Meeting Text

Hearing Documents 4-8-2026 (26-3-18)-PARDO-EAST ORANGE-32 HAMILTON-AFFIDAVIT OF PUBLICATION.PDF (32 HAMILTON-LEGAL NOTICE (NEWSPAPER).PDF PARDO HAMILTON AVE--EASEMENT DESC NEW WATER EASE-- LOTS 25.01 AND 25.02.PDF PARDO HAMILTON AVE--LEGAL DESC NEW LOT 25.01.PDF PARDO HAMILTON AVE--LEGAL DESC NEW LOT 25.02.PDF PARDO HAMILTON AVE--LEGAL DESC NEW LOT 25.03.PDF PARDO HAMILTON AVE--LEGAL DESC NEW LOT 25.04.PDF PARDO HAMILTON AVE--LEGAL DESC NEW LOT 25.05.PDF PARDO HAMILTON AVE--LEGAL DESC NEW LOT 25.06.PDF PARDO HAMILTON AVE--LEGAL DESC NEW LOT 25.07.PDF (26-3-6)-PARDO-EAST ORANGE-32 HAMILTON-ENGINEERING PLANS-V2- MJP.PDF (26-3-23)-PARDO-EAST ORANGE-32 HAMILTON-LTR SUBMITTING ADDITIONAL COPIES OF APPLICATION AND PLANS TO EAST ORANGE FOR HEARING.PDF PARDO HAMILTON AVE--EASEMENT DESC NEW UTILITY EASE LOTS 25.01 AND 25.02.PDF 1. Documents:� AFFIDAVIT OF PUBLICATION [def:$signername|printname|req|signer1] [def:$signersig|sig|req|signer1] [def:$notarysig|sig|req|notary] [def:$date|date|req|notary] [def:$state|state|req|notary] [def:$county|county|req|notary] [def:$disclosure|disclosure|req|notary] [def:$seal|seal|req|notary] Essex News Daily 1291 Stuyvesant Ave., Union, NJ 07083 (908) 686-7700 State of New Jersey, County of Camden, ss: I, Laquansay Nickson Watkins, of lawful age, being duly sworn upon oath depose and say that I am an agent of Column Software, PBC, duly appointed and authorized agent of Worrall Community Newspapers Inc., the Publisher of EssexNewsDaily.com, a public website Serving Essex County, New Jersey. A public notice of which is annexed is a true copy published online on said website on the following dates. Publication Dates: Mar 18, 2026 Notice ID: RmEqVOvUFpIdyGFmGPuM Notice Name: Pardo Construction Group Inc. Publication Fee: $227.41 [$signersig] ______________________________ Agent VERIFICATION State of New Jersey County of Camden Signed or attested before me on this: [$date] [$notarysig] ____________________________ [$seal] Notary Public [$disclosure] Pardo Construction Group Inc. | Page 1 of 3 03/23/2026 NotarizedÂ remotelyÂ onlineÂ usingÂ communicationÂ technologyÂ viaÂ Proof.� Pardo Construction Group Inc. | Page 2 of 3� Pardo Construction Group Inc. | Page 3 of 3� CITY OF EAST ORANGE ZONING BOARD OF ADJUSTMENT NOTICE OF REMOTE HEARING PLEASE TAKE NOTICE: That the undersigned has applied to the Zoning Board of Adjustment in the City of East Orange for preliminary and final major subdivision approval, preliminary and final major site plan approval with associated use and bulk variances in order to subdivide an existing lot into seven lots to be known as Lot 25.01 through 25.07 and to construct a new single-family dwelling on each lot at property commonly known as 32 Hamilton Street and otherwise known as Block 340, Lot 25 on the Tax Maps of the City of East Orange. The subject property is located in a R-1 Zone and single-family dwellings are permitted in the zone. In order to subdivide and develop the property as proposed the applicant is requesting preliminary and final major subdivision approval, preliminary and final major site plan approval in addition to the following variance relief: Proposed Lot 25.01 D(5) Use Variance for exceeding the maximum permitted residential density in the R-1 Zone for proposed Lot 25.01 where a maximum residential density of 10 dwelling units per acre is permitted and 10.6 dwelling units per acre is proposed. C Variance for minimum required lot depth where a minimum lot depth of 100 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a minimum lot depth of 82.12 feet is proposed. C Variance for maximum permitted height in stories where a maximum height of 2.5 stories is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a height of 3 stories is proposed. Proposed Lot 25.02 D(5) Use Variance for exceeding the maximum permitted residential density in the R-1 Zone for proposed Lot 25.02 where a maximum residential density of 10 dwelling units per acre is permitted and 15.3 dwelling units per acre is proposed. C Variance for minimum required lot area where a minimum lot area of 4,000 square feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51- 92.A and a lot area of 2,839.08 square feet is proposed. � C Variance for minimum required lot width where a minimum lot width of 40 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot width of 27.5 feet is proposed. C Variance for minimum required front yard setback where a minimum front yard setback of 25 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-87 and a front yard setback of 22.1 feet is proposed. C Variance for minimum required combined side yard setbacks where a minimum combined side yard setback of 13 feet is required pursuant to East Orange Zoning Ordinance Section 51- 92.E(1) â Table 51-92.A and a combined side yard setback of 8.9 feet is proposed. C Variance for maximum lot coverage where a maximum lot coverage of 35% is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot coverage of 35.2% is proposed. C Variance for maximum permitted height in stories where a maximum height of 2.5 stories is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a height of 3 stories is proposed. Proposed Lot 25.03 D(5) Use Variance for exceeding the maximum permitted residential density in the R-1 Zone for proposed Lot 25.03 where a maximum residential density of 10 dwelling units per acre is permitted and 17.2 dwelling units per acre is proposed. C Variance for minimum required lot area where a minimum lot area of 4,000 square feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51- 92.A and a lot area of 2,533 square feet is proposed. C Variance for minimum required lot width where a minimum lot width of 40 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot width of 25.33 feet is proposed. C Variance for minimum required front yard setback where a minimum front yard setback of 25 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-87 and a front yard setback of 24.2 feet is proposed. C Variance for minimum required side yard setback where a minimum side yard setback of 3 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-� 92.E(1) â Table 51-92.A and a side yard setback of 0 feet is proposed. C Variance for minimum required combined side yard setbacks where a minimum combined side yard setback of 13 feet is required pursuant to East Orange Zoning Ordinance Section 51- 92.E(1) â Table 51-92.A and a combined side yard setback of 6.7 feet is proposed. C Variance for maximum lot coverage where a maximum lot coverage of 35% is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot coverage of 38.5% is proposed. C Variance for maximum permitted height in stories where a maximum height of 2.5 stories is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a height of 3 stories is proposed. Proposed Lot 25.04 D(5) Use Variance for exceeding the maximum permitted residential density in the R-1 Zone for proposed Lot 25.04 where a maximum residential density of 10 dwelling units per acre is permitted and 17.2 dwelling units per acre is proposed. C Variance for minimum required lot area where a minimum lot area of 4,000 square feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51- 92.A and a lot area of 2,533 square feet is proposed. C Variance for minimum required lot width where a minimum lot width of 40 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot width of 25.33 feet is proposed. C Variance for minimum required front yard setback where a minimum front yard setback of 25 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-87 and a front yard setback of 24.2 feet is proposed. C Variance for minimum required side yard setback where a minimum side yard setback of 3 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51- 92.E(1) â Table 51-92.A and a side yard setback of 0 feet is proposed. C Variance for minimum required combined side yard setbacks where a minimum combined side yard setback of 13 feet is required pursuant to East Orange Zoning Ordinance Section 51-� 92.E(1) â Table 51-92.A and a combined side yard setback of 6.7 feet is proposed. C Variance for maximum lot coverage where a maximum lot coverage of 35% is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot coverage of 38.5% is proposed. C Variance for maximum permitted height in stories where a maximum height of 2.5 stories is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a height of 3 stories is proposed. Proposed Lot 25.05 D(5) Use Variance for exceeding the maximum permitted residential density in the R-1 Zone for proposed Lot 25.05 where a maximum residential density of 10 dwelling units per acre is permitted and 17.2 dwelling units per acre is proposed. C Variance for minimum required lot area where a minimum lot area of 4,000 square feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51- 92.A and a lot area of 2,533 square feet is proposed. C Variance for minimum required lot width where a minimum lot width of 40 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot width of 25.33 feet is proposed. C Variance for minimum required front yard setback where a minimum front yard setback of 25 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-87 and a front yard setback of 24.2 feet is proposed. C Variance for minimum required side yard setback where a minimum side yard setback of 3 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51- 92.E(1) â Table 51-92.A and a side yard setback of 0 feet is proposed. C Variance for minimum required combined side yard setbacks where a minimum combined side yard setback of 13 feet is required pursuant to East Orange Zoning Ordinance Section 51- 92.E(1) â Table 51-92.A and a combined side yard setback of 6.7 feet is proposed. C Variance for maximum lot coverage where a maximum lot coverage of 35% is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot coverage of 38.5% is proposed. � C Variance for maximum permitted height in stories where a maximum height of 2.5 stories is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a height of 3 stories is proposed. Proposed Lot 25.06 D(5) Use Variance for exceeding the maximum permitted residential density in the R-1 Zone for proposed Lot 25.06 where a maximum residential density of 10 dwelling units per acre is permitted and 17.2 dwelling units per acre is proposed. C Variance for minimum required lot area where a minimum lot area of 4,000 square feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51- 92.A and a lot area of 2,533 square feet is proposed. C Variance for minimum required lot width where a minimum lot width of 40 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot width of 25.33 feet is proposed. C Variance for minimum required front yard setback where a minimum front yard setback of 25 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-87 and a front yard setback of 24.2 feet is proposed. C Variance for minimum required side yard setback where a minimum side yard setback of 3 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51- 92.E(1) â Table 51-92.A and a side yard setback of 0 feet is proposed. C Variance for minimum required combined side yard setbacks where a minimum combined side yard setback of 13 feet is required pursuant to East Orange Zoning Ordinance Section 51- 92.E(1) â Table 51-92.A and a combined side yard setback of 6.7 feet is proposed. C Variance for maximum lot coverage where a maximum lot coverage of 35% is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot coverage of 38.5% is proposed. C Variance for maximum permitted height in stories where a maximum height of 2.5 stories is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a height of 3 stories is proposed. Proposed Lot 25.07� D(5) Use Variance for exceeding the maximum permitted residential density in the R-1 Zone for proposed Lot 25.07 where a maximum residential density of 10 dwelling units per acre is permitted and 17.2 dwelling units per acre is proposed. C Variance for minimum required lot area where a minimum lot area of 4,000 square feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51- 92.A and a lot area of 2,525.51 square feet is proposed. C Variance for minimum required lot width where a minimum lot width of 40 feet is required in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot width of 28.66 feet is proposed. C Variance for minimum required front yard setback where a minimum front yard setback of 25 feet is required in the R-1 Zone to the Hamilton Street frontage pursuant to East Orange Zoning Ordinance Section 51-87 and a front yard setback of 24.2 feet is proposed. C Variance for minimum required front yard setback where a minimum front yard setback of 6 feet is required in the R-1 Zone to the Park West Drive frontage pursuant to East Orange Zoning Ordinance Section 51-87 and a front yard setback of 3.5 feet is proposed. C Variance for minimum required combined side yard setbacks where a minimum combined side yard setback of 13 feet is required pursuant to East Orange Zoning Ordinance Section 51- 92.E(1) â Table 51-92.A and a combined side yard setback of 10.2 feet is proposed. C Variance for maximum lot coverage where a maximum lot coverage of 35% is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a lot coverage of 38.5% is proposed. C Variance for maximum permitted height in stories where a maximum height of 2.5 stories is permitted in the R-1 Zone pursuant to East Orange Zoning Ordinance Section 51-92.E(1) â Table 51-92.A and a height of 3 stories is proposed. The applicant is requesting the above listed variance relief in addition to any and all other variances or waivers deemed necessary by the board for approval of the application. A public hearing for this application will be held via Zoom at 7:00 p.m. on Wednesday, April 8, 2026. This meeting will be held remotely. The public is invited to attend by accessing the meeting either by � telephone or video link. The public is invited to participate via Zoom by accessing the website link or calling the telephone number below. The Webinar ID is 853 9380 7576 and the Passcode is 988647. https://us06web.zoom.us/j/85393807576?pwd=uRJpclnAWaIuBt9GzbWwQzFDqcWq Jg.1 Dial in - (646) 931-3860 or (309) 205-3325 If you would like to review the application material prior to the meeting or have any questions, please contact the East Orange Zoning Board Secretary, Janice Nelson at [email protected] or (973) 266-5120. Any individual intending to participate in the April 8, 2026 meeting or lacking the resources or ability to obtain technological access should contact the East Orange Zoning Board Secretary, Janice Nelson at [email protected] or (973) 266-5120. This notice is being sent to you by the Applicant by order of the East Orange Zoning Board of Adjustment. Respectfully, GACCIONE POMACO, P.C. 1 Boland Drive, Suite 102 West Orange, NJ 07052 (973)759-2807 Attorneys for Applicant, Pardo Construction Group Inc.� GEOSPATIAL SURVEYING & LAYOUT, LLC Andrew Namyslak, PLS. 410 Lafayette Ave, Wyckoff, New Jersey, 07481. Professional Land Surveyor N.J. License Number: GS43359 Tel: (201)268-2992 -------------------------------------------------------------------------------------------------------------------- 1 | P a g e 5â Wide Water Easement Description THROUGH BLOCK 340 PROPOSED LOT 25.02 AND 25.03 TO BENEFIT BLOCK 340 PROPOSED LOTS 25.01 AND 25.02 Being in the City of East Orange, County of Essex, State of New Jersey, and being more particularly described as follows: BEGINNING in the northerly sideline of Hamilton Street (50' Right of Way) at a point therein distant 177.00 feet southeasterly from the corner formed by the intersection of the northerly sideline of Hamilton Street (50' Right of Way) and the easterly sideline of North Walnut Street (50' Right of Way); thence leaving the northerly sideline of Hamilton Street and running: 1. North 27 degrees 52 minutes 00 seconds East, a distance of 127.50 feet; thence, 2. South 62 degrees 08 minutes 00 seconds East, a distance of 5.00 feet; thence, 3. South 27 degrees 52 minutes 00 seconds West, a distance of 127.50 feet; thence, 4. North 62 degrees 08 minutes 00 seconds West, a distance of 5.00 feet to the point and place of BEGINNING. Containing 637.50 square feet or 0.015 acres. This description was prepared in accordance with a âMajor Subdivision Planâ made by Manterra Design, LLC and Geospatial Surveying and Layout, LLC dated 12/29/2025 and last revised 01/06/2026. Andrew Namyslak Professional Land Surveyor N.J. License Number: GS43359 � GEOSPATIAL SURVEYING & LAYOUT, LLC Andrew Namyslak, PLS. 410 Lafayette Ave, Wyckoff, New Jersey, 07481. Professional Land Surveyor N.J. License Number: GS43359 Tel: (201)268-2992 -------------------------------------------------------------------------------------------------------------------- 1 | P a g e Deed Description BLOCK 340 PROPOSED LOT 25.01 ALL that certain lot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the City of East Orange, County of Essex, State of New Jersey, and being more particularly described as follows: BEGINNING in the westerly sideline of Parkway Drive West (55' Right of Way) at a point therein distant 145.20 feet northwesterly from the northwesterly corner of said Parkway Drive West (55' Right of Way) and Hamilton Street (50' Right of Way); from thence leaving the westerly sideline of Parkway Drive West and running 1. North 62 degrees 08 minutes 00 seconds West, a distance of 95.74 feet; thence, 2. North 27 degrees 52 minutes 00 seconds East, a distance of 50.00 feet; thence, 3. South 62 degrees 08 minutes 00 seconds East, a distance of 68.50 feet; thence, 4. South 00 degrees 42 minutes 50 seconds East, a distance of 56.94 feet to the point and place of BEGINNING. Containing 4,106.39 square feet or 0.094 acres. This description was prepared in accordance with a âMajor Subdivision Planâ made by Manterra Design, LLC and Geospatial Surveying and Layout, LLC dated 12/29/2025 and last revised 01/06/2026. Andrew Namyslak Professional Land Surveyor N.J. License Number: GS43359 � GEOSPATIAL SURVEYING & LAYOUT, LLC Andrew Namyslak, PLS. 410 Lafayette Ave, Wyckoff, New Jersey, 07481. Professional Land Surveyor N.J. License Number: GS43359 Tel: (201)268-2992 -------------------------------------------------------------------------------------------------------------------- 1 | P a g e Deed Description BLOCK 340 PROPOSED LOT 25.02 ALL that certain lot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the City of East Orange, County of Essex, State of New Jersey, and being more particularly described as follows: BEGINNING in the westerly sideline of Parkway Drive West (55' Right of Way) at a point therein distant 113.88 feet northwardly from the point of the intersection of the northwesterly side line of Parkway Drive West (55' Right of Way) and Hamilton Street (50' Right of Way); from thence leaving the westerly sideline of Parkway Drive West and running 1. North 62 degrees 08 minutes 00 seconds West, a distance of 110.72 feet; thence, 2. North 27 degrees 52 minutes 00 seconds East, a distance of 27.50 feet; thence, 3. South 62 degrees 08 minutes 00 seconds East, a distance of 95.74 feet; thence, 4. South 00 degrees 42 minutes 50 seconds East, a distance of 31.32 feet to the point and place of BEGINNING. Containing 2,838.88 square feet or 0.065 acres. This description was prepared in accordance with a âMajor Subdivision Planâ made by Manterra Design, LLC and Geospatial Surveying and Layout, LLC dated 12/29/2025 and last revised 01/06/2026. Andrew Namyslak Professional Land Surveyor N.J. License Number: GS43359 � GEOSPATIAL SURVEYING & LAYOUT, LLC Andrew Namyslak, PLS. 410 Lafayette Ave, Wyckoff, New Jersey, 07481. Professional Land Surveyor N.J. License Number: GS43359 Tel: (201)268-2992 -------------------------------------------------------------------------------------------------------------------- 1 | P a g e Deed Description BLOCK 340 PROPOSED LOT 25.03 ALL that certain lot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the City of East Orange, County of Essex, State of New Jersey, and being more particularly described as follows: BEGINNING in the northerly sideline of Hamilton Street (50' Right of Way) at a point therein distant 177.00 feet eastwardly from the point of the intersection of said Hamilton Street (50' Right of Way) and North Walnut Street (50' Right of Way); from thence leaving the northerly line of Hamilton Street and running 1. North 27 degrees 52 minutes 00 seconds East, a distance of 100.00 feet; thence, 2. South 62 degrees 08 minutes 00 seconds East, a distance of 25.33 feet; thence, 3. South 27 degrees 52 minutes 00 seconds West, a distance of 100.00 feet; thence, 4. North 62 degrees 08 minutes 00 seconds West, a distance of 25.33 feet to the point and place of BEGINNING. Containing 2,533.00 square feet or 0.058 acres. This description was prepared in accordance with a âMajor Subdivision Planâ made by Manterra Design, LLC and Geospatial Surveying and Layout, LLC dated 12/29/2025 and last revised 01/06/2026. Andrew Namyslak Professional Land Surveyor N.J. License Number: GS43359 � GEOSPATIAL SURVEYING & LAYOUT, LLC Andrew Namyslak, PLS. 410 Lafayette Ave, Wyckoff, New Jersey, 07481. Professional Land Surveyor N.J. License Number: GS43359 Tel: (201)268-2992 -------------------------------------------------------------------------------------------------------------------- 1 | P a g e Deed Description BLOCK 340 PROPOSED LOT 25.04 ALL that certain lot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the City of East Orange, County of Essex, State of New Jersey, and being more particularly described as follows: BEGINNING in the northerly sideline of Hamilton Street (50' Right of Way) at a point therein distant 202.33 feet eastwardly from the point of the intersection of said Hamilton Street (50' Right of Way) and North Walnut Street (50' Right of Way); from thence leaving the northerly line of Hamilton Street and running 1. North 27 degrees 52 minutes 00 seconds East, a distance of 100.00 feet; thence, 2. South 62 degrees 08 minutes 00 seconds East, a distance of 25.33 feet; thence, 3. South 27 degrees 52 minutes 00 seconds West, a distance of 100.00 feet; thence, 4. North 62 degrees 08 minutes 00 seconds West, a distance of 25.33 feet to the point and place of BEGINNING. Containing 2,533.00 square feet or 0.058 acres. This description was prepared in accordance with a âMajor Subdivision Planâ made by Manterra Design, LLC and Geospatial Surveying and Layout, LLC dated 12/29/2025 and last revised 01/06/2026. Andrew Namyslak Professional Land Surveyor N.J. License Number: GS43359 � GEOSPATIAL SURVEYING & LAYOUT, LLC Andrew Namyslak, PLS. 410 Lafayette Ave, Wyckoff, New Jersey, 07481. Professional Land Surveyor N.J. License Number: GS43359 Tel: (201)268-2992 -------------------------------------------------------------------------------------------------------------------- 1 | P a g e Deed Description BLOCK 340 PROPOSED LOT 25.05 ALL that certain lot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the City of East Orange, County of Essex, State of New Jersey, and being more particularly described as follows: BEGINNING in the northerly sideline of Hamilton Street (50' Right of Way) at a point therein distant 227.66 feet eastwardly from the corner formed by the intersection of the northeasterly sideline of Hamilton Street (50' Right of Way) and easterly sideline of North Walnut Street (50' Right of Way); from thence leaving the northerly line of Hamilton Street and running 1. North 27 degrees 52 minutes 00 seconds East, a distance of 100.00 feet; thence, 2. South 62 degrees 08 minutes 00 seconds East, a distance of 25.33 feet; thence, 3. South 27 degrees 52 minutes 00 seconds West, a distance of 100.00 feet; thence, 4. North 62 degrees 08 minutes 00 seconds West, a distance of 25.33 feet to the point and place of BEGINNING. Containing 2,533.00 square feet or 0.058 acres. This description was prepared in accordance with a âMajor Subdivision Planâ made by Manterra Design, LLC and Geospatial Surveying and Layout, LLC dated 12/29/2025 and last revised 01/06/2026. Andrew Namyslak Professional Land Surveyor N.J. License Number: GS43359 � GEOSPATIAL SURVEYING & LAYOUT, LLC Andrew Namyslak, PLS. 410 Lafayette Ave, Wyckoff, New Jersey, 07481. Professional Land Surveyor N.J. License Number: GS43359 Tel: (201)268-2992 -------------------------------------------------------------------------------------------------------------------- 1 | P a g e Deed Description BLOCK 340 PROPOSED LOT 25.06 ALL that certain lot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the City of East Orange, County of Essex, State of New Jersey, and being more particularly described as follows: BEGINNING in the northerly sideline of Hamilton Street (50' Right of Way) at a point therein distant 252.99 feet eastwardly from the point formed by the intersection of the northeasterly sideline of Hamilton Street (50' Right of Way) and easterly sideline of North Walnut Street (50' Right of Way); from thence leaving the northerly line of Hamilton Street and running 1. North 27 degrees 52 minutes 00 seconds East, a distance of 100.00 feet; thence, 2. South 62 degrees 08 minutes 00 seconds East, a distance of 25.33 feet; thence, 3. South 27 degrees 52 minutes 00 seconds West, a distance of 100.00 feet; thence, 4. North 62 degrees 08 minutes 00 seconds West, a distance of 25.33 feet to the point and place of BEGINNING. Containing 2,533.00 square feet or 0.058 acres. This description was prepared in accordance with a âMajor Subdivision Planâ made by Manterra Design, LLC and Geospatial Surveying and Layout, LLC dated 12/29/2025 and last revised 01/06/2026. Andrew Namyslak Professional Land Surveyor N.J. License Number: GS43359 � GEOSPATIAL SURVEYING & LAYOUT, LLC Andrew Namyslak, PLS. 410 Lafayette Ave, Wyckoff, New Jersey, 07481. Professional Land Surveyor N.J. License Number: GS43359 Tel: (201)268-2992 -------------------------------------------------------------------------------------------------------------------- 1 | P a g e Deed Description BLOCK 340 PROPOSED LOT 25.07 ALL that certain lot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the City of East Orange, County of Essex, State of New Jersey, and being more particularly described as follows: BEGINNING in the northerly sideline of Hamilton Street (50' Right of Way) at a point therein distant 278.32 feet eastwardly from the point formed by the intersection of the northeasterly sideline of said Hamilton Street (50' Right of Way) and easterly sideline of North Walnut Street (50' Right of Way); from thence leaving the northerly line of Hamilton Street and running 1. North 27 degrees 52 minutes 00 seconds East, a distance of 100.00 feet; thence, 2. South 62 degrees 08 minutes 00 seconds East, a distance of 9.40 feet to a point in the westerly sideline of Parkway Drive West (55â Right of Way); thence, 3. South 00 degrees 42 minutes 50 seconds East, a distance of 40.30 feet; thence, 4. South 27 degrees 52 minutes 00 seconds West, a distance of 64.61 feet; thence 5. North 62 degrees 08 minutes 00 seconds West, a distance of 28.68 feet to the point and place of BEGINNING. Containing 2,527.08 square feet or 0.058 acres. This description was prepared in accordance with a âMajor Subdivision Planâ made by Manterra Design, LLC and Geospatial Surveying and Layout, LLC dated 12/29/2025 and last revised 01/06/2026. Andrew Namyslak Professional Land Surveyor N.J. License Number: GS43359 � 200' man TERRA COVER SHEETDESIGN LLC 1. LOCATION: BLOCK 340, LOT 25 32 HAMILTON STREET CITY OF EAST ORANGE, ESSEX COUNTY, NJ TAX MAP SHEET # 34 2. OWNER: PARDO CONSTRUCTION GROUP INC. 214 JEFFERSON STREET #3 NEWARK, NJ 07105 PRESIDENT: OSWAL PARDO 225 WALNUT STREET NEWARK, NJ 07105 SECRETARY: OSWAL PARDO 225 WALNUT STREET NEWARK, NJ 07105 3. LOT AREA: 19,604.35 S.F. (0.450 ACRES) 4. ZONE DISTRICT: R-1 SINGLE-FAMILY RESIDENTIAL DISTRICT 5. EXISTING USE: VACANT LOT 6. PROPOSED USE: SINGLE-FAMILY & DUPLEX DWELLINGS 7. INFORMATION SHOWN TRANSFERRED FROM A SURVEY ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF THE PROPERTY LOCATED AT: No. 32 HAMILTON STREET, CITY OF EAST ORANGE, 07017, NEW JERSEY, COUNTY OF ESSEX, LOT 25, BLOCK 340", DATED OCTOBER 22, 2025, PREPARED BY GEOSPATIAL SURVEYING & LAYOUT. 8. THE PROPOSED DWELLINGS TRANSFERRED FROM ARCHITECTURAL DRAWINGS ENTITLED, "PROPOSED DEVELOPMENT, LOCATED AT LOT 27 BLOCK 3604, 32 HAMILTON AVENUE, CITY OF EAST ORANGE, ESSEX CO., N.J." PREPARED BY RUI AMARAL ARCHITECT, DATED JUNE 19, 2025. 9. THE PROPERTY APPEARS ON THE NATIONAL FLOOD INSURANCE PROGRAM - FIRM FLOOD INSURANCE RATE MAP, ESSEX COUNTY, NEW JERSEY, MAP NUMBER 34013C0114F, EFFECTIVE DATE JUNE 4, 2007. SUBJECT SITE IS LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD.) 10. ELEVATIONS AS SHOWN ARE BASED ON NAVD88 DATUM PER SURVEY REFERENCED. 11. PUBLIC, SEWER, WATER, GAS, ELECTRIC, CATV AND TELEPHONE SERVICES ARE PRESENTLY SERVING THE AREA AND WILL SERVE THE PROPOSED BUILDINGS. 12. ALL PROPOSED CONSTRUCTION TO BE IN CONFORMANCE WITH THE CITY OF EAST ORANGE STANDARDS DETAILS. 13. THIS PLOT PLAN MAKES NO CERTIFICATION OR REPRESENTATION AS TO THE LOCATION OF ANY UNDERGROUND ELECTRICAL, PHONE OR CABLE CONDUITS AND/ OR WIRES WHICH MAY BE PRESENT ON THE SITE. 14. PROPOSED GRADING TO BE DONE AS 3:1 MAXIMUM AND 2.0% MINIMUM WITHIN LAWN AREAS. 15. CONTRACTOR IS RESPONSIBLE FROM OBTAINING A ROAD OPENING PERMIT FROM THE CITY OF EAST ORANGE PRIOR TO ANY WORK WITHIN THE TOWNSHIP'S RIGHT OF WAY. GENERAL NOTES LOT 25.01 VARIANCES REQUESTED SECTION DESCRIPTION Â§51-92.E(1) A MINIMUM LOT DEPTH OF 100 FEET IS REQUIRED; WHEREAS LOT DEPTH OF 82.12 FEET IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM OF 2.5 STORIES IS ALLOWED; WHEREAS 3.0 STORIES IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM DENSITY IS 10 DWELLING UNITS PER ACRE; WHEREAS 10.6 UNITS PER ACRE IS BEING PROPOSED. BLOCK LOT VICINITY MAP SOURCE: OGIS NEW JERSEY IMAGERY WAREHOUSE SCALE: 1"=XXX' TAX AND ZONING MAP SOURCE: CITY OF EAST ORANGE TAX MAP #28, 30, 34, 35 & 56 SCALE: 1"=XXX' PRELIMINARY AND FINAL MAJOR SUBDIVISION & PRELIMINARY AND FINAL MAJOR SITE PLANS 32 HAMILTON STREET BLOCK 340, LOT 25 CITY OF EAST ORANGE DRAWING INDEX SHEET SHEET TITLE 01 COVER SHEET 02 BOUNDARY AND TOPOGRAPHIC SURVEY (BY OTHERS) 03 MAJOR SUBDIVISION PLAN (BY OTHERS) 04 REMOVALS & SITE LAYOUT 05 LANDSCAPING PLAN 06 LIGHTING PLAN 07 GRADING, DRAINAGE AND UTILITY PLAN 08 SOIL EROSION & SEDIMENT CONTROL PLAN 09 CONSTRUCTION DETAILS ESSEX COUNTY, NEW JERSEY 340 17 OWNER DRAKES, GODFREY 304 N WALNUT ST EAST ORANGE, NJ 07018 BUILDING LOT COVERAGE BREAKDOWN LOT 25.02 PROPOSED BUILDING LOT COVERAGE DWELLING 919 S.F. FRONT PORCH 78 S.F. TOTAL 997 S.F. (997 S.F./2,839 S.F.= 0.351) 35.2% PROPERTY OWNERS WITHIN TWO HUNDRED FEET 18 NJ STATE TURNPIKE AUTHORITY PO BOX 1121 19 BELLABE, JEAN R & DENASTY, MARIE A 300 NO. WALNUT ST. 20 296 N WALNUT ST 21 MASSE, JONATHAN & ROSE 22 HARRISON, LARRY & JUDITH H/W 288 NO. WALNUT ST. 23 PALMER, LINCOLN L. 46 HAMILTON ST 23.01 EDWARD SCOTT & JEWEL D. HUNT 286 NO. WALNUT ST. NEWERLS, LATEEFAH 23.02 BARLOW, JUANITA 44 HAMILTON ST. BLOCK 292 NO. WALNUT ST. LOT 340 24 OWNER JEANPAUL, CLIFFSON 38 HAMILTON ST 350 5 JENROY GROUP L.L.C P.O BOX 63 11 ANTHONY, GRACE & DANIEL 25A HAMILTON STREET EAST ORANGE, NJ 07017 12 BAPTISTE,IRLANDE JEAN & FANFAN,CARL 27 HAMILTON ST EAST ORANGE, NJ 07017 13.01 STONE, MIELLE & DERRICK SR. 33-35 HAMILTON ST. WILLIAMS, KYLE 29-31 HAMILTON STREET 14 MERINO, OLGA & STEPHENS, BRUCE 39 HAMILTON ST. 15 BRYANT, TIFFANY 112 OXFORD RD. po box 275 somerville, nj 08876 908.800.5500 manterradesign.com certificate of authorization: 24GA28327100 NEW JERSEY PROFESSIONAL ENGINEER 47552 GIOVANNI MANILIO, PE man TERRA DESIGN LLC revisions 01. 01.06.26 revised per Completeness Comments 02. 03.06.26 date 2025.12.29 job no. 25109 scale as noted 1 N N 200 100 200 400 scale: 1"=200' 0 drawn by kgf checked by jam 340 340 340 340 340 340 340 340 NEW BRUNSWICK N.J. 08903 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07017 15.01 CONLEY, MONICA & BRASH, RICKEY 41 HAMILTON ST EAST ORANGE, NJ 07017 13 & 13.02 16 HUMPHREY, KEITH M & GLENIS BURGET 270 N WALNUT ST 17 WILSON, AYAWLAE & KATHLEEN 268 N WALNUT ST 18 QUITO ERAZO, JENNY & TANIA & EDWIN 264 NO. WALNUT ST. 19 ROJAS, CESAR 873 KILSYTH RD. MAPLEWOOD, NJ 07040 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07019 EAST ORANGE, NJ 07017 COLONIA, NJ 07067 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07017 EAST ORANGE, NJ 07017 ELIZABETH, NJ 07208 350 350 350 350 350 350 350 350 350 350 350 ZONING BOARD SIGNATURES BOARD CHAIRPERSON BOARD SECRETARY CITY ENGINEER DATE DATE DATE CITY OF EAST ORANGE ZONING TABULATION HAMILTON STREET N WALNUT STREET N CLINTON STREET PARKWAY DRIVE GARDEN STATE PARKWAY N ARLINGTON AVE SPRINGDALE AVE PARDO CONSTRUCTION GROUP BLOCK 340, LOT 25 32 HAMILTON STREET CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY MINIMUM SIDE YARD SETBACK (EACH) MINIMUM SIDE YARD SETBACK (TOTAL) MINIMUM REAR YARD SETBACK 13 FT. MAXIMUM BUILDING LOT COVERAGE (V) VARIANCE REQUESTED 1 THE FRONT SETBACK OF A NEW STRUCTURE SHALL MATCH THE SHORTER FRONT SETBACK OF THE TWO CLOSEST PRINCIPAL BUILDINGS ON EACH SIDE OF THE PROJECT SITE ON THE SAME BLOCK FRONTAGE AS THE SITE. 2 FOR CORNER LOTS, THE FOLLOW SPECIAL SETBACK REQUIREMENTS APPLY TO THE STREET FRONTAGE OF THE TWO INTERSECTION STREETS. (a) ONE OF THE SETBACK OF A NEW STRUCTURE SHALL MATCH THE LESSER FRONT SETBACK OF THE CLOSEST PRINCIPAL BUILDING ON THAT BLOCK AND ON THAT FRONTAGE. (b) THE OTHER FRONTAGE'S SETBACK SHALL BE SIX FEET. 3. REQUIRED REAR YARD SETBACK CALCULATION: LOT 25.01 = 25% x 82.12 FT. = 20.50 FT. LOT 25.02 = 25% x 103.0 FT. = 25.75 FT. LOT 25.03-25.07 = 25% x 100 FT. = 25.00 FT. MAXIMUM BUILDING HEIGHT 35 FT. N/A MAXIMUM NUMBER OF STORIES 2.5 N/A 3 FT. 4,106 S.F. 27.5 FT.(V) 82.12 FT. (V) 5.0 FT. 15.3 FT. 34.67 FT. 3.0 (V) ZONING DISTRICT: MINIMUM LOT AREA 4,000 S.F. MINIMUM LOT WIDTH 19,604.35 S.F. 40 FT. MINIMUM LOT DEPTH 50 FT. 100 FT. 177.5 FT. N/A R-1 (SINGLE-FAMILY DISTRICT) EXISTING (LOT 25) REQUIRED PROPOSED (LOT 25.01) 2,839 S.F.(V) 103.0 FT. 22.1 FT. (V) 3.2 FT. 8.9 FT.(V) 24.0 FT. (V) PROPOSED (LOT 25.02) 2,533 S.F.(V) 25.33 FT.(V) N/A 24.2 (V) 0 FT. (V) 6.7 FT. (V) 25.2 FT. PROPOSED (LOT 25.03) 0 FT. (V) PROPOSED (LOT 25.04) PROPOSED (LOT 25.05) PROPOSED (LOT 25.06) 2,527 S.F.(V) 28.68 FT.(V) 100 FT. 10.2 FT. (V) PROPOSED (LOT 25.07) 2,533 S.F.(V) 2,533 S.F.(V) 2,533 S.F.(V) 130 FT. 25.33 FT.(V) 25.33 FT.(V) 25.33 FT.(V) 100 FT. 100 FT. 100 FT. 100 FT. MINIMUM FRONT YARD SETBACK (HAMILTON AVENUE) MINIMUM FRONT YARD SETBACK (PARKWAY DRIVE WEST) 25.0 FT.1 6.0 FT. 2 25.0 FT.1 N/A N/A N/A 3.5 FT. (V) N/A N/A N/A 24.2 FT. (V) 24.2 FT. (V) 24.2 FT. (V) 24.2 FT. (V) N/A N/A 25% OF LOT DEPTH N/A 3 0 FT. (V) 0 FT. (V) 3.2 FT. 6.7 FT. (V) 6.7 FT. (V) 6.7 FT. (V) 25.2 FT. 25.2 FT. 25.2 FT. 25.2 FT. 35% 0% 25.3% 35.2% 38.5% (V) 38.5% (V) MAXIMUM DENSITY 10 DU / ACRE N/A 34.83 FT. 34.83 FT. 34.83 FT. 34.83 FT. 34.83 FT. 34.83 FT. 3.0 (V) 3.0 (V) 3.0 (V) 3.0 (V) 3.0 (V) 3.0 (V) LOT 25.01 PROPOSED BUILDING LOT COVERAGE DWELLING 953 S.F. OVERHANGS 87 S.F. TOTAL 1,040.F. (1,040 S.F./4,106 S.F.= 0.253) 25.3% LOT 25.03 PROPOSED BUILDING LOT COVERAGE DWELLING 919 S.F. FRONT PORCH 56 S.F. TOTAL 975 S.F. (975 S.F./2,533 S.F.= 0.385) 38.5% LOT 25.04 PROPOSED BUILDING LOT COVERAGE DWELLING 919 S.F. FRONT PORCH 56 S.F. TOTAL 975 S.F. (975 S.F./2,533 S.F.= 0.385) 38.5% LOT 25.05 PROPOSED BUILDING LOT COVERAGE DWELLING 919 S.F. FRONT PORCH 56 S.F. TOTAL 975 S.F. (975 S.F./2,533 S.F.= 0.385) 38.5% LOT 25.06 PROPOSED BUILDING LOT COVERAGE DWELLING 919 S.F. FRONT PORCH 56 S.F. TOTAL 975 S.F. (975 S.F./2,533 S.F.= 0.385) 38.5% LOT 25.07 PROPOSED BUILDING LOT COVERAGE DWELLING 913 S.F. FRONT PORCH 61 S.F. TOTAL 974 S.F. (974 S.F./2,527 S.F.= 0.385) 38.5% 38.5% (V) 38.5% (V) 38.5% (V) LOT 25.02 VARIANCES REQUESTED SECTION DESCRIPTION Â§51-92.E(1) A MINIMUM LOT SIZE OF 4,000 SQUARE FEET IS REQUIRED; WHERE AS A LOT SIZE OF 2,839 SQUARE FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM LOT WIDTH OF 40 FEET IS REQUIRED; WHERE A LOT WIDTH OF 27.5 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM FRONT YARD SETBACK OF 25 FEET IS REQUIRED; WHEREAS FRONT YARD SETBACK OF 22.1 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM TOTAL COMBINED SIDE YARD SETBACK OF 13 FEET IS REQUIRED; WHEREAS TOTAL COMBINED SIDE YARD SETBACK OF 8.9 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM REAR YARD SETBACK OF 25.75 FEET IS REQUIRED; WHEREAS REAR YARD SETBACK OF 24.0 FEET IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM OF 2.5 STORIES IS ALLOWED; WHEREAS 3.0 STORIES ARE BEING PROPOSED. Â§51-92.E(1) A MAXIMUM DENSITY IS 10 DWELLING UNITS PER ACRE; WHEREAS 15.3 UNITS PER ACRE IS BEING PROPOSED. LOT 25.03 VARIANCES REQUESTED SECTION DESCRIPTION Â§51-92.E(1) A MINIMUM LOT SIZE OF 4,000 SQUARE FEET IS REQUIRED; WHERE AS A LOT SIZE OF 2,533 SQUARE FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM LOT WIDTH OF 40 FEET IS REQUIRED; WHERE A LOT WIDTH OF 25.33 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM FRONT YARD SETBACK OF 25 FEET IS REQUIRED; WHEREAS FRONT YARD SETBACK OF 24.2 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM SIDE YARD SETBACK OF 3 FEET IS REQUIRED; WHEREAS A SIDE YARD SETBACK OF 0.0 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM TOTAL COMBINED SIDE YARD SETBACK OF 13 FEET IS REQUIRED; WHEREAS A TOTAL COMBINED SIDE YARD SETBACK OF 6.7 FEET IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM BUILDING LOT COVERAGE OF 35% IS ALLOWED; WHERE AS A BUILDING LOT COVERAGE OF 38.5% IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM OF 2.5 STORIES IS ALLOWED; WHEREAS 3.0 STORIES ARE BEING PROPOSED. Â§51-92.E(1) A MAXIMUM DENSITY IS 10 DWELLING UNITS PER ACRE; WHEREAS 17.2 UNITS PER ACRE IS BEING PROPOSED. LOT 25.04 VARIANCES REQUESTED SECTION DESCRIPTION Â§51-92.E(1) A MINIMUM LOT SIZE OF 4,000 SQUARE FEET IS REQUIRED; WHERE AS A LOT SIZE OF 2,533 SQUARE FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM LOT WIDTH OF 40 FEET IS REQUIRED; WHERE A LOT WIDTH OF 25.33 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM FRONT YARD SETBACK OF 25 FEET IS REQUIRED; WHEREAS FRONT YARD SETBACK OF 24.2 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM SIDE YARD SETBACK OF 3 FEET IS REQUIRED; WHEREAS A SIDE YARD SETBACK OF 0.0 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM TOTAL COMBINED SIDE YARD SETBACK OF 13 FEET IS REQUIRED; WHEREAS A TOTAL COMBINED SIDE YARD SETBACK OF 6.7 FEET IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM BUILDING LOT COVERAGE OF 35% IS ALLOWED; WHERE AS A BUILDING LOT COVERAGE OF 38.5% IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM OF 2.5 STORIES IS ALLOWED; WHEREAS 3.0 STORIES ARE BEING PROPOSED. Â§51-92.E(1) A MAXIMUM DENSITY IS 10 DWELLING UNITS PER ACRE; WHEREAS 17.2 UNITS PER ACRE IS BEING PROPOSED. LOT 25.05 VARIANCES REQUESTED SECTION DESCRIPTION Â§51-92.E(1) A MINIMUM LOT SIZE OF 4,000 SQUARE FEET IS REQUIRED; WHERE AS A LOT SIZE OF 2,533 SQUARE FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM LOT WIDTH OF 40 FEET IS REQUIRED; WHERE A LOT WIDTH OF 25.33 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM FRONT YARD SETBACK OF 25 FEET IS REQUIRED; WHEREAS FRONT YARD SETBACK OF 24.2 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM SIDE YARD SETBACK OF 3 FEET IS REQUIRED; WHEREAS A SIDE YARD SETBACK OF 0.0 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM TOTAL COMBINED SIDE YARD SETBACK OF 13 FEET IS REQUIRED; WHEREAS A TOTAL COMBINED SIDE YARD SETBACK OF 6.7 FEET IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM BUILDING LOT COVERAGE OF 35% IS ALLOWED; WHERE AS A BUILDING LOT COVERAGE OF 38.5% IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM OF 2.5 STORIES IS ALLOWED; WHEREAS 3.0 STORIES ARE BEING PROPOSED. Â§51-92.E(1) A MAXIMUM DENSITY IS 10 DWELLING UNITS PER ACRE; WHEREAS 17.2 UNITS PER ACRE IS BEING PROPOSED. LOT 25.06 VARIANCES REQUESTED SECTION DESCRIPTION Â§51-92.E(1) A MINIMUM LOT SIZE OF 4,000 SQUARE FEET IS REQUIRED; WHERE AS A LOT SIZE OF 2,533 SQUARE FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM LOT WIDTH OF 40 FEET IS REQUIRED; WHERE A LOT WIDTH OF 25.33 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM FRONT YARD SETBACK OF 25 FEET IS REQUIRED; WHEREAS FRONT YARD SETBACK OF 24.2 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM SIDE YARD SETBACK OF 3 FEET IS REQUIRED; WHEREAS A SIDE YARD SETBACK OF 0.0 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM TOTAL COMBINED SIDE YARD SETBACK OF 13 FEET IS REQUIRED; WHEREAS A TOTAL COMBINED SIDE YARD SETBACK OF 6.7 FEET IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM BUILDING LOT COVERAGE OF 35% IS ALLOWED; WHERE AS A BUILDING LOT COVERAGE OF 38.5% IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM OF 2.5 STORIES IS ALLOWED; WHEREAS 3.0 STORIES ARE BEING PROPOSED. Â§51-92.E(1) A MAXIMUM DENSITY IS 10 DWELLING UNITS PER ACRE; WHEREAS 17.2 UNITS PER ACRE IS BEING PROPOSED. LOT 25.07 VARIANCES REQUESTED SECTION DESCRIPTION Â§51-92.E(1) A MINIMUM LOT SIZE OF 4,000 SQUARE FEET IS REQUIRED; WHERE AS A LOT SIZE OF 2,527 SQUARE FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM LOT WIDTH OF 40 FEET IS REQUIRED; WHERE A LOT WIDTH OF 28.68 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM FRONT YARD SETBACK OF 6 FEET IS REQUIRED; WHEREAS A FRONT YARD SETBACK ALONG PARK WEST DRIVE OF 3.5 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM FRONT YARD SETBACK OF 25 FEET IS REQUIRED; WHEREAS A FRONT YARD SETBACK ALONG HAMILTON STREET OF 24.2 FEET IS BEING PROPOSED. Â§51-92.E(1) A MINIMUM TOTAL COMBINED SIDE YARD SETBACK OF 13 FEET IS REQUIRED; WHEREAS A TOTAL COMBINED SIDE YARD SETBACK OF 10.2 FEET IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM BUILDING LOT COVERAGE OF 35% IS ALLOWED; WHERE AS A BUILDING LOT COVERAGE OF 38.5% IS BEING PROPOSED. Â§51-92.E(1) A MAXIMUM OF 2.5 STORIES IS ALLOWED; WHEREAS 3.0 STORIES ARE BEING PROPOSED. Â§51-92.E(1) A MAXIMUM DENSITY IS 10 DWELLING UNITS PER ACRE; WHEREAS 17.2 UNITS PER ACRE IS BEING PROPOSED. ZONE R-2 ZONE R-2 ZONE R-3 ZONE R-3 ZONE R-1 10.6 DU/AC (V) 15.3 DU/AC (V) 17.2 DU/AC (V) 17.2 DU/AC (V) 17.2 DU/AC (V) 17.2 DU/AC (V) 17.2 DU/AC (V) 25.0 FT. 20.9 FT. PRELIMINARY AND FINAL MAJOR SUBDIVISION & PRELIMINARY AND FINAL MAJOR SITE PLANS revised per Completeness Comments� TN Var lkead Bly Ll I= gle 0 \\ Eee POB EXISTING IS VACANT TO BE CLEARED OF ALL DEBRIS AND STRIPED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING ASPHALT SIDEWALK TO BE REMOVED EXISTING CURB TO BE REMOVED PROPOSED SAWCUT LINE EXISTING PAVEMENT TO BE REMOVED EXISTING ASPHALT SIDEWALK TO BE REMOVED EXISTING PAVEMENT TO BE REMOVED (TYP.) HAMILTON STREET PARKWAY DRIVE WEST EXISTING PAVEMENT TO BE REMOVED (TYP.) PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING 23.5' DEPRESSED CURB 23.5' DEPRESSED CURB 13.4' DEPRESSED CURB 10.0' 18.0' 10.0' 10.0' 10.0' 10.0' 10.0' HAMILTON STREET PARKWAY DRIVE WEST PROPOSED BELGIUM BLOCK CURB (TYP.) PROPOSED LOT LINE (TYP.) PROPOSED PAVEMENT RESTORATION (TYP.) PROPOSED ASPHALT DRIVEWAY (TYP.) PROPOSED ASPHALT DRIVEWAY (TYP.) PROPOSED CONCRETE APRON (TYP). PROPOSED BELGIUM BLOCK CURB (TYP.) PROPOSED PORCH W/ STEPS (TYP.) PROPOSED PORCH OVERHANG (TYP.) PROPOSED LOT LINE (TYP.) PROPOSED BELGIUM BLOCK CURB (TYP.) PROPOSED TAPER CURB (TYP.) PROPOSED 4' WIDE CONCRETE SIDEWALK (TYP). PROPOSED 4' WIDE CONCRETE SIDEWALK (TYP). PROPOSED CONCRETE DRIVEWAY APRON (TYP). PROPOSED PAVEMENT RESTORATION (TYP.) PROPOSED RAISED DECK WITH STAIRS (TYP). PROPOSED PATIO BELOW DECK (TYP). PROPOSED PATIO BELOW DECK (TYP). PROPOSED RAISED DECK WITH STAIRS (TYP). PROPOSED PORCH OVERHANG (TYP.) PROPOSED 3' WIDE CONCRETE WALKWAY (TYP). PROPOSED STAIRS BELOW (TYP). PROPOSED CONCRETE CURB (TYP.) 10.0' PROPOSED LOT 25.07 BLOCK 340 PROPOSED LOT 25.06 BLOCK 340 PROPOSED LOT 25.05 BLOCK 340 PROPOSED LOT 25.04 BLOCK 340 PROPOSED LOT 25.03 BLOCK 340 PROPOSED LOT 25.02 BLOCK 340 PROPOSED LOT 25.01 BLOCK 340 PROPOSED STREET TREE (TYP.) po box 275 somerville, nj 08876 908.800.5500 manterradesign.com certificate of authorization: 24GA28327100 NEW JERSEY PROFESSIONAL ENGINEER 47552 GIOVANNI MANILIO, PE man TERRA DESIGN LLC revisions date scale PARDO CONSTRUCTION GROUP BLOCK 340, LOT 25 32 HAMILTON STREET CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY4 REMOVALS & SITE LAYOUT N 10 05 10 20 scale: 1"=10' man TERRA DESIGN LLC job no. drawn by checked by 25109 as noted kgf jam 1. INFORMATION SHOWN TRANSFERRED FROM A SURVEY ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF THE PROPERTY LOCATED AT: No. 32 HAMILTON STREET, CITY OF EAST ORANGE, 07017, NEW JERSEY, COUNTY OF ESSEX, LOT 25, BLOCK 340", DATED OCTOBER 22, 2025, PREPARED BY GEOSPATIAL SURVEYING & LAYOUT. 2. THE PROPERTY APPEARS ON THE NATIONAL FLOOD INSURANCE PROGRAM - FIRM FLOOD INSURANCE RATE MAP, ESSEX COUNTY, NEW JERSEY, MAP NUMBER 34013C0114F, EFFECTIVE DATE JUNE 4, 2007. SUBJECT SITE IS LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD.) 3. PROPOSED BUILDING INFORMATION , AS SHOWN, PER ARCHITECTURAL DRAWINGS ENTITLED, "PROPOSED ONE FAMILY DWELLING LOCATED AT LOT 25 BLOCK 340, 32 HAMILTON AVENUE CITY OF EAST ORANGE, ESSEX COUNTY, NJ" DATED JUNE 19, 2025, PREPARED BY RUI AMARAL ARCHITECT. 4. ELEVATIONS AS SHOWN ARE BASED ON NAVD88 DATUM PER SURVEY REFERENCED. 5. PUBLIC, SEWER, WATER, GAS, ELECTRIC, CATV AND TELEPHONE SERVICES ARE PRESENTLY SERVING THE AREA AND WILL SERVE THE PROPOSED BUILDINGS. 6. ALL PROPOSED CONSTRUCTION TO BE IN CONFORMANCE WITH THE CITY OF EAST ORANGE STANDARDS DETAILS. 7. THIS PLOT PLAN MAKES NO CERTIFICATION OR REPRESENTATION AS TO THE LOCATION OF ANY UNDERGROUND ELECTRICAL, PHONE OR CABLE CONDUITS AND/ OR WIRES WHICH MAY BE PRESENT ON THE SITE. 8. PROPOSED GRADING TO BE DONE AS 3:1 MAXIMUM AND 2.0% MINIMUM WITHIN LAWN AREAS. 9. CONTRACTOR IS RESPONSIBLE FROM OBTAINING A ROAD OPENING PERMIT FROM THE CITY OF EAST ORANGE PRIOR TO ANY WORK WITHIN THE CITY'S RIGHT OF WAY. GENERAL NOTES REMOVALS PLAN SCALE: 1"=20' N SITE LAYOUT PLAN SCALE: 1"=20' 2025.12.29 PRELIMINARY AND FINAL MAJOR SUBDIVISION & PRELIMINARY AND FINAL MAJOR SITE PLANS 01. 01.06.26 revised per Completeness Comments 02. 03.06.26 revised per Completeness Comments SITE PHOTOS NORTHEAST CORNER OF THE SITE FACING SOUTH NORTHEAST CORNER OF SITE FACING WEST SOUTHEAST CORNER OF SITE FACING NORTH� HAMILTON STREET PARKWAY DRIVE WEST PROPOSED LOT 25.07 BLOCK 340 PROPOSED LOT 25.06 BLOCK 340 PROPOSED LOT 25.05 BLOCK 340 PROPOSED LOT 25.04 BLOCK 340 PROPOSED LOT 25.03 BLOCK 340 PROPOSED LOT 25.02 BLOCK 340 PROPOSED LOT 25.01 BLOCK 340 AR AR AR AR AR AR AR AR 6ICC 6ICC 6ICG 6ICG 6ICC 7ICG 10ICC po box 275 somerville, nj 08876 908.800.5500 manterradesign.com certificate of authorization: 24GA28327100 NEW JERSEY PROFESSIONAL ENGINEER 47552 GIOVANNI MANILIO, PE man TERRA DESIGN LLC revisions date scale PARDO CONSTRUCTION GROUP BLOCK 340, LOT 25 32 HAMILTON STREET CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY 5 LANDSCAPING PLAN 10 05 10 20 scale: 1"=10' man TERRA DESIGN LLC job no. drawn by checked by 25109 as noted kgf jam 1. INFORMATION SHOWN TRANSFERRED FROM A SURVEY ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF THE PROPERTY LOCATED AT: No. 32 HAMILTON STREET, CITY OF EAST ORANGE, 07017, NEW JERSEY, COUNTY OF ESSEX, LOT 25, BLOCK 340", DATED OCTOBER 22, 2025, PREPARED BY GEOSPATIAL SURVEYING & LAYOUT. 2. THE PROPERTY APPEARS ON THE NATIONAL FLOOD INSURANCE PROGRAM - FIRM FLOOD INSURANCE RATE MAP, ESSEX COUNTY, NEW JERSEY, MAP NUMBER 34013C0114F, EFFECTIVE DATE JUNE 4, 2007. SUBJECT SITE IS LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD.) 3. PROPOSED BUILDING INFORMATION , AS SHOWN, PER ARCHITECTURAL DRAWINGS ENTITLED, "PROPOSED ONE FAMILY DWELLING LOCATED AT LOT 25 BLOCK 340, 32 HAMILTON AVENUE CITY OF EAST ORANGE, ESSEX COUNTY, NJ" DATED JUNE 19, 2025, PREPARED BY RUI AMARAL ARCHITECT. 4. ELEVATIONS AS SHOWN ARE BASED ON NAVD88 DATUM PER SURVEY REFERENCED. 5. PUBLIC, SEWER, WATER, GAS, ELECTRIC, CATV AND TELEPHONE SERVICES ARE PRESENTLY SERVING THE AREA AND WILL SERVE THE PROPOSED BUILDINGS. 6. ALL PROPOSED CONSTRUCTION TO BE IN CONFORMANCE WITH THE CITY OF EAST ORANGE STANDARDS DETAILS. 7. THIS PLOT PLAN MAKES NO CERTIFICATION OR REPRESENTATION AS TO THE LOCATION OF ANY UNDERGROUND ELECTRICAL, PHONE OR CABLE CONDUITS AND/ OR WIRES WHICH MAY BE PRESENT ON THE SITE. 8. PROPOSED GRADING TO BE DONE AS 3:1 MAXIMUM AND 2.0% MINIMUM WITHIN LAWN AREAS. 9. CONTRACTOR IS RESPONSIBLE FROM OBTAINING A ROAD OPENING PERMIT FROM THE CITY OF EAST ORANGE PRIOR TO ANY WORK WITHIN THE CITY'S RIGHT OF WAY. GENERAL NOTES N LANDSCAPING PLAN SCALE: 1"=20' KEY QTY BOTANICAL NAME COMMON NAME SIZE ROOT 19ICG Ilex Crenata 'Green Luster' GREEN LUSTER HOLLY 18" TO 24" PLANTING SCHEDULE 8AR Acer Rubrum RED MAPLE 3" CAL. B & B TREES KEY QTY BOTANICAL NAME COMMON NAME SIZE ROOT SHRUBS & GRASSES 28ICC Ilex Crenata 'Compacta' COMPACT JAPANESE HOLLY 24" TO 30" CONT. CONT. 2025.12.29 PRELIMINARY AND FINAL MAJOR SUBDIVISION & PRELIMINARY AND FINAL MAJOR SITE PLANS 01. 01.06.26 revised per Completeness Comments 02. 03.06.26 revised per Completeness Comments SITE PHOTOS SITE PHOTOS SOUTHWEST CORNER OF THE SITE FACING WEST SOUTHWEST CORNER OF SITE FACING EAST NORTHEAST CORNER OF HAMILTON STREET & N WALNUT STREET FACING EAST SOUTHWEST CORNER OF SITE FACING SOUTH SOUTHWEST CORNER OF THE SITE FACING WEST SOUTHWEST SIDE OF SITE FACING SOUTH NORTHEAST CORNER OF HAMILTON STREET & N WALNUT STREET FACING SOUTH� HAMILTON STREET PARKWAY DRIVE WEST PROPOSED LOT 25.07 BLOCK 340 PROPOSED LOT 25.06 BLOCK 340 PROPOSED LOT 25.05 BLOCK 340 PROPOSED LOT 25.04 BLOCK 340 PROPOSED LOT 25.03 BLOCK 340 PROPOSED LOT 25.02 BLOCK 340 PROPOSED LOT 25.01 BLOCK 340 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 0.0 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 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 14.7 0.3 0.0 0.0 1.2 5.4 0.0 0.0 0.0 0.3 22.8 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 38.3 40.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.3 62.1 96.0 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 0.1 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 0.1 2.1 0.6 0.1 0.0 0.0 0.0 0.3 0.4 0.3 0.3 0.4 0.0 0.3 65.9 49.5 0.5 0.5 61.3 0.1 9.6 3.4 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 0.3 75.6 101.7 0.2 0.0 0.0 0.0 8.4 0.1 0.1 0.4 0.0 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 7.0 3.9 0.1 0.0 0.0 0.0 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 0.2 58.5 53.2 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 0.0 0.0 0.0 0.0 0.4 96.5 6.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 142.8 0.5 0.0 0.0 1.3 44.6 0.0 0.0 0.0 0.4 96.8 0.2 0.0 0.0 0.0 0.5 0.0 0.0 0.8 51.7 0.5 64.6 4.8 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 0.2 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 2.3 0.0 0.0 30.0 1.5 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 0.1 5.7 0.2 0.0 0.0 0.1 6.1 0.1 0.0 0.0 0.2 6.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.4 73.0 85.7 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.3 47.7 80.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 3.0 0.6 0.1 0.0 0.0 0.0 0.5 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 74.0 100.7 0.2 0.0 0.0 0.0 4.2 34.5 1.1 18.9 59.5 0.4 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 24.5 7.6 0.1 0.0 0.0 0.0 0.0 0.1 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 0.2 33.8 20.7 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 0.3 93.9 5.1 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 0.3 119.6 2.9 0.0 0.0 0.2 96.9 0.2 0.0 0.0 0.6 136.8 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.6 0.2 0.0 0.0 0.1 0.5 0.1 0.0 0.0 0.1 0.5 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 0.2 98.3 1.3 0.0 0.0 0.1 79.9 0.4 0.0 0.0 0.3 89.7 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 0.1 3.2 1.4 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 66.4 51.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.3 76.1 93.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 12.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 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 0.0 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 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 0.0 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 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 A-7 A-7 A-7 A-7 A-7 A-7A-7 A-7 A-7 A-7 A-7 A-7 A-7A-7 A-7A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7A-7 A-7 A-7A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7 A-7A-7 A-8 A-8 A-8 A-8A-7 A-7A-7 A-7A-7 A-8 A-8 A-8 A-8A-7 A-7 A-7A-8 A-8 A-7 A-7 0.5 fc 1.0 fc 0.5 fc 1.0 fc 0.5 fc 1.0 fc 0.5 fc 1.0 fc 0.5 fc 1.0 fc 0.5 fc 1.0 fc po box 275 somerville, nj 08876 908.800.5500 manterradesign.com certificate of authorization: 24GA28327100 NEW JERSEY PROFESSIONAL ENGINEER 47552 GIOVANNI MANILIO, PE man TERRA DESIGN LLC revisions date scale PARDO CONSTRUCTION GROUP BLOCK 340, LOT 25 32 HAMILTON STREET CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY 6 LIGHTING PLAN 10 5 0 10 20 scale: 1"=10' man TERRA DESIGN LLC job no. drawn by checked by 25109 as noted kgf jam 1. INFORMATION SHOWN TRANSFERRED FROM A SURVEY ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF THE PROPERTY LOCATED AT: No. 32 HAMILTON STREET, CITY OF EAST ORANGE, 07017, NEW JERSEY, COUNTY OF ESSEX, LOT 25, BLOCK 340", DATED OCTOBER 22, 2025, PREPARED BY GEOSPATIAL SURVEYING & LAYOUT. 2. THE PROPERTY APPEARS ON THE NATIONAL FLOOD INSURANCE PROGRAM - FIRM FLOOD INSURANCE RATE MAP, ESSEX COUNTY, NEW JERSEY, MAP NUMBER 34013C0114F, EFFECTIVE DATE JUNE 4, 2007. SUBJECT SITE IS LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD.) 3. PROPOSED BUILDING INFORMATION , AS SHOWN, PER ARCHITECTURAL DRAWINGS ENTITLED, "PROPOSED ONE FAMILY DWELLING LOCATED AT LOT 25 BLOCK 340, 32 HAMILTON AVENUE CITY OF EAST ORANGE, ESSEX COUNTY, NJ" DATED JUNE 19, 2025, PREPARED BY RUI AMARAL ARCHITECT. 4. ELEVATIONS AS SHOWN ARE BASED ON NAVD88 DATUM PER SURVEY REFERENCED. 5. PUBLIC, SEWER, WATER, GAS, ELECTRIC, CATV AND TELEPHONE SERVICES ARE PRESENTLY SERVING THE AREA AND WILL SERVE THE PROPOSED BUILDINGS. 6. ALL PROPOSED CONSTRUCTION TO BE IN CONFORMANCE WITH THE CITY OF EAST ORANGE STANDARDS DETAILS. 7. THIS PLOT PLAN MAKES NO CERTIFICATION OR REPRESENTATION AS TO THE LOCATION OF ANY UNDERGROUND ELECTRICAL, PHONE OR CABLE CONDUITS AND/ OR WIRES WHICH MAY BE PRESENT ON THE SITE. 8. PROPOSED GRADING TO BE DONE AS 3:1 MAXIMUM AND 2.0% MINIMUM WITHIN LAWN AREAS. 9. CONTRACTOR IS RESPONSIBLE FROM OBTAINING A ROAD OPENING PERMIT FROM THE CITY OF EAST ORANGE PRIOR TO ANY WORK WITHIN THE CITY'S RIGHT OF WAY. GENERAL NOTES N LANDSCAPING PLAN SCALE: 1"=20' 2025.12.29 PRELIMINARY AND FINAL MAJOR SUBDIVISION & PRELIMINARY AND FINAL MAJOR SITE PLANS 01. 01.06.26 revised per Completeness Comments 02. 03.06.26 revised per Completeness Comments LIGHT FIXTURE - A DETAIL SCALE: NTS MOUNTING HEIGHT LIGHT FIXTURE DESIGNATION A-10 LIGHTING LEGEND LIGHTING NOTES: 1. ALL LIGHTING SHALL BE PER SCHEDULE OR APPROVED EQUAL. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE BOARD ENGINEER AND DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. 2. SHOP DRAWINGS SHALL BE SUBMITTED PRIOR TO ORDERING. TYP DESCRIPTION ARRANGEMENT LUM WATTS LLF HEIGHT QTY LIGHTING SCHEDULE A LUMIERE LANTERRA 9002 9002_W2_RW_LED3590_M_BKL1-UNV WALL MOUNTED 10.0 1.00 AS NOTED 68� PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING HAMILTON STREET PARKWAY DRIVE WEST 160 160 160 +TC-BC 163.19 +TC-BC 163.18 +TC-BC 163.18 +TC-BC 163.16 +TC-BC 162.96 +TC-BC 162.82 +163.52 +163.50 +163.50 +163.45 +163.30 +163.20 F.F.E. 165.50 G.F.E. 164.30 + 164.20 +164.20 +163.60 + 164.10 + 164.20 +164.20 + 164.20 +164.20 +163.60 +164.10 +163.55 +164.10 + 164.00 + 164.00 +164.00 + 164.00 F.F.E. 165.80 G.F.E. 164.30 F.F.E. 165.80 G.F.E. 164.30 F.F.E. 165.20 G.F.E. 163.70 F.F.E. 165.20 G.F.E. 163.70 + 164.10+ 163.20 + TC-BC 160.08 + TC-BC 159.97 + 160.30 +160.30 +163.40 + 163.90 +163.30 + 163.90 + 163.90 +163.90 +164.10 + 161.65 + 160.40 +161.20 F.F.E. 162.80 G.F.E. 161.30 +161.20+161.20 + TC-BC 159.62 +TC-BC 159.49 + 159.70 2.2% 2.2% 2.2% 2.5% 2.2% + 163.20 + 162.80 + 162.40 + 162.80 +162.40 +164.10 + 162.10 + 161.80 + H.P.162.10 + 162.30 + 162.65 + 163.32 + 163.35 + 162.70 +162.40 159.70+ +160.50 F.F.E. 162.10 G.F.E. 160.60 +160.50 2.6% 2.5% +160.50 +160.50 + H.P.161.10 +160.95 +160.85 +160.75 + 160.75 +TC-BC161.00 164 164 163 162 164 164 164 161 162 163 162 161 163 164 161 161 PROPOSED LOT 25.07 BLOCK 340 PROPOSED LOT 25.06 BLOCK 340 PROPOSED LOT 25.05 BLOCK 340 PROPOSED LOT 25.04 BLOCK 340 PROPOSED LOT 25.03 BLOCK 340 PROPOSED LOT 25.02 BLOCK 340 PROPOSED LOT 25.01 BLOCK 340 PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING HAMILTON STREET PARKWAY DRIVE WEST 160 160 160 PROPOSED 4" PVC SDR35 SANITARY LATERAL AT MIN. 2.0% (TYP.) PROPOSED UNDERGROUND TELECOM & ELECTRIC SERVICE CONDUIT (TYP.) PROPOSED 3/4" POLY WATER SERVICE LATERAL (TYP.) PROPOSED 1-1/2" POLY WATER SERVICE LATERAL (TYP.) W W W W W SS SS SS SS SS SS SS SS SS SS W W W W W G G G G E E E E E W W W W W SS SS SS SS SS W W W W W SS SS SS SS SS W W W W W SS SS SS SS SS E W W W W W W W W W W W W W W W W W W W W W SS SS SS SS E G G G G E E E E E E G G G G E E E E E E SS SS SS SS SS SS SS PROPOSED UNDERGROUND TELECOM & ELECTRIC SERVICE CONDUIT (TYP.) PROPOSED 4" PVC SDR35 SANITARY LATERAL AT MIN. 2.0% (TYP.) PROPOSED AREA DRAIN GRATE ELEV. = 160.00 INV. OUT = 157.50 164 164 163 162 164 164 164 161 162 163 162 161 163 164 161 161 PROPOSED LOT 25.07 BLOCK 340 PROPOSED LOT 25.06 BLOCK 340 PROPOSED LOT 25.05 BLOCK 340 PROPOSED LOT 25.04 BLOCK 340 PROPOSED LOT 25.03 BLOCK 340 PROPOSED LOT 25.02 BLOCK 340 PROPOSED LOT 25.01 BLOCK 340 G G E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C G G G G G G G G G G G G G G G G G G G G G G G G G G E/T/C PROPOSED UNDERGROUND TELECOM & ELECTRIC SERVICE CONDUIT (TYP.) PROPOSED (2) 6.5 DIA. DRYWELLS W/ 18 x 10.5 x 7 STONE PIT (TYP.) PROPOSED CLEANOUT (TYP.) PROPOSED 4" PVC ROOF DRAIN AT MIN 2.0% (TYP.) PROPOSED 4" PVC OVERFLOW PIPE WITH POP-UP EMITTER (TYP.) PROPOSED 6.5 DIA. DRYWELL W/ 8.5 x 8.5 x 7 STONE PIT (SEE DETAIL) PROPOSED (2) 6.5 DIA. DRYWELLS W/ 18 x 10.5 x 7 STONE PIT (TYP.) PROPOSED POROUS PAVERS AT PROPOSED PATIO (SEE DETAIL) PROPOSED POROUS PAVERS AT PROPOSED PATIO (SEE DETAIL) PROPOSED 4" PVC OVERFLOW PIPE WITH POP-UP EMITTER (TYP.) PROPOSED 3/4" WATER LATERAL (TYP.) PROPOSED 3/4" WATER LATERAL (TYP.) PROPOSED 1-1/2" LATERAL (TYP.) PROPOSED SANITARY CLEANOUT (TYP.) PROPOSED 4" PERF. PVC UNDERDRAIN (TYP.) PROPOSED 4" PERF. PVC UNDERDRAIN (TYP.) PROPOSED 4" PERF. PVC UNDERDRAIN (TYP.) PROPOSED (4) 6.5 DIA. DRYWELLS W/ 19 x 18 x 7 STONE PIT GRATE ELEV. = 160.20 PROPOSED 4" PVC ROOF DRAIN AT MIN 2.0% (TYP.) PROPOSED 6" PVC ROOF DRAIN AT MIN 2.0% (TYP.) PROPOSED GAS SERVICE LATERAL(TYP.) PROPOSED GAS SERVICE LATERAL(TYP.) po box 275 somerville, nj 08876 908.800.5500 manterradesign.com certificate of authorization: 24GA28327100 NEW JERSEY PROFESSIONAL ENGINEER 47552 GIOVANNI MANILIO, PE man TERRA DESIGN LLC revisions date scale PARDO CONSTRUCTION GROUP BLOCK 340, LOT 25 32 HAMILTON STREET CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY 7 GRADING DRAINAGE AND UTILITY PLAN N 10 5 0 10 20 scale: 1"=10' man TERRA DESIGN LLC job no. drawn by checked by 25109 as noted kgf jam 1. INFORMATION SHOWN TRANSFERRED FROM A SURVEY ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY OF THE PROPERTY LOCATED AT: No. 32 HAMILTON STREET, CITY OF EAST ORANGE, 07017, NEW JERSEY, COUNTY OF ESSEX, LOT 25, BLOCK 340", DATED OCTOBER 22, 2025, PREPARED BY GEOSPATIAL SURVEYING & LAYOUT. 2. THE PROPERTY APPEARS ON THE NATIONAL FLOOD INSURANCE PROGRAM - FIRM FLOOD INSURANCE RATE MAP, ESSEX COUNTY, NEW JERSEY, MAP NUMBER 34013C0114F, EFFECTIVE DATE JUNE 4, 2007. SUBJECT SITE IS LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOOD HAZARD.) 3. PROPOSED BUILDING INFORMATION , AS SHOWN, PER ARCHITECTURAL DRAWINGS ENTITLED, "PROPOSED ONE FAMILY DWELLING LOCATED AT LOT 25 BLOCK 340, 32 HAMILTON AVENUE CITY OF EAST ORANGE, ESSEX COUNTY, NJ" DATED JUNE 19, 2025, PREPARED BY RUI AMARAL ARCHITECT. 4. ELEVATIONS AS SHOWN ARE BASED ON NAVD88 DATUM PER SURVEY REFERENCED. 5. PUBLIC, SEWER, WATER, GAS, ELECTRIC, CATV AND TELEPHONE SERVICES ARE PRESENTLY SERVING THE AREA AND WILL SERVE THE PROPOSED BUILDINGS. 6. ALL PROPOSED CONSTRUCTION TO BE IN CONFORMANCE WITH THE CITY OF EAST ORANGE STANDARDS DETAILS. 7. THIS PLOT PLAN MAKES NO CERTIFICATION OR REPRESENTATION AS TO THE LOCATION OF ANY UNDERGROUND ELECTRICAL, PHONE OR CABLE CONDUITS AND/ OR WIRES WHICH MAY BE PRESENT ON THE SITE. 8. PROPOSED GRADING TO BE DONE AS 3:1 MAXIMUM AND 2.0% MINIMUM WITHIN LAWN AREAS. 9. CONTRACTOR IS RESPONSIBLE FROM OBTAINING A ROAD OPENING PERMIT FROM THE CITY OF EAST ORANGE PRIOR TO ANY WORK WITHIN THE CITY'S RIGHT OF WAY. GENERAL NOTES GRADING AND DRAINAGE PLAN SCALE: 1"=20' N DRAINAGE & UTILITY PLAN SCALE: 1"=20' 2025.12.29 PRELIMINARY AND FINAL MAJOR SUBDIVISION & PRELIMINARY AND FINAL MAJOR SITE PLANS 01. 01.06.26 revised per Completeness Comments 02. 03.06.26 revised per Completeness Comments� PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING PROPOSED THREE-STORY SINGLE-FAMILY DWELLING HAMILTON STREET PARKWAY DRIVE WEST 160 160 160 W W W W W SS SS SS SS SS SS SS SS SS SS W W W W W G G G G E E E E E W W W W W SS SS SS SS SS W W W W W SS SS SS SS SS W W W W W SS SS SS SS SS E W W W W W W W W W W W W W W W W W W W W W SS SS SS SS E G G G G E E E E E E G G G G E E E E E E SS SS SS SS SS SS SS PROPOSED TEMPORARY STOCKPILE PROPOSED TEMPORARY STOCKPILE PROPOSED CONSTRUCTION ENTRANCE PROPOSED SILT FENCE/LIMIT OF DISTURBANCE (TYP.) PROPOSED SILT FENCE/LIMIT OF DISTURBANCE (TYP.) PROPOSED SILT FENCE/LIMIT OF DISTURBANCE (TYP.) PROPOSED SILT FENCE/LIMIT OF DISTURBANCE (TYP.) PROPOSED LIMIT OF DISTURBANCE (TYP.) PROPOSED LIMIT OF DISTURBANCE (TYP.) PROPOSED LIMIT OF DISTURBANCE (TYP.) PROPOSED INLET PROTECTION(TYP.) PROPOSED CONSTRUCTION ENTRANCE +TC-BC 163.19 +TC-BC 163.18 +TC-BC 163.18 +TC-BC 163.16 +TC-BC 162.96 +TC-BC 162.82 +163.52 +163.50 +163.50 +163.45 +163.30 +163.20 F.F.E. 165.50 G.F.E. 164.30 + 164.20 +164.20 +163.60 + 164.10 + 164.20 +164.20 + 164.20 +164.20 +163.60 +164.10 +163.55 +164.10 + 164.00 + 164.00 +164.00 + 164.00 F.F.E. 165.80 G.F.E. 164.30 F.F.E. 165.80 G.F.E. 164.30 F.F.E. 165.20 G.F.E. 163.70 F.F.E. 165.20 G.F.E. 163.70 + 164.10 + 163.20 + TC-BC 160.08 + TC-BC 159.97 + 160.30 +160.30 +163.40 + 163.90 +163.30 + 163.90 + 163.90 +163.90 +164.10 + 161.65 + 160.40 +161.20 F.F.E. 162.80 G.F.E. 161.30 +161.20+161.20 + TC-BC 159.62 +TC-BC 159.49 + 159.70 2.2% 2.2% 2.2% 2.5% 2.2% + 163.20 + 162.80 + 162.40 + 162.80 +162.40 +164.10 + 162.10 + 161.80 + H.P.162.10 + 162.30 + 162.65 + 163.32 + 163.35 + 162.70 +162.40 159.70+ +160.50 F.F.E. 162.10 G.F.E. 160.60 +160.50 2.6% 2.5% +160.50 +160.50 + H.P.161.10 +160.95 +160.85 +160.75 + 160.75 +TC-BC161.00 164 164 163 162 164 164 164 161 162 163 162 161 163 164 161 161 PROPOSED LOT 25.07 BLOCK 340 PROPOSED LOT 25.06 BLOCK 340 PROPOSED LOT 25.05 BLOCK 340 PROPOSED LOT 25.04 BLOCK 340 PROPOSED LOT 25.03 BLOCK 340 PROPOSED LOT 25.02 BLOCK 340 PROPOSED LOT 25.01 BLOCK 340 G G E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C E/T/C G G G G G G G G G G G G G G G G G G G G G G G G G G E/T/C po box 275 somerville, nj 08876 908.800.5500 manterradesign.com certificate of authorization: 24GA28327100 NEW JERSEY PROFESSIONAL ENGINEER 47552 GIOVANNI MANILIO, PE man TERRA DESIGN LLC revisions date scale PARDO CONSTRUCTION GROUP BLOCK 340, LOT 25 32 HAMILTON STREET CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY 8 SOIL EROSION & SEDIMENT CONTROL PLAN 10 5 0 10 20 scale: 1"=10' man TERRA DESIGN LLC job no. drawn by checked by 25109 as noted kgf jam N SOIL EROSION & SEDIMENT CONTROL PLAN SCALE: 1"=20' 80 ORCHARD STREET BLOOMFIELD, NJ 07003 PARDO CONSTRUCTION GROUP INC. 214 JEFFERSON STREET #3 NEWARK, NJ 07105 APPLICANT BLOCK 340, LOT 25 32 HAMILTON STREET EAST ORANGE, NEW JERSEY LOT AREA = 19,604.35 S.F. (0.450 AC) DISTURBANCE = 24,949 S.F. (0.573 AC) RESTORATION = EXEMPT SITE INFORMATION SOIL COMPACTION EXEMPTION NOTE AS DETERMINED BY THE STATE POLICY MAP, THE PROJECT AREA FALLS WITHIN THE METROPOLITAN PLANNING AREA (PA1). UNDER EXISTING CONDITIONS, THE SITE IS NOT COVERED IN WOODY VEGETATION NOR REGROWTH. IN ACCORDANCE WITH THE NEW JERSEY STANDARD FOR LAND GRADING (REVISED 2017), NON WOODY VEGETATED PA1 AREAS FALL UNDER THE SOIL COMPACTION EXEMPTION LIST AS AN "URBAN REDEVELOPMENT" AND IS DEFINED BY NJDEP AS "PREVIOUSLY DISTURBED". HUDSON-ESSEX & PASSAIC COUNTY SOIL CONSERVATION DISTRICT PHONE: (862) 333-4505 / FAX: (862) 333-4507 SOIL EROSION AND SEDIMENT CONTROL NOTES: 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL" 7th EDITION LAST REVISED JULY 2017, EFFECTIVE DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL - 8/15 - 10/1 4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED 5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL - [email protected] 9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES, FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, EFFECTIVE DECEMBER 2017. 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. 13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 Â½ -1â CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6â. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE âSPECIALâ MEASURES SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT. 15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT. SEQUENCE OF CONSTRUCTION: INSTALL SILT FENCE AS DEPICTED ON SOIL EROSION AND SEDIMENT CONTROL PLAN. 1 DAY INSTALL CONSTRUCTION ENTRANCE AS DEPICTED ON SOIL EROSION AND SEDIMENT CONTROL PLAN, IF DIRECTED. 1 DAY ROUGH GRADE AREAS FOR PROPOSED IMPROVEMENTS. 2 WEEKS STABILIZE ALL CRITICAL AREAS SUBJECT TO EROSION. ONGOING CONSTRUCT DWELLING & PROPOSED UTILITIES 10 MONTHS FINE GRADE, PLACE TOPSOIL, INSTALL LANDSCAPE PLANTINGS, SEED, AND MULCH. 2 WEEKS AFTER LANDSCAPE STABILIZATION, REMOVE ALL SILT FENCING. 1 DAY FINAL PAVE DRIVEWAY AREAS. 2 DAYS TOTAL DURATION Â± 12 MONTHS 1. SITE PREPARATION: A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION, AND MULCH ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH STANDARD FOR LAND GRADING. B. IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION, THE SUBSOIL SHALL BE EVALUATED FOR COMPACTION IN ACCORDANCE WITH THE STANDARD FOR LAND GRADING. C. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING THE SOIL STRUCTURE. A UNIFORM APPLICATION TO A DEPTH OF 5 INCHES (UNSETTLED) IS REQUIRED ON ALL SITES. TOPSOIL SHALL BE AMENDED WITH ORGANIC MATTER, AS NEEDED, IN ACCORDANCE WITH THE STANDARD FOR TOPSOILING. D. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE-STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS. 2. SEEDBED PREPARATION: A. UNIFORMLY APPLY GROUND LIMESTONE AND FERTILIZER TO TOPSOIL WHICH HAS BEEN SPREAD AND FIRMED, ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS OFFERED BY RUTGERS CO-OPERATIVE EXTENSION SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL RUTGERS COOPERATIVE EXTENSION OFFICES (HTTP://NJAES.RUTGERS.EDU/COUNTY/). FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE AND INCORPORATED INTO THE SURFACE 4 INCHES. IF FERTILIZER IS NOT INCORPORATED, APPLY ONE-HALF THE RATE DESCRIBED ABOVE DURING SEEDBED PREPARATION AND REPEAT ANOTHER ONE-HALF RATE APPLICATION OF THE SAME FERTILIZER WITHIN 3 TO 5 WEEKS AFTER SEEDING. B. WORK LIME AND FERTILIZER INTO THE TOPSOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRING-TOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM SEEDBED IS PREPARED. C. HIGH ACID PRODUCING SOIL. SOILS HAVING A pH OF 4 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM OF 12 INCHES OF SOIL HAVING A PH OF 5 OR MORE BEFORE INITIATING SEEDBED REPARATION. SEE STANDARD FOR MANAGEMENT OF HIGH ACID-PRODUCING SOILS FOR SPECIFIC REQUIREMENTS. 3. SEEDING: PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL. SITE CONTAINS SOIL BowrC BOONTON - URBAN LAND, BOONTON SUBSTRATUM COMPLEX, RED SANDSTONE LOWLAND, 8 TO 15 PERCENT SLOPES AS PER NJ WEB SOIL SURVEY USDA PLANTING MIXTURE TO BE USED: MIX-10 (RESIDENTIAL/COMMERCIAL USE) TALL FESCUE (TURF-TYPE) @ 265 LB/AC. PERENNIAL RYEGRASS @ 20 LB/AC. SITE IS LOCATED WITHIN USDA PLANT HARDINESS ZONE 7A, PLANTING DATES: OPTIMAL DATE: 2/01 TO 4/30 ACCEPTABLE DATE: 5/01 TO 8/14 (**) ACCEPTABLE DATE: 8/15 TO 10/30 (**) (**) SUMMER SEEDINGS SHOULD ONLY BE CONDUCTED WHEN THE SITE IS IRRIGATED. MIXES INCLUDING WHITE CLOVER REQUIRE THAT AT LEAST SIX SEEKS OF GROWING SEASON REMAIN AFTER SEEDING TO ENSURE ESTABLISHMENT BEFORE FREEZING CONDITIONS. 4. MULCHING: MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL PROTECT AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL PROMOTE FASTER AND EARLIER ESTABLISHMENT. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT. A. STRAW OR HAY. UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, TO BE APPLIED AT THE RATE OF 1-1/2 TO 2 TONS PER ACRE (70 TO 90 POUNDS PER 1,000 SQUARE FEET), EXCEPT THAT WHERE A CRIMPER IS USED INSTEAD OF A LIQUID MULCH-BINDER (TACKIFYING OR ADHESIVE AGENT), THE RATE OF APPLICATION IS 3 TONS PER ACRE. MULCH CHOPPER-BLOWERS MUST NOT GRIND THE MULCH. HAY MULCH IS NOT RECOMMENDED FOR ESTABLISHING FINE TURF OR LAWNS DUE TO THE PRESENCE OF WEED SEED. APPLICATION - SPREAD MULCH UNIFORMLY BY HAND OR MECHANICALLY SO THAT AT LEAST 85% OF THE SOIL SURFACE IS COVERED. FOR UNIFORM DISTRIBUTION OF HAND-SPREAD MULCH, DIVIDE AREA INTO APPROXIMATELY 1,000 SQUARE FEET SECTIONS AND DISTRIBUTE 70 TO 90 POUNDS WITHIN EACH SECTION. ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA, STEEPNESS OF SLOPES, AND COSTS. 1. PEG AND TWINE. DRIVE 8 TO 10 INCH WOODEN PEGS TO WITHIN 2 TO 3 INCHES OF THE SOIL SURFACE EVERY 4 FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS AND A SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS. 2. MULCH NETTINGS - STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A DEGRADABLE NETTING IN AREAS TO BE MOWED. 3. CRIMPER (MULCH ANCHORING COULTER TOOL) - A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, ESPECIALLY DESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT IS REQUIRED. 4. LIQUID MULCH-BINDERS - MAY BE USED TO ANCHOR SALT HAY, HAY OR STRAW MULCH. a. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND MAY CATCH THE MULCH, IN VALLEYS, AND AT CRESTS OF BANKS. THE REMAINDER OF THE AREA SHOULD BE UNIFORM IN APPEARANCE. b. USE ONE OF THE FOLLOWING: (1) ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER-BASED, HYDROPHILIC MATERIALS WHEN MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANED NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE GROWTH OF TURF GRASS. USE AT RATES AND WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. MANY NEW PRODUCTS ARE AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR USE IN THIS STATE. (2) SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND, FOLLOWING APPLICATION OF MULCH, DRYING AND CURING, SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER. BINDER SHALL BE APPLIED AT RATES RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. NOTE: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A RECOMMENDATION OF THESE PRODUCTS TO THE EXCLUSION OF OTHER PRODUCTS. B. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER CONTAINING NO GROWTH OR GERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500 POUNDS PER ACRE (OR AS RECOMMENDED BY THE PRODUCT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL. C. PELLETIZED MULCH-COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER PRODUCT, WHICH MAY CONTAIN CO-POLYMERS, TACKIFIERS, FERTILIZERS, AND COLORING AGENTS. THE DRY PELLETS, WHEN APPLIED TO A SEEDED AREA AND WATERED, FORM A MULCH MAT. PELLETIZED MULCH SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR MECHANICAL SPREADER AT THE RATE OF 60-75 LBS/1,000 SQUARE FEET AND ACTIVATED WITH 0.2 TO0.4 INCHES OF WATER. THIS MATERIAL HAS BEEN FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR RENOVATION AREAS, SEEDED AREAS WHERE WEED-SEED FREE MULCH IS DESIRED, OR ON SITES HERE STRAW MULCH AND TACKIFIER AGENT ARE NOT PRACTICAL OR DESIRABLE. APPLYING THE FULL 0.2 TO 0.4 INCHES OF WATER AFTER SPREADING PELLETIZED MULCH ON THE SEEDBED IS EXTREMELY IMPORTANT FOR SUFFICIENT ACTIVATION AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE. 5. IRRIGATION (WHERE FEASIBLE): IF SOIL MOISTURE IS DEFICIENT SUPPLY NEW SEEDING WITH ADEQUATE WATER (A MINIMUM OF 1/4 INCH APPLIED UP TO TWICE A DAY UNTIL VEGETATION IS WELL ESTABLISHED). THIS IS ESPECIALLY TRUE WHEN SEEDINGS ARE MADE IN ABNORMALLY DRY OR HOT WEATHER OR ON DROUGHTY SITES. 6. TOPDRESSING: SINCE SOIL ORGANIC MATTER CONTENT AND SLOW RELEASE NITROGEN FERTILIZER (WATER INSOLUBLE) ARE PRESCRIBED IN SECTION 2A-SEEDBED PREPARATION IN THIS STANDARD, NO FOLLOW-UP OF TOPDRESSING IS MANDATORY. AN EXCEPTION MAYBE MADE WHERE GROSS NITROGEN DEFICIENCY EXISTS IN THE SOIL TO THE EXTENT THAT TURF FAILURE MAY DEVELOP. IN THAT INSTANCE, TOP DRESS WITH 10-10-10 OR EQUIVALENT AT 300 POUNDS PER ACRE OR7 POUNDS PER1,000 SQUARE FEET EVERY 3 TO 5 WEEKS UNTIL THE GROSS NITROGEN DEFICIENCY IN THE TURF IS AMELIORATED. 7. ESTABLISHING PERMANENT VEGETATIVE STABILIZATION: THE QUALITY OF PERMANENT VEGETATION RESTS WITH THE CONTRACTOR. THE TIMING OF SEEDING, PREPARING THE SEEDBED, APPLYING NUTRIENTS, MULCH AND OTHER MANAGEMENT ARE ESSENTIAL. THE SEED APPLICATION RATES IN TABLE 4-3 ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF PERMANENT VEGETATION. UP TO 50% REDUCTION IN APPLICATION RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO REQUESTING A REPORT OF COMPLIANCE FROM THE DISTRICT. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80% VEGETATIVE COVER (OF THE SEEDED SPECIES) AND MOWED ONCE. NOTE THIS DESIGNATION OF MOWED ONCE DOES NOT GUARANTEE THE PERMANENCY OF THE TURF SHOULD OTHER MAINTENANCE FACTORS BE NEGLECTED OR OTHERWISE MISMANAGED. STANDARD FOR PERMANENT VEGETATIVE COVER CAP UTILITIES, DEMO EXIST FEATURES AND STRIP TOPSOIL AND STORE FOR FUTURE USE. 3 WEEKS NOTIFY THE SOIL CONSERVATION DISTRICT WITH WRITTEN NOTIFICATION 48 HOURS PRIOR TO CONSTRUCTION 2 DAYS DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE SILT ACCUMULATION GRADE FABRIC SHALL HAVE BUILT-IN DRAWSTRING ALONG TOP FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC FENCE POST, 8'-0" OC 2' MIN. 2' MIN. DIG 6" WIDE & DEEP TRENCH, BURY BOTTOM 1' OF FABRIC, TAMP IN PLACE 6" MIN. 6" MIN. SILT FENCE DETAIL SCALE: NTS NOTE: CONSTRUCTION ENTRANCE SHALL CONSIST OF 1 1/2" - 2" DIAMETER STONE. AS A MEANS OF CONTROLLING SOIL TRACKED OFFSITE, ALL VEHICLES SHALL LEAVE AT CONSTRUCTION ENTRANCE POINTS. THIS ITEM SHALL BE THE FIRST ITEM IN THE CONSTRUCTION SEQUENCE, AND SHALL REMAIN IN PLACE UNTIL SUBSTANTIAL COMPLETION OF THE PROJECT. REMOVAL SHALL BE APPROVED BY THE BOARD ENGINEER. PUBLIC R.O.W. LENGTHS OF CONSTRUCTION EXITS 0 TO 2% 2 TO 5% > 5% COARSE GRAINED SOILS FINE GRAINED SOILS LENGTH OF STONE REQUIRED 50 FT. 100 FT. 100 FT. 200 FT. ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE PERCENT OF ROADWAY SLOPESEE TABLE FOR LENGTH SEE TABLE FOR LENGTH DOWNGRADE SEED IMMEDIATELY AFTER STOCKPILING SILT FENCE (SEE DETAIL) HAY BALE (IF REQUIRED) INLET FILTER DETAIL SCALE: NTS CONSTRUCTION ENTRANCE PAD DETAIL SCALE: NTS TOPSOIL STOCKPILE DETAIL SCALE: NTS EXPANSION RESTRAINT OPTIONAL OVERFLOW SIDE VIEW INSTALLED 1" REBAR FOR BAG REMOVAL FROM INLET (REBAR NOT INCLUDED) DUMP STRAPS EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) BAG DETAIL LENGTH = L WIDTH = W SILTSACK OR APPROVED EQUAL DUMP LOOPS (REBAR NOT INCLUDED) CURB OPENING FOAM (IF REQUIRED) DEPTH = D THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: MULCHES - SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY (PG. 5-1) VEGETATIVE COVER - SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PG. 7-I), PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION (PG. 4-I), AND PERMANENT STABILIZATION WITH SOD CPG. 6-1) SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. TABLE 16-1 : DUST CONTROL MATERIALS TIILAGE â TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL â TYPE PLOWS SPACED ABOUT 12 INCHES APART, AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT. SPRINKLING â SITE IS SPRINKLED UNTIL THE SURFACE IS WET. BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS. STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. MATERIAL WATER DILUTION TYPE OF NOZZLE APPLY GALLONS/ACRE ANIONIC ASPHALT EMULSION 7:1 COARSE SPRAY 1200 LATEX EMULSION 12.5:1 FINE SPRAY 235 RESIN IN WATER 4:1 FINE SPRAY 300 POLYACRYAMIDE (PAM) - SPRAY ON APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND PRECIPITATE POLYACRYAMIDE (PAM) - DRY SPRAY SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARD (PG. 26-1) ACIDULATE SOY BEAN SOAP STICK NONE COARSE SPRAY 1200 DUST CONTROL NOTES 2025.12.29 PRELIMINARY AND FINAL MAJOR SUBDIVISION & PRELIMINARY AND FINAL MAJOR SITE PLANS 01. 01.06.26 revised per Completeness Comments 02. 03.06.26 revised per Completeness Comments� XXXXX SCALE: NTS po box 275 somerville, nj 08876 908.800.5500 manterradesign.com certificate of authorization: 24GA28327100 NEW JERSEY PROFESSIONAL ENGINEER 47552 GIOVANNI MANILIO, PE man TERRA DESIGN LLC revisions date checked by scale 10 SCALE: NTS PERMEABLE PAVER DETAIL SCALE: NTS TYPICAL WATER SERVICE LATERAL DETAIL SCALE: NTS SANITARY CLEANOUT DETAIL SCALE: NTS TYPICAL SANITARY LATERAL DETAIL SCALE: NTS SCALE: NTS ROOF DRAIN OVERFLOW DETAIL SCALE: NTS SCALE: NTS ON-SITE GRANITE BLOCK CURB DETAIL SCALE: NTS PAVEMENT RESTORATION DETAIL SCALE: NTS DRYWELL STORAGE CALCULATIONS AND DETAIL FOR LOTS 25.02-25.06 DRYWELL STORAGE CALCULATIONS AND DETAIL FOR LOT 25.01 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS man TERRA DESIGN LLC drawn by checked by PARDO CONSTRUCTION GROUP BLOCK 340, LOT 25 32 HAMILTON STREET CITY OF EAST ORANGE ESSEX COUNTY, NEW JERSEY CONSTRUCTION DETAILS 25109 as noted kgf jam STORMWATER STORAGE CALCULATIONS: (TOTAL VOLUME) VOLUME OF TANKS (3.00 FT x 3.00 FT x 3.14 x 5.67 FT.) = 160.2 C.F. 2 x 160.2 C.F. = 320.4 C.F. VOLUME OF STONE AROUND TANK, UTILIZING 40% VOID RATIO (((18.0 FT. x 10.5 FT x 7 FT.) - 2(3.25 FT. x 3.25 FT. x 3.14 x 6.0)) x 0.4 = 370.0 C.F. TOTAL VOLUME 320.4 C.F. (TANKS) + 370.0 C.F. (STONE) = 690.4 C.F. 4'-10" 5'-8" 12" TYP. 6'-0" 4" 2.0% MIN. FINISHED GRADE O.D. = 6'-6" 3" TYP. 1'-6" 1'-0" DRYWELL TANK SECTION VIEW I.D. = 6'-0" 4"Ã SCH. 40 PVC CONNECTION PIPE 1 1/2" CRUSHED CLEAN STONE (#3 STONE) 18'-0" 10'-6" 1 1/2" CRUSHED CLEAN STONE (#3 STONE) 2'-0" 2'-0" 6'-6" 1'-0" PLAN VIEW 6'-6" 2'-0" 6'-6" 4"Ã SCH. 40 PVC ROOF LEADER (IN) ENCLOSE STONE WITH FILTER FABRIC (TOP & SIDES ONLY) 24" 2'-0" 1'-6" 4"Ã SCH. 40 PVC OVERFLOW (OUT) STORMWATER STORAGE CALCULATIONS: (VOLUME BELOW OVERFLOW) VOLUME OF TANKS (3.00 FT x 3.00 FT x 3.14 x 4.83 FT.) = 136.50 C.F. 2 x 136.50 C.F. = 273 C.F. VOLUME OF STONE AROUND TANK, UTILIZING 40% VOID RATIO (((18.0 FT. x 10.5 FT x 5.83 FT.) - 2(3.25 FT. x 3.25 FT. x 3.14 x 4.83)) x 0.4 = 313.0 C.F. TOTAL VOLUME 273 C.F. (TANKS) + 313.0 C.F. (STONE) = 586.0 C.F. STORMWATER STORAGE CALCULATIONS: (TOTAL VOLUME) VOLUME OF TANKS (3.00 FT x 3.00 FT x 3.14 x 5.67 FT.) = 160.2 C.F. 4 x 160.2 C.F. = 640.8 C.F. VOLUME OF STONE AROUND TANK, UTILIZING 40% VOID RATIO (((19.0 FT. x 18.0 FT x 7 FT.) - 4(3.25 FT. x 3.25 FT. x 3.14 x 6.0)) x 0.4 = 639.2 C.F. TOTAL VOLUME 640.8 C.F. (TANKS) + 639.2 C.F. (STONE) = 1,280.0 C.F. 4'-10" 5'-8" 12" TYP. 6'-0" 4" 2.0% MIN. FINISHED GRADE O.D. = 6'-6" 3" TYP. 1'-6" 1'-0" DRYWELL TANK SECTION VIEW I.D. = 6'-0" 4"Ã SCH. 40 PVC CONNECTION PIPE 1 1/2" CRUSHED CLEAN STONE (#3 STONE) 18'-0" 19'-0" 1 1/2" CRUSHED CLEAN STONE (#3 STONE) 2'-0" 2'-0" 6'-6" 1'-0" PLAN VIEW 6'-6" 2'-0" 6'-6" ENCLOSE STONE WITH FILTER FABRIC (TOP & SIDES ONLY) 24" 2'-0" 1'-6" 4"Ã SCH. 40 PVC OVERFLOW (OUT) STORMWATER STORAGE CALCULATIONS: (VOLUME BELOW OVERFLOW) VOLUME OF TANKS (3.00 FT x 3.00 FT x 3.14 x 4.83 FT.) = 136.50 C.F. 4 x 136.50 C.F. = 546 C.F. VOLUME OF STONE AROUND TANK, UTILIZING 40% VOID RATIO (((19.0 FT. x 18.0 FT x 5.83 FT.) - 4(3.25 FT. x 3.25 FT. x 3.14 x 4.83)) x 0.4 = 541.2 C.F. TOTAL VOLUME 546.0 C.F. (TANKS) +541.2 C.F. (STONE) = 1,087.2 C.F. 6'-6" 2'-0" 4"Ã SCH. 40 PVC ROOF LEADER (IN) DRYWELL STORAGE CALCULATIONS AND DETAIL FOR LOTS 25.07 SCALE: NTS STORMWATER STORAGE CALCULATIONS: (TOTAL VOLUME) VOLUME OF TANKS (3.00 FT x 3.00 FT x 3.14 x 5.67 FT.) = 160.2 C.F. VOLUME OF STONE AROUND TANK, UTILIZING 40% VOID RATIO (((8.5 FT. x 8.5 FT x 7 FT.) - (3.25 FT. x 3.25 FT. x 3.14 x 6.0)) x 0.4 = 122.70 C.F. TOTAL VOLUME 160.2 C.F. (TANKS) + 122.7 C.F. (STONE) = 282.9 C.F. 4'-10" 5'-8" 12" TYP. 6'-0" 4" 2.0% MIN. FINISHED GRADE O.D. = 6'-6" 3" TYP. 1'-0" 1'-0" DRYWELL TANK SECTION VIEW I.D. = 6'-0" 4"Ã SCH. 40 PVC OVERFLOW PIPE 1 1/2" CRUSHED CLEAN STONE (#3 STONE) 8'-6" 8'-6" 1 1/2" CRUSHED CLEAN STONE (#3 STONE) 1'-0" 1'-0" 6'-6" 1'-0" PLAN VIEW 6'-6" 4"Ã SCH. 40 PVC ROOF LEADER (IN) ENCLOSE STONE WITH FILTER FABRIC (TOP & SIDES ONLY) 24" 1'-0" 1'-0" 4"Ã SCH. 40 PVC OVERFLOW (OUT) STORMWATER STORAGE CALCULATIONS: (VOLUME BELOW OVERFLOW) VOLUME OF TANKS (3.00 FT x 3.00 FT x 3.14 x 4.83 FT.) = 136.50 C.F. VOLUME OF STONE AROUND TANK, UTILIZING 40% VOID RATIO (((8.5 FT. x 8.5 FT x 5.83 FT.) - (3.25 FT. x 3.25 FT. x 3.14 x 4.83)) x 0.4 = 104.40 C.F. TOTAL VOLUME 136.50 C.F. (TANKS) + 104.4 C.F. (STONE) = 240.9 C.F. 10" MIN 1.5" ON-SITE FLUSH CONCRETE CURB DETAIL ON-SITE DEPRESSED BLOCK CURB DETAIL PAVEMENT 18" TYP. OR PER RAMP DETAIL VARIES 20" 19 1/2" 6" 14" 4 1/2" 1/2" 10" 20" 8" 1/2" AA SECTION A - A ELEVATION VIEW NOTES: 1. CONCRETE FLUSH CURB SHALL BE UTILIZED AT ALL ADA ACCESSIBLE RAMPS AND WHERE CURB OPENINGS ARE PROVIDED FOR THE CONVEYANCE OF STORMWATER RUNOFF. 14" CONCRETE CLASS B 9" 20" 8" PAVEMENT CONCRETE CURB DETAIL 1" BATTER 6" NOTES: 1. VERTICAL JOINTS, 1/2" WIDE SHALL BE PROVIDED AT 10 FOOT INTERVALS ALONG CURB AND FILLED WITH PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, RECESSED 1/4" FROM FACE AND TOP OF CURB. APPROVED BACKFILL WIDTH VARIES12" MIN. EXISTING PAVEMENT 6" TH. BITUMINOUS CONCRETE STABILIZED BASE COURSE, MIX I-2 2" TH. BITUMINOUS CONCRETE SURFACE COURSE, MIX I-5 SAWCUT PAVEMENT EDGE (TYP.) JOINTS TO BE 3/4" WIDE MAX. & POINTED USING 1:2 MIX CEMENT. MORTAR JOINTS TO BE CLEANED PRIOR TO MORTARING 3500 PSI CONCRETE @ 28 DAYS FINISHED PAVEMENT SURFACE 10" MIN. 6" MIN. 4" MIN. FINISHED GRADE 4" MIN. 4" MIN. 6" MIN. 6" 1" RAKE CLASS "B" CONCRETE, 3,500 P.S.I.GRANITE BLOCK 4"X5"X10", MINIMUM ROADWAY PAVEMENT SECTION (TYP.) 18" MIN. 3" 6" 12" MIN. NOTES: 1. COMPACTED BACKFILL TO BE FREE OF EXCESSIVE CLAY. ORGANIC MATERIAL AND BOULDERS. 2. APPROVED MATERIAL SHALL COMPLY WITH NJDOT SPECIFICATION 901.11 SOIL AGGREATATE AND BE DETERMINED BY TESTING ANALYSIS AND SHALL PASS CLEAN FILL CERTIFICATION. 3. IN ACCORDANCE WITH THE LATEST SOIL CONSERVATION REQUIREMENTS, UNPAVED AREAS SHALL HAVE A MINIMUM OF 5" OF TOPSOIL APPROVED BACKFILL COMPACTED IN MAX. 1 FT. LIFT 3/4" CLEAN CRUSHED STONE COMPACT IN MAXIMUM 1 FT. LIFT PAVEMENT AREA (SEE PAVEMENT SECTION) GRASSED AREA: 5" TOPSOIL, FERTILIZING, SEEDING & MULCHING PIPE I.D. PIPE O.D. PLUS 2' VARIES 1'-0" MIN. ABOVE TOP OF PIPE 6" MIN. DGA OR OTHER SUITABLE ONSITE, COMPACTED, WELL-DRAINED MATERIAL AS APPROVED BY THE TOWNSHIP ENGINEER COMPACTED IN MAXIMUM 1 FT. LIFT 6" MIN. PIPE BEDDING DETAIL NON PAVED AREAS GROUND LEVEL PAVED AREAS COMPACTED SUBGRADE 2" TH. BITUMINOUS CONCRETE SURFACE COURSE, MIX I-5 4" TH. STABILIZED SUBBASE, DGA SCALE: NTS DRIVEWAY PAVEMENT DETAIL SCALE: NTS CONCRETE SIDEWALK DETAIL SCALE: NTS SLOPE 1/4" PER 1 FT. TOWARD CURB CLASS "B" CONCRETE FINISHED GRADE COMPACTED SUBGRADE 4" DENSE GRADED AGGREGATE BASE COURSE 4" 4" MIN. REFER TO SITE PLAN NOTES: 1. PVC FITTINGS & OVERFLOW GRATE SHALL BE MANUFACTURED BY NDS OR APPROVED EQUAL. SPLASH BLOCK OVERFLOW DOWNSPOUT ROOF DRAIN PIPE (TYP.) DWELLING TO DRYWELL SYSTEM D/2 4" MIN. 6" MIN. 18" MAX. D D/2 6" D MIN. 6" MIN. MIN. 4,500 PSI CONCRETE D/2 4" MIN. D D D/2 6" MIN. 18" MAX. MIN. 4,500 PSI CONCRETE UTILITY CROSSING DETAIL 4' MIN. 45'MAX. SPRING LINE FINISH GRADE PAVEMENT EXIST. CURB FROM FROM BUILDING PLAN SANITARY SEWER MAIN SECTION MINIMUM SLOPE 1/8" PER FOOT UNLESS DIRECTED BY THE MUNICIPAL ENGINEER 30Â° ELBOW TEE-WYE BUILDING 1/8 BEND "Y" BRANCH OR DOUBLE "Y" BRANCH COMPACTED BANKRUN SAND & GRAVEL OR CRUSHED STONE AS DEEMED NECESSARY BY THE MUNICIPAL ENGINEER MIN. 6"Ã SDR-35 PVC PIPE OR APPROVED EQUAL NOTE: COMPACTED BACKRUN SAND OR DENSE GRADED AGGREGATE SHALL BE PLACED UP TO THE SPRINGLINE OF THE PIPE AND UP TO THE UNDERSIDE OF THE CLEAN OUT CASTING OR AS DEEMED NECESSARY BY THE MUNICIPAL ENGINEER. "Y" BRANCH OR SADDLE TEE WITH RUBBER SEAL (OPENING TO BE DRILLED IN PIPE) FINISHED GRADE 3"Â± BITUMINOUS PAVEMENT CAMPBELL FOUNDRY CASTING #1000 WITH CAM-LOCK OR EQUAL RISER CONCRETE SETTING SLAB 11-7/8" EXPANSION JOINT CONCRETE PAVEMENT STONE BEDDING 3"Â± CL PAVEMENT (IF APPLICABLE) ASBESTOS CEMENT DISTRIBUTION MAIN 45Â° 2'-0" MAX. GROUND R.O.W. LINE 12" PRECAST CONCRETE PAD CURB FACE 4'-0" MIN. GOOSE NECK 1" CORPORATION STOP 4'-0" MIN. 3'-6" MIN. 60Â° SERVICE CLAMP APPROVED BY THE MUNICIPAL UTILITY DEPARTMENT CONTRACTOR TO FURNISH ADAPTORS AND FITTINGS NECESSARY TO CONNECT TO EXISTING SERVICES CEMENT LINED DUCTILE IRON PIPE MIN. CLASS 52 WATER MAIN CURB EXTENSION BOX WITH STATIONARY ROD 1" GROUND KEY CURB STOP W/ ORISEAL OR APPROVED EQUAL 1" TYPE "K" COPPER WATER SERVICE (MIN.) OR OTHER APPROVED MATERIAL. TRACER TAPE TO BE UTILIZED WHEN NON-MAGNETIC SERVICE IS UTILIZED JOINT FILL AASHTO #8 PERMEABLE PAVING STONES 2" THICK SETTING BED 6" THICK PERMEABLE WOVEN GEOTEXTILE FABRIC AASHTO #8 1/4" CLEAN BASE - AASHTO #57 OR #67 MIRAFI HP 360 5. INSTALL FILTER FABRIC OVER COMPACTED SUBGRADE AND RETURN UP SIDES OF EXCAVATION. INSTALL AGAINST END CONSTRAINTS. AVOID USING UNITS LESS THAN 3/4" WIDE. INSTALLATION NOTES: 3. SETTING BED TO BE AASHTO #8, 1/4" CLEAN STONE TO A DEPTH OF 2". AVOID CONTAMINATION 2. LAY UNITS HAND TIGHT TO DESIGNATED PATTERN. LAY UNITS UP-SLOPE. ASSURE UNITS ARE TIGHT 1. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. PERMEABLE BASE TO BE AASHTO #57 OR #67 3/4" CLEAN STONE. INSTALL IN 4"-6" LIFTS WITH A 10 TON STATIC ROLLER USING A MINIMUM OF 4 PASSES. FROM FINES & DEBRIS. COMPACT USING A 10 TON STATIC ROLLER, MINIMUM 4 PASSES. ON TOP OF BASE PRIOR TO SETTING BED INSTALLATION. USE WOVEN GEOTEXTILE, MIRAFI HP 360. SWEEP STONE TO FILL JOINTS. VIBRATE WITH A 5,000 LB. CENTRIFUGAL FORCE RATED MACHINE. SWEEP 6. JOINT FILL TO BE AASHTO #8, 1/4" CLEAN STONE. PREVENT CONTAMINATION FROM FINES AND DEBRIS. AND VIBRATE A SECOND TIME. CHECK TO ASSURE JOINTS ARE FULL. CONCRETE EDGING 1/4" CLEAN STONE STONE 3/4" CLEAN STONE COMPACTED SUBGRADE YARD INLET DETAIL 4" PERFORATED PVC UNDERDRAIN 2025.12.29 PRELIMINARY AND FINAL MAJOR SUBDIVISION & PRELIMINARY AND FINAL MAJOR SITE PLANS 01. 01.06.26 revised per Completeness Comments 02. 03.06.26 revised per Completeness Comments� - SERVING THE COMMUNITY FOR MORE THAN 50 YEARS - ROBERT A. GACCIONE FRANK POMACO DENNIS E. GAGLIONE ALDO DITROLIO ANTHONY G. DEL GUERCIO __________ DIANA POWELL McGOVERN WILLIAM F. HARRISON DAVID SCILLIERI GACCIONE POMACO A PROFESSIONAL CORPORATION ONE BOLAND DRIVE SUITE 102 WEST ORANGE, NEW JERSEY 07052 (973) 759-2807 TELEFAX: (973) 759-6968 MICHAEL J. PIROMALLI STEVEN M. AHRENDT WILFREDO CARABALLO Of Counsel __________ LESLIE W. FINCH (1973-2000) March 23, 2026 Via Hand Delivery and E-Mail Janis Nelson East Orange Land Use Administrator 44 City Hall Plaza East Orange, NJ 07018 Re: Pardo Construction Group Inc. 32 Hamilton Street Block 340, Lot 25 Ms. Nelson: In connection with a land use application scheduled to be heard at the April 8, 2026 meeting of the East Orange Zoning Board please find enclosed the following: â¢ Fifteen (15) copies of a completed East Orange Land Use Application and Site Review Checklist; â¢ Fifteen (15) copies of engineering plans prepared by Giovanni Manilio, P.E. of Manterra Design LLC dated December 29, 2025 and last revised on March 6, 2026; â¢ Fifteen (15) copies of a boundary and topographical survey prepared by Andrzej Namyslak, P.L.S. of Geospatial Surveying & Layout dated October 22, 2025; â¢ Fifteen (15) copies of a stormwater management report prepared by Giovanni Manilio, P.E. of Manterra Design LLC dated December 29, 2025; â¢ Fifteen (15) copies of architectural plans prepared by Rui Amaral, R.A. dated January 5, 2026; and â¢ Fifteen (15) copies of a Statement of Intent dated January 20, 2026. Kindly forward these materials to the East Orange Zoning Board members and the boardâs experts for review in anticipation of the April 8, 2026 meeting. � - SERVING THE COMMUNITY FOR MORE THAN 50 YEARS - Thank you in advance for your time and should you have any questions or need any additional plans or materials in support of this application please do not hesitate to call. With Regards, /s/Michael Piromalli Michael J. Piromalli, Esq. E-mail: [email protected] MJP:ph Enclosures cc: Pardo Construction Group, Inc. c/o Oswal Pardo [via e-mail]� GEOSPATIAL SURVEYING & LAYOUT, LLC Andrew Namyslak, PLS. 410 Lafayette Ave, Wyckoff, New Jersey, 07481. Professional Land Surveyor N.J. License Number: GS43359 Tel: (201)268-2992 -------------------------------------------------------------------------------------------------------------------- 1 | P a g e Variable Width Utility Easement Description THROUGH BLOCK 340 PROPOSED LOT 25.02, 25.03, 25.04 and 25.05 TO BENEFIT BLOCK 340 PROPOSED LOTS 25.01 AND 25.02 Being in the City of East Orange, County of Essex, State of New Jersey, and being more particularly described as follows: BEGINNING at a point in the northerly sideline of Hamilton Street (50â Right of Way), said point being distant 225.16 feet easterly from the intersection formed by the northerly sideline of Hamilton Street (50â Right of Way) and the easterly sideline of North Walnut Street (50â Right of Way); thence leaving the northerly line of Hamilton Street and running 1. North 27 degrees 52 minutes 00 seconds East, a distance of 98.00 feet; thence, 2. North 62 degrees 08 minutes 00 seconds West, a distance of 48.16 feet; thence, 3. North 27 degrees 52 minutes 00 seconds East, a distance of 29.50 feet; thence, 4. South 62 degrees 08 minutes 00 seconds East, a distance of 10.00 feet; thence, 5. South 27 degrees 52 minutes 00 seconds West, a distance of 24.50 feet; thence, 6. South 62 degrees 08 minutes 00 seconds East, a distance of 43.16 feet; thence, 7. South 27 degrees 52 minutes 00 seconds East, a distance of 103.00 feet; thence 4. North 62 degrees 08 minutes 00 seconds West, a distance of 5.00 feet to the point and place of BEGINNING. Containing 999.84 square feet or 0.023 acres. This description was prepared in accordance with a âMajor Subdivision Planâ made by Manterra Design, LLC and Geospatial Surveying and Layout, LLC dated 12/29/2025 and last revised 01/06/2026. Andrew Namyslak Professional Land Surveyor N.J. License Number: GS43359 �