 Alan Street LOCATION: Block 146, Lot 72, West Orange, NJ OWNER: Max Grossman SHEET: OWNER SIG: DATE: BOARD APPROVAL: BD. ENGINEER: DATE: CHAIRMAN: DATE:

CHAIRMAN: DATE: SECRETARY: DATE: PROJECT INFORMATION Project: Garage Expansion at 15 Alan Street Property Address: 15 Alan Street, West Orange, NJ 07052 Block / Lot: Block 146, Lot 72 Zoning District: R-T Two-Family Residential Application Type: "C" Variance (C-2 Bulk

Application Type: "C" Variance (C-2 Bulk Variance) Property Owner / Applicant: Max Grossman STATEMENT OF AUTHORSHIP The drawings and renderings attached to this cover sheet are illustrative exhibits prepared by the property owner, Max Grossman, in support of the above-referenced "C" Variance application. These

These exhibits are submitted pursuant to the exemption set forth in N.J.S.A. 45:3-5, which permits an owner of a one- or two-family dwelling, or accessory structure thereto, to prepare drawings for their own property without the involvement of a licensed architect. These owner-prepared exhibits are intended to be illustrative only and are submitted alongside, and

illustrative only and are submitted alongside, and in addition to, the stamped engineering plans prepared by Yogi Engineering through consultant Seva Engineering (Sanjay N. Patel, P.E.), dated February 27, 2026. The stamped engineering plans, and not these owner-prepared exhibits, are the controlling documents for the technical and structural aspects of the proposed work.

osed work. Plans made to scale using survey provided by Richard J. Hingoes. Dated 11/19/2018 All disturbed areas shall be restored, topsoiled, and seeded within 7 days of the completion of construction. laser level placed at highest corner of proposed DETAIL — ROOF LEADERS SEEN ABOVE: new foundation. SOIL EROSION & SEDIMENT CONTROL NOTES East Roof leader on the "front" of the building will Pictures of level reading with ruler placed at each 1. All soil erosion and sediment control measures drain onto the

Pictures of level reading with ruler placed at each 1. All soil erosion and sediment control measures drain onto the driveway as existing and run down corner of new foundation shall be installed and maintained in accordance to the gutter on the street due to driveway grading. with the Standards for Soil Erosion and Sediment Roof Leader at the rear of the building will connect Control in New Jersey (current edition). to existing drainage pipe that lets out into the 2. Limit of Disturbance for this project is 913 SF. street gutter as well. Neighbors will be unaffected Total site disturbance does not exceed 5,000 SF; by runoff from the building as all the water will be project is below the threshold requiring diverted to the street gutter and storm drain 240' Hudson-Essex-Passaic Soil Conservation District down the road. certification. 3. Sediment control measures shall be installed 913 SF limit of prior to, or as the first step of, any soil-disturbing disturbance activity and shall remain in place and functional surrounded by silt until all disturbed areas are permanently stabilized. fence 4. Silt fence shall be installed along the Site Context - USGS/OSM Topography, Illustrative down-gradient limit of disturbance prior to excavation. Source control at the limit of disturbance is the primary sediment control measure for this project. 5. A stabilized construction entrance shall be maintained at the driveway access point for the N duration of construction to prevent tracking of sediment

N duration of construction to prevent tracking of sediment onto Alan Street. 6. Inlet protection shall be provided at the existing combination curb-and-grate inlet on the applicant's side of Alan Street (±240' down-gradient of the limit of disturbance) by means of a gutter-line filter sock and curb-opening guard, as a down-gradient DETAIL — STABILIZED CONSTRUCTION backstop measure. See detail. ENTRANCE: Full available driveway length × 9' 7. All control measures shall be inspected by the wide. contractor weekly and within 24 hours of the end of any storm event of 0.5 inch or greater, and shall Driveway will serve as water drainage as it be repaired or replaced immediately as needed. currently does. 8. Disturbed areas shall be permanently stabilized — topsoiled, seeded, and mulched — within the DETAIL — STORM DRAIN INLET PROTECTION timeframe required by the NJ Standards following (COMBINATION CURB & GRATE INLET): At the completion of final grading; areas left inactive shall existing combination inlet on the applicant's side receive temporary stabilization. of the street (down-gradient backstop), provide a 9. No sediment shall be permitted to leave the site gutter-line filter sock / sediment log placed in the or enter adjacent properties or the public gutter up-gradient of the grate, together with a 240' from edge of driveway to edge of nearest right-of-way. curb-opening guard across the curb throat, in storm drain in front of 3 Alan Street 10. Existing roof-leader discharge locations are to accordance with the Standard for Storm Drain be maintained; no

rm drain in front of 3 Alan Street 10. Existing roof-leader discharge locations are to accordance with the Standard for Storm Drain be maintained; no increase in impervious Inlet Protection, Standards for Soil Erosion and Existing outlet for roof leaders of both brimary and coverage is proposed. Sediment Control in New Jersey (current edition). acessory structures into street gutter Secure the sock against displacement by traffic or flow. Inlet shall not be wrapped in filter fabric or DETAIL — SILT FENCE: Geotextile filter fabric on otherwise fully obstructed; flow path and overflow posts spaced max 10' o.c., fabric height min 16" shall be maintained at all times. Inspect after each Stabalized above grade, bottom edge buried min 6" in a 6"×6" storm event and remove accumulated sediment; construction anchor trench, backfilled and compacted. Install remove device only after the contributing drainage entrance along the contour, down-gradient of disturbance. area is permanently stabilized. Path of water