Planning Board Regular Meeting Agenda 2-4-2026 PB 20426 REG AGENDA.PDF Hearing Documents 2-4-2026 429 SPRINGDALE AV FINAL FLOOR PLAN AND HOUSES.PDF 429 SPRINGDALE AVE TOPO_SUBDIVISION.PDF 429 SPRINGDALE AVENUE_PLANNING REVIEW_01.30.2026.PDF ZOOM LINK FOR PUBLIC NOTICE.PDF 132 HALSTED - PLANNING BOARD SET.PDF 132 HALSTED STREET_PLANNING REVIEW_01.30.2026.PDF 132 HALSTED TRC COMPLIANCE RESPONSE LETTER.PDF 1. Documents: 2. Documents:� PB Regular Meeting February 4, 2026 1 44 CITY HALL PLAZA, EAST ORANGE, NJ 07018 REGULAR MEETING FEBRUARY 4, 2026 @ 7PM VIA ZOOM https://us06web.zoom.us/j/81190691884?pwd=mO6bQN0HabfL01ss4Y23UF8KRj2d2q.1 Passcode: 528595 CLICK THE LINK TO JOIN VIRTUALLY: Join our meeting by phone: Dial-In (Audio Only): (646) 931-3860 or (929) 205-6099 Webinar ID: 811 9069 1884 Passcode: 528595 The Chairman Reserves The Right To Revise The Order Of The Agenda As Needed I. CALL TO ORDER A. Reading of the Sunshine Law B. Roll Call C. Determination of a Quorum II. MEMORIALIZATION OF REORGANIZATION & REGULAR MINUTES OF JANUARY 4, 2026 Commissioners eligible to vote: Awe, Mateen, Onyeani, Hudson, St. Clair, Gonano, Kivuitu, Green. EAST ORANGE PLANNING BOARD TED R. GREEN, MAYOR Mutinda Kivuitu, Chairperson Alycia Cohen, Planning Director FAX: (862) 930-7804 PHONE: (973) 266-5140 Thomas Gonano, Vice-Chairperson Janis Nelson Land Use Administrator� PB Regular Meeting February 4, 2026 2 III. MEMORIALIZATION OF RESOLUTIONS 1. PBA-12-24-0054 - Approved 1/7/26 APPLICANT: McCaar Realty LLC/Uchenna Madubuko PROPERTY ADDRESS: 390 Prospect St. (Block 572, Lot 18.02) PRESENTER: Marsha M. Moore, Esq. DESCRIPTION: In accordance with Chapter 51, the applicant seeks minor subdivision and bulk variance approval to demolish all existing structures on subject property and subdivide into two (2) lots and construct a three (3) story, two-family dwelling on each new lot. This site is located in the R-2 zone where the use is permitted. Commissioners eligible to vote: Awe, Mateen, Onyeani, Hudson, St. Clair, Gonano, Kivuitu, Green IV. CALENDAR OF BUSINESS PBA-11-25-0037 APPLICANT: CITY OF EAST ORANGE, SCATTERED SITES AMENDMENT PROPERTY ADDRESS: Scattered Sites outlined below in Project Description PRESENTER: John Barree, AICP, PP PROJECT DESCRIPTION: Amendments to the Scattered Sites Redevelopment Plan that will include the properties previously recommended by the Planning Board on November 13, 2025 and designated by the City Council on December 15, 2025. Those properties include Block 174, Lot 24 (102 North Maple Avenue); Block 174, Lot 18.01,122 North Maple Avenue); Block 462, Lot 34 (543 South Clinton Street); Block 492, Lot 29 (217 Amherst Street); Block 492, Lot 27 (223 Amherst Street); Block 882, Lot 27 (340 Dodd Street; Block 901, Lot 1 (171-173 North Park Street); Block 820, Lot 9 (50 East Park Street); and Block 820, Lot 10 (46 East Park Street). Presentation ⢠The Applicant and his/her witnesses ⢠Other Testimony Regarding an Application (Public Comment for/against proposal) ⢠Testimony of Objectors; Cross-Examination of expert witnesses CALENDAR OF OLD BUSINESS 1. PBA-03-25-0034 (Adjourned 1/7/26; Time Waived). APPLICANT: Awesome Flippers, LLC/Grace Njenga PROPERTY ADDRESS: 429 Springdale Avenue (Block 562, Lot 10) PRESENTER: Jennifer Carrillo-Perez, Esq. DESCRIPTION: In accordance with Chapter 51, the applicant seeks minor subdivision and the construction of a two-family dwelling on each newly created lot. This site is located in the R-2 zone where the use is permitted.� PB Regular Meeting February 4, 2026 3 Presentation ⢠The Applicant and his/her witnesses ⢠Other Testimony Regarding the Application (Public Comment for/against proposal) ⢠Testimony of Objectors; Cross-Examination of expert witnesses. V. CALENDAR OF NEW BUSINESS 1. PBA-10-25-0034 (Certified Complete 1/23/26; Expiration 3/9/26) APPLICANT: 132 Halsted Urban Renewal Entity, LLC PROPERTY ADDRESS: 132 Halsted St. (Block 533, Lot 25) PRESENTER: Megan Oduyela, Esq. DESCRIPTION: In accordance with Chapter 51, the applicant seeks minor site plan and bulk variance approval to construct a 7-unit, 3-story multifamily dewlling. This site is located in the Evergreen Square Halsted District where the use is permitted. Presentation ⢠The Applicant and his/her witnesses ⢠Other Testimony Regarding the Application (Public Comment for/against proposal) ⢠Testimony of Objectors; Cross-Examination of expert witnesses. V. REPORTS OF OFFICERS VI. OTHER BUSINESS ADOPTION OF 2026 CALENDAR OF HEARINGS VII. COMMUNICATIONS AND CORRESPONDENCE The next Planning Board regular meeting is scheduled for Wednesday, March 4, 2026 at 7:00 p.m. via Zoom. VIII. ADJOURNMENT� FIRST FLOOR PLAN SCALE: 1/4"=1'-0" SECOND FLOOR PLAN SCALE: 1/4"=1'-0" DN FIRST FLOOR GROSS AREA: 1,295.00 SQ. FT. SECOND FLOOR GROSS AREA: 1,273 SQ. FT. DN THIRD FLOOR GROSS AREA: 1,273 SQ. FT. THIRD FLOOR PLAN SCALE: 1/4"=1'-0" DN UP 18'-6" 7'-8" 8'-4" 14'-4" 13'-7 1/2" 6'-4 1/2" 11'-5" 19'-4 1/2" 18'-6" 8'-4" 70'-0" UP 175 SF MASTER BEDROOM115 SF BEDROOM 2 115 SF BEDROOM 3 AREA SF 3RD FL. MECH. ROOM 10'-8 7/16" 8'-4" W.I.C. 30'-2 9/16" 2'-0" 0" 67'-4" 175 SF MASTER BEDROOM 5'-0" 3'-4" 18'-6" 14'-4" 10'-0" 2'-0" 10'-0" DN 2'-0" UP 6'-3 7/16" 8'-0" Washer Dryer W.I.C. 498 SF FAMILY/PLAY ROOM 40 SF BATHROOM 40 SF BATHROOM 40 SF BATHROOM 40 SF LAUNDRY LN. CL. Washer Dryer 37 SF LAUNDRY/MECH.R. 5'-0" 12'-1 1/2" 5'-0" 12'-1 1/2" 5'-0" 3'-4" 40 SF BATHROOM 40 SF BATHROOM 40 SF MECH.ROOM 84 SF BEDROOM 2 84 SF BEDROOM 2 38 SF W.I.C. 7'-3 1/2" 2'-0" 2'-0" 14'-9 1/2" 67'-0" 3'-0" 70'-0" 7'-4 1/2" 11'-1 1/2" 7'-4 1/2" 11'-1 1/2" 7'-4 1/2" 11'-1 1/2" 70'-0" 18'-6" 11'-5" 19'-4 1/2" 3'-7 5/8" 3'-0" UP 106 SF CIRCULATION 106 SF CIRCULATION 104 SF KITCHEN AREA 127 SF DINING AREA 104 SF KITCHEN AREA 127 SF DINING AREA 191 SF LIVING AREA 7'-8" 8'-4" 8'-4" 9'-10" 2'-0" 14'-10" 67'-0" 3'-0" 70'-0" ROOF PLAN SCALE: 1/4"=1'-0" 6 : 12 ROOF PITCH 6 : 12 ROOF PITCH 10'-2" 16'-6" 31 S.F. UP 191 SF LIVING AREA 12'-10" 12'-10" EGRESS STAIR EGRESS STAIR EGRESS STAIR FIRST FLOOR RES. UNIT AREA: 906.00 SQ. FT. SECOND FLOOR RES. UNIT AREA: 1,086 SQ. FT. THIRD FLOOR RES. UNIT AREA: 1,086 SQ. FT. 305 E 4TH AVENUE, ROSELLE NJ 07203 © PROJECT PROJECT NO. ISSUE DATE: 23.001 01.15.2025 SCALE: PRECIOUS HOMES 2023 429 Springdale Avenue, East Orange, NJ DRAWN BY: ANA SOUSA N.J. Lic. # 21AI01932800 ANA SOUSA [email protected] T - 973.343.1545 BLOCK # 562 , LOT#10 APPLICANT 19 Mt. Pleasant Avenue West Orange, NJ 07052 AWESOME FLIPPERS LLC DATE DRAWING SUBMISSIONS 1 PRELIMINARY DESIGN I5.30.2024 REVISIONS 12345678910 DATE A1.1 AS PER DRAWING LEGEND SHEET DESCRIPTION MINOR SUBDIVISION AND PROPOSED (2) NEW TWO FAMILY DWELLINGS 1 PLANING BOARD 10.30.2024 Lot 10.01 FLOOR PLANS� UP 13'-11" 10'-6 1/2" 11'-6" 26'-0" 51'-0" 36'-0" 17'-5 1/2" 10'-5 1/2" 11'-0" 26'-0" 9'-3 1/2" 8'-0" 9'-3 1/2" 11'-10 1/4" 4'-1" 2'-0" 5'-0" 8'-0" 7'-4 7/16" 5'-0" 5'-7 1/2" 4'-8" 7'-0" 3'-6" 2'-2" 51'-0" 2'-0" 6'-4 1/2" 8'-6" 11'-6" 6'-4 1/2" 51'-0" 26'-0" UP DN 13'-11" 10'-6 1/2" 11'-6" 26'-0" 51'-0" 11'-6" 11'-0" 12'-0" 8'-3 1/2" 6'-3 1/2" 8'-0" 11'-9" 5'-0" 5'-7 1/2" 4'-8" 7'-0" 3'-6" 2'-2" DN DN UP 4'-0" 17'-0" 51'-0" 11'-6" 6'-4 9/16"11'-4 1/4" 51'-0" 2'-0" 12'-0 3/4" 17'-8 1/8" 6'-9 1/8" 26'-0" 17'-8 1/8" 6'-9 1/8" 26'-0" SCALE: 1/4"= 1'-0" 1ST FLOOR PLAN GROSS FLOOR AREA: 1,326 SF RESIDENTIAL UNIT AREA: 647 SF SCALE: 1/4"= 1'-0" 2ND FLOOR PLAN GROSS FLOOR AREA: 1,326 SF RESIDENTIAL UNIT AREA: 1,148 SF SCALE: 1/4"= 1'-0" 3RD FLOOR PLAN GROSS FLOOR AREA: 1,326 SF RESIDENTIAL UNIT AREA: 1,148 SF 160 SF MASTER BEDROOM 122 SF BEDROOM 258 SF LAUNDRY/CLOSET 40 SF BATHROOM 95 SF KITCHEN AREA 117 SF DINING AREA 160 SF LIVING AREA 163 SF CIRCULATION PANTRY 58 SF LAUNDRY/CLOSET W.I.C. 40 SF BATHROOM 55 SF BATHROOM W.I.C. 160 SF MASTER BEDROOM 122 SF BEDROOM 2 40 SF BATHROOM 95 SF KITCHEN AREA 117 SF DINING AREA 160 SF LIVING AREA 71 SF CIRCULATION W.I.C. 55 SF BATHROOM W.I.C. 124 SF BEDROOM 3 200 SF LIVING AREA 473 SF 2 CAR GARAGE 28 SF MECH. CL. 124 SF BEDROOM 3 24 SF MECH. CL. 305 E 4TH AVENUE, ROSELLE NJ 07203 © PROJECT PROJECT NO. ISSUE DATE: 23.001 01.15.2025 SCALE: PRECIOUS HOMES 2023 429 Springdale Avenue, East Orange, NJ DRAWN BY: ANA SOUSA N.J. Lic. # 21AI01932800 ANA SOUSA [email protected] T - 973.343.1545 BLOCK # 562 , LOT#10 APPLICANT 19 Mt. Pleasant Avenue West Orange, NJ 07052 AWESOME FLIPPERS LLC DATE DRAWING SUBMISSIONS 1 PRELIMINARY DESIGN I5.30.2024 REVISIONS 12345678910 DATE A1.2 AS PER DRAWING LEGEND SHEET DESCRIPTION MINOR SUBDIVISION AND PROPOSED (2) NEW TWO FAMILY DWELLINGS 1 PLANING BOARD 10.30.2024 Lot 10.02 FLOOR PLANS� RIGHT SIDE ELEVATION SCALE: 1/4"= 1'-0" glazing: 150.2 sf ( 10.0% ) SIDE elevation area: 1,500 sf VINYL SIDING GLASS SLIDING DOORS STUCCO PARGING +15'-7.5" FIN. FLR. +6'-5.75" FIN. FLR. -2'-7.75" BASEMENT 7'-10 1/8" 7'-10" 7'-10" 16" 16" CEILING +0'-0" GRADE +24-O" 9'-1 1/2" 9'-1 3/4" SCALE: 1/4"= 1'-0" FRONT ELEVATION VINYL SIDING DOUBLE HUNG WINDOW GLASS DOOR 1'-0" glazing: 68.5 sf ( 11.4% ) front elevation area: 600 sf C T LEFT SIDE ELEVATION SCALE: 1/4"= 1'-0"glazing: 70.61 sf ( 4.7% ) SIDE elevation area: 1,500 sf 1'-0" 1'-0" 1'-0" 1'-0" FIXED WINDOW FIXED WINDOW CU-1 CU-1 8'-4" 10'-2" VINYL SIDING STUCCO PARGING ASPHALT SHINGLES DOUBLE HUNG VINYL WINDOWS DOUBLE HUNG VINYL WINDOWS STUCCO PARGING +15'-7.5" FIN. FLR. +6'-5.75" FIN. FLR. -2'-7.75" BASEMENT 7'-10 1/8" 7'-10" 7'-10" 16" 16" CEILING +0'-0" GRADE +24-O" 9'-1 1/2" 9'-1 3/4" +15'-7.5" FIN. FLR. +6'-5.75" FIN. FLR. -2'-7.75" BASEMENT 7'-10 1/8" 7'-10" 7'-10" 16" 16" CEILING +0'-0" GRADE +24-O" 9'-1 1/2" 9'-1 3/4" SCALE: 1/4"= 1'-0" FRONT ELEVATION 1'-0" glazing: 182.1 sf ( 30.4% ) FRONT ELEVATION AREA: 600 SF FIBER CEMENT LAP SIDING 9" WIDE DOUBLE HUNG WINDOW RIDGE VENT GLASS DOOR FACE BRICK FINISH ALUMINUM GUARDS WITH DESIGN PANELS EXTERIOR WALL LIGHTING ALUMINUM GUARDS AND RAILINGS 1'-0" 12 6 FACE BRICK FINISH ALUMINUM LEADER ROOF ALUMINUM LEADER GLASS DOOR GLASS DOOR EXTERIOR LIGHTING +15'-7.5" FIN. FLR. +6'-5.75" FIN. FLR. -2'-7.75" BASEMENT 7'-10 1/8" 7'-10" 7'-10" 16" 16" CEILING +0'-0" GRADE +24-O" 9'-1 1/2" 9'-1 3/4" 28.04' BUILDING HEIGHT 305 E 4TH AVENUE, ROSELLE NJ 07203 © PROJECT PROJECT NO. ISSUE DATE: 23.001 01.15.2025 SCALE: PRECIOUS HOMES 2023 429 Springdale Avenue, East Orange, NJ DRAWN BY: ANA SOUSA N.J. Lic. # 21AI01932800 ANA SOUSA [email protected] T - 973.343.1545 BLOCK # 562 , LOT#10 APPLICANT 19 Mt. Pleasant Avenue West Orange, NJ 07052 AWESOME FLIPPERS LLC DATE DRAWING SUBMISSIONS 1 PRELIMINARY DESIGN I5.30.2024 REVISIONS 12345678910 DATE A2.1 AS PER DRAWING LEGEND SHEET DESCRIPTION MINOR SUBDIVISION AND PROPOSED (2) NEW TWO FAMILY DWELLINGS 1 PLANING BOARD 10.30.2024 Lot 10.01 ELEVATIONS� SCALE: 1/4"= 1'-0" FRONT ELEVATION +18-1O" FIN. FLR. +9'-8.25" FIN. FLR. +0'-6.75" FIN. FLR. 94" 94" 94" 16" 16" CEILING FIBER CEMENT LAP SIDING 9" WIDE FIXED WINDOW FIXED WINDOW GLASS SLIDING DOORS GLASS SLIDING DOORS FACE BRICK FINISH ALUMINUM & GLASS GARAGE DOOR 1'-0" glazing: 193.2 sf ( 31.6% ) front elevation area: 612 sf ALUMINUM GUARDS WITH DESIGN PANELS EXTERIOR WALL LIGHTING RIGHT SIDE ELEVATION SCALE: 1/4"= 1'-0" glazing: 86.6 sf ( 5.8% ) SIDE elevation area: 1,500 sf +18-1O" FIN. FLR. +9'-8.25" FIN. FLR. +0'-6.75" FIN. FLR. 94" 94" 94" 16" 16" CEILING H 1 2 12 6 33.76' BUILDING HEIGHT DOUBLE HUNG WINDOWS VINYL SIDING FINISH ELECTRIC SERVICE DOUBLE HUNG WINDOWS FIXED WINDOW FIXED WINDOW SCALE: 1/4"= 1'-0" REAR ELEVATION +18-1O" FIN. FLR. +9'-8.25" FIN. FLR. +0'-6.75" FIN. FLR. 94" 94" 94" 16" 16" CEILING DOUBLE HUNG WINDOWS VINYL SIDING FINISH HVAC CONDENSER UNITS 1'-0" glazing: 104.1 sf ( 17.0% ) front elevation area: 612 sf EXTERIOR WALL LIGHTING +18-1O" FIN. FLR. +9'-8.25" FIN. FLR. +0'-6.75" FIN. FLR. 94" 94" 94" 16" 16" CEILING LEFT SIDE ELEVATION SCALE: 1/4"= 1'-0"glazing: 113.6 sf ( 7.6% ) SIDE elevation area: 1,500 sf CU-1 DOUBLE HUNG WINDOWS 1'-0" 12 6 CU-1 DOUBLE HUNG WINDOWS VINYL SIDING FINISH EXTERIOR WALL LIGHTING DOUBLE HUNG WINDOWS 305 E 4TH AVENUE, ROSELLE NJ 07203 © PROJECT PROJECT NO. ISSUE DATE: 23.001 01.15.2025 SCALE: PRECIOUS HOMES 2023 429 Springdale Avenue, East Orange, NJ DRAWN BY: ANA SOUSA N.J. Lic. # 21AI01932800 ANA SOUSA [email protected] T - 973.343.1545 BLOCK # 562 , LOT#10 APPLICANT 19 Mt. Pleasant Avenue West Orange, NJ 07052 AWESOME FLIPPERS LLC DATE DRAWING SUBMISSIONS 1 PRELIMINARY DESIGN I5.30.2024 REVISIONS 12345678910 DATE A2.2 AS PER DRAWING LEGEND SHEET DESCRIPTION MINOR SUBDIVISION AND PROPOSED (2) NEW TWO FAMILY DWELLINGS 1 PLANING BOARD 10.30.2024 Lot 10.02 ELEVATIONS� SPRINGDALE AVENUE MORRIS STREET 216.75' 100.00' 125.00' 100.00' 141.00' 20.28' 31.33' 12.50' 25.00' 12.00' 8.19' 25.00' LOT 10.01 LOT 10.02 305 E 4TH AVENUE, ROSELLE NJ 07203 © PROJECT PROJECT NO. ISSUE DATE: 23.001 01.15.2025 SCALE: PRECIOUS HOMES 2023 429 Springdale Avenue, East Orange, NJ DRAWN BY: ANA SOUSA N.J. Lic. # 21AI01932800 ANA SOUSA [email protected] T - 973.343.1545 BLOCK # 562 , LOT#10 APPLICANT 19 Mt. Pleasant Avenue West Orange, NJ 07052 AWESOME FLIPPERS LLC DATE DRAWING SUBMISSIONS 1 PRELIMINARY DESIGN I5.30.2024 REVISIONS 12345678910 DATE A3.1 AS PER DRAWING LEGEND SHEET DESCRIPTION MINOR SUBDIVISION AND PROPOSED (2) NEW TWO FAMILY DWELLINGS 1 PLANING BOARD 10.30.2024 Lot 10.01 RENDERINGS LOT 10.01 RENDERINGS SPRINGDALE AVENUE SPRINGDALE AVENUE� SPRINGDALE AVENUE MORRIS STREET 216.75' 100.00' 125.00' 100.00' 141.00' 20.28' 31.33' 12.50' 25.00' 12.00' 8.19' LOT 10.01 LOT 10.02 305 E 4TH AVENUE, ROSELLE NJ 07203 © PROJECT PROJECT NO. ISSUE DATE: 23.001 01.15.2025 SCALE: PRECIOUS HOMES 2023 429 Springdale Avenue, East Orange, NJ DRAWN BY: ANA SOUSA N.J. Lic. # 21AI01932800 ANA SOUSA [email protected] T - 973.343.1545 BLOCK # 562 , LOT#10 APPLICANT 19 Mt. Pleasant Avenue West Orange, NJ 07052 AWESOME FLIPPERS LLC DATE DRAWING SUBMISSIONS 1 PRELIMINARY DESIGN I5.30.2024 REVISIONS 12345678910 DATE A3.2 AS PER DRAWING LEGEND SHEET DESCRIPTION MINOR SUBDIVISION AND PROPOSED (2) NEW TWO FAMILY DWELLINGS 1 PLANING BOARD 10.30.2024 Lot 10.02 RENDERINGS LOT 10.02 RENDERINGS MORRIS STREET LOT 10.02 LOT 10.01� SPRINGDALE AVENUE (66.00' R.O.W.) MORRIS STREET (50.00' R.O.W.) SPRINGDALE AVENUE (66.00' R.O.W.) MORRIS STREET (50.00' R.O.W.) VALERY BRAGINSKY, PLS NJ LICENSE NO. 43217 THIS SURVEY IS CERTIFIED TO AND PREPARED FOR: GRACE NJENGA - AWSOME FLIPPERS BRAGINSKY SURVEYING, LLC BOUNDARY & TOPOGRAPHIC SURVEY LEGEND OWNER / APPLICANT: GRACE NJENGA - AWESOME FLIPPERS ______________________________________________________ ______________________________________________________ BULK ITEM MINIMUM LOT SIZE MINIMUM LOT WIDTH MIN FRONT YARD (SPRINGDALE AVE) MIN EACH SIDE YARD MINIMUM BOTH SIDE YARDS MINIMUM REAR YARD REQUIRED 3,500 SQ. FT. 30 FT. EXISTING LOT 10 PROPOSED LOT 10.09 SCHEDULE OF BULK REQUIREMENTS (R-2 ZONE) PROPOSED LOT 10.02 6.90 FT. 3 FT. 30 FT. 25% LOT DEPTH (NOT TO EXCEED 45 FT) MINIMUM LOT DEPTH 95 FT. MIN FRONT YARD (MORRIS ST) 15.20 FT. 10,557 SQ. FT. 20.28 FT. N.A. 171.14 FT. N.A. N.A. N.A. N.A. 3,511 SQ. FT. 25.00 FT. (SEE ENGIN. PLAN) 141.00 FT. 7,046 SQ. FT. 45.29 FT. 216.75 FT. (SEE ENGIN. PLAN) (SEE ENGIN. PLAN) (SEE ENGIN. PLAN) (SEE ENGIN. PLAN) (SEE ENGIN. PLAN) (SEE ENGIN. PLAN) (SEE ENGIN. PLAN) (SEE ENGIN. PLAN) (SEE ENGIN. PLAN) AND MINOR SUBDIVISION� 1 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 To: Commissioners of the City of East Orange Zoning Board of Adjustment; Applicant From: Steven Martini, Senior Associate, PP, AICP Date: January 30, 2026 Subject: 429 Springdale Avenue (Block 562, Lot 10) Minor subdivision approval âCâ variance approval Application No.: PBA-03-25-0012 Planning Review Memo Our office has reviewed the proposed development plan at 429 Springdale Avenue (Tax Block 562, Lot 10; Applicant: Awesome Flippers, LLC.). The subject application consists of subdividing the existing lot into two new lots and on each new lot, construct a two-family residential dwelling. The site is located in the R-2 District. We offer the following project summary, recommendations, comments and questions regarding the proposed plan: We have reviewed the following documents: ⢠Land Use Application & Site Plan Review Checklist dated October 29, 2025. ⢠Attachment to Land Use Application. ⢠Planning Board Application dated January 28, 2025. ⢠Zoning Determination, prepared by Robert Lawson, City Zoning Officer, dated ⢠Boundary & Topographic Survey prepared by Valery Braginsky PLS of Braginsky Surveying, LLC dated November 6, 2023. ⢠Minor subdivision site plans prepared by Adnan A. Khan, PE, CME of AWZ Engineering, Inc. consisting of nine (9) sheets dated July 30, 2024. ⢠Architectural drawings prepared by Ana Sousa Architect consisting of six (6) sheets, dated January 15, 2025. Project Site: The project site consists of one tax lot: Block 562, Lot 10. It is an irregularly-shaped lot, with street frontages along Springdale Avenue to the north and Morris Avenue to the � 2 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 east. It has a total land area of approximately 10,556.83 square feet. The site is vacant and undeveloped with vegetation growing onsite. Neighboring/Surrounding Land Uses: The existing land development pattern consists of predominately residential. North of the site, along the northern side of Springdale Avenue, there is a row of single-family residential dwellings with a typical building height of 2.5 stories. East of the site, there are residential dwellings along the western side of Morris Street with a typical building height of 2.5 stories. West of the site, along the eastern side of Lincoln Street, there are residential dwellings with a typical building height of 2.5 stories. South of the site, there are the Sojourner Truth and John L. Costley Middle Schools (Hart Middle School Complex). Project Summary: The proposed project involves subdividing the existing site into two new lots (Proposed Lots 10.01 and 10.02). On each newly created lot, the applicant is proposing to construct a new 3-story, two-family residential dwelling. Each of the proposed dwelling units will be three-bedroom units. Proposed Lot 10.01 will consist of the portion of the existing site situated along the Springdale Avenue frontage. Proposed Lot 10.02 will consist of the portion of the existing site oriented along the Morris Avenue. Proposed Lot 10.01 (Springdale Avenue): For the dwelling proposed on Lot 10.01, a 3-story, two-family dwelling is proposed. This dwelling will front along Springdale Avenue. On the first floor, there will be a family/playroom, mechanical room, bedroom with walk-in-closet and bathroom for âUnit 1â. There will also be another mechanical room for the utilities of the third floor. An interior staircase will provide access to the second floor of âUnit 1â. An egress stairwell will provide access to the third floor mechanical room as well as âUnit 2â. Exterior steps and landing lead to the front entrance that leads to the egress stairwell and âUnit 2â. The second floor will consist of the remaining components of âUnit 1â, which consist of a master bedroom with walk-in-closet and bathroom, bedroom with closet, another bathroom, laundry room/linen closet, living/dining area, and kitchen area. The interior stairwell will provide access to the first floor of âUnit 1â. � 3 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 The third floor will consist of âUnit 2â in its entirety. This will consist of a master bedroom with walk-in-closet and bathroom, two additional bedrooms with closets, another bathroom, kitchen area, living/dining area, and laundry/mechanical room. Stairwell access will provide this unit access to the front entrance of the dwelling. Proposed Lot 10.02 (Morris Street): Similar to Lot 10.01, a two-family dwelling is proposed on proposed Lot 10.02. This dwelling will be situated at the rear of the lot at the end of the proposed driveway. For the dwelling proposed on Lot 10.02, there will also be a 3-story, two-family dwelling proposed. Access to the dwelling will be provided at the front of the dwelling at ground level, which leads to a vestibule and stairwell providing access to the floors above. On the first floor, there will be a two-car garage and mechanical closet. There will be direct access from the garage to âUnit 1â. Also on the first floor, there will be a bedroom with closets, bathroom, living area, mechanical closet and interior stairwell access to the upper floor of âUnit 1â. There will also be egress at the rear of the dwelling. The second floor will also be allocated to âUnit 1â. On this floor, there will be a master bedroom with a walk-in-closet and bathroom, a third bedroom with walk-in-closet, second bathroom, living/dining area, kitchen area, laundry/closet, and interior stairwell to the first floor of âUnit 1â. On the third floor of this dwelling, this will consist of âUnit 2â in its entirety. It will consist of a master bedroom with walk-in-closet and bathroom, a second bedroom with walk-in￾closet, a third bedroom with closet, another bathroom, kitchen area, dining/living area, and laundry/closet. Stairwell access will be provided to the lower floors. The dwellingsâ exterior will consist of a mix of materials. For the dwelling both dwellings, there will a similar arrangement of materials. There will be face brick finish and fiber cement lap siding. There will be glass doors and aluminum guards with design panels. The roof will consist of asphalt shingles. Vehicular access to the site will be provide via an asphalt driveway from the Morris Street frontage. A concrete apron will provide access from the street to the driveway. This driveway will run to the rear portion of proposed Lot 10.02; however it will also connect � 4 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 to the asphalt driveway situation at the rear of proposed Lot 10.01. A concrete walkway will connect the front entrance of the dwelling on proposed Lot 10.01 to the driveway located at the rear of proposed Lot 10.01. Two HVAC units will be installed adjacent to the rear of each dwelling. A 6-foot vinyl fence will be installed along the southerly property line of proposed Lot 10.02. Regarding landscaping, there will be one Red Maple tree planted along the Springdale Avenue streetscape. Thirteen Sawtooth Oak trees will be planted in total, with 8 trees planted at the rear of proposed Lot 10.02 and 5 trees planted between the dwelling and driveway on proposed Lot 10.01. Two Eastern Red Cedar trees will be planted, with one planted at the rear of proposed Lot 10.02 and the other tree planted between the dwelling and driveway on proposed Lot 10.01. Nine Little Princess Spirea shrubs will be planted in total, with 7 shrubs to planted along the front portion of the proposed Lot 10.02âs southerly property line and 2 shrubs to be planted along the western side of the stairs to the front entrance of the dwelling on proposed Lot 10.01. Regarding lighting, two wall mounted light fixtures will be installed on either side of the front entrance of the dwelling on proposed Lot 10.01. A down-lit flood light will be installed along the western (right) side of the dwelling on proposed Lot 10.01. For the dwelling on proposed Lot 10.02, two wall mounted light fixtures will be installed on either side of the front entrance and at the rear entrance, an additional wall mounted light fixture will be installed.� 5 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Zoning Review: The project site is located in the R-2 District (Two-Family Residential, Townhomes). âTwo￾family dwellings on lots with more than 3,000 square feet of lot areaâ is a permitted use in the R-2 District. Relief Requested: The applicant is requesting the following relief for the proposes application (which are also indicated in bold in Table 1): 1. Minimum lot width (Lot 10.01): 30â is the minimum required, whereas 24.99â is proposed. 2. Maximum front yard setback (Morris Street; Lot 10.01): 15.20â is the maximum permitted (prevailing), whereas 148.77â is proposed. 3. Minimum rear yard setback (Lot 10.02): 45â is the minimum required, whereas 16.82â is proposed for Lot 10.01. 4. Maximum lot coverage (Lots 10.01 and 10.02): 50% is the maximum permitted, whereas 71.83% is proposed for Lot 10.01 and 60.91% is proposed for Lot 10.02. 5. Minimum bedroom size (Lot 10.01): 110 square feet is the minimum required, whereas 84 square feet is proposed for two of the bedrooms on the third floor unit of the dwelling proposed on Lot 10.01. � 6 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Table 1: 429 Springdale Avenueâ Zoning Requirements Standard Required (R-2) Existing Proposed Lot 10.01 Proposed Lot 10.02 Variance Minimum lot area 3,000 square feet 10,446.83 square feet 3,510.54 square feet 7,046.29 square feet No Minimum lot width 30â 28.28â 24.99â 45.29â Yes (Lot 10.01) Minimum lot depth 95â 171.41â 141â 216.65â No Minimum front yard depth/setback (Springdale Avenue) 6.90â (prevailing) N/A 6.90â N/A No Minimum front yard depth/setback (Morris Street) 15.20â (prevailing) N/A N/A 148.77â Yes (Lot 10.02) Minimum rear yard depth/setback 25% of lot; Not to exceed 45â N/A 64.10â 16.82â No Minimum side yard depth/setback 3â each side N/A 3.18â / 3.21â 6â / 12.26â No Maximum lot coverage 50% N/A 71.83% 60.91% Yes (both lots) Maximum building height (feet/stories) 35â / 3 stories N/A 28.04â / 3 stories 33.76â / 3 stories No Maximum density (dwelling unit per acre) 34 units per acre N/A 2 dwelling units on a 3,510.54 square foot lot (equates to 24.81 units per acre) 2 dwelling units on a 7,046.29 square foot lot (equates to 12.4 units per acre) No Minimum parking spaces 0.5 per bedroom x 6 bedrooms = 3 spaces N/A 4 spaces 4 spaces No� 7 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Standards for Granting Relief âCâ Variances The Municipal Land Use Law (MLUL) at N.J.S.A. 40:55D-70c sets forth the standards for variances from the bulk regulations of a zoning ordinance. A c(1) variance is for cases of hardship due to a) exceptional narrowness, shallowness or shape of a specific property, or b) by reason of exceptional topographic conditions or physical features uniquely affecting a specific piece of property or c) by reason of an extraordinary and exceptional situation uniquely affecting a specific piece of property or the structures lawfully existing thereon. A c(2) variance may be granted where the purposes of the Municipal Land Use Law would be advanced by deviation from the zoning ordinance requirements, that the variance can be granted without substantial detriment to the public good, that the benefits of the deviation would substantially outweigh any detriment and that the variance will not substantially impair the intent an purpose of the zone plan and zoning ordinance. The benefits identified in granting a c(2) variance must include benefits to the community as a whole, not only the applicant of the property owner. A c-variance applicant must address the ânegative criteria,â and affirmatively demonstrate that the variance can be granted âwithout substantial detriment to the public goodâ and âwithout substantial impairment to the intent and purpose of the zone plan and zoning ordinanceâ. � 8 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Planning Comments: We offer the following considerations regarding the project: 1. For reference, definitions from Chapter 51 are reiterated below: ⢠Minor subdivision: Subdivision of land for the creation of three or fewer lots, provided that such subdivision does not involve a planned development, any new street or the extension of any off-tract improvement ⢠Major subdivision: Any site plan not classified as a minor site plan. Per these definitions, the proposed application would qualify as a minor subdivision since there are two lots proposed. 2. Although building coverage calculations were provided on the zoning table on Sheet C-01, the calculations for lot overall for each proposed lot do not appear to have been provided in the table. However, on Sheet C-04, it appears these calculations were provided in the Lot Coverage Calculations Table. For Proposed Lot 10.01, the total lot coverage is anticipated to be 71.83%, for Proposed Lot 10.02, the total lot coverage is anticipated to be 60.91%. Therefore, for both proposed lots, variances are required for exceeding 50%, which is the maximum permitted in the R-2 District. 3. The applicant shall confirm if the sidewalk along the Springdale Avenue frontage will be repaired and replaced. 4. The applicant shall confirm the width of the concrete walkway along the eastern (left) side of proposed Lot 10.01. 5. The applicant shall provide installation details regarding the proposed fencing. The applicant shall confirm the extent of the locations of the proposed fence installation and the existing fence to remain. 6. The applicant shall confirm the proposed mounting height of all proposed light fixtures and that the proposed lighting will not still over onto any adjacent residential properties. Further, the applicant shall demonstrate compliance with any lighting requirement.� 9 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 7. The applicant shall confirm if there will be any lighting fixtures installed along the eastern side yard of the dwelling proposed on Lot 10.01, where the concrete walkway is proposed. 8. The Applicant shall provide testimony regarding safety, parking and vehicular/pedestrian circulation onsite. 9. The applicant shall confirm the dimensions of these balconies as they do not appear to be provided on the floor plans. 10. Bedroom size below minimum for proposed dwelling on Lot 10.01. (110 square feet is the minimum size required as per Section 51-87. D (5) of the Cityâs Land Use Ordinance, whereas 84 square feet is proposed for two bedrooms). 11. The applicant shall confirm that the proposed family/playroom at the first floor level of the proposed dwelling on Lot 10.01 cannot be converted into an additional bedroom and/or dwelling unit. The applicant shall also confirm if this family/playroom is access by only âUnit 1â or both dwelling units. 12. An easement will be required for proposed Lot 10.01 to access the proposed driveway on proposed Lot 10.02. We defer to the Board Attorney regarding any necessary details with recording this easement. Conclusion The above comments are based on the review of the materials submitted to date. Nishuane Group reserves the right to provide new or updated comments as additional information becomes available. This Report should be cross-referenced with the Board Engineerâs Review Memo.� 10 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Map 1: Aerial Map of project site at 429 Springdale Avenue (Source: Google Maps). Springdale Avenue Morris Street Lincoln Street� 11 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Map 2: Portion of the City of East Orange Zoning Map depicting the project site (shown in red) in the R-2 District (Source: 2017 City of East Orange Zoning Map).� 12 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 1: View of project site from its Springdale Avenue frontage.� 13 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 2: Directly east of the site, along the same side of Springdale Avenue, there are single-family residential dwellings with a typical building height of 2.5 stories.� 14 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 3: Immediately west of the site, along the same side of Springdale Avenue, there are several 2-story, multi-family dwellings that typically consist of four units. � 15 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 4: North of the project site, along the north side of Springdale Avenue, is a row of single-family dwellings with a standard building height of 2.5 stories. � When: Feb 4, 2026 at 7:00 PM Eastern Time (US and Canada) Topic: Planning Board Hearing Feb 4, 2026 Click the link to join : https://us06web.zoom.us/j/81190691884?pwd=mO6bQN0HabfL01ss4Y23UF8KRj2d2q.1 Passcode:528595 -------------------------------------------------------------------------------------------------------------- Dial-In (Audio Only) 646 931-3860 929 205-6099 Webinar ID: 811 9069 1884 Passcode: 528595� PROJECT SITE PROJECT SITE PROJECT SITE 200' RADIUS MAP SCALE: 1" = 120' 132 HALSTED STREET, EAST ORANGE CITY, NJ, 07018 BLOCK 533, LOT 25 PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING BOARD CHAIRPERSON BOARD SECRETARY AERIAL MAP 132 HALSTED STREET FINAL SITE PLAN SUBMISSION APPLICANT/ARCHITECT/ENGINEER DRAWING LIST ARCHITECT/ENGINEER: INGLESE ARCHITECTURE + ENGINEERING 632 POMPTON AVENUE, CEDAR GROVE, NJ 07009 APPLICANT: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ, 07017 SIGNATURE BLOCK USGS MAP TITLE SHEET ZONING MAP DIRECTOR OF PUBLIC WORKS ZONE DESIGNATED LAND USE EVERGREEN SQUARE HALSTED DISTRICT CBD CENTRAL BUSINESS DISTRICT TRO TRANSIT AREA HIGH-RISE MULTIFAMILY STRUCTURES; OFFICES TR-2 TRANSIT AREA MEDIUM DENSITY RESIDENTIAL ESH TR-4 SCALE: 1" = 480' T-1.00 TITLE SHEET T-1.01 SITE PHOTOS C-1.00 EXISTING CONDITIONS & DEMOLITION SITE PLAN C-1.10 DIMENSIONAL, LANDSCAPING, SIGHT TRIANGLE & CIRCULATION SITE PLAN C-1.11 LANDSCAPING SITE PLAN NOTES C-1.20 GRADING, DRAINAGE & UTILITY SITE PLAN C-1.30 SOIL EROSION & SEDIMENT CONTROL SITE PLAN C-1.31 SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS C-1.40 LIGHTING SITE PLAN C-1.41 LIGHTING DETAILS C-2.00 SITE DETAILS I C-2.10 SITE DETAILS II C-2.20 SITE DETAILS III A-1.00 FLOOR PLANS A-2.00 BUILDING ELEVATIONS 200' PROPERTY LIST CONSULTANTS: THI S DOC UM ENT I S THE E XC LU S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 T-1.00 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\T-100 TITLE.DWG\\\T-1.00 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 R-3 MULTIFAMILY STRUCTURES, TOWNHOUSES, GARDEN APARTMENTS CAC CENTRAL AVENUE COMMERCIAL DISTRICT TR-3 TRANSIT AREA MULTIFAMILY STRUCTURES, TOWNHOUSES, GARDEN APARTMENTS TRANSIT AREA MULTIFAMILY STRUCTURES, HIGH-RISE APARTMENTS AND HOTELS ZONING TABLE (TRANSIT VILLAGE AREA REDEVELOPMENT PLAN) 132 HALSTED STREET, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 ZONING DISTRICT: EVERGREEN SQUARE HALSTED DISTRICT PROPOSED USE: 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING (PERMITTED) CODE REQUIREMENT TYPE REQUIRED PROPOSED §REDEV MINMUM LOT AREA 20,000 SF 5,358 SF (EXISTING) §REDEV MINIMUM LOT WIDTH 100 FT 45.25 FT (EXISTING) §REDEV MINIMUM FRONT YARD (FRONTAGE ON HALSTED) 15 FT 13 FT (V) §REDEV MINIMUM FRONT YARD (FRONTAGE ON HARVARD) 15 FT 0 FT (V) §REDEV MINIMUM SIDE YARD 10 FT 5 FT (V) §REDEV MINIMUM REAR YARD 10 FT 10 FT §REDEV BUILDING COVERAGE 60% (3,214.80 SF) 72% (3,805.70 SF) (V) §REDEV LOT COVERAGE 80% (4,286.40 SF) 72.5% (3,879.36 SF) §REDEV MAXIMUM BUILDING HEIGHT 4,001 SF TO 15,000 SF LOT SIZE: 5 STORIES 3 STORIES §REDEV MAXIMUM DENSITY 100 DWELLING UNITS PER ACRE (12 UNITS) 7 UNITS §REDEV MINIMUM PARKING THE GREATER OF 0.5 SPACE PER BEDROOM OR ONE SPACE PER DWELLING UNIT (7 SPACES) 7 SPACES §51-170 SIGNAGE REQUIREMENT CANOPY SIGNAGE - 8" HIGH MAX LETTERING HEIGHT 8"H LETTERS VARIANCE REQUIRED = (V) SCALE: 1" = 480' SCALE: 1" = 480' CITY CLERK PROPOSED CONSTRUCTION OF A 7-UNIT MULTIFAMILY RESIDENTIAL DWELLING, WITH 7 PARKING STALLS WITHIN AND ENCLOSED GARAGE ON THE GROUND FLOOR. THE SUBJECT SITE IS WITHIN THE ZONE X ACCORDING TO THE FEMA FLOOD MAPPING 34013C0113F EFFECTIVE DATED OF 06/04/2007 - THIS ZONE IS KNOWN TO BE AN AREA OF MINIMAL FLOODING ACCORDING TO FEMA MAPPING DELINEATION. PROJECT NARRATIVE BOARD CASE NO: PBA-10-25-0034 1 TRC COMMENTS 12.12.2025 1 1 1 1� SITE PHOTOS CONSULTANTS: THI S DOC UM ENT I S THE E XC LU S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 T-1.01 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\T-100 TITLE.DWG\\\T-1.01 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 PHOTO #1 (110 HALSTED ST) PHOTO #2 (111 HALSTED ST) PHOTO #3 (115 HALSTED ST) PHOTO #4 (120 HALSTED ST) PHOTO #5 (128 HALSTED ST) PHOTO #6 (129 HALSTED ST) PHOTO #7 (139 HALSTED ST) PHOTO #8 (140 HALSTED ST) PHOTO #9 (147 HALSTED ST) 1 1 TRC COMMENTS 12.12.2025� EXISTING CHAIN LINK FENCE TO BE REMOVED WITHIN LIMITS OF PROPERTY LINE EXISTING TREES TO BE PROTECTED AND REMAIN EXISTING INLET TO REMAIN AND BE PROTECTED DURING ALL PHASES OF CONSTRUCTION EXISTING TREES TO BE PROTECTED AND REMAIN EXISTING METAL FENCE TO BE REMOVED ADA CURB RAMP TO BE REMOVED & REPLACED EXISTING CONC. CURB TO BE REMOVED EXISTING METAL FENCE TO BE REMOVED TOTAL LOT AREA 5,358 SF = 0.123 AC TOTAL AREA OF DISTURBANCE 7,973 SF = 0.183 AC LIMIT OF DISTURBANCE EXISTING TREE TO BE REMOVED EXISTING ASPHALT TO BE REMOVED LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD EXISTING STREET SIGN TO REMAIN AND BE PROTECTED CONSULTANTS: THIS DOCUMENT IS THE EXCLUSIVE PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPAREDWITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE+ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-1.00 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-1.00 DEMO-SURV.DWG \\\C-1.00 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 EXISTING CONDITIONS & DEMOLITION SITE PLAN SCALE: EXISTING CONDITIONS & DEMOLITION SITE PLAN 1 1" = 10' 5' 10' 25' DEMOLITION NOTES 1. CONFORM TO APPLICABLE CODE FOR DEMOLITION WORK, DUST CONTROL AND PRODUCTS REQUIRING ELECTRICAL DISCONNECTION. 2. THE DEMOLITION PLAN IS TO PROVIDE GENERAL INFORMATION. THE CONTRACTOR SHALL REVIEW THE DRAWING SET, REPORTS, ANY REFERENCE DOCUMENTS, AND TASKS REQUIRED TO COMPLETE THE SITE IMPROVEMENTS 3. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION. THE CONTRACTOR MUST ENSURE THAT ALL DEMOLITION ACTIVITIES ARE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. 4. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE LOCAL UTILITY AUTHORITY TO DISCONNECT ALL UTILITIES PRIOR TO COMMENCING ANY DEMOLITION WORK. CONTRACTOR TO MARK THE LOCATION AND TERMINATION OF SAID UTILITIES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS & METHODS OF OFF-SITE DISPOSAL AND DEMOLITION ACTIVITIES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN APPROPRIATE PERMITS AND REMOVE ALL DEBRIS ON SITE AND DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. DO NOT BURN OR BURY ANY WASTE ON SITE. THE CONTRACTOR IS TO MAINTAIN RECORDS OF ALL WASTE REMOVAL TO DETERMINE COMPLIANCE WITH SAID REGULATIONS. CONTRACTOR TO LEAVE SITE IN CLEAN CONDITION. 7. DO NOT CLOSE OR OBSTRUCT EGRESS WIDTH TO ANY BUILDING OR SITE EXIT. 8. THE CONTRACTOR IS TO PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 9. THE CONTRACTOR IS RESPONSIBLE TO CONDUCT DEMOLITION OPERATIONS AS TO MINIMIZE ANY INTERFERENCE OR DAMAGE TO ADJACENT STRUCTURES. CONTRACTOR TO PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. THE CONTRACTOR IS RESPONSIBLE TO IDENTIFY AND PROVIDE ANY SHORING OR BRACING TO MAINTAIN ADJACENT STRUCTURES INTACT. 10. THE CONTRACTOR IS TO CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY AUTHORITY HAVING JURISDICTION AND ARCHITECT/ ENGINEER. DO NOT RESUME OPERATIONS UNTIL DIRECTED. 11. THE CONTRACTOR AND OWNER TO OBTAIN WRITTEN PERMISSION FROM ADJACENT PROPERTY OWNERS WHEN DEMOLITION EQUIPMENT WILL TRAVERSE, INFRINGE UPON OR LIMIT ACCESS TO THEIR PROPERTY. 12. SPRINKLE WORK WITH WATER TO MINIMIZE DUST. PROVIDE HOSES AND WATER CONNECTIONS FOR THIS PURPOSE. 13. ALL MATERIAL POTENTIALLY CONTAINING LEAD IS TO BE TESTED AND DISPOSED OF ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS. WORK TO BE OVERSEEN BY AN ENVIRONMENTAL ENGINEERING CONSULTANT. 14. ALL EXCAVATIONS SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO SUPPORT SITE AND BUILDING IMPROVEMENTS. A GEOTECHNICAL ENGINEER SHALL OBSERVE AND CERTIFY THAT BACKFILL MATERIAL MEETS ALL SOIL REQUIREMENTS TO SUPPORT THE BUILDING STRUCTURE. 15. ALL DEMOLITION MATERIAL AND DEBRIS AND ALL ITEMS REMOVED FROM THE PROPERTY AND THE PUBLIC AREAS ADJACENT, SHALL BE DISPOSED OUTSIDE OF CITY LIMITS OF JERSEY CITY IN ACCORDANCE WITH THE RULES AND REGULATION OF THE CITY'S ENVIRONMENTAL COMMISSION AND IN ACCORDANCE WITH THE REGULATIONS AND LAWS OF THE NJDEP. 16. ALL EXISTING UTILITIES SERVICING THE SITE ARE TO BE DISCONTINUED. CUT AND CAP ALL UTILITIES AT THE CURB. REMOVE ALL EXISTING CONVEYANCE STORM PIPES AND INLETS. 17. TOTAL LIMIT OF DISTURBANCE: 5358 SF (0.123 AC) WORK TO BE PERFORMED: 1. CONTRACTOR IS TO DESCRIBE DEMOLITION REMOVAL PROCEDURES AND SCHEDULE OF WORK. 2. CONTRACTOR IS TO CONTACT ARCHITECT/ ENGINEER BEFORE REMOVAL OF ANY WALL IN WHICH CONTRACTOR IS UNSURE OF. 3. PROTECT EXISTING MATERIALS AND THOSE ITEMS WHICH ARE NOT TO BE DEMOLISHED. 4. DISCONNECT, REMOVE OR CAP AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS, SHOWN OR OTHERWISE IN PLANS. 6. ERECT AND MAINTAIN WEATHERPROOF CLOSURES FOR EXTERIOR OPENINGS IF REPLACEMENT WILL NOT BE INSTALLED SIMULTANEOUSLY WITH THE REMOVAL OF EXISTING WORK. SPOT ELEVATION EXISTING CONTOUR LINE MONITORING WELL EVERGREEN TREE (TREE DIAMETER) STORM DRAIN MANHOLE UNMARKED MANHOLE INLET CONCRETE PAVING ASPHALT SURVEYOR'S LEGEND OVERHEAD WIRES DROP CURB CURB LINE PROJECT BOUNDARY LINE ELECTRIC MANHOLE TELEPHONE MANHOLE WATER VALVE CATCH BASIN GAS VALVE FIRE HYDRANT OIL FILL CAP UNMARKED VALVE SANITARY MANHOLE SIGN POST LIGHT POLE FENCE PARKING METER UTILITY POLE DECIDUOUS TREE (TREE DIAMETER) DIRECTION OF SEWER FLOW TRAFFIC LIGHT SURVEYORS NOTES PROPERTY BOUNDARIES AND EXISTING CONDITIONS WERE TAKEN FROM A SURVEY DATED DECEMBER 12TH, 2025, BY SCHMIDT SURVEYING, FOR CHRISTOPHER NNAETO. 1 1 TRC COMMENTS 12.12.2025 1� UP UP DN (111.91' Deed) Harvard Street (50' Wide) Halsted Street (60' Wide) STOP N 53°47'00" W 112.02' S 36°06'00" W 45.25' N 39°36'00" E 51.78' S 50°24'00" E 109.06' PROPOSED 3 STORY MULTI-FAMILY RESIDENTIAL BUILDING BLOCK 533 LOT 25 5,358 SF OR 0.123 ACRES BUILDING AREA: 3,806 SF OR 0.087 AC (7) INTERIOR PARKING STALLS 1 ADA, 1 E.V., 5 STANDARD E.V. AC ACAC AC AC AC UP UP DN (111.91' Deed) Harvard Street (50' Wide) Halsted Street (60' Wide) STOP N 53°47'00" W 112.02' S 36°06'00" W 45.25' N 39°36'00" E 51.78' S 50°24'00" E 109.06' CONSULTANTS: TH I S DO C UM ENT I S THE E XCL U S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-1.10 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-1.10 - DIMS.DWG\\\C-1.10 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 DIMENSIONAL, LANDSCAPING, SIGHT TRIANGLE & CIRCULATION SITE PLAN DIMENSIONAL SITE PLAN 1 1" = 10'-0" GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR GETTING FAMILIAR WITH THE EXISTING SITE CONDITIONS AND THE SCOPE OF WORK PROPOSED IN THE SET OF DRAWINGS PRIOR TO PERFORMING ANY WORK. 2. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL SIGNAGE AND FIRE CONNECTIONS REQUIRED BY THE LOCAL FIRE DEPARTMENT. CONTRACTOR TO COORDINATE WITH FIRE OFFICIALS. 3. THE CONTRACTOR IS TO IMMEDIATELY CONTACT THE ARCHITECT OR ENGINEER ON RECORD IF ANY DISCREPANCY BETWEEN THE EXISTING SITE CONDITIONS AND THE DRAWING SET IS FOUND. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMIT/APPROVALS BEFORE THE BEGINNING OF CONSTRUCTION/IMPROVEMENT. 5. THE CONTRACTOR, AND HIS SUBCONTRACTORS, SHALL COVER AND HOLD HARMLESS THE ENGINEER/ARCHITECT FROM AND AGAINST ANY DAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISING OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITION TO CLAIMS CONNECTED TO THE PROJECT. 6. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS. 7. THE CONTRACTOR IS RESPONSIBLE TO PRESERVE ALL EXISTING SITE CONDITIONS SPECIFIED IN THE DRAWING SET. ANY DAMAGED FEATURE OR STRUCTURE IS TO BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE. 8. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT SPECIFICATIONS TO ARCHITECT/ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. 9. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN TRAFFIC CONTROL. 10. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN SIDEWALK CLOSURE PERMITS FROM THE LOCAL JURISDICTION TO CARRY OUT THE PUBLIC R.O.W. IMPROVEMENTS. ALL SIDEWALK AND CURB RELATED WORK TO BE PERFORMED PER LOCAL REGULATIONS AND REQUIREMENTS. 11. THE CONTRACTOR & THE OWNER ARE RESPONSIBLE TO HIRE AN OSHA CERTIFIED INSPECTOR TO REMAIN ON SITE DURING DEMOLITION AND CONSTRUCTION. 12. THE APPLICANT/DEVELOPER MUST COMPLY WITH ALL DIRECTIVES FROM THE DIVISION OF WATER/SEWER UTILITY. THE DEVELOPER/APPLICANT MUST CONTACT THE SEWER UNIT AND WATER UNIT FOR DETAILED INFORMATION AND REQUIREMENTS REGARDING THE EXISTING/PROPOSED SEWER/WATER CONNECTIONS PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS 13. A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED PRIOR TO THE COMMENCEMENT OF ANY WORK AT THE SITES. 14. ANY EXISTING STREET CATCH BASINS WITHIN THE PROPERTY BOUNDARIES SHALL BE RETROFIT WITH A NEW FRAME/GRATE/CURB PIECE PER THE CITY STANDARD. 15. BUILDING ADDRESSES SHALL BE DISPLAYED SO AS TO BE IN CONFORMANCE WITH THE CITY'S 911 LOCATABLE ADDRESS ORDINANCE. THE DEVELOPER MUST OBTAIN THE CORRECT STREET ADDRESSES FROM THE CITY SURVEYOR. 16. THE RECYCLING BINS (MATERIALS: CARDBOARD/PAPER/ PLASTIC, GLASS & CAN) FOR TENANT UNITS SHALL BE LOCATED ON THE GROUND FLOOR OF THE BUILDING. 17. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVAL IS PROVIDED IN WRITING BY THE ENGINEER/ARCHITECT. 18. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSE DISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THE PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATE PROPERTY. 19. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOP DRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALS FOR REVIEW. THE ENGINEER/ARCHITECT WILL REVIEW THE SUBMITTALS IN ACCORDANCE WITH THE DESIGN INTENT AS REFLECTED WITHIN THE PLAN SET. 20. DEPRESSED CURBS, CURBS AND SIDEWALKS SHALL CONFORM TO CITY STANDARDS. 21. ALL EXISTING UTILITIES TO BE DISCONNECTED AND CAPPED PRIOR TO THE BEGINNING OF CONSTRUCTION WORK. 22. A STREET AND SIDEWALK OCCUPANCY PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO ANY CONSTRUCTION IN THE RIGHT-OF-WAY. 23. A SIDEWALK CONSTRUCTION PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO SUCK WORK. 5' 10' 25' SIGHT TRIANGLE & CIRCULATION SITE PLAN 2 1" = 20'-0" 10' 20' 50' SURVEYORS NOTES PROPERTY BOUNDARIES AND EXISTING CONDITIONS WERE TAKEN FROM A SURVEY DATED DECEMBER 12TH, 2025, BY SCHMIDT SURVEYING, FOR CHRISTOPHER NNAETO. 3540 LEFT TURNS FROM A DRIVEWAY DESIGN SPEED STOPPING SIGHT DISTANCE 200 250 305 390 445 DESIGN SIGHT DISTANCE 155 3025 335 280 45 360 500 3540 RIGHT TURNS (AND MANEUVERS) FROM A DRIVEWAY DESIGN SPEED STOPPING SIGHT DISTANCE 200 250 305 335 385 DESIGN SIGHT DISTANCE 155 3025 290 240 45 360 430 TOW-AWAY ZONE COMMUNITY SERVICE SUBSEQUENT OFFENSES $250 MIN. AND/OR $250 1 OFFENSE UP TO 90 DAYS PENALTY ST RESERVED PARKING SIGNAGE REQUIREMENTS CODE SECTION VISUAL SIZE OF SIGN TYPE OF MOUNT STOP SIGN (R1-1) 24" X 24" WALL RESERVED PARKING (R7-8) 12" X 18" WALL PENALTY SIGN (R7-8P) 18" X 24" WALL 1 TRC COMMENTS 12.12.2025 1 1 1 1 1 1� CONSULTANTS: TH I S DO C UM ENT I S THE E XCL U S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-1.11 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-1.10 - DIMS.DWG\\\C-1.11 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 LANDSCAPING SITE PLAN NOTES PROPOSED PLANTING SCHEDULE SYMBOL QUANTITY COMMON NAME BOTANICAL NAME MATURE SIZE 6 RED MAPLE ACER RUBRUM 50' + - BLUE GRASS POA PRATENSIS - 2 SUMMERLASTI NG RASPBERRY CRAPE MYRTLE LAGERSTROEMIA INDICA WIDTH: 3 FT HEIGHT: 3 FT 4 LILLA SMOKE BUSH CONTINUS COGGYRIA 'LILLA' WIDTH: 4 FT HEIGHT: 4 FT ALL TREES SHALL HAVE A MINIMUM CALIPER OF THREE INCHES, AND THEY SHALL BE NURSERY-GROWN, OF SUBSTANTIALLY UNIFORM SIZE AND SHAPE, AND HAVE STRAIGHT TRUNKS. TREES SHALL BE PROPERLY PLANTED AND STAKED AND PROVISION MADE BY THE APPLICANT FOR REGULAR WATERING AND MAINTENANCE UNTIL THEY ARE ESTABLISHED. DEAD OR DYING TREES SHALL BE REPLACED BY THE OWNER DURING THE NEXT PLANTING SEASON ACLI CC GENERAL LANDSCAPING NOTES 1. ALL MATERIALS TO BE TYPE AND SIZE AS LISTED UNLESS OTHERWISE APPROVED. 2. TREES TO BE IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS REGARDING SIZE AND QUALITY. 3. PLANTS ARE TO BE PLANTED UPRIGHT IN A DIRECTION SO AS TO PROVIDE BEST APPEARANCE IN RELATIONSHIP TO ADJACENT AREAS. 4. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING (REFER TO DETAILS). 5. PLANTING PITS ARE TO BE PREPARED TO A MINIMUM DEPTH OF 12" AND PITS ARE TO HAVE A MINIMUM OF 9" OF GOOD TOPSOIL. LAWN AREAS ARE TO HAVE A MINIMUM OF 6" (4" FOR SOD) OF TOPSOIL. 6. TREE PITS, PLANT BEDS, AND GROUND COVER AREAS SHALL BE MULCHED WITH A MINIMUM DEPTH OF 3" (AFTER SETTLEMENT) OF SHREDDED HARDWOOD MULCH. 7. PROVIDE NEW OR AMENDED TOPSOIL BACK FILL FOR ALL NEWLY PLANTED MATERIAL ORGANIC MATTER = 5% MINIMUM, PH RANGE BETWEEN 5.0-6.5 INCLUSIVE, FREE OF STONES 1" OR GREATER AND FREE OF ALL DEBRIS AND EXTRANEOUS MATERIALS. 8. CHEMICAL FERTILIZERS TO BE DERIVED FROM ORGANIC SOURCES AND APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 9. ALL OPEN SPACES SHALL BE SEEDED OR SADDLED AS NOTED IN PLAN. 10. LANDSCAPING PLAN IS DIAGRAMMATIC, PLANT LOCATIONS MAY BE ADJUSTED FOR FIELD CONDITIONS WITH PRIOR APPROVAL. 11. THE CONTRACTORS MUST VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY IMPLEMENTATION. 12. ANY DISCREPANCIES AND/OR INCONSISTENCIES ARE TO BE BROUGHT TO THE CITY FOR REVIEW AND RESOLUTION. 13. ALL LANDSCAPING NOT SURVIVING FOR A PERIOD OF ONE YEAR SHALL BE REPLACED WITH THE SAME OR EQUIVALENT SIZE SPECIFIES. 14. STREET TREES SHALL BE BRANCHED AT 7 FT. 15. ALL LANDSCAPE SHALL BE MAINTAINED BY OWNER. 16. TREES SHALL BE PLANTED AT A MIN. INITIAL SIZE OF 3-1/2" CALIPER BALLED AND BURLAPPED. MINIMUM TREE CALIPER TO BE MADE 5 FEET ABOVE THE ROOTBALL 17. WHEREVER POSSIBLE, THE APPLICANT SHALL PROVIDE FOR ADDITIONAL LANDSCAPING OPPORTUNITIES IN THE PROJECT, AS WELL AS ENHANCE THE EXISTING LANDSCAPING SPACE. 18. SHRUBBERY LOCATED WITHIN THE SIGHT TRIANGLES SHOULD BE LIMITED TO 30" TALL. STREET TREES LIMBED UP TO PROMOTE VISIBILITY. 19. FINAL PLANTERS SHALL BE APPROVED BY PLANNING AND ENGINEERING STAFF. 1 TRC COMMENTS NEW SHEET 12.12.2025 TREE PLANTING DETAIL SHRUB PLANTING DETAIL 1 1� UP UP DN (111.91' Deed) Harvard Street (50' Wide) Halsted Street (60' Wide) N 53°47'00" W 112.02' S 36°06'00" W 45.25' N 39°36'00" E 51.78' S 50°24'00" E 109.06' F.F 101.00 TDC 100.45 BDC 100.33 SPOT 100.80 DOOR 101.00 TC 100.47 BC 99.97 TC 100.66 BC 100.16 TDC 100.44 BDC 100.32 TC 100.82 BC 100.32 TC 100.83 BC 100.33 TC 100.08 BC 99.58 TC 100.62 BC 100.12 FC: 99.82 SPOT 100.86 SPOT 101.00 SPOT 102.65 SPOT 100.78 SPOT 100.58 SPOT 100.48 SPOT 100.62 SPOT 100.85 SPOT 100.94 SPOT 101.37 SPOT 102.50 SPOT 101.00 SPOT 100.86 SPOT 100.86 101 102 103 103 101 102 SPOT 100.80 SPOT 100.75 E E 2''W 2''W W W W G PROP. 30 LF 2"à DOMESTIC WATER SERVICE LINE. SIZE AND LOCATION TO BE COORDINATED WITH PROJECT MEP AND CITY WATER AND SEWER DEPARTMENT. PROP. 15 LF 2"à GAS SERVICE LINE PROP. 20 LF ELECTRIC SERVICE LINE CONNECTION TO UNDERGROUND ELECTRIC CONTRACTOR TO VERIFY FEASIBILITY PROPOSED CORE DRILLED CONNECTION. CONTRACTOR TO FIELD VERIFY FEASIBILITY OF CONNECTION INV IN: 92.94 PIPE INV: 92.44 INV: 94.17 PROP. 30 LF SPRINKLER LINE. SIZE AND LOCATION TO BE COORDINATED WITH FIRE SPRINKLER ENGINEER AND CITY WATER AND SEWER DEPARTMENT. PROPOSED HOUSE TRAP NO. DW-01 RIM: 101.00 B.O. STONE: 96.50 PROP. 500 GAL SHEA DRYWELL PROP. 3"Ã. 22.5 LF. PVC PIPE @ 3.5% SLOPE 8' x 8' STONE BED INV: 99.50 INV: 99.50 DISCHARGE POINT AT BOTTOM OF CURB INV: 100.28 NOTES: PLAN VIEW 'B' DIA. INSPECTION COVER SHEA DRY WELL DRAIN HOLES 'D' TO 'E' TAPERED FILTER FABRIC LINES ON TOP AND SIDES OF STONE BED ONLYINVERT PIPE (OVERFLOW): 99.50 3'-0" 6'-0" 0'-6" 'A' DIA. FINISHED GRADE: 101.00 0'-6" INVERT PIPE IN: 99.50 6" STONE BEDDING 0'-6"BOTTOM OF STONE: 96.50 1'-0" BOTTOM OF DRYWELL: 97.00 0'-20" TOP OF DRYWELL: 100.50 CLOSED GRATE 8'-0" 6" à PVC INFLOW PIPE 3" à PVC OVERFLOW PIPE (4) 'C' DIA. INLET 1'-0" PROP. 27 LF 6"à PVC PIPE @ 3.2% SLOPE INV: 100.33 SPOT 101.00 TW 103.40 BW 101.00 PROPOSED CLEANOUT 12" FROM CURB PROP. 25 LF 6"à PVC SAN. SEWER PIPE @ 4.9% SLOPE 100 INV: 100.30 PROP. 3"Ã. 4 LF. PVC PIPE @ 0.5% SLOPE EXISTING FIRE HYDRANT APPROX. 86 FT FROM THE PROPERTY NOTES: 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 2. ALSO AVAILABLE IN AASHTO HS-20 LOADING 3. CAPACITY INCREASES IN INCREMENTS OF 500 GALLONS FOR EACH 3' SECTION ADDED PLAN VIEW 'B' DIA. INSPECTION COVER SHEA DRY WELL CYLINDRICAL 500 GALLON STACKABLE NOT TO SCALE DRAIN HOLES 'D' TO 'E' TAPERED FILTER FABRIC LINES ON TOP AND SIDES OF STONE BED ONLYINVERT PIPE (OVERFLOW): 99.50 3'-0" 6'-0" 0'-6" 'A' DIA. FINISHED GRADE: 101.00 0'-6" INVERT PIPE IN: 99.50 6" STONE BEDDING 0'-6"BOTTOM OF STONE: 96.50 1'-0" BOTTOM OF DRYWELL: 97.00 0'-20" TOP OF DRYWELL: 100.50 CLOSED GRATE 8'-0" 6" à PVC INFLOW PIPE 3" à PVC OVERFLOW PIPE (4) 'C' DIA. INLET 1'-0" CONSULTANTS: TH I S DO C UM ENT I S THE E XCL U S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-1.20 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-1.20 - GRAD-UTIL.DWG\\\C-1.20 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 GRADING, DRAINAGE & UTILITY SITE PLAN SCALE: GRADING, DRAINAGE & UTILITY SITE PLAN 1 1" = 10'-0" SURVEYORS NOTES PROPERTY BOUNDARIES AND EXISTING CONDITIONS WERE TAKEN FROM A SURVEY DATED DECEMBER 12TH, 2025, BY SCHMIDT SURVEYING, FOR CHRISTOPHER NNAETO. DRAINAGE AND UTILITY NOTES 1. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION AND UTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN SET OR SURVEY, THE CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD IMMEDIATELY IN WRITING. 2. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN OPERATION ALL UTILITIES NOT DESIGNATED TO BE REMOVED. 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING UTILITY IDENTIFIED TO REMAIN WITHIN THE LIMITS OF THE PROPOSED WORK DURING CONSTRUCTION. 4. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED BETWEEN ANY SANITARY SEWER SERVICE AND ANY WATER LINES. IF THIS SEPARATION CANNOT BE PROVIDED, A CONCRETE ENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED BY ENGINEER OF RECORD. 5. ALL WATER LINES SHALL BE VERTICALLY SEPARATED ABOVE SANITARY SEWER LINES BY A MINIMUM DISTANCE OF 18 INCHES. IF THIS SEPARATION CANNOT BE PROVIDED, A CONCRETE ENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED BY ENGINEER OF RECORD. 6. THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TO CONSTRUCTION (RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OF EXISTING UTILITY CROSSINGS FOR WATER AND SANITARY SEWER CONNECTION IMPROVEMENTS. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF RECORD. IN WRITING. 7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, ELECTRIC AND TELECOMMUNICATION CONNECTIONS WITH THE APPROPRIATE GOVERNING AUTHORITY. 8. CONTRACTOR SHALL START CONSTRUCTION OF ANY GRAVITY SEWER AT THE LOWEST INVERT AND WORK UP-GRADIENT. 7. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF PLANS REFLECTING THE LOCATION OF EXISTING UTILITIES THAT HAVE BEEN CAPPED, ABANDONED, OR RELOCATED BASED ON THE DEMOLITION/REMOVAL ACTIVITIES REQUIRED IN THIS PLAN SET. THIS DOCUMENT SHALL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK. 8. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THE AS-BUILT LOCATIONS OF ALL PROPOSED UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN THE AS-BUILT LOCATIONS AND THE LOCATIONS DEPICTED WITHIN THE PLAN SET. THIS RECORD SHALL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK. 9. OWNER/CONTRACTOR IS OBTAIN UPDATED INVERTS FROM SURVEYOR AND SUBMIT TO E.O.R PRIOR TO CONSTRUCTION COMMENCEMENT. IF SURVEYOR IS UNABLE TO OBTAIN SAID INVERTS, CONTRACTOR IS TO TRENCH TO PROPOSED CONNECTIONS TO DETERMINE FEASIBILITY, REPORT TO E.O.R, PRIOR TO CONSTRUCTION COMMENCEMENT 10. CONTRACTOR TO COORDINATE WITH UTILITY PROVIDER AND MUNICIPAL PUBLIC WORKS ALL PROPOSED CONNECTION LOCATIONS. CONTRACTOR TO OBTAIN MUNICIPAL APPROVALS FOR ROAD CLOSURE AND CONNECTIONS. UTILITY LEGEND PROPOSED UNDERGROUND GAS LINE PROPOSED WATER VALVE PROPOSED UNDERGROUND ELECTRIC SERVICE PROPOSED SANITARY SEWER LATERAL PROPOSED UNDERGROUND WATER LINE PROPOSED GAS VALVE PROPOSED SANITARY CLEANOUT 5' 10' 25' GRADING LEGEND GRADE SPOT SHOTS FLUSH CURB SPOT SHOTS EXIST CURB SPOT SHOTS CURB SPOT SHOTS DEP. CURB SPOT SHOTS WALL SPOT SHOTS 100 PROPOSED CONTOUR SPOT 100.00 FC 100.00 TCBC 100.50 100.00 TDC 100.50 BDC 100.00 TW 79.00 BW 77.20 GRADING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN APPROPRIATE PERMITS AND REMOVE ALL DEBRIS ON SITE AND DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. DO NOT BURN OR BURY ANY WASTE ON SITE. THE CONTRACTOR IS TO MAINTAIN RECORDS OF ALL WASTE REMOVAL TO DETERMINE COMPLIANCE WITH SAID REGULATIONS. CONTRACTOR TO LEAVE SITE IN CLEAN CONDITION. 2. ALL GROUNDWATER DE-WATERING PRACTICES SHALL BE DONE UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL. 3. THE CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FOR THE DISCHARGE OF DE-WATERED GROUNDWATER. 4. ALL SOIL IMPORTED TO THE SITE SHALL BE CERTIFIED CLEAN FILL. CONTRACTOR SHALL OBTAIN AND MAINTAIN RECORDS OF ALL FILL MATERIALS BROUGHT TO THE SITE. 5. CONTRACTOR MUST PROVIDE TEMPORARY AND/OR PERMANENT SHORING AS REQUIRED DURING EXCAVATION ACTIVITIES, INCLUDING BUT NOT LIMITED TO UTILITY TRENCHES. THIS IS TO ENSURE THE STRUCTURAL INTEGRITY OF NEARBY STRUCTURES AND STABILITY OF THE SURROUNDING SOILS. 6. THE CONTRACTOR IS TO SET ALL SIDEWALK CURBS AT 6â ABOVE EXISTING GRADE, UNLESS OTHERWISE NOTED. 7. THE CONTRACTOR IS RESPONSIBLE TO RESET ALL EXISTING UTILITY COVERS TO THEIR EXISTING CONDITION, WHEN RIM INVERT NOT SPECIFIED; AND INSTALL ALL NEW COVERS TO THE INVERT SHOWN ON PLAN. CONTRACTOR TO CONTACT ENGINEER OF RECORD WHEN RIM INVERTS DOES NOT MEET ASPHALT PAVING GRADE WITH 0.1 FT, AND IN ACCORDANCE WITH APPLICABLE MUNICIPAL, COUNTY, STATE AND/OR UTILITY AUTHORITY REGULATIONS. 8. CONTRACTOR TO MAINTAIN MINIMUM SLOPE OF 0.50%, 1%, 1% FOR CURB GUTTERS, ASPHALT AND CONCRETE SURFACES RESPECTIVELY. 9. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DRAINAGE AWAY FROM THE BUILDING, AT A 1% MINIMUM. CONTRACTOR IS RESPONSIBLE TO CONTACT ENGINEER OF RECORD WHEN IT IS NOT ACHIEVABLE. 10. THE CONTRACTOR IS TO PROVIDE A MEANS & METHODS TO ENGINEER OF RECORD WHERE GROUNDWATER IS HIGHER THAN THE LOCATION OF PROPOSED FOOTINGS. CONTRACTOR TO OBTAIN APPROVAL FROM CONSTRUCTION CODE OFFICIAL PRIOR TO COMMENCING WORK. 11. CONTRACTOR TO OBTAIN CITY/TOWN'S APPROVAL TO DISCHARGE ALL STORMWATER INTO THE STORM SEWER SYSTEM. 12. ELEVATIONS ARE BASED ON AN ASSUMED DATUM. ADA NOTES 1. THE CONTRACTOR IS TO MAINTAIN THE FOLLOWING ADA REQUIREMENTS a. MAXIMUM 2% WITHIN ADA PARKING SPACES AND ACCESS AISLES b. MAXIMUM 5% RUNNING SLOPE ALONG WALKWAYS c. MAXIMUM 2% CROSS SLOPE ALONG WALKWAYS d. MAXIMUM 2% SLOPE AT LANDINGS e. MAXIMUM 8.33% RUNNING SLOPE AND 2% CROSS SLOPE IN CURB RAMPS f. LANDINGS MUST BE A MINIMUM OF 60 IN x 60 IN g. MINIMUM OF 36 IN WIDE WALKWAYS AND RAMPS h. HANDRAILS ARE REQUIRED WHEN GRADE CHANGES MORE THAN 6 IN WITHIN A RAMP i. SLIP RESISTANT SURFACE MUST BE PROVIDED IN ADA RAMP AND PARKING DRY WELL MAINTENANCE: EFFECTIVE DRY WELL PERFORMANCE REQUIRES REGULAR AND EFFECTIVE MAINTENANCE. CHAPTER 8: MAINTENANCE AND RETROFIT OF STORMWATER MANAGEMENT MEASURES PROVIDES INFORMATION AND REQUIREMENTS FOR PREPARING A MAINTENANCE PLAN FOR STORMWATER MANAGEMENT FACILITIES, INCLUDING DRY WELLS. SPECIFIC MAINTENANCE REQUIREMENTS FOR DRY WELLS ARE PRESENTED BELOW. THESE REQUIREMENTS MUST BE INCLUDED IN THE DRY WELL'S MAINTENANCE PLAN. A. GENERAL MAINTENANCE A DRY WELL SHOULD BE INSPECTED AT LEAST FOUR TIMES ANNUALLY AS WELL AS AFTER EVERY STORM EXCEEDING 1 INCH OF RAINFALL. THE WATER LEVEL IN THE TEST WELL SHOULD BE THE PRIMARY MEANS OF MEASURING INFILTRATION RATES AND DRAIN TIMES. PUMPING STORED RUNOFF FROM AN IMPAIRED OR FAILED DRY WELL CAN ALSO BE ACCOMPLISHED THROUGH THE TEST WELL. THEREFORE, ADEQUATE INSPECTION AND MAINTENANCE ACCESS TOT THE TEST WELL MUST BE PROVIDED. DISPOSAL OF DEBRIS, TRASH , SEDIMENT, AND OTHER WASTE MATERIAL REMOVED FROM A DRY WELL SHOULD BE DONE AT SUITABLE DISPOSAL/RECYCLING SITES AND IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL WASTE REGULATIONS. NEW JERSEY STORMWATER BEST MANAGEMENT PRACTICES MANUAL CHAPTER 9.3: STANDARD FOR DRY, FEBRUARY 2004, PAGE 9.3-5. B. OTHER MAINTENANCE CRITERIA THE MAINTENANCE PLAN MUST INDICATE THE APPROXIMATE TIME IT WOULD NORMALLY TAKE TO DRAIN THE MAXIMUM DESIGN STORM RUNOFF VOLUME FROM THE DRY WELL. THIS NORMAL DRAIN TIME SHOULD THEN BE USED TO EVALUATE THE DRY WELL'S ACTUAL PERFORMANCE. IF SIGNIFICANT INCREASES IN THE NORMAL DRAIN TIME ARE OBSERVED OR IF IT EXCEEDS THE 72 HOUR MAXIMUM, APPROPRIATE MEASURES MUST BE TAKEN TO COMPLY WITH THE DRAIN TIME REQUIREMENTS AND MAINTAIN THE PROPER FUNCTIONING OF THE DRY WELL. 1 1 TRC COMMENTS 12.12.2025 1 1� (111.91' Deed) Harvard Street (50' Wide) Halsted Street (60' Wide) N 53°47'00" W 112.02' S 36°06'00" W 45.25' N 39°36'00" E 51.78' S 50°24'00" E 109.06' SF SF SF SF TOTAL LOT AREA 5,358 SF= 0.123 AC TOTAL AREA OF DISTURBANCE 7,973 SF = 0.183 AC SOIL TYPE USBOOB - URBAN LAND, BOONTON SUBSTRATUM - BOONTON COMPLEX, RED SANDSTONE LOWLAND, 0 TO 8 PERCENT SLOPES SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 15'-0" 38'-0" LIMIT OF DISTURBANCESILT FENCE (TYP.) PROPOSED SOIL STOCK PILE W/ SILT FENCE EXISTING INLET TO BE PROTECTED DURING CONSTRUCTION EXISTING INLET TO BE PROTECTED DURING CONSTRUCTION 38' x 15' x 12" THICK CONSTRUCTION ENTRANCE PROPOSED TREE PROTECTION FENCE (TYP.) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 101 102 103 103 101 102 E E 2''W 2''W W W W G 100 CONSULTANTS: TH I S DO C UM ENT I S THE E XCL U S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-1.30 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-1.30 - SOIL.DWG\\\C-1.30 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 SOIL EROSION AND SEDIMENT CONTROL SITE PLAN SCALE: SOIL EROSION AND SEDIMENT CONTROL SITE PLAN 1 1" = 10'-0" 5' 10' 25' SEQUENCE OF CONSTRUCTION (FALL 2025 - FALL 2026) WEEK 1 INSTALL PERIMETER FENCING AND SILT FENCE. INSTALL TEMPORARY CONSTRUCTION ENTRANCE WHEEL CLEANING BEDS. WEEK 2-4 DEMOLITION OF EXISTING STRUCTURES AND PARKING AREA WEEK 6-12 FOUNDATION EXCAVATION, SITE CLEANUP & SOIL REMOVAL, STOCKPILING OF TOPSOIL & BACKFILL. WEEK 12-14 EXCAVATION & INSTALLATION OF STORM WATER PIPING AND DRAINAGE STRUCTURES. INSTALLATION OF DRAINAGE STRUCTURE FILTERS WEEK 12-38 FRAMING AND INTERIOR WORK IN BUILDINGS. WEEK 34-38 SITE PAVING AND LANDSCAPING WEEK 38 REMOVAL OF SOIL EROSION AND SEDIMENT CONTROL MEASURES AFTER FINAL PAVING AND LANDSCAPING IS COMPLETED. MATERIAL WATER DILUTION TYPE OF NOZZLE APPLY GALLONS/ACRE ANIONIC ASPHALT EMULSION LATEX EMULSION POLYACRYLAMIDE (PAM)- SPRAY ON ANIONIC ASPHALT EMULSION POLYACRYLAMIDE (PAM)- DRY SPREAD 7:1 12.5:1 4:1 NONE COARSE SPRAY FINE SPRAY 1200 FINE SPRAY COARSE SPRAY 235 APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASIN STANDARD (PG 26-1 STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY 2014, REVISED 2017) 300 1200 SOIL CHARACTERISTICS CHART TYPE OF SOIL USBOOB - URBAN LAND - BOONTON SUBSTRATUM - BOONTON COMPLEX, RED SANDSTONE LOWLAND, 0 TO 8 PERCENT SLOPES PERCENT OF SITE COVERAGE 100% HYDROLOGIC SOIL GROUP N/A LEGEND PROPOSED SILT FENCE LIMIT OF DISTURBANCE DUST CONTROL STANDARDS PLANNING CRITERIA THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: MULCHES - SEE STANDARD OF STABILIZATION WITH MULCHES ONLY, PG. 5-1 VEGETATIVE COVER - SEE STANDARD FOR: TEMPORARY VEGETATIVE COVER, PG. 7-1 PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION PG. 4-1 AND PERMANENT STABILIZATION WITH SOD, PG. 6-1 SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS. TILLAGE - 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-TYPE PLOWS SPACED ABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT. SPRINKLING - 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. STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. TABLE 16-1 DUST CONTROL MATERIALS SURVEYORS NOTES PROPERTY BOUNDARIES AND EXISTING CONDITIONS WERE TAKEN FROM A SURVEY DATED DECEMBER 12TH, 2025, BY SCHMIDT SURVEYING, FOR CHRISTOPHER NNAETO. 1 1 TRC COMMENTS 12.12.2025� CONSULTANTS: TH I S DO C UM ENT I S THE E XCL U S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-1.31 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-1.30 - SOIL.DWG\\\C-1.31 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 SOIL EROSION AND SEDIMENT CONTROL NOTES & DETAILS EROSION AND SEDIMENT CONTROL NOTES (REVISED DECEMBER 2017) 1. THE CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR QUALITY STANDARDS. 3. THE CONTRACTOR IS RESPONSIBLE TO INSPECT ALL SOIL EROSION MEASURES WEEKLY AND AFTER A PRECIPITATION EVENT GREATER THAN 1 INCH. THE CONTRACTOR SHALL MAINTAIN AN INSPECTION LOG ON SITE AND DOCUMENT CORRECTIVE ACTION AS REQUIRED TAKEN THROUGHOUT THE COURSE OF CONSTRUCTION. 4. A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED FROM THE DEPARTMENT OF ENGINEERING PRIOR TO COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION ACTIVITY OF THE SITE. SOIL CONSERVATION NOTES 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE âNEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROLâ 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. ALL 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, LAST REVISED 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 ½ -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. STABILIZATION SPECIFICATIONS A. TEMPORARY SEEDING AND MULCHING: LIME- 90 LBS./1,000 SF GROUND LIMESTONE; FERTILIZER-14 LBS./1,000 SF; 10-20-10 OR EQUIVALENT WORKED INTO SOIL A MINIMUM OF 4". SEED- PERENNIAL RYEGRASS 40 LBS./ACRE OR OTHER APPROVED SEEDS; MULCH- SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS./1,000 SF, TO BE APPLIED ACCORDING TO THE NJ STANDARDS. MULCH SHALL BE SECURED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDING). B. PERMANENT SEEDING AND MULCHING: TOPSOIL - UNIFORM APPLICATION TO A DEPTH OF 4" (UNSETTLED) LIME-90 LBS./1,000 SF GROUND LIMESTONE; FERTILIZER-11 LBS./1,000 SF; 10-20-10 OR EQUIVALENT WORKED INTO SOIL A MINIMUM OF 4". SEED - TURF TYPE TALL FESCUE (BLEND OF 3 CULTIVARS) 150 LBS./ACRE (3.5 LBS./1,000 SF) OR OTHER APPROVED SEEDS MULCH- SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS./1,000 SF TO BE APPLIED ACCORDING TO THE NJ STANDARDS. MULCH SHALL BE SECURED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDING). GRASS AREAS - AREAS DESIGNATED AS GRASS, OR DISTURBED AREAS NOT DESIGNATED FOR ANY OTHER PLANTINGS SHALL BE PERMANENTLY STABALIZED BY SEEDING WITH THE BUFFALO SUPREME SEED MIXTURE AT THE RATE OF 3 LBS/1,000 S.F. SOIL PREPARATION, SEEDING, MULCHING AND MAINTENANCE SHALL BE DONE AS INDICATED IN THE PLANTING NOTES AND THE DETAILS HEREIN. STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY JANUARY 2014 STANDARD FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION DEFINITION ESTABLISHMENT OF PERMANENT VEGETATIVE COVER ON EXPOSED SOILS WHERE PERENNIAL VEGETATION IS NEEDED FOR LONG-TERM PROTECTION. PURPOSE TO PERMANENTLY STABILIZE THE SOIL, ENSURING CONSERVATION OF SOIL AND WATER, AND TO ENHANCE THE ENVIRONMENT. WATER QUALITY ENHANCEMENT SLOWS THE OVER-LAND MOVEMENT OF STORMWATER RUNOFF, INCREASES INFILTRATION AND RETAINS SOIL AND NUTRIENTS ON SITE, PROTECTING STREAMS OR OTHER STORMWATER CONVEYANCES. WHERE APPLICABLE ON EXPOSED SOILS THAT HAVE A POTENTIAL FOR CAUSING OFF-SITE ENVIRONMENTAL DAMAGE. METHODS AND MATERIALS 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 A. SELECT A MIXTURE FROM TABLE 4-3 OR USE A MIXTURE RECOMMENDED BY RUTGERS COOPERATIVE EXTENSION OR NATURAL RESOURCES CONSERVATION SERVICE WHICH IS APPROVED BY THE SOIL CONSERVATION DISTRICT. SEED GERMINATION SHALL HAVE BEEN TESTED WITHIN 12 MONTHS OF THE PLANTING DATE. NO SEED SHALL BE ACCEPTED WITH A GERMINATION TEST DATE MORE THAN 12 MONTHS OLD UNLESS RETESTED. 1. SEEDING RATES SPECIFIED ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF PERMANENT VEGETATION. UP TO 50% REDUCTION IN RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO A REPORT OF COMPLIANCE INSPECTION. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80% VEGETATIVE COVERAGE WITH THE SPECIFIED SEED MIXTURE FOR THE SEEDED AREA AND MOWED ONCE. 2. WARM-SEASON MIXTURES ARE GRASSES AND LEGUMES WHICH MAXIMIZE GROWTH AT HIGH TEMPERATURES, GENERALLY 85O F AND ABOVE. SEE TABLE 4-3 MIXTURES 1 TO 7. PLANTING RATES FOR WARM-SEASON GRASSES SHALL BE THE AMOUNT OF PURE LIVE SEED (PLS) AS DETERMINED BY GERMINATION TESTING RESULTS. 3. COOL-SEASON MIXTURES ARE GRASSES AND LEGUMES WHICH MAXIMIZE GROWTH AT TEMPERATURES BELOW 85°F, MANY GRASSES BECOME ACTIVE AT 65°F, SEE TABLE 4-3, MIXTURES 8-20. ADJUSTMENT OF PLANTING RATES TO COMPENSATE FOR THE AMOUNT OF PLS IS NOT REQUIRED FOR COOL SEASON GRASSES. B. CONVENTIONAL SEEDING IS PERFORMED BY APPLYING SEED UNIFORMLY BY HAND, CYCLONE (CENTRIFUGAL) SEEDER, DROP SEEDER, DRILL OR CULTIPACKER SEEDER. EXCEPT FOR DRILLED, HYDROSEEDED OR CULTIPACKED SEEDINGS, SEED SHALL BE INCORPORATED INTO THE SOIL WITHIN 24 HOURS OF SEEDBED PREPARATION TO A DEPTH OF 1/4 TO 1/2 INCH, BY RAKING OR DRAGGING. DEPTH OF SEED PLACEMENT MAY BE 1/4 INCH DEEPER ON COARSE-TEXTURED SOIL. C. AFTER SEEDING, FIRMING THE SOIL WITH A CORRUGATED ROLLER WILL ASSURE GOOD SEED-TO-SOIL CONTACT, RESTORE CAPILLARITY, AND IMPROVE SEEDLING EMERGENCE. THIS IS THE PREFERRED METHOD. WHEN PERFORMED ON THE CONTOUR, SHEET EROSION WILL BE MINIMIZED AND WATER CONSERVATION ON SITE WILL BE MAXIMIZED. D. HYDROSEEDING IS A BROADCAST SEEDING METHOD USUALLY INVOLVING A TRUCK, OR TRAILER-MOUNTED TANK, WITH AN AGITATION SYSTEM AND HYDRAULIC PUMP FOR MIXING SEED, WATER AND FERTILIZER AND SPRAYING THE MIX ONTO THE PREPARED SEEDBED. MULCH SHALL NOT BE INCLUDED IN THE TANK WITH SEED. SHORTFIBEREDMULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION 4-MULCHING BELOW). HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. WHEN POOR SEED TO SOIL CONTACT OCCURS, THERE IS A REDUCED SEED GERMINATION AND GROWTH. 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 DEEED 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 NTO 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 MANUFACTURERâS 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 TO 0.4 INCHES OF WATER. THIS MATERIAL HAS BEEN FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR RENOVATION AREAS, SEEDED AREAS WHERE WEEDSEEDFREE MULCH IS DESIRED, OR ON SITES WHERE 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 SEED BED 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 INABNORMALLY 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 MAY BE MADE WHERE GROSS NITROGEN DEFICIENCY EXISTS IN THE SOIL TO THE EXTENT THAT TURF FAILURE MAY DEVELOP. IN THAT INSTANCE, TOPDRESS WITH 10-10-10 OR EQUIVALENT AT 300 POUNDS PER ACRE OR 7 POUNDS PER 1,000 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. NOT TO SCALE STABILIZED CONSTRUCTION ACCESS DETAIL 50' MINIMUM (SEE CHART) 6" MIN. GEOTEXTILE FABRIC EXISTING GROUND PUBLIC ROADWAY 6" 6" 15' MINIMUM (SEE NOTE 2) NOTES: 1. STONE SHALL BE ASTM C-33, SIZE No. 2 (2.5" TO 1.5") OR No. 3 (2" TO 1") CLEAN CRUSHED ANGULAR STONE. 2. WIDTH SHALL BE 15' MINIMUM OR THE FULL WIDTH OF THE ACCESS POINT, WHICHEVER IS GREATER. 3. STORMWATER FROM UP-SLOPE AREAS SHALL BE DIVERTED AWAY FROM THE STABILIZED PAD, WHERE POSSIBLE. AT POORLY DRAINED LOCATIONS, SUBSURFACE DRAINAGE GRAVEL FILTER OR GEOTEXTILE SHALL BE INSTALLED BEFORE THE STABILIZED CONSTRUCTION ENTRANCE. 4. WHERE THE SLOPE OF THE ROADWAY EXCEEDS 5%, A STABILIZED BASE OF HOT MIX ASPHALT BASE COURSE SHALL BE INSTALLED. THE TYPE AND THICKNESS OF THE BASE COURSE AND USE OF DENSE GRADED AGGREGATE SUB-BASE SHALL BE AS PRESCRIBED BY LOCAL MUNICIPAL ORDINANCE OR GOVERNING AUTHORITY. 5. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN THE STABILIZED CONSTRUCTION ACCESS AND THE PUBLIC ROADWAY. CRUSHED STONE PAD (SEE NOTE 1) 50' MINIMUM (SEE CHART) CRUSHED STONE PAD (SEE NOTE 1) PUBLIC ROADWAY PLAN VIEW PROFILE VIEW 0% TO 2% 50 FEET 100 FEET 2% TO 5% 100 FEET 200 FEET > 5% SEE NOTE 4 LENGTH OF STONE REQ'D PUBLIC COARSE FINE ROADWAY GRAINED SOILS GRAINED SOILS SLOPE OF 3 1 SOIL STOCKPILE DETAIL NOT TO SCALE STOCKPILE SHALL NOT EXCEED MAXIMUM 3 : 1 SIDE SLOPE MAINTAIN SOIL STOCKPILE STABILIZATION THROUGHOUT CONSTRUCTIONINSTALL SILT FENCE AROUND SOIL STOCKPILE (SEE DETAIL) NOTES: 1. STOCKPILES SHALL BE SITUATED SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL DAMAGE. 2. STOCKPILES SHALL BE STABILIZED IN ACCORDANCE WITH THE STANDARDS FOR PERMANENT OR TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION, AS APPROPRIATE (SEE SOIL EROSION NOTES). 35' MAXIMUM HEIGHT NOTES: 1. SECURELY FASTEN GEOTEXTILE TO FENCE POST BY USE OF WIRE TIES, HOG RINGS, STAPLES OR POCKETS. FOUR TO SIX FASTENERS PER POST. 2. GEOTEXTILE FABRIC TO BE EMBEDDED 6" (MIN.) AND TAMP IN PLACE. 3. SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE TO A POST BY WRAPPING EACH END OF THE GEOTEXTILE AROUND THE POST TWICE AND ATTACHING AS SPECIFIED IN NOTE 1 ABOVE. SPLICING OF INDIVIDUAL ROLLS SHALL NOT OCCUR AT LOW POINTS. 4. SET SILT FENCE WITHIN PROJECT LIMITS. 10'-0" IS DESIRABLE. SILT FENCE DETAIL NOT TO SCALE 6" 6" 2' - 0" 2' - 0" (MIN.) 10' DESIRABLE FLOW DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE 2" x 2" FENCE POST 2' - 0" 2' - 0" (MIN.) DRIVE POSTS PLUMB OR SLIGHTLY UPHILL EMBED FABRIC 6" MINIMUM AND TAMP IN PLACE SPACE 8'-0" O.C. SECURELY FASTEN FABRIC TO POSTS TOE OF SLOPE EMBED FABRIC 6" MINIMUM AND TAMP IN PLACE INLET FILTER BAG DETAIL NOT TO SCALE LENGTH=L WIDTH=W DEPTH=D DUMP STRAP 1" REBAR FOR BAG REMOVAL FROM INLET DUMP STRAP FOAM CURB OPENING DUMP STRAPS 1" REBAR FOR BAG REMOVAL FROM INLET INLET FILTER BAG DUMP STRAPS (2 EACH) FOAM BAG DETAIL INSTALLATION DETAIL INLET GRATE EMERGENCY OVERFLOW PORT EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) NOTES: 1. THE FILTER BAG SHALL SAFELY PASS FLOWS GREATER THAN THE 1-YEAR 24-HOUR STORM EVENT. 2. SEDIMENT REMOVAL AND MAINTENANCE SHALL BE PERFORMED FREQUENTLY AND AFTER EVERY STORM EVENT.� UP UP DN (111.91' Deed) Harvard Street (50' Wide) Halsted Street (60' Wide) STOP N 53°47'00" W 112.02' S 36°06'00" W 45.25' N 39°36'00" E 51.78' S 50°24'00" E 109.06' 0.5 0.5 1 2 0.5 1 2 0.512 0.512 0.512 0.512 L-2 @ 8' L-1 @ 5' 0.521 L-2 @ 8' L-3 @ 8' L-3 @ 8' L-3 @ 8' L-3 @ 8' L-3 @ 8' L-4 @ 10' EX-1 EX-1 125 5 FC 5 FC 5 FC 5 FC 5 FC 5 FC 2 FC 2 FC 2 FC 2 FC 2 FC 2 FC L-4 @ 10' L-4 @ 10' L-4 @ 10' L-4 @ 10' L-4 @ 10' CONSULTANTS: TH I S DO C UM ENT I S THE E XCL U S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-1.40 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-1.40 - LITE.DWG\\\C-1.40 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 LIGHTING SITE PLAN SCALE: LIGHTING SITE PLAN 1 1" = 10'-0" GENERAL LIGHTING NOTES 1. LIGHTING LEVELS REPRESENTED IN OUR DRAWINGS ARE BASED ON DATA PROVIDED BY THE FIXTURE MANUFACTURER. LIGHTING LEVELS IN FIELD COULD BE ALTERED BY EXISTING SITE CONDITIONS SUCH AS OBSTRUCTIONS NOT IDENTIFIED IN SURVEY, FIXTURE REPLACEMENT, AND POWER SUPPLY. 2. ANY PROPOSED FIXTURES THAT CONFLICT WITH EXISTING FIXTURE, UTILITY ELEMENT AND/OR OTHER ELEMENTS, IS TO BE REPORTED TO THE ARCHITECT/ENGINEER ON RECORD PRIOR THE START OF ANY CONSTRUCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ELECTRIC SERVICE AND ACCURATE WIRING PLAN RELATED TO ALL PROPOSED FIXTURE SPECIFIED. CONTRACTOR MUST PROVIDE AN AS-BUILT DRAWING OF WIRING PLAN TO THE OWNER AND THE ARCHITECT/ENGINEER ON RECORD. EXTERIOR LIGHTING CONTROL 1. AUTOMATICALLY TURN OFF ALL LIGHTING DURING DAYLIGHT HOURS. 2. AUTOMATICALLY TURN OFF ALL BUILDING FACADE AND LANDSCAPE LIGHTING BETWEEN MIDNIGHT OR BUSINESS CLOSING (WHICHEVER IF LATER) AND6:00 AM OR BUSINESS OPENING (WHICHEVER IS EARLIER) 3. FOR ALL LIGHTING THAT IS NOT BUILDING FACADE OR LANDSCAPE LIGHTING, REDUCE LIGHTING POWER BY AT LEAST 30% EITHER: 1) BETWEEN MIDNIGHT OR WITHIN ONE HOUR OF BUSINESS CLOSING (WHICHEVER IS LATER) AND 6:00 AM OR BUSINESS OPENING (WHICHEVER IS EARLIER), OR 2) AFTER NO ACTIVITY HAS BEEN DETECTED (E.G., USING AN OCCUPANCY SENSOR) FOR NO LONGER THAN 15 MINUTES. 4. ENSURE THAT ALL TIME SWITCHES ARE ABLE TO RETAIN THEIR TIME SETTING AND PROGRAMMING DURING A POWER LOSS OF AT LEAST 10 HOURS. 5. EXEMPTIONS TO ALL OF THE PRECEDING REQUIREMENTS: EMERGENCY LIGHTING, LIGHTING REQUIRED BY HEALTH OR SAFETY LAW OR REGULATION, DECORATIVE GAS LIGHTING, AND LIGHTING WHERE NEEDED FOR EYE ADAPTATION, SAFETY OR SECURITY AT COVERED VEHICLE ENTRANCES AND EXITS. 5' 10' 25' SYMBOL LABEL QUANTITY CATALOG NUMBER DESCRIPTION LAMP LUMENS LUMEN MULTIPLIER LLF WATTS EX-1 2 - - - - - - L-1 1 OLCS 8 DDB OUTDOOR CAST SCONCE W/DR3 FROSTED LENS; BROWN ABSOLUTE 1 1 8.9 L-2 2 WDGE2 LED P0 27K 80 CRI WDGE2 LED WITH P1 - PERFORMANCE PACKAGE 2700K 80CRI VISUAL COMFORT FORWARD OPTIC ABSOLUTE 1 1 6.8 L-3 5 WDGE2 LED O0 30K 70 CRI T1S WDGE2 LED WITH P0 - PERFORMANCE PACKAGE 3000K 70CRI TYPE 1 SHORT OPTIC ABSOLUTE 1 1 6.9 L-4 6 VCPG LED P1 30K T5E MVOLT VCPG LED WITH P1 - PERFORMANEC PACKAGE, 3000K, T5E OPTIC ABSOLUTE 1 1 8 EXISTING ROADWAY LIGHTING FIXTURE TYPE 'EX-1' WALL MOUNTED FIXTURE TYPE 'L2' & 'L3' CEILING MOUNTED FIXTURE TYPE 'L-4' WALL MOUNTED FIXTURE TYPE 'L1' 1 TRC COMMENTS 12.12.2025 1 1 SURVEYORS NOTES PROPERTY BOUNDARIES AND EXISTING CONDITIONS WERE TAKEN FROM A SURVEY DATED DECEMBER 12TH, 2025, BY SCHMIDT SURVEYING, FOR CHRISTOPHER NNAETO. 1� CONSULTANTS: TH I S DO C UM ENT I S THE E XCL U S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-1.41 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-1.40 - LITE.DWG\\\C-1.41 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 LIGHTING DETAILS 1 TRC COMMENTS 12.12.2025 1 1� ALTERNATE CROSSING FINISHED GRADE RETAINING CLAMP US PIPE DUAL PURPOSE SLEEVE OR EQUAL. 18" MIN. SANITARY SEWER 12" MIN. SANITARY SEWER 18" MIN. SANITARY SEWER 45° RESTRAINED JOINT FITTING (TYP.) NOTE: THRUST BLOCKS REQUIRED FOR ALL BENDS & FITTINGS TO STRUCTURE 1 8 BEND (IF REQUIRED) EXISTING FOUNDATION CUSHION SADDLE TEE WITH RUBBER SEAL (OPENING TO BE DRILLED IN PIPE) CLEANOUT (IF REQUIRED) CURB LINE EXISTING ROADWAY SEWER CONN. DETAIL N.T.S. 45° MAXIMUM 4' MIN. COVER NOTES: 1. INSTALLATION OF TAPPING SLEEVEAND VALVE SHALL BE CONDUCTED UNDER WET CONDITIONS EXISTING MAINS SHALL BE LEFT IN SERVICE AT ALL TIMES DURING TAPPING OR INSERTION. 2. CONCRETE THRUST BLOCK UNDER VALVES SHALL HACE A SOIL BEATING AREA EQUAL TO THAT OF A 45° ELBOW. 3. ALL TAPPING SLEEVES SHALL BE MECHANICAL JOINT TYPR AS MANUFACTURED BY THE MUELLER VALVE SHALL OPEN CLOCKWISE, PLAN ELEVATION EXISTING PIPE EXISTING PIPE BOX & BONNET GATE VALVE ADJUSTABLE VALVE BOX FINISHED GRADE THRUST BLOCK POURED REIN. BAR AGAINST UNDISTURBED MECHANICAL JOINT TAPPING SOIL SLEEVE N.T.S. TAPPING SLEEVE AND VALVE (IF REQ'D) N.T.S. WATER MAIN CROSSING UTILITY DETAIL (IF REQ'D) 4 3 8 7 6 5 9 2 1 6" 9- 1/4" 1'-6" 1'-3 1/2" 1'-2" 8 1/2" 7 5/8" 2" 5/8" WIDTH OF DISTURBED TRENCH FINISHED GRADE CONCRETE CLEANOUT BOX WITH METAL FRAME & COVER LABALED "SEWER" CRUSHED STONE CLEANOUT PROTECTION BOX N.T.S. PIPE SIZE & CLASS AS REQUIRED PER DRAINAGE PLAN EXTENSION AS REQUIRED, PLUG WYE AT END OF LINE WYE FITTING PROPOSED/EXISTING PAVEMENT SET CASTING ASSEMBLY IN 24" x 24" 4,000 PSI CONCRETE PAD OR USE CHRISTY VALVE BOX WITH CAST IRON LID TAPPED, BRASS (OR PVC), WATERTIGHT CLEANOUT PLUG LABELED "STORM" OR "SEWER", AS APPROPRIATE HARDSCAPE CLEAN-OUT DETAIL FLOW FLOW N.T.S. VARIES 18" DRIVEWAY 3'-0" 3'-0" 16" 2" VARIABLE DISTANCE 16" 3'-0" 2" N.T.S. CONCRETE DRIVEWAY APRON DETAIL EXPANSION JOINT WHERE ABUTTING CONCRETE SIDEWALK. GRADE OF SIDEWALK OR ADJACENT LANDSCAPE AREA SHALL MEET TOP OF CURB. 1 2" PREFORMED JOINT FILLER SHALL BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR NON-BITUMINOUS BASE COURSE APPROVED COMPACTED SUBGRADE FULL DEPTH PAVEMENT (SEE DETAIL) R=1" HOT TAR SEAL GENERAL NOTES: - ALL CONCRETE SHALL CONFORM TO N.J. HIGHWAY DEPARTMENT SPECIFICATIONS CLASS "A", AIR ENTRAINED, 4,500 PSI MINIMUM STRENGTH AT 28 DAYS. - EXPANSION JOINTS SHALL BE AT 10-FOOT INTERVALS AND FILLED WITH A HALF INCH THICK, NON-EXTRUDABLE, FIBROUS, BITUMASTIC MATERIAL. - ALL CONCRETE WORK SHALL HAVE A WOOD FLOAT AND TRANSVERSE BROOM FINISH. BROOMING SHALL BE DONE BEFORE INITIAL SET USING A STEEL OR BARN BROOM. - SUBBASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING. 5- ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO CITY STANDARDS, SPECIFICATIONS AND INSPECTIONS - FORMWORK SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING. - THE 6"X8"X18" CROSSECTION SHALL BE USED FOR ALL DEPRESSED CURB IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS. - UNIT PRICE BID SHALL INCLUDE BUT ARE NOT LIMITED TO ALL LABOR, EQUIPMENT, MATERIALS AND TOOLS TO CONSTRUCT THE CURB AS SHOWN AND SPECIFIED ABOVE, IN A WORKMAN LIKE MANNER. - PROVIDE 1.2" THICK, NON-EXTRUDABLE, FIBROUS BITUMASTIC MATERIAL WHERE CURB MEETS SIDEWALK. CONCRETE CURB DETAIL N.T.S. 6" 18" SEE PLAN 8" 10 TYPICAL INSTALLATION OF 1" - 2" SERVICES DETAIL N.T.S. PLAN ELEVATION N.T.S. PIPE SLEEVE & WALL PENETRATION DETAIL SLOPE 1:12 SLOPE RAMP 1:24 DESIREABLE 1:12 MAX. RAMP CURB CURB CROSS SLOPE 1.5% MAX. 3' MIN. LANDING AREA 1 H = W/12 W = Y SIDEWALK CROSSWALK INSET (H-H )12 Z = (H-H )24 OR SEE "INSET" OF STRIPPING. 3' MIN. FOR OTHER METHOD LANDING AREA 3' MIN. SIDEWALK 1:8 MAX. SECTION THROUGH RAMP FLUSH WITH STREET PAVEMENT RAMP AT GUTTER LINE TO BE 1:12 DESIRABLE N.T.S. GENERAL NOTES: DEPRESSED CURB FOR THE HANDICAP H 4' MIN. 1.5% MAX. SECTION THROUGH RAMP AXONOMETRIC PROJECTION 3'-0" SIDEWALK Z W Y PRIOR TO POURING. PRIOR TO POURING. 3- CONCRETE APRON SHALL BE 5" THICK AT MINIMUM DIMENSIONS. 2- DO NOT LOCATE DROPPED CURBS OR AJACENT TO CATCH BASINS. 1- MINIMUM 5'-0" WIDE SIDEWALK. 7- FORMWORK SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTAIVE FOR ROAD AND BRIDGE CONSTRUCTION SECTION 914 CLASS "B" AIR ENTRAINED. 6- ALL CONCRETE SHALL CONFORM TO 1989 NJ D.O.T. STANDARDS SPEC. 5- SUBBASE TO BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE 4- ALL CONCRETE WORK SHALL HAVE WOOD FLOAT AND TRANSVERSE BROOM FINISH. 8- ALL WORKS SHALL CONFORM WITH THE COUNTY OF ESSEX ENGINEERING STANDARDS. CROSSWALK CROSSWALK 1 1 RAMP CURB PAINTED 24" WHITE LINE PAINTED WHITE LETTERING STOP BAR DETAIL N.T.S. 11 N.T.S. TRAFFIC AND PARKING SIGN DETAIL 1'-0" 1'-6" 5'-0" 10" 1'-0" STD. N.J.D.O.T. HEIGHT 4'-6" 12 CONSULTANTS: THI S DOC UM ENT I S THE E XC LU S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-2.00 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-2.00 - SITE DETAILS.DWG\\\C-2.00 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 SITE DETAILS I 1 1 TRC COMMENTS 12.12.2025� PROPOSED UTILITY LINE 6" THICK, APPROVED CLEAN CRUSHED STONE (WATER AND SEWER SERVICE ONLY) PROPOSED/EXISTING PAVEMENT PROPOSED FULL DEPTH ASPHALT NOTE: MINIMUM PIPE COVER SHALL BE AS FOLLOW: · ELECTRIC SERVICE - PER APPLICABLE UTILITY AUTHORITY · GAS SERVICE - PER APPLICABLE UTILITY AUTHORITY · SEWER SERVICE - 36" MINIMUM · WATER SERVICE - 48" MINIMUM TOP SOIL EXISTING GRADE WARNING TAPE WITH METALLIC LOCATOR STRIP TO BE INSTALLED WITH ELECTRIC CONDUIT ONLY BACKFILL WITH SUITABLE EXCAVATED MATERIAL. MATERIAL TO BE COMPACTED THOROUGHLY. COMPACTION AND MATERIAL SHALL MEET ALL APPLICABLE REGULATIONS. UTILITY TRENCH DETAIL N.T.S. SEE NOTE 3+ UTILITY DIAMETER 2 5 N.T.S. PLAN VIEW- VERTICAL CUT DETAIL CENTERLINE EDGE OF PAVEMENT R.O.W EDGE OF PAVEMENT R.O.W 7 6 4 3 12" 48" 12" 12" ASPHALT CONCRETE APPROVED DENSE GRADED AGGREGATE HOT TAR SEAL N.T.S. CONCRETE TO ASPHALT TRANSITION DETAIL 1 9 ASPHALT PAVEMENT DETAIL N.T.S. NOTES: 1. SUBBASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO PAVING. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO NJ DOT STANDARD, SPECIFICATIONS AND INSPECTIONS. 3. THE CONTRACTOR SHALL PREPARE, THE EXISTING SURFACE INCLUDING, BUT NOT LIMITED TO , REMOVAL OF DEBRIS AND VEGETATION, PROVIDING POWER AND HAND BROOMING AND ADJUSTING MANHOLES AND WATER BOXES, ALL TO THE SATISFACTION OF THE ENGINEER. 4. THE CONTRACTOR SHALL PAVE INTERSECTIONS TO THE POINT OF TANGENCY OF THE RADIUS RETURN OR AS DIRECTED BY THE ENGINEER. 5. UNIT PRICE BIDS SHALL INCLUDE BUT ARE NOT LIMITED TO, ALL LABOR, EQUIPMENT, MATERIALS AND TOOLS TO PERFORM THE CONSTRUCTION, AS INDICATED ABOVE, IN WORKMANLIKE MANNER. NEW ASPHALT EXISTING ASPHALT APPROVED COMPACTED SUBGRADE MILLED ASPHALT KEY 1" DEEP X 12" WIDE HOT TAR SEAL SAW CUT AND HOT TAR SEAL 2" THICK, HMA SURFACE COURSE 2" THICK, HMA BASE COURSE 4" THICK, APPROVED DENSE GRADED AGGREGATE N.T.S. HOUSE TRAP DETAIL 10 8 NEW FIRE PROTECTION WATER SERVICE METER SETTINGS TO FIRE SUPPLY FULL SIZE BY-PASS RECORDING METER O.S. & Y. GATE 6"à FROM STREET MAIN DETECTOR CHECK O.S. & Y. GATE CHECK VALVE 2" VALVE 2" TEST TEE O.S. & Y. GATE D. ROCKWELL CUBIC FEET-STRAIGHT READER WHEN ORDERING METER SPECIFY APPROVED METERS TO BE USED: C. HERSEY B. NEPTUNE A. BADGER FLOW PLAN OF PIPING NOTE: 1" MASTIC @ ALL RODS THRU WALLS. GATE CONCRETE SUPPORT VALVE DOUBLE DETECTOR CHECK W RECORDING METER RODS & CLAMPS TO MAIN AT BLDG. FACE CURB VALVE BUILDING FACE NOT TO SCALE CHECK VALVE UNDER GATE VALVE GATE VALVE THRUST BLOCK THRUST BLOCK GATE VALVE BOLTED SLEEVE TYPE COUPLING 4" BYPASS 6" D.I.P. WALL WALL CONCRETE SUPPORT CURB VALVE BOX SECTION "A" FLOW 1/2" SPACES FOR SHIMS UNDER DETECTOR CHECK ASSEMBLY STEEL PIPE SUPPORT COVER RODS & CLAMPS AT BLDG. FACE OS&Y GATE VALVE OS&Y GATE VALVE DOUBLE DETECTOR CHECK WITH RECORDING METER TEE FOR BYPASS TEE FOR BYPASS STEEL PIPE SUPPORT FIRE PROTECTION SERVICE DETAILS NOT TO SCALE 6"à SPRINKLER LINE FROM STREET 6"à SPRINKLER LINE FROM STREET NOTE:SERVICE LINES TO BE SIZED BASED ON EXISTING WATER PRESSURE IN STREET N.T.S. NEW DOMESTIC WATER SERVICE METER SETTINGS FROM STREET MAIN TO DOMESTIC WATER SUPPLY 6" METER O.S. & Y. GATE O.S. & Y. GATE D. ROCKWELL CUBIC FEET-STRAIGHT READER WHEN ORDERING METER SPECIFY APPROVED METERS TO BE USED: C. HERSEY B. NEPTUNE A. BADGER FLOW PLAN OF PIPING NOTE: 1" MASTIC @ ALL RODS THRU WALLS. GATE CONCRETE SUPPORT VALVE 4" METER RODS & CLAMPS TO MAIN AT BLDG. FACE CURB VALVE BUILDING FACE NOT TO SCALE UNDER GATE VALVE BOLTED SLEEVE TYPE COUPLING 6" D.I.P. WALL WALL CONCRETE SUPPORT CURB VALVE BOX SECTION "A" FLOW 1/2" SPACES FOR SHIMS UNDER DETECTOR CHECK ASSEMBLY STEEL PIPE SUPPORT COVER RODS & CLAMPS AT BLDG. FACE OS&Y GATE VALVE OS&Y GATE VALVE 4" METER STEEL PIPE SUPPORT DOMESTIC WATER SERVICE DETAILS NOT TO SCALE 2" TEST TEE WITH GATE VALVE NOTE:SERVICE LINES TO BE SIZED BASED ON EXISTING WATER PRESSURE IN STREET N.T.S. 11 WROUGHT IRON FENCE DETAIL 3'-0" 3'-0" 4" 4" 12"à CONC. FTG. TYP. @ 4" O.C. MAX. RAIL, TYP. 2" SQUARE POST 3/4" SQUARE HORIZ. 3/4" SQUARE TUBE, TYP. 2'-9" 1'-0" 3'-0" 2'-9" 1'-0" 6'-0" MAX 4" 4" O.C. MAX. 2'-9" 3'-0" 1'-0" 1'-0" SEE PLAN 4" O.C. MAX. 4" WROUGHT IRON GATE DETAIL NOTE: IMITATION WROUGHT IRON CAN BE SUBSTITUTED. COLOR TO BE BLACK NOTE: IMITATION WROUGHT IRON CAN BE SUBSTITUTED. COLOR TO BE BLACK N.T.S. REFER TO PLAN 4" 4" N.T.S. REFER TO PLAN 3/4" SQUARE TUBE, TYP. PLAN 4' BETWEEN CONTRACTION JOINTS 12' BETWEEN EXPANSION JOINTS WIDTH SEE PLAN 6" X 6" GRID, W2.9 X W2.9 WELDED WIRE MESH REINFORCED CONCRETE WALKWAY DETAIL NOTES: 1. MAXIMUM CROSS SLOPE SHALL BE 1 4" PER FOOT. 2. 1 4" EXPANSION JOINTS SHALL BE PROVIDED AT 12' INTERVALS WITH PRE-MOLDED, BITUMINOUS JOINT FILLER, RECESSED 1 4" FROM THE SURFACE. 3. 1" DEEP BY 1 4" WIDE, TOOLED CONTRACTION JOINTS SHALL BE PROVIDED AT 4' INTERVALS. 4. EXPANSION JOIN SHALL BE PROVIDED WHERE ADJACENT TO A BUILDING. WIDTH (SEE PLAN) SECTION FINISHED GRADE SHALL BE FLUSH WITH ABUTTING SIDEWALK MEET GRADE AT PERIMETER OF SIDEWALK APPROVED COMPACTED SUBGRADE 4" THICK, AIR ENTRAINED CONCRETE 4,000 PSI AT 28 DAYS 4" THICK, APPROVED CLEAN CRUSHED STONE N.T.S. HC PKG SIGN HC PKG SIGN 4" PAINTED STRIPE ADA APPROVED BLUE TYPICAL PAINTED SYMBOL ADA APPROVED BLUE TYPICAL 6"x6"X6' CONCRETE WHEEL STOP - ADA BLUE LAG BOLTED & ANCHORED THROUGH ASPHALT PAVING N.T.S. ADA PARKING DETAIL NOTES: 1. RETAINING WALL DESIGN PLANS TO BE PREPARED BY LICENSED PROFESSIONAL IN THE STATE OF NEW JERSEY. 2. KEYSTONE WALL SYSTEM, OR APPROVED EQUIVALENT, TO BE CONSTRUCTED. BLOCK RETAINING WALL DETAIL N.T.S. TYPICAL GRAVITY WALL SECTION STANDARD UNIT - 1" SETBACK DESIGN HEIGHT 1" - 1 1/4" 8" UNIT DRAINAGE FILL (3/4" CRUSHED ROCK OR STONE) APPROXIMATE LIMITS OF EXCAVATION 4" PERFORATED PVC DRAINAGE PIPE WRAPPED IN FILTER FABRIC (IF REQUIRED) UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD FINISHED GRADE SPLIT FACE MODULAR BLOCK 8" MIN. LOW PERMEABILITY SOIL CAP UNIT 24" CONSULTANTS: THI S DOC UM ENT I S THE E XC LU S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-2.10 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-2.00 - SITE DETAILS.DWG\\\C-2.10 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 SITE DETAILS II 1 1 TRC COMMENTS 12.12.2025� 13 N.T.S. SHEA 500 GAL DRYWELL N.T.S. E.V. CHARGING STATION N.T.S. VINYL FENCE DETAIL 12X48 CLASS B 4,500 PSI CONCRETE TO BEAR ON UNDISTURBED SOIL 2 WHITE COLORED VINYL FENCE CONSULTANTS: THI S DOC UM ENT I S THE E XC LU S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 C-2.20 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\C-2.00 - SITE DETAILS.DWG\\\C-2.20 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 SITE DETAILS III 1 1 TRC COMMENTS 12.12.2025 1� UTILITIES UP 132 HALSTED ST - EAST ORANGE FEASIBILITY ANALYSIS 3-STORY MULTIFAMILY BUILDING PARKING: 7 SPACES (1 ADA) UNIT MIX: STUDIO 1 UNIT 1 BR 2 UNITS 2 BR 4 UNITS TOTAL 7 UNITS UP UP RESIDENTIAL LOBBY SETBACK SETBACK SETBACK 01 02 03 04 06 07 DN PROPERTY LINE 05 REFUSE AREA STUDIO/1 BATH 637 SF (ADA) UNIT 001 DN UP 2 BED/1 BATH 896 SF UNIT 101/201 2 BED/1 BATH 843 SF UNIT 102/202 1 BED/1 BATH 662 SF UNIT 103/203 FLOOR PLANS CONSULTANTS: THI S DOC UM ENT I S THE E XC LU S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 A-1.00 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\A-100.DWG\\\A-1.00 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 BASEMENT PLAN 3 1 1/2" = 1' - 0" GROUND FLOOR PLAN 1 1 1/2" = 1' - 0" SECOND-THIRD FLOOR PLAN 2 1 1/2" = 1' - 0" 1 TRC COMMENTS 12.12.2025� 132 HALSTED ELEV. - 101.00 ELEV. - 103.40 ELEV. - 100.86 ELEV. - 101.00 ELEV. - 100.86 ELEV. - 101.00 ELEV. - 102.65 ELEV. - 102.65 ELEV. - 103.40 ELEVATION LEGEND ALUMINUM CORNICE, IRON GRAY. FIBER CEMENT PANELING, COBBLE STONE HARDIE. METAL SCREEN GARAGE ROLL UP DOOR, IRON GRAY. VINYL WINDOW, IRON GRAY. DECORATIVE CANOPY, IRON GRAY. DECORATIVE WALL SCONCE, IRON GRAY. ALUMINUM CAP, IRON GRAY. ROWLOCK WINDOW SILL, RED SUMAC ARRISCRAFT. METAL SCREEN, IRON GRAY. BRICK VENEER, RED SUMAC ARRISCRAFT. STUCCO FINISH, TO MATCH ACCENT PANEL COLOR. FIBER CEMENT ACCENT PANEL, NIGHT GRAY HARDIE. BUILDING ELEVATIONS BUILDING - FRONT ELEVATION 1 BUILDING - RIGHT ELEVATION 2 BUILDING - LEFT ELEVATION 3 BUILDING - REAR ELEVATION 4 CONSULTANTS: THI S DOC UM ENT I S THE E XC LU S I V E PROPERTY OF INGLESE ARCHITECTURE + ENGINEERING. THE DOCUMENT AND THE INFORMATION IT CONTAINS MAY NOT BE REPRODUCED OR USED FOR OTHER THAN THE SPECIFIC PROJECT FOR WHICH IT WAS PREPARED WITHOUT THE EXPLICIT CONSENT OF INGLESE ARCHITECTURE + ENGINEERING. Inglese Architecture + Engineering t. 201.438.0081 www.inglese-ae.com [email protected] 632 Pompton Avenue Cedar Grove, NJ 07009 REVISIONS: SHEET TITLE: SHEET: IAE PROJECT NO: 20029 DEMOLITION APPROVAL SET 09.28.2021 132 HALSTED STREET PROPOSED 7-UNIT 3-STORY MULTIFAMILY RESIDENTIAL BUILDING 132 HALSTED ST, EAST ORANGE CITY, NJ 07018 BLOCK 533, LOT 25 | CASE # PBA-10-25-0034 OWNER: 132 HALSTED URBAN RENEWAL ENTITY, LLC 51 N. WALNUT ST SUITE 102 EAST ORANGE, NJ 07017 SUBMISSIONS: JOHN INGLESE NJ AI00846900 NJ GE02999700 JOAQUIN BOUZAS NJ AI01637300 ALEXANDER MERLUCCI NJ AI02002700 ANTHONY D'AGOSTA III NJ AI02023700 A-2.00 Z:\2020\20029 - NNAETO - HALSTEAD STREET - E ORANGE\2. DRAWINGS\4. APPROVALS\2. SHEETS\A-200.DWG\\\A-2.00 PLANNING BOARD SET PLANNING BOARD SET 04.16.2025 1 1 1 1 TRC COMMENTS 12.12.2025 1 11 1 1 1 1� 1 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 To: Commissioners of the City of East Orange Planning Board; Applicant From: Steven Martini, Senior Associate, PP, AICP Date: January 30, 2026 Subject: 132 Halsted Street (Block 533, Lot 25) Minor Site Plan Approval âCâ Variance Approval Application No.: PB-10-25-0034 Planning Review Memo Our office has reviewed the proposed development plan at 132 Halsted Street (Tax Block 533, Lot 125; Applicant: 132 Halstead URE, LLC). The subject application consists of minor site plan and âCâ variance approval to construct a 3-story, 7-unit multi-family dwelling in the Evergreen Square Halsted District (ESH) of the Transit Village District Redevelopment Area (TVD). We offer the following project summary, recommendations, comments and questions regarding the proposed plan: We have reviewed the following documents: ⢠Zoning Determination dated September 26, 2025. ⢠Site plans and architectural prepared Inglese Architecture + Engineering, consisting of fourteen (14) sheets, dated September 21, 2021 with revisions through April 16, 2025. ⢠Architectural drawings prepared by Vivid Arc, consisting of five (5) sheet, dated December 13, 2022 with revisions through March 31, 2025. Project Site: The project site has a lot area of approximately 5,358 square feet. It consists of one tax lot: Block 533, Lot 25. It is a corner lot with street frontage along Halstead Street (46â) to the west and Harvard Street (115â) to the south. It is an irregularly-shaped lot with a width of approximately 80â and lot depths of approximately 213.03â on the southerly side and 211.36â along the northerly side. The site is currently vacant, however most recently there was a medical office building on the site. � 2 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Neighboring/Surrounding Land Uses: The existing land development pattern consists of a variety of uses. Immediately north of the site, along the same side of Halstead Street, there is a 2.5-story residential dwelling. Slightly further north, there is a 4-story multi-family dwelling. West of the site, along the southwestern corner of Halstead Street and Harvard Street, there is a recently constructed 5-story multi-family dwelling consisting of 60 units(125-129 Halstead Street). South of the site, at the southeastern corner of Halstead Street and Harvard Street, there is a 2.5-story, two-family dwelling. East of the site, along the northern side of Harvard Street, there is a stretch of single-family residential dwellings with a typical building height of 2.5 stories. Project Summary: The proposed project involves the construction of a new 3-story multi-family dwelling containing 7 units (with a bedroom distribution of 1 studio unit, 2 one-bedroom units and 4 two-bedroom units). The first floor will consist of a parking area containing 7 spaces; one of which will be a designated EV charging station. This parking area will be accessed via a curb cut along the Harvard Street frontage. An enclosed refuse area will also be provided within northern side of the parking area. Utility infrastructure will be located at the basement level. The front entrance to the building will be oriented along the Halstead Street frontage. This leads to a residential lobby and stairwell access to the other floors. Additionally, it provides access to the studio unit, which is ADA accessible. This unit will consist of a sleeping area with closet, living/dining area, ADA kitchen, laundry area with washer and dryer, closet, and furnace room. The second and third floors will be identical in layout. Each floor will consist of 1 one￾bedroom unit and 2 two-bedroom units. The one-bedroom unit will consist of bedroom with closet, living/dining room area, kitchen, laundry room with washer and dryer, bathroom, closet, hot water heater room, and furnace room. Each of the two-bedroom units will consist of two bedrooms with closets, living/dining area, kitchen, laundry room with washer and dryer, closet, hot water heater room, and furnace room. Access to these floors will be provided via stairwell along the northerly side of the building.� 3 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Exterior materials proposed will consist of a variety of materials. The first floor will consist of brick veneer with an aluminum cornice decorative canopy separating the first floor from the upper floors. The façade of second and third floors along Halstead Street will be treated with brick veneer on the right (southerly) side and fiber cement paneling on the left (northerly) side. At the top of the dwelling, there will be an aluminum cornice and cap. The windows proposed will be stucco windows with Rockford sills. Along the Havard Street façade, there will be a metal screen roll-up garage door providing access to the parking area. The window placed adjacent to the garage will be metal screen. Regarding lighting, there will be three light fixtures will be mounted on the buildingâs Halstead Street facade. One will be a Outdoor Cast Scone with a mounting height of height of 5 feet and the remaining two will be LED light fixtures at a mounting height of 8 feet. Four wall fixtures will be mounted along the Harvard Street façade, all of which will be LED fixtures with a mounting height of 8 feet. Another LED fixture will be mounted along the rear with a mounting height of 8 feet. It is noted on the lighting plan on Sheet C-1.40 that this fixture will be a âmotion sensor and strict down-light fixtureâ. Regarding landscaping, there will be 6 Hedge Maple trees. Blue glass coverage will be planted in the front, sides and rear yards. Three of these trees will be planted along the Harvard Street frontage, two will be planted along the Halstead Street frontage, and one will be planted within the front yard. Two Summer lasting Raspberry Crape Myrtle shrubs will be planted along the northerly end of the front yard, and four Lilla Smoke Bushes will also be planted in the front yard. Several other site improvements are also proposed. A new sidewalk will be installed along both street frontage. New brick decorative pavement bands will be installed between the sidewalk and a curb. New curbs will be installed along the street frontages, including a curb cut along the Harvard Street frontage, providing vehicular access to the parking area. At the rear of the dwelling, there will be a black wrought iron fence installed with an overall height of 4 feet. A block retaining wall will be constructed in the front yard perpendicular to the dwelling, from the front property line to the building. A walkway will be installed providing pedestrian access from Halstead Street to the front entrance of the dwelling. � 4 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Zoning Review: The project site is located in the Evergreen Halstead Square Sub-District (ESH) of the Transit Village District (TVD) Redevelopment Plan. âMulti-family dwellingsâ is a permitted use throughout the ESH District. As detailed in the TVD Redevelopment Plan, ESH Sub-District is intended to: â[P]romote the revitalization of the district by encouraging adaptive re-use of the many beautiful, established buildings within the district, to encourage new development and land use that will attract business and entertainment venues. The Plan seeks to complement and support Evergreen/Halsted as a âcenterpieceâ hotel and conference center, and to provide a resident popular on that will âbridgeâ and support the commercial nodes of Main Street and Central Avenue. Overall, the plan sought to support and facilitate the ongoing transformation of the City as a whole.â Further, as per the Redevelopment Plan, the objectives of this District are to: ⢠Encourage adaptive reuse and facilitate new construction; ⢠Generate additional revenue to the City; and ⢠Create employment opportunities for East Orange residents. Relief Requested: The applicant is requesting the following relief for the proposes application (which are also highlighted in bold in Table 1): 1. Minimum front yard setback: 15â is the minimum required, whereas 13â is proposed along the Halstead Street frontage and 0â is proposed along the Harvard Street frontage. 2. Minimum side yard setback: 15â is the minimum required, whereas 5â is proposed. 3. Maximum building coverage:60% is the maximum permitted, whereas the applicant proposes 72%.� 5 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 There are several pre-existing, non-conforming conditions that will continue to remain as part of this application, including: 1. Minimum lot area: 20,000 square is the minimum required for multi-family dwellings, whereas 5,358 square feet is proposed. 2. Minimum lot width: 100â is the minimum required, whereas 45.25â is proposed.� 6 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Table 1: 132 Halsted Street â Zoning Requirements Standard Required (ESH) Existing Proposed Variance Minimum lot area 20,000 square feet 5,358 square feet 5,358 square feet No, existing non￾conforming Minimum lot width 100â 100â 45.25â No, existing non￾conforming Minimum front yard setback 15â Halstead Street / 15â Harvard Street N/A 13â (Halstead Street) / 0â (Harvard Street) Yes, both front yards Minimum rear yard setback 10â N/A 10â No Minimum side yard setback 10â N/A 5â (northerly side) Yes Maximum building coverage 60% N/A 72% Yes Maximum lot coverage 80% N/A 72.5% No Maximum building height (feet/stories) 8 stories N/A 3 stories No Minimum parking spaces 1 space per unit N/A 7 spaces No� 7 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Standards for Granting Relief C Variances The Municipal Land Use Law (MLUL) at N.J.S.A. 40:55D-70c sets forth the standards for variances from the bulk regulations of a zoning ordinance. A c(1) variance is for cases of hardship due to a) exceptional narrowness, shallowness or shape of a specific property, or b) by reason of exceptional topographic conditions or physical features uniquely affecting a specific piece of property or c) by reason of an extraordinary and exceptional situation uniquely affecting a specific piece of property or the structures lawfully existing thereon. A c(2) variance may be granted where the purposes of the Municipal Land Use Law would be advanced by deviation from the zoning ordinance requirements, that the variance can be granted without substantial detriment to the public good, that the benefits of the deviation would substantially outweigh any detriment and that the variance will not substantially impair the intent an purpose of the zone plan and zoning ordinance. The benefits identified in granting a c(2) variance must include benefits to the community as a whole, not only the applicant of the property owner. A c-variance applicant must address the ânegative criteria,â and affirmatively demonstrate that the variance can be granted âwithout substantial detriment to the public goodâ and âwithout substantial impairment to the intent and purpose of the zone plan and zoning ordinanceâ. � 8 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Planning Comments: We offer the following considerations regarding the project: 1. The proposed multi-family residential dwelling is a permitted use in the ESH District. 2. Several pre-existing non-conforming conditions will continue to remain a part of this application include: ⢠Minimum lot area (20,000 square feet is the minimum required, whereas 5,358 square feet is existing and will remain) ⢠Minimum lot width (100â is the minimum required, whereas 42.5â is existing and will remain) 3. The applicant shall confirm that the proposed lighting will not still over onto any adjacent residential properties. Further, the applicant shall demonstrate compliance with any lighting requirement. 4. The applicant shall confirm how the proposed residential dwelling will physically fit into the surrounding land development pattern surrounding the site along the eastern side of Halsted Street. 5. The applicant shall demonstrate compliance with glazing requirements as per Section 51-87.B. of the Cityâs Zoning Ordinance. These measurements did not appear to be provided on the site plans/architectural drawings. 6. On Sheet A-1.00, for the one-bedroom unit, the label should be changed from âBedroom 2â to âBedroom 1â. 7. The Applicant shall discuss if any rooftop green features can be provided in efforts to mitigate the impacts of the excess building coverage proposed (e.g., planters, rooftop gardens, etc.). 8. The applicant shall confirm the proposed width of the new sidewalk. Also, the applicant shall confirm the proposed width of the front entrance walkway as well as the proposed material to be installed (e.g. concrete). 9. On Sheet C-1.40, there are three light fixtures (one wall mounted scone and two LED wall mounted fixtures) shown to be installed along the buildingâs Halstead � 9 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Street façade, however on Sheet A-2.00, there are four light fixtures shown on the front building elevation. The applicant shall confirm the quantity proposed and correct the discrepancy accordingly. 10. The applicant shall testify if there will be any common amenities will be provided as part of the proposed multi-family dwelling (e.g., passive recreation space or seating areas, multi-purpose room, gym, rooftop green space, co-working space, outdoor cooking equipment, etc.). 11. The applicant shall discuss if there is any additional landscaping proposed (i.e., along the rear property line contiguous with the residential dwelling along Harvard Street). 12. The Applicant shall provide testimony regarding safety, parking and vehicular/pedestrian circulation onsite. 13. Several pre-existing non-conforming conditions will continue to remain a part of this application include: a. Minimum lot area: 20,000 square is the minimum required for multi￾family dwellings, whereas 5,358 square feet is proposed. b. Minimum lot width: 100â is the minimum required, whereas 45.25â is proposed. Conclusion The above comments are based on the review of the materials submitted to date. Nishuane Group reserves the right to provide new or updated comments as additional information becomes available. This Report should be cross-referenced with the Board Engineerâs Review Memo.� 10 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Map 1: Aerial Map of project site at 132 Halstead Street (Source: Google Maps). Harvard Street Harvard Street Halstead Street� 11 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Map 2: Portion of the City of East Orange Zoning Map depicting the project site (shown in red) in the Evergreen Halstead Redevelopment Area of the Transit Village District (Source: 2017 City of East Orange Zoning Map).� 12 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 1: View of project site from the Halsted Street (left) and Harvard Street (right) frontages.� 13 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 2: Immediately south of the site, at the southeastern corner of Halstead Street and Harvard Street, there is a 2.5-story residential dwelling.� 14 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 3: West of the site, along the southwestern corner of Halstead Street and Harvard Street, there is a recently constructed 5-story multi-family dwelling consisting of 60 units. � 15 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 4: North of the site, along the same side of Halstead Street, there is a 2.5-story residential dwelling.� 16 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 5: A 4-story multi-family dwelling is situated slightly further north along the same side of Halstead Street.� 17 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 6: Slightly further north and west of the site, there are 4-story multi-family dwellings.� Inglese Architecture + Engineering December 30th, 2025 East Orange City Technical Review Committee 44 City Hall Plaza East Orange, NJ 07018 Re: 132 Halsted Street East Orange City, NJ 07018 Block 533, Lot 25 Submission for Technical Review Case # PBA-10-25-0034 To whom it may concern, This letter is meant to address comments from the technical review meeting that took place virtually on November 26th , 2025, regarding the above noted property. Below you will find the comments in âItalicâ with Inglese Architecture & Engineeringâs responses thereafter in bold. 1. Add project name and short narrative description of development including impact on surrounding uses. Project Narrative has been added to the Title Sheet. See sheet T-1.00 2. Submit signed and sealed survey that is updated within one year of application submission. All sheets referencing the survey have been updated and each survey note has been updated as well. 3. Update survey to show vacant land and use dashed lines for structures to be removed, solid lines for structures to remain. New survey shows the previously existing building footprint as a dashed line and includes itâs previous setback dimensions. See sheet C-1.00. 4. Add note on cover sheet that site is not located in flood zone. Note has been added to the Title Sheet stating that the site is not located in a flood zone. See sheet T-1.00. 5. Add sanitary sewer and drainage information with pipe sizes and material. Sanitary Sewer and Drainage pipe information are displayed on the Grading, Drainage, and Utility Site Plan. See sheet C-1.20. 6. Add existing lighting, illumination power and hours of operation details. Lighting notes including illumination power and hours of operation details are included on the Lighting Site Plan. See sheet C-1.40.� 7. Add square footage information for proposed structures. Square footage information for proposed structure has been added to the Dimensional Site Plan. See sheet C-1.10. 8. Include signage plan with details if custom signage is needed. Signage Requirement has been added to the Zoning Chart on the Title Sheet. See sheet T-1.00. 9. Verify and call out fire hydrant location within 400 feet of property. Existing fire hydrant within 400 feet of the property has been shown and identified on the Grading, Drainage and Utility Site Plan. See sheet C-1.20. 10. Coordinate utility connections with surveyor showing sizes, material, slope, and direction of flow. Utility connections have been coordinated with the survey and are shown on the Grading, Drainage and Utility Site Plan. See sheet C-1.20. 11. Add landscaping schedule to dimensional site plan. Proposed Planting Schedule has been moved to the Landscaping Site Plan Notes. See new sheet C-1.11. 12. Add proposed fence color and create separate detail for fence. Proposed fence color and separate detail for the fence have been added to the Detail Sheet. See sheet C-2.20. 13. Add material colors to building elevation drawings. Material colors are noted in the legend on the building elevation sheet. See sheet A-2.00. 14. Add finished grade elevations on both sides of building views. Spot elevations are noted at the corners of each building façade view and have been coordinated with the grading plan. See sheet A-2.00. 15. Update drywell design from 25-year to 100-year storm requirement. The proposed drywell calculations have been updated to show that the drywell is adequately sized for the 100-year storm volume. See sheet C-1.20. 16. Contact DPW before construction for permits and inspection requirements. Noted. 17. Switch street trees from Hedge maple to preferred species from city list. Proposed street trees species have been revised to propose a compliant species per the City of East Orange Preferred Tree List. See new sheet C-1.11. 18. Submit response letter with revision notes and bubble changes on drawings. Response letter with revision notes and bubble changes on drawings to be provided in revised drawing set. Please feel free to contact our office if you have any issues or comments. Sincerely, Soufiane El Moussi, PE�