Planning Board Regular Meeting Agenda 4-1-2026 PB 40126 REG MTG AGENDA.PDF Hearing Documents 4-1-2026 DYNAMIC-LENFAM-EAST ORANGE-SITEPLAN-REV 3-SIGNED.PDF ORD TO INVESTIGATE.PDF OWNERS CONSENT EXE.PDF SITE PLANS-MAJOR.PDF WENDYS E ORANGE - AFFIDAVIT OF MAILING PACKAGE WITH EXHIBITS (1237529 1).PDF ZONING DETERMINATION FORM.PDF ZONING DETERMINATION.PDF ZOOM LINK FOR PUBLIC NOTICE.PDF 3-19-26 AGURTO PUBLIC -121 HOLLYWOOD.PDF 121 HOLLYWOOD AFFIDAVIT 200 FT LIST AND NOTICES.PDF 121 HOLLYWOOD AV FILED APPL.PDF 121 HOLLYWOOD AVENUE_PLANNING REVIEW_03 27 2026.PDF 121 HOLLYWOOD REVISED PLANS.PDF 121 HOLLYWOOOD BOUNDRY TOPO SURVEY.PDF 177 183 N ARLINGTON AFFIDAVIT OF SERVICE AND PUBLICATION.PDF 177 N ARLINGTON EXECUTIVE SUMMARY - REVISED.PDF 275 CENTRAL WENDYS FILED APPLICATION.PDF 429 SPRINGDALE ONLINE NTC.PDF 2026 2 12 LTR TO A COHEN RE CODIFICATION OF NORTH AVENUE REDEVELOPMENT PLAN.PDF DRAFT ORDINANCE CODIFY NORTH ARLINGTON AVENUE REDEVELOPMENT PLAN.PDF DYNAMIC-LENFAM-EAST ORANGE-RESUBMISSION LETTER-REV-0.PDF Site Plan Review Packet 4-1-2026 EXECUTIVE SUMMARY.PDF ORD TO INVESTIGATE.PDF SITE PLANS-MAJOR.PDF ZONING DETERMINATION.PDF 2026 2 12 LTR TO A COHEN RE CODIFICATION OF NORTH AVENUE REDEVELOPMENT PLAN.PDF Wendys Initial Submittal 4-1-2026 DYNAMIC-LENFAM-EAST ORANGE-SITEPLAN-REV 2-SIGNED.PDF INITIAL SUBMITTAL - NOVEMBER 21 2025.PDF 275 CENTRAL AVE E ORANGE NJ_ELEV AND EQUIP_2025-11-10.PDF 1. Documents: 2. Documents: 3. Documents: 4. Documents:� PB Regular Meeting April 1, 2026 1 44 CITY HALL PLAZA, EAST ORANGE, NJ 07018 REGULAR MEETING APRIL 1, 2026 @ 7PM VIA ZOOM Click the link to join: https://us06web.zoom.us/j/87223250314?pwd=eNdnsAihP8FaxnvhFMM8t4yBWWbL0q.1 Passcode: 922858 Join our meeting by phone: Dial-In (Audio Only): (309) 205-3325 or (646) 931-3860 Webinar ID: 872 2325 0314 Passcode: 922858 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 REGULAR MINUTES OF MARCH 4, 2026 Commissioners eligible to vote: Awe, Onyeani, St. Clair, Gonano, Kivuitu. III. MEMORIALIZATION OF RESOLUTIONS 1. 1. PBA-10-25-0034 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. Approved March 4, 2026 Commissioners eligible to vote: Awe, Onyeani, St. Clair, Gonano, Kivuitu. 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 April 1, 2026 2 2. PBA-03-25-0011 APPLICANT: Michael Bunbury PROPERTY ADDRESS: 90 Prospect Street (Block 552.01, Lot 11) PRESENTER: Ryan Linder, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks minor subdivision bulk variance approval to construct a two-familly residence. This site is located in the TR3 zone where the use is not permitted. Approved March 4, 2026 Commissioners eligible to vote: Awe, Onyeani, St. Clair, Gonano, Kivuitu. IV. CALENDAR OF OLD BUSINESS PBA-03-25-0034 (RECONSIDERATION) 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 major preliminary and final site plan and bulk variance to construct . This site is located in the R-2 zone 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. CALENDAR OF NEW BUSINESS 1. PBA- 03-26-0003 APPLICANT: Aivilo & Partners, LLC/Michele Delisfort PROPERTY ADDRESS: 177-183 North Arlington Ave (Block 361, Lots 5 & 6) PRESENTER: Reggie Jenkins, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks major preliminary and final site plan approval to construct a five(5)-story, 116 unit senior residential building. This site is located in the located in the C-1 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. 2. PBA-06-25-0021 APPLICANT: Argurto Legacy, LLC/Jose Agurto PROPERTY ADDRESS: 121 Hollywood Ave. (Block 20, Lot 13) PRESENTER: Robert Taylor, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks minor � PB Regular Meeting April 1, 2026 3 site plan approval and bulk variance to construct a three-family dwelling. This site is located in the North Arlington Redevelopment area where the use 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 3. PBA- 07-25-0022 – Request for Adjournment APPLICANT: Spylen Benefit, Inc./Constantine Lenas PROPERTY ADDRESS: 275 Central Ave. (Block 420, Lot 9.02) PRESENTER: John P. Wyciskala, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks major preliminary and final site plan approval to upgrade the condition of Wendys. This site is located in the C-1 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 VII. COMMUNICATIONS AND CORRESPONDENCE The next Planning Board regular meeting is scheduled for Wednesday, May 6, 2026 at 7:00 p.m. via Zoom. VIII. 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SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200� BOUNDARY & TOPOGRAPHIC SURVEY ● FINAL SURVEYS HYDROGRAPHIC SURVEY ● CONSTRUCTION STAKEOUT ALTA/NSPS LAND TITLE ● FOUNDATION LOCATION Offices conveniently located at: LAKE COMO, NEW JERSEY ● T: 732.974.0198 CHESTER, NEW JERSEY ● T: 908.879.9229 MARLTON, NEW JERSEY ● T: 856.334.2000 NEWARK, NEW JERSEY ● T: 973.755.7200 TOMS RIVER, NEW JERSEY ● T: 732.974.0198 NEWTOWN, PENNSYLVANIA ● T: 267.685.0276 PHILADELPHIA, PENNSYLVANIA ● T: 215.253.4888 BETHLEHEM, PENNSYLVANIA ● T: 610.598.4400 ALLEN, TEXAS ● T: 972.534.2100 HOUSTON, TEXAS ● T: 281.789.6400 AUSTIN, TEXAS ● T: 512.646.2646 DELRAY BEACH, FLORIDA ● T: 561.921.8570 ANNAPOLIS, MARYLAND ● T: 410.567.5000 50 Park Place Suite 901 Newark, NJ 07102 T: 973.755.7200 New Jersey Certificate of Authorization No. 24GA28228800 CRAIG BLACK ã www.dynamicec.com� CITY COUNCIL OF EAST 0 CITY CLERK'S OFFICE EAST ORANGE, N.J. UTION o. I /5°" 1 Resolution offered by Council Membe.._ ___ �IIUJl.l-,..___ ___ -1------- RESOLUTION OF THE CITY OF EAST ORANGE, COUNTY OF ESSEX, NEW JERSEY DESIGNATING CERTAIN PROPERTY IDENTIFIED AS BLOCK 271.01, LOTS 20, 21, 24 AND 25; AND BLOCK 361, LOTS 5 AND 6 ON THE CITY TAX MAP, ALONG WITH THE ADJACENT PUBLIC STREETS, AS A NON-CONDEMNATION REDEVELOPMENT AREA PURSUANT TO THE LOCAL REDEVELOPMENT AND HOUSING LAW, N.J.S.A. 40A:12A-1 ET SEQ. WHEREAS, the Local Redevelopment and Housing Law, NJS.A. 40A:12A-1 et seq., as amended and supplemented (the "Redevelopment Law"), authorizes municipalities to determine whether certain parcels of land located therein constitute an area in need of redevelopment; and WHEREAS, on July 27, 2020, the municipal council (the "City Council") of the City of East Orange (the "City") adopted Resolution No. I-214 authorizing and directing the City's Planning Board to conduct an investigation of the following properties identified on the tax maps and tax records of the City as: Block, Lot Address Block 271.01, Lot 20 168-174 North Arlington Avenue Block 271.01, Lot 21 164 North Arlington Avenue Block 271.01, Lot 24 152 North Arlington Avenue Block 271.01, Lot 25 148 North Arlington Avenue Block 361, Lot 5 177 North Arlington Avenue Block 361, Lot 6 183 North Arlington Avenue along with the adjacent public streets ( collectively, the "Study Area"), and to recommend to the City whether the Study Area should be designated as a non-condemnation redevelopment area in accordance with the Redevelopment Law; and . WHEREAS, in areas designated as non-condemnation redevelopment areas, the City may use all of those powers provided under the Redevelopment Law for use in a redevelopment area, except the power of eminent domain; and WHEREAS, the Planning Board caused Nishuane Group, LLC (the "Planning Consultant") to conduct a preliminary investigation of the Study Area in accordance with the Redevelopment Law; and WHEREAS, the Planning Consultant prepared a map of the Study Area and an investigation report entitled, "North Arlington Avenue Area in Need of Redevelopment Investigation Non-Condemnation" dated February 3, 2021 (the "Study"); and WHEREAS, on February 3, 2021, pursuant to the Redevelopment Law, the Planning Board held a duly noticed public hearing concerning the Study, giving all persons who are interested in or would be affected by a determination that the Study Area is an area in need of redevelopment the opportunity to be heard; and WHEREAS, at said public hearing, the Planning Board considered the Study, heard the comments of the Planning � CITY COUNCIL OF EAST ORANGE Consultant, opened the meeting for public comment, and deliberated on the matter using the criteria set forth in the Redevelopment Law; and WHEREAS, the Planning Consultant concluded in the Study and testified to the Planning Board that the Study Area satisfies the criteria for redevelopment area designation set forth in the Redevelopment Law, and should be designated as a non-condemnation redevelopment area; and WHEREAS, on February 3, 2021, the Planning Board voted to recommend to the City that the Study Area be designated as a non-condemnation redevelopment area and said recommendation was memorialized via the adoption of a resolution by the Planning Board on April 7, 2021; and WHEREAS, the City Council agrees with the recommendation of the Planning Board and finds that such conclusion is supported by substantial evidence as set forth in the Study; and WHEREAS, the City Council desires to designate the Study Area as a non-condemnation redevelopment area, pursuant to N.J.S.A. 40A: 12A-6, NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of East Orange, New Jersey as follows: Section 1. forth at length. Recitals Incorporated. The aforementioned recitals are incorporated herein as though fully set Section 2. Non-Condemnation Redevelopment Area Designated. Based upon the Study and • the recommendation of the Planning Board, the Study Area satisfies the criteria for redevelopment area designation as set forth in the Redevelopment Law. Specifically, Criteria !1,.. applies to Block 271.01, Lots 25 and Block 361, Lot 5, as the buildings and structures on these properties have fallen into a state of disrepair and are not habitable based on their existing physical conditions. Criteria C applies to Block 271.01, Lots 20, 21 and 24, and Block 361, Lot 6, as each of these properties have been vacant for more than ten years and, due particularly to changes in topography, are not likely to be redeveloped through the instrumentality of private capital. In addition, Block 361, Lot 6 is owned by the City. Criteria D applies to Block 361, Lot 5, as the site improvements and structures on this property have fallen into a state of disrepair and are detrimental to the public health, safety, morals, and general welfare of the community. Criteria H applies to all of the properties in the Study Area, as the entire Study Area is consistent with smart growth planning principles. For all of these reasons, the Study Area is hereby designated as a non-condemnation redevelopment area and the Planning Board is hereby directed to prepare a redevelopment plan for the Study Area. Section 3. Transmission of Resolution. The City Clerk is hereby directed to transmit a copy of this Resolution to the Commissioner of the New Jersey Department of Community Affairs pursuant to N.J.S.A. 40A: 12A-6b(5)( c) of the Redevelopment Law. Section 4. Mailing ofNotice. The City Clerk is hereby directed to serve, within ten (10) days hereof, a copy of this resolution upon (i) all record owners of property located within the Study Area, as reflected on the tax assessor's records, and (ii) any person who filed a written objection with respect to the designation of the Study Area as an area in need of redevelopment. Section 5. Severability. If any part of this resolution shall be deemed invalid, such parts shall be severed and the invalidity thereby shall not affect the remaining parts of this resolution. � CITY COUNCIL OF EAST ORANGE Section 6. of the City Clerk. Resolution on File. A copy of this resolution shall be available for public inspection at the offices Section 7. Effective Date. This Resolution shall take effect immediately. Council Member AYE NAY N.V. A.B GOMEZ v/ BRENT PULLINS v' GARRETT-WARD .,,,✓- LENEUS ✓✓- X -Indicates Vote A.B. - Absent Action on Veto- ✓ To Sustain Approved as to: Council Member AYE NAY N.V. HOLMAN v/ AWE v·/ LEWIS 1,,/' CLAYBROOKS i/' JAMES v N.V - Not Voting (Abstained or Excused) ✓✓ To Over-Ride VOTES REQUIRED ___ _ Factual Contents ---1-----,t;...;.----;---'Appropriation______________ , _ Comptroller ( Form and Legality _____ ,.,__ __ ._ ____ _ c!ounsei' Tabled __ .....;;:.;, __ ,,..::.. _____ -4-___ ---: Removed from Table __________ _ , ' A.B. Presentecfto Mayc&-,t.4z:L.�.;q_..fllt���"'-.1.....- / ,� Adopt,;d --....-.....1....�:...:..,.-"'-rl-..._-----2021 App�dved --4�'/2::;2�:C:..:.;.�=::__ __ _ _________________ Mayor Ted R. Green ii Chairman , / --LA / - City Clerk / , Entered o, Council Minutes, Page _____ _ � VIA ELECTRONIC MAIL ONLY Ryan Linder, Esq. Corporation Counsel Office of Corporation Counsel City of East Orange 44 City Hall Plaza East Orange, New Jersey 07019 Re: City of East Orange May 12, 2021 North Arlington Study Area (Scattered Sites)-Resolution Designating the Area as a Non-Condemnation Redevelopment Area Dear Mr. Linder: We have prepared the following resolution designating the North Arlington Study Area as a Non-Condemnation Redevelopment Area in accordance with the Local Redevelopment and Housing Law, N.J.S.A. 40A:12A-l et seq., Council Resolution No. I-214 adopted on July 27, 2020 and the Planning Board Resolution adopted April 7, 2021: "Resolution of the City of East Orange, in the County of Essex, New Jersey Designating Certain Property Identified as Block 271.01, Lots 20, 21, 24 and 25; and Block 361, Lots 5 and 6 on the City Tax Map, along with the adjacent public streets, as a Non-Condemnation Redevelopment Area pursuant to the Local Redevelopment and Housing Law, N.J.S.A. 40A:12A-1 et seq." We approve the foregoing as to form and legality. If you have any questions, please do not hesitate to contact our office. Sincerely, Jennifer L. Credidio Cc: Solomon Steplight, City Administrator Daniel Jennings, Director of Policy, Planning & Development Dorothy Gallagher, Chief Financial Officer � CONSENT OF OWNER FOR PLANNING BOARD APPLICATION 1,_Kenneth Pasrick Maher __, hereby certify a follows: a. Tam the Senior Vice President _ of Local Initiatives Support Corporation, the sole member of Neighborhood Properties, LLC, which is the sole member of Neighborhood Propertics of NJ, LLC. b.. Neighborhood Properties of NJ, LLC is the property owner of Block 361, Lot § of the City of East Orange (the “Property”. ©. Aivilo & Partners, LLC is the contract purchaser of the Property. 4. Lam aware and consent 0 Aivilo & Partners, LLC's pplication to the City of East Orange regarding its application to develop the Property with a 100% offordable. senior housing development with 116 units. Property Owner: NEIGHBORHOOD PROPERTIES OF NJ, LLC By: NEIGHBORHOOD PROPERTIES, LLC, is sole member By: LOCAL INITIATIVES SUPPORT CORPORATION, its sole member w: Cenneth Patrick Maher | Tile: Senior Vice President Sworn before me this ZT Nay of Masch, 2026 Notary Public JENIFER AKUBICK] NOTRY PUBLIC SATE OF oR pes Quiet Ques Com Granites Cones ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY TITLE SHEET NORHTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/28/2026 NONE G100 1 OF 13 GENERAL NOTES 1. ALL CONSTRUCTION AND DEMOLITION SHALL CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. CONTRACTOR HAS SOLE RESPONSIBILITY FOR SITE SAFETY; WAYS, MEANS, AND METHODS OF CONSTRUCTION; AND SHALL CONFORM TO AND ABIDE BY ALL CURRENT OSHA STANDARDS OR REGULATIONS. SAFE CONSTRUCTION PRACTICES REMAIN THE OBLIGATION OF THE CONTRACTOR. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE FEDERAL, STATE, AND LOCAL PERMITS PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL PERFORM THE WORK IN A FINISHED AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 3. ALL CONTRACTORS MUST CALL THE NEW JERSEY ONE CALL SYSTEM (1-800-272-1000) TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO ANY DEMOLITION, CONSTRUCTION, ABANDONMENT, SOILS INVESTIGATION, AND/OR EXCAVATIONS. 4. EXISTING UTILITY INFORMATION AS SHOWN HEREON IS BASED UPON PROVIDED UTILITY MARK-OUTS WHICH WERE OFFSITE AT THE TIME OF THE TOPOGRAPHIC SURVEY. 5. THE OWNER AND CONTRACTOR ARE DIRECTED TO THE FACT THAT THE APPROXIMATE LOCATIONS OF UTILITY STRUCTURES AND FACILITIES (INCLUDING BUT NOT LIMITED TO SANITARY SEWERS, STORM SEWERS, POTABLE WATER LINES AND APPURTENANCES, NATURAL GAS LINES, ELECTRIC, TELEPHONE AND CATV LINES AND UNDERGROUND STORAGE TANKS) THAT MAY BE ENCOUNTERED WITHIN AND ADJACENT TO THE LIMITS OF THE WORK ARE SHOWN ON THE PLANS. THE ACCURACY AND COMPLETENESS OF THIS INFORMATION IS NOT GUARANTEED BY THE ENGINEER, AND THE OWNER AND CONTRACTOR ARE ADVISED TO VERIFY (IN THE FIELD) ALL THE FACTS CONCERNING THE LOCATION AND ELEVATION OF THESE UTILITIES OR OTHER CONSTRUCTION OBSTACLES IMPACTED BY NEW CONSTRUCTION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING, PRIOR TO CONSTRUCTION, OF ANY DISCREPANCIES WHICH MAY AFFECT THE PROJECT DESIGN. 6. THE ENGINEER HAS NOT PERFORMED ANY SUBSURFACE INVESTIGATION TO IDENTIFY UNDERGROUND STRUCTURES AND/OR ANY SUBSURFACE CONTAMINATION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE CLEANUP WITHIN THE CONSTRUCTION AREA AND SHALL DISPOSE OF DEBRIS IN ACCORDANCE WITH ANY LOCAL, STATE, AND FEDERAL REGULATIONS. 8. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST EDITION; UNLESS OTHERWISE SUPERSEDED BY PROJECT DETAILS AND SPECIFICATIONS. ALL MATERIAL, AND LABOR COSTS SHALL BE FIXED FOR THE DURATION OF THE CONSTRUCTION CONTRACT. 9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS INCLUDING ROAD OPENING PERMITS, PREPARATION OF TRAFFIC CONTROL PLANS, INSTALLATION AND MAINTENANCE OF TRAFFIC CONTROL, AND COORDINATION OF ALL INSPECTIONS REQUIRED BY THE CITY OF NEWARK, COUNTY OF ESSEX, NEWARK WATER AND SEWER, PUBLIC SERVICE ELECTRIC & GAS, AND ANY OTHER APPLICABLE AGENCY HAVING JURISDICTION OVER THE PROJECT. 10. ANY DAMAGE TO PUBLIC STREETS, CURBS, SIDEWALKS AND UTILITIES AS A RESULT OF SITE CONSTRUCTION ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR. 11. CONSTRUCTION MAY REQUIRE MULTIPLE MOBILIZATIONS, CONTRACTOR SHALL COORDINATE PROPOSED WORK SCHEDULE AND APPROACH WITH OWNER. 12. ON GOING OPERATIONS MAY CONTINUE WITHIN PORTIONS OF THE FACILITY. CONTRACTOR SHALL MAINTAIN ACCESS AS APPROPRIATE AND SHALL COORDINATE WITH OWNER. 13. ALL INTERRUPTIONS TO UTILITY SERVICE, ACCESS, OR OPERATIONS OF ANY KIND REQUIRE PRIOR NOTIFICATION AND APPROVAL BY OWNER. 14. THE CONTRACTOR SHALL PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL DEVICES AS MAY BE NECESSARY WITHIN THE PROJECT FOR THE PROTECTION AND THE SAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT CONSTRUCTION. SHEET INDEX TAX MAP / 200' RADIUS SHEET 22 SCALE 1" = 200' PRELIMINARY & FINAL SITE PLAN APPROVAL AIVILO AND PARTNERS "NORTH ARLINGTON AVENUE APARTMENTS" 177-183 NORTH ARLINGTON AVENUE / BLOCK 361, LOTS 5 & 6 EAST ORANGE, NEW JERSEY, 07017 NEW 5 STORY- LOW-RISE 116 UNIT SENIOR RESIDENTIAL BUILDING TITLE SHEET NOTES 1. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW 5 STORY 116 UNIT MULTIFAMILY RESIDENTIAL BUILDING WITH GROUND LEVEL GARAGE PARKING (100) SPACES. THE FOUR UPPER FLOORS OF RESIDENTIAL BUILDING CONSISTS OF MIX OF (3) STUDIO, (17) ONE-BEDROOM & (9) TWO-BEDROOM APARTMENTS PER FLOOR. THERE WILL BE A TOTAL OF (29) APARTMENTS PER FLOOR AND TOTAL APARTMENT COUNT OF 116 FOR THE DEVELOPMENT. PROJECT SITE KNOWN AND DESIGNATED AS BLOCK 361, LOTS 265 & 6 AS SHOWN ON THE CURRENT TAX ASSESSMENT MAP OF THE CITY OF EAST ORANGE NEW JERSEY, CONTAINING 57,499 SQUARE FEET (1.32 ACRES) OF LAND. 2. BUILDING DIMENSIONS BASED ON PROPOSED FLOOR PLANS PREPARED BY OCA ARCHITECTS INC., DATED 01/28/2026 3. HORIZONTAL DATUM: DEED. VERTICAL DATUM: NAVD 88. 4. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS, FLOOR PLANS. 5. THESE PLANS HAVE BEEN PREPARED FOR THE PURPOSE OF SITE PLAN REVIEW AND APPROVAL. THE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL FINAL APPROVALS HAVE BEEN OBTAINED, AND ALL CONDITIONS OF THE APPROVALS HAVE BEEN SATISFIED. 6. THIS PLANSET CONSISTS OF TWELVE (12) SHEETS. INDIVIDUAL PAGES SHALL NOT BE UTILIZED FOR CONSTRUCTION ON THEIR OWN AS NOTES AND INFORMATION PROVIDED ON OTHER SHEETS MAY IMPACT WORK REQUIREMENTS. CONTRACTOR SHALL REVIEW AND UTILITIES ENTIRE PLAN SET FOR CONSTRUCTION. 7. CENTER SITE COORDINATES: 573,815 N, 704,437 E, PER THE NJ STATE PLANE COORDINATE SYSTEM. 8. THE PROJECT IS LOCATED IN AN AREA DETERMINED NOT TO BE WITHIN 100 YEAR FLOODPLAIN, PURSUANT TO THE PRELIMINARY FLOOD INSURANCE RATE MAP (FIRM) #34013C0114F, DATED 06/04/2007, PANEL #114 OF 200. 9. NO WETLANDS OR WETLAND TRANSITION APPEAR TO EXIST ONSITE. 10. NO HAZARDOUS MATERIALS ARE PROPOSED ON-SITE. 11. NEW CURBS AND SIDEWALK ARE REQUIRED AT THE PROPERTY FRONTAGES. ALL WORK SHALL CONFORM TO CITY STANDARDS AND SHALL BE REPLACED IN KIND) 12. A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION ACTIVITY AT THE SITE. 13. A STREET AND/OR OCCUPANCY PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO ANY WORK IN OR OCCUPANCY OF THE PUBLIC RIGHT OF WAY. 14. A SIDEWALK CONSTRUCTION PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO SUCH WORK. 15. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE OF NEW JERSEY WORKER HEALTH AND SAFETY ACT IN.J,A.C.12:110 ET SEOI AS AMENDED AND THE UNITED STATES OCCUPATIONAL SAFETY AND HEALTH ACT <OSHAl129 CFR 19101, AS AMENDED WITH REGARD TO WORKER AND JOBSITE SAFETY. 16. THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND/OR PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 17. EAST ORANGE CODE 238-58.1 PERMIT REQUIRED. NO PERSON SHALL CONSTRUCT OR RESET SIDEWALKS OR DRIVEWAYS IN ANY WAY FOR ANY PURPOSE WHATSOEVER WITHOUT FIRST OBTAINING FROM THE DIRECTOR OF PUBLIC WORKS A PERMIT THEREFOR. 18. THIS PLAN-SET REFERENCES A BOUNDARY & TOPOGRAPHIC SURVEY BY PRONESTI SURVEYING., SIGNED & SEALED BY MICHAEL PRONESTI PLS., FOR 177-183 NORTH ARLINGTON AVENUE, BLOCK 361 LOTS 5 & 6, DATED 11/11/2025. 19. SAID SURVEY HAS BEEN PREPARED FOR AIVILO & PARTNERS AND REFERENCED BY GRANT ENGINEERING & CONSTRUCTION GROUP, LLC. ON THE PLANS. 20. SAID SURVEY IS FOR 177-183 NORTH ARLINGTON AVENUE, BLOCK 361, LOTS 5 & 6 AS SHOWN ON THE TAX MAPS OF ESSEX COUNTY, EAST ORANGE, NEW JERSEY. ZONING MAP (NW DISTRICT) ZONE: NORTH WALNUT STREET REDEVELOPMENT AREA FIRM (6/04/07) - ZONE X: NON - FLOOD ZONE MAP# 34013C0114F - PANEL 114 OF 200 SANBORNE MAP (1911) SHEET 108 SCALE: 1" = 100' 1 OF 13 G100 TITLE SHEET 2 OF 13 V100 TOPOGRAPHIC SURVEY 3 OF 13 C100 DEMOLITION PLAN & DRAINAGE AREAS 4 OF 13 C101 SITE DIMENSIONAL & LANDSCAPING PLAN 5 OF 13 C102 TRAFFIC CIRCULATION PLAN 6 OF 13 C103 LIGHTING PLAN 7 OF 13 C104 GRADING, DRAINAGE & UTILITY PLAN 8 OF 13 C105 DRAINAGE & UTILITY PROFILES 9 OF 13 C106 SOIL EROSION & SEDIMENT CONTROL PLAN 10 OF 13 C107 SOIL EROSION NOTES 11 OF 13 C108 CONSTRUCTION DETAILS 12 OF 13 P100 PHOTOS I 13 OF 13 P101 PHOTOS II ARCHITECT: OCA ARCHITECTS, INC. 211 WARREN STREET, SUITE 218 NEWARK, NJ 07103 OWNER / APPLICANT: AIVILO & PARTNERS PUBLIC UTILITIES (CITY OF EAST ORANGE) ELECTRIC & GAS PUBLIC SERVICE ELECTRIC AND GAS COMPANY MANAGER, CORPORATE PROPERTIES 80 PARK PLAZA, T6B NEWARK, NJ 07102 WATER & SEWER CITY OF EAST ORANGE WATER DEPARTMENT 106 GROVE STREET EAST ORANGE, NJ 07017 CABLE TELEVISION COMCAST 257 PROSPECT AVENUE, STORE #8 WEST ORANGE, NJ 07052 TELEPHONE VERIZON 540 BROAD STREET NEWARK, NJ 07101 EXISTING USE - VACANT LOT. PROPOSED USE - 5 STORY 116-UNIT SENIOR RESIDENTIAL BUILDING. APPROVED BY THE PLANNING BOARD OF THE CITY OF EAST ORANGE AT A MEETING HELD ON THE ___ DAY OF __ PLANNING BOARD BOARD SECRETARY CITY CLERK CITY ENGINEER RESOLUTION NUMBER DATE AERIAL KEY MAP NJ-GEOGRAPHICAL INFORMATION NETWORK - SCALE: 1" = 200' SANBORNE MAP (1911) SHEET 108 SCALE: 1" = 100' SITE LOCATION SITE LOCATION SECTION 51-87.D: MINIMUM DWELLING UNIT OR APARTMENT SIZES FLOORS UNIT TYPE REQUIRED SIZE (SF) PROVIDED SIZE (SF) TOTAL UNIT COUNT COMPLIANT FLOOR 1 N/A N/A N/A N/A YES FLOOR 2 STUDIO/1-BR/2-BR 500/700/850 600/750/980 29.00 YES FLOOR 3 STUDIO/1-BR/2-BR 500/700/850 600/750/980 29.00 YES FLOOR 4 STUDIO/1-BR/2-BR 500/700/850 600/750/980 29.00 YES FLOOR 5 STUDIO/1-BR/2-BR 500/700/850 600/750/980 29.00 YES SITE LOCATION NORTH ARLINGTON AVENUE REDEVELOPMENT PLAN� —— cl Te AER] | ET als ee . = inde =n EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING TREES TO BE REMOVE (TYP) EXISTING TREES TO REMAIN (TYP) EXISTING TREES TO REMAIN (TYP) EXISTING LIGHT POLE TO BE REMOVE EXISTING OVERHEAD LINE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING BOLLARD TO BE REMOVED EXISTING TREES TO BE REMOVE (TYP) DEBRIS TO BE REMOVED FROM SITE DEBRIS TO BE REMOVED FROM SITE DEBRIS TO BE REMOVED FROM SITE DEBRIS TO BE REMOVED FROM SITE EXISTING ASPHALT TO BE REMOVE EXISTING ASPHALT TO BE REMOVE EXISTING BUILDING AND STORAGE CONTAINERS TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED DEMOLISH EXISTING SIDEWALK EXISTING LIGHT POLE TO REMAIN 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 LOT IMPERVIOUS 3,872 SQ. FT. BUILDING IMPERVIOUS 1,350 SQ. FT. LOT IMPERVIOUS 3,545 SQ. FT. SITE PERVIOUS 48,643 SQ. FT. 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION GAS SERVICE TO COORDINATE WITH GAS CO. & PSEG 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION SITE PERVIOUS 8,878 SQ. FT. LOT IMPERVIOUS 17,888 SQ. FT. BUILDING IMPERVIOUS 30,644 SQ. FT. 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION GAS SERVICE TO COORDINATE WITH GAS CO. & PSEG 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY DEMOLITION PLAN & DRAINAGE AREAS NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/28/2026 1" = 20' C100 3 OF 13 DEMOLITION PLAN H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV PRE DEVELOPMENT DRAINAGE POST DEVELOPMENT DRAINAGE PRE DEVELOPMENT LOT COVERAGE LOT SIZE (SF) 57,410 BLD IMPERVIOUS (SF) 1,350 2.35% LOT IMPERVIOUS (SF) 7,417 12.92% SITE PERVIOUS (SF) 48,643 84.73% POST DEVELOPMENT LOT COVERAGE LOT SIZE (SF) 57,410 BLD IMPERVIOUS (SF) 30,644 53.38% LOT IMPERVIOUS (SF) 17,888 31.16% SITE PERVIOUS (SF) 8,878 15.46%� UP 10' 26' REAR SETBACK 146' 23' 3' 3' 24' 17' SIDE SETBACK 18' 23' 5' CONCRETE CURB 7 6 5 4 3 2 1 3' 3' TRANSFORMER BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF MEZZANINE ABOVE DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 5' 5' BUILDING LINE ABOVE 4' SIDE SETBACK 9C 8C 10C 11C 12 13 14 15 16C 2 EQ.SP. @ 8.5'=17' 5' 2 EQ.SP @ 8.5'=17' 9.0' 8' 8.0' 1' 9.0' 8' 8.0' 26' 18' 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 2 EQ.SP. @9'=18' 22' 18' 2' 3 EQ.SP. @9'=27' 3' 2 EQ.SP. @9'=18' 6' 18' 23' 5' 3 EQ.SP. @ 9' = 27' 2' 3 EQ.SP. @ 9' = 27' 45 44 43 46 47 48 49 50C 51 52 53 54 18' 2 EQ.SP. @9'=18' 3' 2 EQ.SP. @9'=18' 3' 8.5' 9' 2' 3 EQ.SP. @9'=27' 2 EQ.SP. @ 8.5'=17.0' 2' 25' FFE 175.0 FFE 175.0 21' 4 EQ.SP. @ 9' = 36.00' 2' 3 EQ.SP. @ 9' = 27.00' 2' 30' 3 EQ.SP. @ 9' = 27' 3' 3 EQ.SP. @ 9' = 27' 24' 5' 3 EQ.SP. @ 9' = 27' 7' 10' 67' 63' 71 72 58 59 61 64 67 70 69 68 66 63 65 62 60 STACKED PARKING 2 LEVELS 27 TOTAL 5 EQ. SP. @ 9' = 45' 2 EQ.SP. @9'=18' 3' 3 EQ.SP.@9'=27' 3 EQ.SP.@9'=27' 3' 3 EQ.SP.@9'=27' 2' 18' 23' 18' 21' 55 56 57 23' 3 EQ. SP. @ 9' = 27' 27' 24' 18' 25' 6' 27 26 25 24 25 22 21 20 3 EQ.SP. @ 9' = 27' 2' 3 EQ.SP. @ 9' = 18' 3' 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 BUILDING LINE ABOVE ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 26' FRONT SETBACK 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 GENERATOR 23' RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION UP 10' 26' REAR SETBACK 146' 23' 3' 3' 24' 17' SIDE SETBACK 18' 23' 5' CONCRETE CURB 7 6 5 4 3 2 1 3' 3' TRANSFORMER BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF MEZZANINE ABOVE DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 5' 5' BUILDING LINE ABOVE 4' SIDE SETBACK 9C 8C 10C 11C 12 13 14 15 16C 2 EQ.SP. @ 8.5'=17' 5' 2 EQ.SP @ 8.5'=17' 9.0' 8' 8.0' 1' 9.0' 8' 8.0' 26' 18' 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 2 EQ.SP. @9'=18' 22' 18' 2' 3 EQ.SP. @9'=27' 3' 2 EQ.SP. @9'=18' 6' 18' 23' 5' 3 EQ.SP. @ 9' = 27' 2' 3 EQ.SP. @ 9' = 27' 45 44 43 46 47 48 49 50C 51 52 53 54 18' 2 EQ.SP. @9'=18' 3' 2 EQ.SP. @9'=18' 3' 8.5' 9' 2' 3 EQ.SP. @9'=27' 2 EQ.SP. @ 8.5'=17.0' 2' 25' FFE 175.0 FFE 175.0 21' 4 EQ.SP. @ 9' = 36.00' 2' 3 EQ.SP. @ 9' = 27.00' 2' 30' 3 EQ.SP. @ 9' = 27' 3' 3 EQ.SP. @ 9' = 27' 24' 5' 3 EQ.SP. @ 9' = 27' 7' 10' 67' 63' 71 72 58 59 61 64 67 70 69 68 66 63 65 62 60 STACKED PARKING 2 LEVELS 27 TOTAL 5 EQ. SP. @ 9' = 45' 2 EQ.SP. @9'=18' 3' 3 EQ.SP.@9'=27' 3 EQ.SP.@9'=27' 3' 3 EQ.SP.@9'=27' 2' 18' 23' 18' 21' 55 56 57 23' 3 EQ. SP. @ 9' = 27' 27' 24' 18' 25' 6' 27 26 25 24 25 22 21 20 3 EQ.SP. @ 9' = 27' 2' 3 EQ.SP. @ 9' = 18' 3' 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 BUILDING LINE ABOVE ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 26' FRONT SETBACK 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 GENERATOR 23' RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY SITE DIMENSIONAL & LANDSCAPING PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/28/2026 1" = 20' C101 4 OF 13 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV GROUND FLOOR SITE & LANDSCAPING PLAN PLANTING & LANDSCAPING NOTES 1. ALL MATERIAL 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. CALIPER MEASURED 1 FT. ABOVE TRUNK CROWN. 4. PLANTS ARE TO BE PLANTED UPRIGHT IN A DIRECTION SO AS TO PROVIDE BEST APPEARANCE IN RELATIONSHIP TO ADJACENT AREAS. 5. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING, (REFER TO DETAILS). 6. 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. 7. TREE PITS, PLANT BEDS, AND GROUND COVER AREAS SHALL BE MULCHED WITH A MINIMUM DEPTH OF 3" (AFTER SETTLEMENT) OF SHREDDED HARDWOOD MULCH. 8. PROVIDE NEW OR AMENDED TOPSOIL BACK FILL FOR ALL NEWLY PLANTED MATERIAL ORGANIC MATTER CONTENT=5% MINIMUM, PH RANGE BETWEEN 5.0 - 6.5 INCLUSIVE, FREE OF STONES 1" OR GREATER AND FREE OF ALL DEBRIS AND EXTRANEOUS MATERIALS. 9. CHEMICAL FERTILIZERS TO BE DERIVED FROM ORGANIC SOURCES AND APPLIED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. 10. ALL OPEN SPACES SHALL BE SEEDED OR SODDED AS NOTED ON PLAN. PLANTING AND MAINTENANCE – KENTUCKY RYEGRASS 1. CARE: THRIVES IN COOLER CLIMATES AND REQUIRES PROPER CARE TO MAINTAIN A LUSH, GREEN LAWN. IT BENEFITS FROM REGULAR MOWING, IDEALLY KEEPING THE GRASS HEIGHT BETWEEN 2.5 TO 3.5 INCHES. DURING THE GROWING SEASON, ENSURE THE LAWN IS MOWED FREQUENTLY ENOUGH TO AVOID OVERGROWTH, BUT NEVER CUT MORE THAN ONE-THIRD OF THE GRASS HEIGHT AT A TIME TO PREVENT STRESSING THE PLANT. FERTILIZE THE GRASS IN EARLY SPRING AND AGAIN IN THE FALL WITH A BALANCED FERTILIZER TO PROMOTE HEALTHY GROWTH. AERATING THE SOIL ANNUALLY WILL ALSO HELP PREVENT COMPACTION AND ALLOW FOR BETTER ROOT DEVELOPMENT, ENSURING THE RYEGRASS HAS ACCESS TO NUTRIENTS AND WATER. 2. LIGHT: THRIVES IN FULL SUN BUT CAN TOLERATE SOME SHADE, MAKING IT VERSATILE FOR MANY LAWNS. HOWEVER, IT PERFORMS BEST WHEN EXPOSED TO AT LEAST 4-6 HOURS OF DIRECT SUNLIGHT DAILY. 3. WATERING: NEEDS ABOUT 1 TO 1.5 INCHES OF WATER PER WEEK, EITHER FROM RAINFALL OR SUPPLEMENTAL IRRIGATION. DURING PERIODS OF DROUGHT OR EXTREME HEAT, INCREASE WATERING TO ENSURE THE GRASS DOES NOT DRY OUT. IT’S BEST TO WATER DEEPLY BUT INFREQUENTLY TO ENCOURAGE DEEP ROOT GROWTH. EARLY MORNING IS THE BEST TIME TO WATER, AS IT MINIMIZES EVAPORATION AND THE RISK OF DISEASE. AVOID WATERING IN THE LATE EVENING, AS THIS CAN PROMOTE FUNGAL GROWTH DUE TO THE PROLONGED MOISTURE EXPOSURE OVERNIGHT. PLANTING AND MAINTENANCE – RISING SUN REDBUD TREE 1. CARE: THE RISING SUN REDBUD IS RELATIVELY LOW-MAINTENANCE ONCE ESTABLISHED. IT BENEFITS FROM WELL-DRAINED SOIL THAT IS MODERATELY FERTILE. WHILE IT CAN TOLERATE CLAY SOILS, IT PREFERS LOAMY CONDITIONS. MULCHING AROUND THE BASE HELPS RETAIN MOISTURE AND KEEPS ROOTS COOL, BUT THE MULCH SHOULD NOT BE PILED AGAINST THE TRUNK. PRUNING IS USUALLY MINIMAL, LIMITED TO REMOVING DEAD OR CROSSING BRANCHES IN LATE WINTER OR EARLY SPRING BEFORE NEW GROWTH BEGINS. 2. LIGHT: PLANT IT IN WELL-DRAINED SOIL IN A LOCATION THAT RECEIVES FULL SUN TO PARTIAL SHADE—AT LEAST 4–6 HOURS OF DIRECT SUNLIGHT DAILY IS IDEAL TO MAINTAIN ITS DENSE FORM AND HEALTHY FOLIAGE. 3. WATERING: YOUNG TREES REQUIRE REGULAR WATERING TO ESTABLISH A DEEP, STRONG ROOT SYSTEM--TYPICALLY ONCE OR TWICE A WEEK DURING THE FIRST GROWING SEASON. WATER DEEPLY TO ENCOURAGE ROOTS TO GROW DOWNWARD. ONCE ESTABLISHED, THE RISING SUN REDBUD IS FAIRLY DROUGHT-TOLERANT BUT STILL BENEFITS FROM SUPPLEMENTAL WATERING DURING EXTENDED DRY PERIODS. OVERWATERING OR POOR DRAINAGE CAN LEAD TO ROOT ROT, SO IT'S IMPORTANT THE SOIL DRAINS WELL. ADDITIONAL PLANTING & LANDSCAPING NOTES 1. LANDSCAPING PLAN IS DIAGRAMMATIC. PLANT LOCATIONS MAY BE ADJUSTED FOR FIELD CONDITIONS WITH PRIOR APPROVAL. 2. THE CONTRACTORS MUST VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY IMPLEMENTATION. 3. ANY DISCREPANCIES AND/OR INCONSISTENCIES ARE TO BE BROUGHT TO THE CITY FOR REVIEW AND RESOLUTION. 4. ALL LANDSCAPING NOT SURVIVING FOR A PERIOD OF ONE YEAR SHALL BE REPLACED WITH THE SAME OR EQUIVALENT SIZE SPECIES. 5. STREET TREES SHALL BE BRANCHED AT 7 FT. 6. ALL LANDSCAPE SHALL BE MAINTAINED BY OWNER. 7. TREES SHALL BE PLANTED AT A MIN. INITIAL SIZE OF 3" - 3-1/2" CALIPER BALLED AND BURLAP. 8. ALL GRAVEL TO BE INSTALLED ON TOP OF FELT FILTER FABRIC. 9. THE DEVELOPER SHALL REPLACE ANY PLANTINGS WHICH DO NOT SURVIVE FOR A PERIOD OF TWO YEARS AFTER INSTALLATION WITH THE SAME OR SIMILAR SPECIES AND SIZE. 10. ALL SITE AREAS WHICH ARE NOT PAVED OR PLANTED ARE TO RECEIVE SEEDING AFTER FINAL GRADING. 11. ALL STAKING AND GUY WIRES ATTACHED TO THE TREES WILL BE REMOVED BY THE DEVELOPER AFTER ONE YEAR FROM INITIAL PLANTING. 12. ALL TREE PITS SHALL HAVE A 5' X 5' OPENING IN PAVEMENT, WITH THE TOP LAYER OF EARTH COVERED WITH SAND AND CONCRETE BRICK PAVERS LEVEL W/ SIDEWALK, PROVIDING 16" SQUARE OPENING FOR TRUNK. TREES SHALL BE BRANCHED AT 7 FEET. 13. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. LANDSCAPING SCHEDULE SYMBOL COMMON NAME BOTANICAL NAME TYPE MATURE HEIGHT MATURE WIDTH GROWTH RATE PLANTING DISTANCE QTY PLAN RSR RISING SUN REDBUD CERCIS CANADENSIS 'JN2' DECIDUOUS TREE 10'-12' 8'-10' MODERATE 25' 5.00 PLAN KRG KENTUCKY RYEGRASS Lolium perenne PERENNIAL RYEGRASS 1/4"-1/2" 2"-3" RAPID GROWING 7,490 SF� 3.28 8.87 15.17 Track Width : : Steering Angle Lock to Lock Time : :feet Jeep Cherokee 2019 33.1 6.0 6.00 6.10 UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 MH DMH UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 North Arlington Avenue North Arlington Avenue Park Avenue Summit Street North Arlington Avenue 258' 347' 7 6 5 4 3 2 1 C 15 16 13 14 12 C 11 C 10 C 9 C 8 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 4344 45 51 C 50 49 48 47 46 54 53 52 71 72 58 59 61 64 67 70 69 68 66 65 63 62 60 57 56 55 20 21 22 2524 2526 27 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 7 6 5 4 3 2 1 C 15 16 13 14 12 C 11 C 10 C 9 C 8 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 4344 45 51 C 50 49 48 47 46 54 53 52 71 72 58 59 61 64 67 70 69 68 66 65 63 62 60 57 56 55 20 21 22 2524 2526 27 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY TRAFFIC CIRCULATION PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/ 28/2026 AS NOTED C102 5 OF 13 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV SIGHT DISTANCE 10' DESIRABLE 6.5' MIN 8' TO DRIVER'S EYE LINE OF SIGHT LINE OF SIGHT TRAFFIC CIRCULATION� UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.0 0.0 0.0 0.0 0.6 1.0 1.2 1.3 0.0 0.0 0.0 0.0 0.5 0.9 1.5 2.1 2.1 1.9 1.6 0.0 0.0 0.0 0.0 0.6 0.8 1.3 3.0 3.4 2.8 2.3 2.0 0.0 0.0 0.0 0.0 0.0 0.9 1.0 1.2 1.5 1.9 2.1 3.5 3.3 3.0 2.5 2.0 0.0 0.0 0.0 0.0 0.0 1.6 2.0 1.9 1.8 2.2 2.5 2.4 2.9 4.3 3.4 2.9 2.4 2.0 0.0 0.0 0.0 0.0 1.7 2.7 3.7 3.3 1.9 3.0 3.9 3.5 3.0 2.6 3.8 4.1 3.6 2.9 2.2 1.6 0.0 0.0 0.0 0.0 1.4 2.2 3.7 5.3 2.4 3.0 4.2 4.7 3.8 3.5 3.3 2.6 2.6 4.5 4.0 3.2 2.2 1.6 0.0 0.0 0.0 0.0 0.0 1.8 2.6 3.7 3.7 3.1 4.1 4.7 4.4 3.7 4.2 4.2 3.2 2.9 2.5 2.7 4.3 2.9 2.1 1.4 0.9 0.0 0.0 0.0 0.0 0.0 1.6 2.4 3.3 3.6 2.7 3.4 4.9 5.1 4.1 3.6 4.3 3.9 3.2 3.5 3.4 3.0 2.6 2.8 2.7 1.7 1.1 0.7 0.5 0.0 0.0 0.0 0.0 2.1 3.3 4.7 4.6 2.8 3.8 4.5 4.6 3.6 3.2 3.5 3.1 3.4 4.2 3.8 3.0 2.6 4.0 2.8 1.8 1.2 0.8 0.6 0.4 0.0 0.1 0.0 0.0 1.8 2.8 4.2 5.9 2.9 3.7 4.7 4.5 3.7 2.9 2.8 4.0 3.6 3.0 3.7 3.1 2.3 2.6 3.7 2.6 1.8 1.3 0.9 0.7 0.5 0.0 0.0 0.0 1.5 2.4 3.6 4.7 4.5 2.9 3.5 4.2 4.1 2.9 2.5 2.6 2.9 3.4 2.7 2.4 2.3 2.1 3.7 3.2 2.5 2.0 1.5 1.1 0.7 0.0 0.0 0.0 1.9 3.0 4.7 5.7 2.9 3.5 3.4 3.0 2.4 1.9 2.3 2.4 2.4 2.2 1.7 1.8 2.0 3.0 3.6 3.0 2.8 2.5 2.0 1.4 0.8 0.3 0.0 0.0 1.6 2.4 3.6 5.2 3.2 3.3 4.3 4.2 2.8 0.0 0.0 2.7 3.2 2.2 1.7 1.4 1.5 1.7 3.6 3.1 2.9 3.3 3.5 2.7 1.6 0.0 0.0 0.0 2.1 3.2 4.0 4.2 2.6 3.2 3.6 3.7 2.4 0.0 0.0 0.0 0.0 1.5 1.0 1.2 1.4 2.5 2.6 2.3 2.1 1.7 1.7 1.3 0.0 0.3 0.0 0.0 1.7 2.8 4.4 5.2 2.7 3.2 3.8 3.4 2.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 1.9 2.6 2.1 1.6 1.4 1.4 1.5 1.1 0.3 0.0 0.0 1.3 2.0 3.2 4.9 2.8 2.8 3.7 4.5 4.1 2.8 1.8 2.3 0.0 0.0 0.0 0.0 0.0 1.5 3.8 2.6 1.8 1.3 1.1 0.9 0.8 0.0 0.0 0.0 1.7 2.5 3.3 3.9 2.6 3.0 3.4 3.7 3.5 2.7 2.6 3.0 3.2 0.0 0.0 0.0 1.1 2.7 3.2 2.3 1.6 1.1 0.8 0.7 0.0 0.1 0.0 0.0 1.5 2.4 3.5 4.0 2.9 3.0 4.1 3.8 3.0 2.4 2.2 2.9 2.9 2.6 1.7 0.9 0.0 1.6 3.5 2.7 1.9 1.3 1.0 0.7 0.5 0.0 0.0 0.0 1.8 3.0 4.8 5.0 2.7 3.4 4.4 4.4 3.0 2.1 2.7 3.9 3.7 2.5 1.6 1.3 1.8 3.5 3.1 2.2 1.6 1.1 0.8 0.6 0.0 0.0 0.0 0.0 1.3 2.1 3.2 4.7 2.8 3.5 3.9 3.9 3.5 2.7 2.3 2.6 4.0 3.7 2.0 1.6 1.5 2.5 3.1 2.4 1.7 1.2 0.9 0.7 0.0 0.0 0.0 0.0 0.0 1.7 2.6 3.3 3.3 2.8 4.0 4.6 3.9 2.7 2.2 2.4 2.4 2.6 2.1 1.6 1.8 1.7 3.1 2.4 1.9 1.4 1.0 0.8 0.6 0.0 0.0 0.0 0.0 1.2 2.2 3.6 4.3 3.0 3.1 3.7 4.0 3.4 2.4 2.3 3.0 2.7 2.3 1.8 1.5 1.6 3.6 2.8 2.0 1.5 1.1 0.8 0.6 0.0 0.0 0.2 0.0 0.1 1.3 2.6 4.6 5.2 3.4 4.3 4.0 3.3 2.5 2.0 2.8 4.3 3.5 1.9 1.5 1.4 2.2 2.8 2.2 1.6 1.2 0.9 0.7 0.5 0.0 0.5 0.1 0.0 3.8 2.6 3.5 4.3 4.3 3.0 2.3 2.2 2.6 3.5 2.8 1.7 1.6 1.5 2.7 2.2 1.7 1.2 0.9 0.7 0.6 0.0 0.0 0.4 0.0 2.4 2.8 3.4 3.4 3.2 2.4 2.1 2.4 2.3 2.4 1.9 1.6 1.7 2.7 2.8 1.9 1.4 0.9 0.7 0.5 0.0 0.0 0.3 1.3 2.1 3.6 4.2 3.5 2.5 2.1 2.8 3.5 2.9 2.1 1.7 1.5 1.6 3.2 2.4 0.1 1.0 0.7 0.4 0.0 0.0 0.1 0.0 1.3 2.1 3.3 4.1 3.6 2.5 2.1 3.0 4.3 3.1 1.7 1.5 1.4 2.5 2.4 1.8 0.1 0.1 0.5 0.4 0.0 0.1 0.1 1.1 2.0 2.7 2.9 2.9 2.6 2.4 2.5 2.7 3.1 2.3 1.6 1.7 1.6 2.6 1.9 0.0 0.1 0.5 0.4 0.1 0.0 0.0 1.8 3.2 4.1 3.3 2.6 2.4 2.5 2.8 2.5 2.4 1.8 1.6 1.7 3.7 2.6 0.0 0.0 0.5 0.3 0.3 0.0 0.0 1.4 2.6 4.1 4.4 3.7 3.5 2.9 2.7 4.2 3.2 2.2 1.8 1.6 2.4 3.0 2.1 0.0 0.0 0.5 0.4 0.2 0.3 0.0 0.7 2.3 3.6 4.2 3.9 3.9 4.5 3.7 2.8 2.7 3.1 2.1 1.9 1.9 2.8 2.4 0.0 0.0 0.5 0.4 0.3 0.3 0.2 0.0 0.0 1.5 2.9 4.3 4.4 3.4 3.5 4.0 3.4 3.5 3.7 2.5 2.1 2.1 2.9 3.0 2.2 2.0 1.7 0.4 0.3 0.3 0.3 0.2 0.2 0.0 10.4 2.0 2.9 3.6 3.5 2.6 2.3 2.5 2.7 3.7 3.8 2.5 1.9 1.9 3.8 2.8 2.1 1.8 2.8 5.8 5.3 0.2 0.2 0.2 0.2 0.0 0.0 2.0 3.2 3.5 3.0 2.2 1.6 1.8 1.8 1.9 2.6 2.6 1.8 1.5 2.7 3.1 2.6 2.0 1.6 1.5 3.1 3.7 1.8 0.1 0.1 0.1 0.0 0.0 0.5 2.6 4.0 4.3 3.0 1.7 1.4 2.2 1.9 1.3 1.2 1.2 1.1 1.5 2.6 3.1 2.8 2.3 1.8 1.5 1.3 1.9 1.5 3.5 7.9 0.1 0.0 1.4 2.2 3.4 3.8 3.6 2.4 1.3 2.0 4.0 2.9 1.4 1.3 0.7 0.6 0.8 1.4 3.8 3.4 2.7 2.3 1.9 1.5 1.1 1.0 2.5 0.0 0.0 0.0 0.0 4.3 2.9 4.3 4.2 2.8 1.6 1.5 2.6 5.2 0.8 1.9 3.0 2.1 1.4 0.9 1.3 1.5 2.0 2.8 3.0 2.7 1.9 1.3 0.9 0.0 0.0 0.0 7.0 2.2 3.3 3.8 3.6 2.2 1.3 1.6 1.6 5.6 3.5 2.1 2.0 1.3 1.1 1.0 1.4 1.9 3.6 2.3 1.4 0.9 0.0 0.0 0.0 1.1 3.4 4.2 3.6 2.5 1.5 1.6 1.5 1.1 2.1 3.7 2.5 1.4 0.8 1.2 1.7 1.5 1.7 1.2 0.0 0.0 0.0 1.9 2.4 3.7 4.3 3.5 1.9 1.4 2.4 2.2 4.5 4.3 2.4 2.2 1.6 2.0 1.6 1.0 0.8 0.0 0.0 6.3 0.0 3.4 3.9 3.5 2.4 1.4 2.3 4.3 3.9 2.3 4.2 3.7 3.7 2.3 1.2 0.0 0.0 0.0 0.0 4.6 2.1 3.6 4.3 3.1 1.7 1.8 2.8 4.1 0.0 5.0 4.0 2.4 0.0 0.0 0.0 1.1 0.9 1.9 2.7 3.3 2.9 1.8 2.5 3.3 0.0 1.0 1.0 1.6 0.0 0.0 0.0 0.0 1.3 2.4 2.6 2.1 2.3 3.3 3.9 4.4 5.9 1.8 1.3 1.2 0.0 0.0 0.0 1.1 1.9 3.3 3.6 2.5 1.2 6.2 4.4 3.5 2.0 0.0 0.0 0.0 1.0 2.8 2.5 2.5 3.0 2.1 1.0 1.7 2.9 4.9 3.1 1.5 0.0 0.0 0.0 2.1 3.9 3.7 2.3 1.6 1.1 3.1 2.9 1.9 0.0 0.0 0.0 0.8 1.7 2.5 2.7 2.1 2.6 1.9 1.8 1.1 0.0 0.0 0.0 0.2 0.7 1.1 1.5 2.2 4.0 2.1 1.4 0.2 1.5 1.7 1.3 0.0 0.0 0.3 1.6 4.5 0.8 1.1 1.6 2.5 3.1 2.1 1.0 0.6 0.0 2.6 1.6 0.0 0.0 0.1 0.4 0.7 1.0 0.7 0.8 1.0 1.4 1.6 1.5 1.6 2.3 2.0 1.6 2.8 2.1 1.1 0.0 0.0 0.2 0.2 0.4 0.5 0.5 0.6 0.8 1.7 11.3 1.1 1.5 2.6 3.9 2.3 1.0 1.2 1.2 1.7 1.5 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.3 2.3 1.1 1.1 1.6 2.1 2.2 2.8 1.9 2.2 2.5 1.6 1.1 0.0 0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.8 1.1 1.3 1.6 2.4 3.8 3.5 2.2 2.3 1.7 3.0 2.5 1.4 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 1.2 4.0 2.6 1.6 2.1 2.6 3.5 4.8 2.1 2.6 2.8 1.6 0.0 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.4 0.6 0.9 1.3 1.6 3.5 5.7 1.7 2.4 3.4 4.6 3.5 2.3 1.3 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.6 0.7 1.0 1.5 1.6 1.2 1.5 2.0 2.7 3.1 2.3 0.0 0.0 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 1.0 1.2 1.4 1.5 0.0 0.0 0.0 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.0 0.0 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.4 0.0 0.0 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F-1 @ 14' F-2 @ 14' F-3 @ 14' F-4 @ 14' F-5 @ 14' F-6 @ 14' F-7 @ 14' F-8 @ 14' F-9 @ 14' F-10 @ 14' F-11 @ 14' F-12 @ 14' F-13 @ 14' F-14 @ 14' F-15 @ 14' F-16 @ 14' F-17 @ 14' F-18 @ 14' F-19 @ 14' F-20 @ 14' F-21 @ 14' F-22 @ 14' F-23 @ 14' F-24 @ 14' F-25 @ 14' F-26 @ 14' F-27 @ 14' F-28 @ 14' F-30 @ 14' F-29 @ 14' F-32 @ 14' F-31 @ 14' F-34 @ 14' F-33 @ 14' F-36 @ 14' F-35 @ 14' F-38 @ 14' F-37 @ 14' F-40 @ 14' F-39 @ 14' A-1 @ 16' A-2 @ 16' A-3 @ 16'A-4 @ 16' A-5 @ 16' A-6 @ 16' A-7 @ 16' A-8 @ 16' A-9 @ 16' A-10 @ 16' A-11 @ 16' A-12 @ 16' A-13 @ 16' A-14 @ 16' A-15 @ 16' A-16 @ 16' A-17 @ 16' A-18 @ 16' A-19 @ 16' A-20 @ 16' A-21 @ 10' A-22 @ 10' A-23 @ 10' A-24 @ 10' L-1 @ 6' L-4 @ 6' L-3 @ 6' L-2 @ 6' L-5 @ 6' L-6 @ 6' L-7 @ 6' L-10 @ 4' L-9 @ 4' L-8 @ 4' L-11 @ 20' L-12 @ 8' L-13 @ 8' L-14 @ 8' A-25 @ 10' L-16 @ 8' L-15 @ 8' L-17 @ 8' L-18 @ 8' L-19 @ 8' L-20 @ 8' L-21 @ 8' L-22 @ 8' L-23 @ 8' L-24 @ 8' L-25 @ 5' L-26 @ 5' A-26 @ 16' A-27 @ 16' L-27 @ 8' B-1 @ 5' B-2 @ 5' B-3 @ 5' B-4 @ 5' A-28 @ 10' 0.5 0.5 0.5 0.5 0.5 MH DMH UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY LIGHTING PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/28/2026 1" = 20' C103 6 OF 13 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV GROUND FLOOR SCHEDULE LABEL QTY MANUFACTURER CATALOG DESCRIPTION NUMBER LAMPS LAMP OUTPUT LLF INPUT POWER POLAR PLOT L 27 SIGNIFY GARDCO 102L-16L-NW-G1-3- EBPC 100 LINE LED SCONCE - EM MODE 1 1228 1 14 F 40 WILLIAMS INDOOR AVX-4-L36-830-WPC- (L18)-DIM-UNV 4'SURFACE MNT LUMINAIRE WHITE FROST INTERIOR LENS w/WHITE POLYCARB LENS 1 1212 1 14.2 A 28 Luminaire LED BLD 36IN 30W 40K DP Catalog Number: BLD36-30W 4000K2 Surface wall mounted, extruded and cast aluminum housing, formed white enamel aluminum reflector, clear lightly frosted plastic enclosure. 108 white LEDs, three Luminaire LED MP-LED-MOD Rev 3.0C boards with 36 LEDs per board. One ULT Everline D10CC30UNVTW-C LED driver labeled as 940mA. 120.0Vac, 60.00Hz, 0.2519A, 29.61W, 0.980PF, 7.5%THD(i) 1 3009 1 29.6 B 4 Performance iN Lighting 072142 INSERT+ 2 V BOLLARD 750 9W 830 A-EW 0-10V - Metallic gray 1 592 1 9� UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 8 C 9 C 10 C 11 C 12 13 14 15 16 C 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50C 51 52 53 54 FFE 175.0FFE 175.0 71 72 58 59 61 64 67 6869 70 66 65 63 62 60 575655 202122 2524 25 2627 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 173.09 172.45 174.22 173.77 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+89 TW 185.27 185.66 184.23 183.08 181.30 178.66 176.30 TW 183.00TW 179.14 TW 177.00 TW 175.00 TW 187.83 TW 186.74 TW 187.05 TW 187.06 TW 189.00 TW 189.28 TW 190.00 TW 187.54 TW 187.24 TW 188.26 TW 187.51 TW 187.88 TW 186.12 TW 187.10 TW 184.71 TW 180.02 TW 188.65 TW 187.26 176.68 178.09 178.21 179.92 180.20 180.83 180.84 181.28 181.75 182.31 182.82 180.82 181.41 180.51 180.51 180.22 180.22 179.65 179.96 179.74 179.44 179.45 179.63 179.65 179.41 179.55 179.66 179.65 179.65 179.65 179.94 181.31 181.67 181.98 173.62 173.48 173.27 173.51 BW 176.43 BW 180.89 BW 180.79 BW 180.97 BW 179.44 BW 179.26 BW 179.32 BW 179.54 BW 179.73 BW 179.68BW 179.65BW 179.65 BW 179.65 BW 180.00 BW 179.65 BW 182.00 BW 182.00 BW 183.27 BW 174.86 BW 174.65 BW 174.37 BW 174.17 BW 174.02 BW 174.00 179.32 179.67 180.84 182.00 183.09 183.09 176.23 174.85 180.23 179.65 182.00 183.09 TC 173.26 TC 173.57 TC 173.47 TC 173.33 TC 172.92 TC 172.76 TC 173.22 TC 173.15 BC 173.07 BC 172.95 BC 172.85 BC 172.59 BC 172.50 BC 173.05 BC 172.94 BC 172.80 UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 8 C 9 C 10 C 11 C 12 13 14 15 16 C 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50C 51 52 53 54 FFE 175.0FFE 175.0 71 72 58 59 61 64 67 6869 70 66 65 63 62 60 575655 202122 2524 25 2627 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 8 C 9 C 10 C 11 C 12 13 14 15 16 C 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50C 51 52 53 54 FFE 175.0FFE 175.0 71 72 58 59 61 64 67 6869 70 66 65 63 62 60 5756 55 20 2122 2524 2526 27 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 173.09 172.45 174.22 173.77 TW 185.27 185.66 184.23 183.08 181.30 178.66 176.30 TW 183.00TW 179.14 TW 177.00 TW 175.00 TW 187.83 TW 186.74 TW 187.05 TW 187.06 TW 189.00 TW 189.28 TW 190.00 TW 187.54 TW 187.24 TW 188.26 TW 187.51 TW 187.88 TW 186.12 TW 187.10 TW 184.71 TW 180.02 TW 188.65 TW 187.26 OCS STORMTRAP 9 UNIT SINGLE TRAP DETENTION SYSTEMMH DMH DMH-1 RIM: 173.32 15"Ø PVC INV IN: 169.21 CLEANOUT 6"Ø FIRE 4"Ø DOMESTIC TRENCH DRAIN GAS SERVICE TO COORDINATE WITH GAS CO. & PSEG ISOLATION VALVE 0+00 0+55 UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 8 C 9 C 10 C 11 C 12 13 14 15 16 C 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50C 51 52 53 54 FFE 175.0FFE 175.0 71 72 58 59 61 64 67 6869 70 66 65 63 62 60 5756 55 20 2122 2524 2526 27 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY GRADING, DRAINAGE & UTILITY PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/ 28/2026 1" = 20' C104 GROUND FLOOR - GRADING PLAN 7 OF 13 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV DRAINAGE & UTILITY PLAN� DATUM ELEV 166.000168 172 176 180 184 188 192 2.00% 2.50% 5.00% 4.89% -1.00% GRADE BREAK STA 0+36.99 EL 174.158 GRADE BREAK STA 1+74.01 EL 180.226 GRADE BREAK STA 3+97.25 EL 179.318 172.9 173.2 174.3 176.7 178.5 180.4 181.4 183.1 184.0 184.8 186.3 186.9 187.1 188.6 189.0 188.8 189.4 189.4 188.9 189.5 0+00 0+40 174.23 174.73 0+80 175.61 176.61 1+20 177.58 178.56 1+60 179.54 180.35 2+00 180.75 181.09 2+40 180.89 180.69 2+80 180.49 180.29 3+20 180.09 179.89 3+60 179.69 179.49 4+00 179.33 DMH-1 RIM: 173.32 15"Ø PVC INV IN: 169.21 DATUM ELEV 172.000176 180 184 188 192 0.00% 0.00% -0.00% 0.69% -0.02% 5.00% 0.50% GRADE BREAK STA 5+80.00 EL 179.647 189.5 189.4 188.0 187.9 187.9 188.0 188.1 188.6 187.8 188.4 188.5 187.9 187.0 186.3 186.1 186.1 4+00 179.33 179.43 4+40 179.53 179.63 4+80 179.67 179.66 5+20 179.66 179.65 5+60 179.65 179.65 6+00 180.65 181.65 6+40 182.00 182.00 6+80 182.03 6+89.43 182.10 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY DRAINAGE & UTILITY PROFILES NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/28/2026 AS NOTED C105 8 OF 13 DRAINAGE PROFILE - STA 0+00 TO STA 4+00 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV DRAINAGE PROFILE - STA 4+00 TO STA 6+89 HORIZONTAL VERTICAL SANITARY PROFILE� GRAVEL VEHICLE TRACKING PAD 10'x30'x6" THK STONE SIZE ASTM C-33 NO.2 (2.5"-1.5") OR NO3 (2"-1" CRUSHED ANGULAR STONE) STOCKPILE INLET PROTECTION (TYP) UP 7 6 5 4 3 2 1 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 MH DMH UP 7 6 5 4 3 2 1 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 H Y D WV ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- STORM SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ---- ELECTRIC METER ---- ELECTRICAL MANHOLE ---- ---- CLEANOUT ---- BOLLARD SANITARY SEWER ---- DOWNSPOUT 16 ---- EXISTING CONTOUR INTERVAL EXISTING SPOT ELEVATION ---- PROPOSED CURB SHOT ELEVATION 16.5 ---- PROPOSED CONTOUR INTERVAL TELEPHONE MANHOLE BRICK SEWER GAS LINE (UP TO 6") WATER LINE (UP TO 6") ELECTRICAL CONDUIT GAS LINE (ABOVE 6") WATER LINE (ABOVE 6") OHW OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER HDPE STORM SEWER TELEPHONE / CABLE LINE ELECTRIC COUNDUIT WATER LINE GAS LINE PROPERTY LINE CHAIN-LINK FENCE (CLF) PVC / IRON FENCE X X MH ---- PROPOSED MANHOLE TYPICAL SYMBOLS TC 12.64 BC 12.14 13.00 ---- PROPOSED GROUND SHOT ELEVATION ---- CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. SOIL EROSION & SEDIMENT CONTROL PLAN 6"MIN. FILTER FABRIC SECURELY WRAPPED AROUND LENGTH OF WOOD HELD DOWN AT EITHER END WITH A CONCRETE BLOCK MOLD WELDED WIRE SUPPORT AROUND INLET FRAME AND GRATE; EXTEND 6" AT SIDES AFTER INSTALLATION OF GEOTEXTILE, BACKFILL WITH NO. 8 COARSE AGGREGATE TO SECURE GEOTEXTILE TO WELDED WIRE SUPPORT NOTES: 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR IS TO REMOVE FABRIC AND MESH JUST PRIOR TO PAVING. 3. IF BOTTOM OF ROADWAY IS BELOW TOP OF GRATE, CONSTRUCT OPENINGS IN INLET WALL TO ALLOW WATER TO FLOW IN. COVER OPENINGS WITH WELDED WIRE SUPPORT AND FILTER FABRIC. INLET FILTER / PROTECTION INLET PROTECTION DETAIL IS APPLICABLE TO TRENCH DRAINS FENCE POST - MAX. 8' SPACING SILT ACCUMULATION DIG 6" DEEP TRENCH, BURY BOTTOM FLAP, BACKFILL AND TAMP IN PLACE DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE AND SECURED TO POSTS 15 GAUGE WELDED STEEL WIRE MESH, 4" SQUARE OPENINGS 4"x4" FENCE POST OR METAL POST GEOTEXTILE (48" WIDE) 6"x6" TRENCH NOTES: 1. GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USE OF WIRE TIES OR HOG RINGS; THREE FASTENERS PER POST. 2. BURY BOTTOM 12" OF GEOTEXTILE AND TAMP IN PLACE. 3. ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE SHALL BE SECURELY FASTENED TO A COMMON 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. FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC SILT FENCE DETAIL 100 101 102 103 1 3 3 1 NOTES: EXISTING GRADE SILT FENCE OR HAYBALE FILTERSILT FENCE OR HAYBALE FILTER MAX. SLOPE = 5% MAX. SLOPE = 5% 30' 5% MAX. 30' 5% MAX. 5' MIN. 1. PLACE STOCKPILES AT LOCATIONS AS SHOWN ON THE CONSTRUCTION PLANS. 2. ALL SIDE SLOPES SHALL BE 3 TO 1 OR FLATTER. 3. STOCKPILE SHALL RECEIVE A VEGETATIVE COVER IN ACCORDANCE WITH MINIMUM STABILIZATION REQUIRED. 4. SILT FENCE OR HAYBALE FILTER SHALL BE INSTALLED AS DETAILED HEREON.TOPSOIL STOCKPILE Estimate a tree's Protected Root Zone (PRZ) by calculating the Critical Root Radius (crr) 1. Measure the dbh (diameter of tree at breast height, 4.5 feet above ground on the uphill side of the tree) in inches. 2. Multiply the measured dbh by 1.5 or 1.0. Express the result in feet. dbh x 1.5 = Critical Root Radius for older, unhealthy, or sensitive species. dbh x 1.0 = Critical Root Radius for younger, healthy, or tolerant species. Protected Root Zone (PRZ) Dripline dbh @ 4.5' Critical Root Radius (CRR) Trenching Tunneling - preferred Utilities should be tunneled beneath tree roots. The drawing on the left showss trenching that would probably kill the tree. The drawing on the right shows how tunneling under the tree will preserve many of the important feeder roots. TREE PROTECTION SOIL EROSION AND SEDIMENT CONTROL PLAN NOTES 1. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. 2. THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED. 3. UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE OPERATOR SHALL ASSURE THAT THE BEST MANAGEMENT PRACTICES ARE IMPLEMENTED, OPERATED, AND MAINTAINED PROPERLY AND COMPLETELY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL BEST MANAGEMENT PRACTICE FACILITIES. THE OPERATOR SHALL MAINTAIN AND MAKE AVAILABLE TO LOCAL CONSERVATION DISTRICT COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE INSPECTIONS. ALL MAINTENANCE WORK, INCLUDING CLEANING, REPAIR, REPLACEMENT, RE-GRADING, AND RE-STABILIZATION SHALL BE PERFORMED IMMEDIATELY. 4. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 5. BEFORE INITIATING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE LOCAL CONSERVATION DISTRICT. 6. THE OPERATOR SHALL ASSURE THAT AN EROSION AND SEDIMENT CONTROL PLAN HAS BEEN PREPARED, APPROVED BY THE LOCAL CONSERVATION DISTRICT, AND IS BEING IMPLEMENTED AND MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS, REGARDLESS OF THEIR LOCATIONS. 7. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER FILTER BAG DISCHARGING OVER NON-DISTURBED AREAS. 8. THE OPERATOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE APPENDIX 64, EROSION CONTROL RULES AND REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUBPART C, PROTECTION OF NATURAL RESOURCES, ARTICLE III, WATER RESOURCES, CHAPTER 102, EROSION CONTROL. 9. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. 10. THE E&S CONTROL PLAN MAPPING MUST DISPLAY A PA ONE CALL SYSTEM INCORPORATED SYMBOL INCLUDING THE SITE IDENTIFICATION NUMBER. (THIS IS A NUMBERED SYMBOL NOT A NOTE.) 11. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO NORTH ARLINGTON AVENUE FOR GRADING AND ACQUIRING BORROW TO CONSTRUCT THOSE BMP'S. 12. EROSION AND SEDIMENT BMP'S MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S. 13. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMP'S MUST BE STABILIZED IMMEDIATELY. 14. AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE MEETING. ALSO, AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE NEW JERSEY ONE CALL SYSTEM INCORPORATED AT 1-800-272-1000 FOR BURIED UTILITIES LOCATIONS. 15. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION. EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. 16. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE OPERATOR SHALL STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS. 17. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. SEDIMENT BASINS 18. BAFFLES MUST BE INSTALLED TO ALLOW BASIN MAINTENANCE AND CLEAN OUT. 19. UPON INSTALLATION OF THE TEMPORARY SEDIMENT BASIN RISER(S), AN IMMEDIATE INSPECTION OF THE RISER(S) SHALL BE CONDUCTED BY A QUALIFIED SITE REPRESENTATIVE AND LOCAL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING THAT THE RISER IS SEALED. 20. SEDIMENT BASINS MUST BE PROTECTED FROM UNAUTHORIZED ACTS OF THIRD PARTIES. 21. SEDIMENT MUST BE REMOVED FROM STORM WATER INLET PROTECTION AFTER EACH RUNOFF EVENT. TEMPORARY STABILIZATION & PERMANENT STABILIZATION 22. HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE. 23. MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MUST BE INSTALLED ON ALL SLOPES 3:1 AND STEEPER. 24. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN. 25. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGARDING, RESEEDING, RE-MULCHING, AND RE-NETTING, MUST BE PERFORMED IMMEDIATELY, IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 26. SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOOD-PLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED, OR PLACED IN TOPSOIL STOCKPILES. 27. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTE IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1 ET DEQ., AND 287.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THE SITE. 04 05 PROPOSED CONSTRUCTION SEQUENCE: DURATION (DAYS): 1. INSTALL SILT FENCE AROUND ONSITE LIMIT OF DISTURBANCE 1 2. INSTALL TRACKING PAD ON ORIGINAL GRADE 1 3. BEGIN DEMOLITION ON PROJECT SITE 10 4. INSTALL BUILDING FOUNDATION AND SITE UTILITIES 40 5. CONSTRUCT BUILDING 150 6. INSTALL LANDSCAPING, FENCING, AND GATES 10 7. INSTALL CONCRETE SIDEWALK AND DRIVEWAY 10 TOTAL ESTIMATED TIME OF CONSTRUCTION 222 THE DURATIONS LISTED ABOVE FOR EACH CONSTRUCTION ITEM IN THE PROPOSED SEQUENCE OF CONSTRUCTION ARE APPROXIMATE AND MAY VARY DUE TO UNFORESEEN DELAYS CAUSED BY WEATHER OR SCHEDULING CONFLICTS. ITEMS LISTED ABOVE MAY BE ACCOMPLISHED CONCURRENTLY. THE LIST IS FOR USE ONLY FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES. THE CONTRACTOR SHALL SUBMIT SCHEDULES AS OUTLINED IN THE CONTRACT SPECIFICATIONS. 0102 06 08 CL R.O.W. EXIST. GROUND 6" MIN. OF STONE (SEE NOTE 2) FULL WIDTH OF CARTWAY AS SHOWN ON PLANS EDGE OF PAVEMENT EXIST.GROUND TABLE BELOW* LENGTH ACCORDING TO *INDIVIDUAL LOT ACCESS POINTS MAY REQUIRE STABILIZATION Percent Length of Stone Required Slope of Roadway Coarse Grained Soils Fine Grained Soils 100 ft 200 ft 50 ft 100 ft 0 to 2% 2 to 5% >5% PROVIDE APPROPIATE TRANSITION BETWEEN STAB CONST. ENT. AND R.O.W. Entire surface stabilized with hot-mix asphalt base course Mix I-2 As prescribed by local ordinance or other governing authority. STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. PLACE STABILIZED CONSTRUCTION ENTRANCE AT LOCATION(S) AS SHOWN ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN. 2. STONE SIZE SHALL BE ASTM C-33 SIZE No.2 (2.5 inch to 1.5 inch) OR No.3 (2 inch to 1 inch) CRUSHED ANGULAR STONE. CRUSHED CONCRETE MAY BE SUBSTITUTED BUT WILL REQUIRE MORE FREQUENT UPGRADING AND MAINTENANCE. STONE THICKNESS SHOWN ABOVE IS FOR STONE CONSTRUCTION ENTRANCE ONLY (TYP). 3. THE THICKNESS OF THE STAB CONST. ENTRANCE SHALL NOT BE LESS THAN 6". 4. THE WIDTH AT THE EXIST. PAVEMENT SHALL NOT BE LESS THAN THE FULL WIDTH OF POINTS OF INGRESS AND EGRESS. 5. THE STAB CONST. ENT. SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE R.O.W./PAVEMENT THIS REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURE USES TO TRAP SEDIMENT. 6. ALL SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO THE PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 6. LENGTH SHALL BE 50 FEET MINIMUM WHERE THE SOILS ARE COARSE GRAINED (SANDS OR GRAVELS) OR 100 FEET MINIMUM WHERE SOILS ARE FINE GRAINED (CLAYS OR SILTS), EXCEPT WHERE THE TRAVELED LENGTH IS LESS THAN 50 OR 100 FEET RESPECTIVELY. THESE LENGTHS MAY BE INCREASED WHERE FIELD CONDITIONS DICTATE. STORMWATER FROM UPSLOPE AREAS SHALL BE DIVERTED AWAY FROM THE STABILIZED PAD (SEE SESC STANDARD FOR DIVERSIONS). WHERE DIVERSION IS NOT POSSIBLE, THE LENGTH OF THE STABILIZED PAD SHALL BE AS SHOWN IN TABLE. WHERE THE SLOPE OF THE ACCESS ROAD EXCEEDS 5 %, A STABILIZED BASE COURSE OF FINE AGGREGATE BITUMINOUS CONCRETE (FABC) SHALL BE INSTALLED. THE TYPE AND THICKNESS OF THE FABC AND USE OF A DENSE GRADED AGGREGATE SUB-BASE SHALL BE AS PRESCRIBED BY LOCAL MUNICIPAL ORDINANCE OR OTHER GOVERNING AUTHORITY. STABILIZED CONSTRUCTION ENTRANCE PROPOSED CONSTRUCTION SEQUENCE ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY SOIL EROSION & SEDIMENT CONTROL PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/ 28/2026 AS SHOWN C106 9 OF 13 TABLE 7-2 TEMPORARY VEGETATIVE STABILIZATION GRASSES, SEEDING RATES, DATES AND DEPTH. SEED SELECTIONS SEEDING RATE (POUNDS) OPTIMUM SEEDING DEOTH (INCHES) PER ACRE PER 1000 SQ FT ZONE 5A,6A ZONE 6A ZONE 7A, B COOL SEASON GRASSES 1. PERENNIAL RYEGRASS 100 1.0000 3/15-6/1 8/1-9/15 3/1-5/15 8/15-10/1 2/15-5/1 8/15-10/15 0.5000 2. SPRING OATS 86 2.0000 3/15-6/1 8/1-9/15 3/1-5/15 8/15-10/1 2/15-5/1 8/15-10/15 1.0000 3. WINTER BARLEY 96 2.2000 8/1-9/15 8/15-10/1 8/15-10/15 0.5000 4. ANNUAL RYEGRASS 100 1.0000 3/15-6/1 8/1-9/15 3/15-6/1 8/1-9/15 2/15-5/1 8/15-10/15 1.0000 5. WINTER CEREAL RYE 112 2.8000 8/1-11/1 8/1-11/15 8/1-12/15 1.0000 WARM SEASON GRASSES 6. PEARL MILLET 20 0.5000 6/1-8/1 5/115-8/15 5/1-9/1 1.0000 7. MILLET (GERMAN OR HUNGARIAN) 30 0.7000 6/1-8/1 5/15-8/15 5/1-9/1 1.0000 SILT FENCE INLET FILTER TREE PROTECTION LIMIT OF DISTURBANCE LEGEND 4 FT CHAINLINK FENCE TYPICAL CORNER POST FOOTING TYPICAL LINE POST BOTTOM KNUCKLED TOP & 2"x2"x9 GA. FABRIC GALV. PIPE TOP RAIL 1-5/8" AS SHOWN-20'o.c. CONNECTION TYP. TOP RAIL WIRE-14"o.c. 9 GA. TIE PIPE 2" o.d. GALV. TYP. LINE POST 7 GA. BOTTOM TENSION WIRE ON THE OUTSIDE. FABRIC SHALL BE INSTALLED HARDWARE SHALL BE GALVANIZED. ALL WIRE FABRIC AND FENCE NOTE: CONCRETE 3500 psi CONCRETE 3500 psi INTERSECTIONS @ ALL CORNERS, 3/8" TRUSS ROD 9 GA. TIE WIRE-24" o.c. RAIL END TRUSS ROD) (SAME NOTE AS GALV. PIPE 2 1/2" o.d. TERMINAL POST 1/4"x 3/4" DRAW BAR POST BAND POST CAP 10" 6" 6" 6" 10'-0" 10'-0" 4'-0" 2'-2" 2'-8" FOOTING� STANDARD FOR MANAGEMENT OF  HIGH ACID-PRODUCING SOILS DEFINITION HIGH ACID-PRODUCING SOILS ARE SOILS WITH A PH OF 4.0 OR LESS OR CONTAIN IRON SULFIDE. PURPOSE TO PREVENT OR LIMIT EXPOSURE AREA, TIME, AND SPREADING BY EQUIPMENT OR RAINFALL ON- AND OFF-SITE AND TO MINIMIZE EROSION, SEDIMENTATION AND ACID LEACHATE-RELATED DAMAGES. HIGH ACID-PRODUCING SOIL MAY BE EXPOSED DURING EXCAVATION AND LAND GRADING ACTIVITIES, OR MAY BE INTRODUCED IN DREDGED SEDIMENT, SOILS AND SEDIMENT CONTAINING IRON SULFIDE, CHARACTERIZED BY PYRITE OR MARCASITE NUGGETS OR GREEN SANDS, ARE CHEMICALLY OXIDIZED WHEN EXPOSED TO AIR, PRODUCING SULFURIC ACID AND RESULT IN SOIL PH LEVELS FALLING TO PH 4.0 AND LOWER. MOST VEGETATION IS INCAPABLE OF GROWTH AT THIS PH LEVEL. ADJACENT LAND AND RECEIVING WATERS WILL BE NEGATIVELY IMPACTED BY THE ACID LEACHATE. CALCIUM-CONTAINING MATERIALS SUCH AS SIDEWALKS, CULVERTS AND OTHER STRUCTURES AND SOME METALLIC MATERIALS ARE ALSO SUSCEPTIBLE TO DEGRADATION. AGRICULTURAL LIMESTONE MATERIALS APPLIED AT RATES OF 8 TONS PER ACRE HAVE RESULTED IN ONLY A TEMPORARY BUFFERING EFFECT, AND “LIMING-ONLY” IS THEREFORE NOT CONSIDERED AN ACCEPTABLE MITIGATION PRACTICE. WATER QUALITY ENHANCEMENT PROTECTS ONSITE SOILS AND OFFSITE STREAMS AND LAKES FROM SULFURIC ACID LEACHATE THAT CREATES SOIL PH CONDITIONS UNSUITABLE FOR GROWTH OF VEGETATION. WHERE APPLICABLE THIS PRACTICE IS APPLICABLE TO ANY HIGH ACID-PRODUCING SOIL MATERIALS. SUCH MATERIALS HAVE BEEN FOUND IN THE COASTAL PLAIN AREAS OF BURLINGTON, CAMDEN, CUMBERLAND, GLOUCESTER, MERCER, MIDDLESEX, MONMOUTH, OCEAN, SALEM AND SOMERSET COUNTIES. PLANNING CRITERIA EARLY RECOGNITION AND BURIAL, REMOVAL OR DISPOSAL OF HIGH ACID-PRODUCING SOILS IS ESSENTIAL FOR LIMITING THE AMOUNT OF ACIDIC MATERIAL PRODUCED. REVIEW A SURFACE GEOLOGY MAP FOR THE PROPOSED SITE TO INVESTIGATE THE PRESENCE OF GEOLOGIC FORMATIONS WHICH COMMONLY CONTAIN HIGH ACID-PRODUCING DEPOSITS. THE GEOLOGIC FORMATIONS ARE AS FOLLOWS: CHEESEQUAKE MANASQUAN RED BANK, SANDY HOOK MEMBER ENGLISHTOWN SAND MARSHALLTOWN SHARK RIVER HORNERSTOWN MERCHANTVILLE TINTON KIRKWOOD NAVESINK WENONAH MAGOTHY RARITAN WOODBURY CLAY FIGURE 1-1 OF THE NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL (JANUARY 2014 EDITION) SHOWS AREAS WHERE THESE DEPOSITS MAY BE PRESENT. CONTACT THE LOCAL SOIL CONSERVATION DISTRICT TO DETERMINE THE HISTORICAL PRESENCE OF HIGH ACID-PRODUCING SOILS IN THE VICINITY OF THE PROPOSED DEVELOPMENT SITE. HIGH ACID-PRODUCING SOILS MAY BE PRESENT IN UNDISTURBED SOILS AT VARYING DEPTHS, INCLUDING NEAR THE SOIL SURFACE TO EXCAVATIONS OR DEEP DISTURBANCES. ITS PRESENCE ON A SITE MAY BE SIGNIFICANT OR LIMITED IN THE SOIL PROFILE. HIGH ACID PRODUCING SOILS ARE COMMONLY BLACK, DARK BROWN, GRAY OR GREENISH WITH SILVERY PYRITE OR MARCASITE NUGGETS OR FLAKES. ALTERNATIVELY, SANDY SOILS OR REDDISH, YELLOWISH OR LIGHT TO MEDIUM BROWN SOIL MATERIALS ARE USUALLY FREE OF HIGH ACID-PRODUCING DEPOSITS. METHODS AND MATERIALS 1. LIMIT THE EXCAVATION AREA AND EXPOSURE TIME WHEN HIGH ACID-PRODUCING SOILS ARE ENCOUNTERED. 2. TOPSOIL STRIPPED FROM THE SITE SHALL BE STORED SEPARATELY FROM TEMPORARILY STOCKPILED HIGH ACID-PRODUCING SOILS. 3. STOCKPILES OF HIGH ACID-PRODUCING SOIL SHOULD BE LOCATED ON LEVEL LAND TO MINIMIZE ITS MOVEMENT, ESPECIALLY WHEN THIS MATERIAL HAS A HIGH CLAY CONTENT. 4. TEMPORARILY STOCKPILED HIGH ACID-PRODUCING SOIL MATERIAL TO BE STORED MORE THAN 48 HOURS SHOULD BE COVERED WITH PROPERLY ANCHORED, HEAVY GRADE SHEETS OF POLYETHYLENE WHERE POSSIBLE. IF NOT POSSIBLE, STOCKPILES SHALL BE COVERED WITH A MINIMUM OF 3 TO 6 INCHES OF WOOD CHIPS TO MINIMIZE EROSION OF THE STOCKPILE. SILT FENCE SHALL BE INSTALLED AT THE TOE OF THE SLOPE TO CONTAIN MOVEMENT OF THE STOCKPILED MATERIAL. TOPSOIL SHALL NOT BE APPLIED TO THE STOCKPILES TO PREVENT TOPSOIL CONTAMINATION WITH HIGH ACID-PRODUCING SOIL. 5. HIGH ACID-PRODUCING SOILS WITH A PH OF 4.0 OR LESS OR CONTAINING IRON SULFIDE (INCLUDING BORROW FROM CUTS OR DREDGED SEDIMENT) SHALL BE ULTIMATELY PLACED OR BURIED WITH LIMESTONE APPLIED AT THE RATE OF 10 TONS PER ACRE (OR 450 POUNDS PER 1,000 SQUARE FEET OF SURFACE AREA) AND COVERED WITH A MINIMUM OF 12 INCHES OF SETTLED SOIL WITH A PH OF 5.0 OR MORE EXCEPT AS FOLLOWS: a. AREAS WHERE TREES OR SHRUBS ARE TO BE PLANTED SHALL BE COVERED WITH A MINIMUM OF 24 INCHES OF SOIL WITH A PH OR 5 OR MORE. b. DISPOSAL AREAS SHALL NOT BE LOCATED WITHIN 24 INCHES OF ANY SURFACE OF A SLOPE OR BANK, SUCH AS BERMS, STREAM BANKS, DITCHES, AND OTHERS, TO PREVENT POTENTIAL LATERAL LEACHING DAMAGES. 6. EQUIPMENT USED FOR MOVEMENT OF HIGH ACID-PRODUCING SOILS SHOULD BE CLEANED AT THE END OF EACH DAY TO PREVENT SPREADING OF HIGH ACID-PRODUCING SOIL MATERIALS TO OTHER PARTS OF THE SITE, INTO STREAMS OR STORMWATER CONVEYANCES, AND TO PROTECT MACHINERY FROM ACCELERATED RUSTING. 7. NON-VEGETATIVE EROSION CONTROL PRACTICES (STONE TRACKING PADS, STRATEGICALLY PLACED LIMESTONE CHECK DAM, SEDIMENT BARRIER, WOOD CHIPS) SHOULD BE INSTALLED TO LIMIT THE MOVEMENT OF HIGH ACID-PRODUCING SOILS FROM, AROUND, OR OFF THE SITE. 8. FOLLOWING BURIAL OR REMOVAL OF HIGH ACID-PRODUCING SOIL, TOPSOILING AND SEEDING OF THE SITE (SEE TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION, PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, AND TOPSOILING), MONITORING MUST CONTINUE FOR A MINIMUM OF 6 MONTHS TO ENSURE THERE IS ADEQUATE STABILIZATION AND THAT NO HIGH ACID-PRODUCING SOIL PROBLEMS EMERGE. IF PROBLEMS STILL EXIST, THE AFFECTED AREA MUST BE TREATED AS INDICATED ABOVE TO CORRECT THE PROBLEM. STANDARD FOR STABILIZATION  WITH MULCH ONLY DEFINITION STABILIZING EXPOSED SOILS WITH NON-VEGETATIVE MATERIALS EXPOSED FOR PERIODS LONGER THAN 14 DAYS PURPOSE TO PROTECT EXPOSED SOIL SURFACES FROM EROSION DAMAGE AND TO REDUCE OFFSITE ENVIRONMENTAL DAMAGE. WATER QUALITY ENHANCEMENT PROVIDES TEMPORARY MECHANICAL PROTECTION AGAINST WIND OR RAINFALL INDUCED SOIL EROSION UNTIL PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED. WHERE APPLICABLE THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO EROSION, WHERE THE SEASON AND OTHER CONDITIONS MAY NOT BE SUITABLE FOR GROWING AN EROSION-RESISTANT COVER OR WHERE STABILIZATION IS NEEDED FOR A SHORT PERIOD UNTIL MORE SUITABLE PROTECTION CAN BE APPLIED. 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 STANDARDS FOR LAND GRADING. B. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS. SEE STANDARDS 11 THROUGH 42. 2. PROTECTIVE MATERIALS A. UNROTTED SMALL-GRAIN STRAW, AT 2.0 TO 2.5 TONS PER ACRE, IS SPREAD UNIFORMLY AT 90 TO 115 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. THE APPROVED RATES ABOVE HAVE BEEN MET WHEN THE MULCH COVERS THE GROUND COMPLETELY UPON VISUAL INSPECTION, I.E. THE SOIL CANNOT BE SEEN BELOW THE MULCH. B. SYNTHETIC OR ORGANIC SOIL STABILIZERS MAY BE USED UNDER SUITABLE CONDITIONS AND IN QUANTITIES AS RECOMMENDED BY THE MANUFACTURER. C. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 POUNDS PER ACRE (OR ACCORDING TO THE MANUFACTURER’S REQUIREMENTS) MAY BE APPLIED BY A HYDROSEEDER. D. MULCH NETTING, SUCH AS PAPER JUTE, EXCELSIOR, COTTON, OR PLASTIC, MAY BE USED. E. WOODCHIPS APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 2 INCHES MAY BE USED. WOODCHIPS WILL NOT BE USED ON AREAS WHERE FLOWING WATER COULD WASH THEM INTO AN INLET AND PLUG IT. F. GRAVEL, CRUSHED STONE, OR SLAG AT THE RATE OF 9 CUBIC YARDS PER 1,000 SQ. FT. APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 3 INCHES MAY BE USED. SIZE 2 OR 3 (ASTM C-33) IS RECOMMENDED. 3. MULCH ANCHORING A. MULCH ANCHORING SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT OF HAY OR STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA AND STEEPNESS OF SLOPES. B. 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. C. MULCH NETTINGS - STAPLE PAPER, COTTON, OR PLASTIC NETTINGS OVER MULCH. USE DEGRADABLE NETTING IN AREAS TO BE MOWED. NETTING IS USUALLY AVAILABLE IN ROLLS 4 FEET WIDE AND UP TO 300 FEET LONG. D. CRIMPER MULCH ANCHORING COULTER TOOL - A TRACTOR-DRAWN IMPLEMENT ESPECIALLY DESIGNED TO PUNCH AND ANCHOR MULCH INTO THE SOIL SURFACE. THIS PRACTICE AFFORDS MAXIMUM EROSION CONTROL, BUT ITS USE IS LIMITED TO THOSE SLOPES UPON WHICH THE TRACTOR CAN OPERATE SAFELY. SOIL PENETRATION SHOULD BE ABOUT 3 TO 4 INCHES. ON SLOPING LAND, THE OPERATION SHOULD BE ON THE CONTOUR. 4. LIQUID MULCH BINDERS A. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS, AND AT CRESTS OF REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE. B. USE ONE OF THE FOLLOWING: B.1. ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER BASED, HYDROPHILIC MATERIALS THAT MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANE NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTO-TOXIC EFFECT OR IMPEDE GROWTH OF TURFGRASS. VEGETABLE BASED GELS SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER. B.2. SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER.IT SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION DEFINITION ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER ON SOILS EXPOSED FOR PERIODS OF TWO TO 6 MONTHS WHICH ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION OR NOT SCHEDULED FOR PERMANENT SEEDING WITHIN 60 DAYS. PURPOSE TO TEMPORARILY STABILIZE THE SOIL AND REDUCE DAMAGE FROM WIND AND WATER EROSION UNTIL PERMANENT STABILIZATION IS ACCOMPLISHED. WATER QUALITY ENHANCEMENT PROVIDES TEMPORARY PROTECTION AGAINST THE IMPACTS OF WIND AND RAIN, 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 THE 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 STANDARDS FOR LAND GRADING, PG. 19-1. B. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS. SEE STANDARDS 11 THROUGH 42. C. IMMEDIATELY PRIOR TO SEEDING, THE SURFACE SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). 2. SEEDBED PREPARATION A. APPLY GROUND LIMESTONE AND FERTILIZER 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. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE AT THE RATE OF 2 TONS/ACRE UNLESS SOIL TESTING INDICATES OTHERWISE. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH 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. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED IN ACCORDANCE WITH THE ABOVE. D. SOILS HIGH IN SULFIDES OR HAVING A PH OF 4 OR LESS REFER TO STANDARD FOR MANAGEMENT OF HIGH ACID E. PRODUCING SOILS, PG. 1-1. 3. SEEDING A. SELECT SEED FROM RECOMMENDATIONS IN TABLE 7-2. (SOURCE: NJ SESC JANUARY 2014 STANDARDS) a. SEEDING RATE FOR WARM SEASON GRASS, SELECTIONS 5 - 7 SHALL BE ADJUSTED TO REFLECT THE AMOUNT OF PURE LINE SEED (PLS) AS DETERMINED BY A GERMINATION TEST RESULT. NO ADJUSTMENT IS REQUIRED FOR COOL SEASON GRASSES. b. MAY BE PLANTED THROUGHOUT SUMMER IF SOIL MOISTURE IS ADEQUATE OR SEEDED AREA CAN BE IRRIGATED. c. PLANT HARDINESS ZONE (SEE FIGURE 7-1, PG. 7-4.) d. TWICE THE DEPTH FOR SANDY SOILS B. CONVENTIONAL SEEDING. APPLY 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, 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. 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. SHORT FIBERED MULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION IV MULCHING) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS, STUMPS, ETC. D. 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. 4. MULCHING MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL PROMOTE FASTER AND EARLIER ESTABLISHMENT. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT. A. STRAW OR HAY. UNNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, 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 APPROXIMATELY 95% OF THE SOIL SURFACE WILL BE 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 CRIS-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 TOOL). A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, ESPECIALLY DESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT IS REQUIRED. 4. LIQUID MULCH-BINDERS. – MAY BE USED TO ANCHOR 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 TURFGRASS. 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 TO MULCH, DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN IT SHALL BE APPLIED AT RATES RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. NOTE: ALL NAMES GIVE ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A COMMENDATION 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 PONDS PER ACRE (OR AS RECOMMENDED BY THE PROJECT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. THIS MULCH SHALL NOT BE MIXED IN THE TANK WITH 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, FORMA MULCH MAT. PELLETIZED MULCH SHALL BE APPLIES IN ACCORDANCE WITH THE MANUFACTURERS 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 BEE FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR RENOVATION AREAS, SEEDED AREAS WHERE WEED-SEED FREE 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. 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/). B. 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. C. 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. D. 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. THE SEED MIXTURE TO BE UTILIZED FOR PERMANENT VEGETATION SHALL BE MIX #12 FROM TABLE 4-3 TURF TYPE ALL FESCUE. THE SEEDING RATE SHALL BE 350 POUNDS PER ACRE, OR 8 POUNDS PER 1,000 SQUARE FEET AS SPECIFIED IN TABLE 4-3 OF JANUARY 2014 EDITION OF THE NEW JERSEY SOIL EROSION AND SEDIMENT CONTROL STANDARDS. 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. B. 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. C. WARM-SEASON MIXTURES ARE GRASSES AND LEGUMES WHICH MAXIMIZE GROWTH AT HIGH TEMPERATURES, GENERALLY 85°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. D. 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. E. 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. F. 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. G. 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. SHORT-FIBERED MULCH 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 A. MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL PROTECT AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILLPROMOTE FASTER AND EARLIER ESTABLISHMENT. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT. B. 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. C. 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. D. 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. E. 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. F. MULCH NETTINGS - STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A DEGRADABLE NETTING INAREAS TO BE MOWED. G. CRIMPER (MULCH ANCHORING COULTER TOOL) - A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, ESPECIALLYDESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT IS REQUIRED. H. 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 BINDER SHALL BE APPLIED AT RATES RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. NOTES: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A RECOMMENDATION OF THESE PRODUCTS TO THE EXCLUSION OF OTHER PRODUCTS. I. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER CONTAINING NO GROWTH ORGERMINATION 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 USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL. J. 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 WITHTHE MANUFACTURER’S RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR MECHANICAL SPREADER AT THE RATE OF 60-75 LBS/1,000 SQUARE FEET AND ACTIVATED WITH 0.2 TO0.4 INCHES OF WATER. THIS MATERIAL HAS BEEN FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR RENOVATION AREAS, SEEDED AREAS WHERE WEED-SEED FREE MULCH IS DESIRED, OR ON SITES 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 SEEDBED IS EXTREMELY IMPORTANT FOR SUFFICIENT ACTIVATION AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE. 5. IRRIGATION (WHERE FEASIBLE) IF SOIL MOISTURE IS DEFICIENT SUPPLY NEW SEEDING WITH ADEQUATE WATER (A MINIMUM OF 1/4 INCH APPLIED UP TO TWICE A DAY UNTIL VEGETATION IS WELL ESTABLISHED). THIS IS ESPECIALLY TRUE WHEN SEEDINGS ARE MADE IN ABNORMALLY DRY OR HOT WEATHER OR ON DROUGHTY SITES. 6. TOPDRESSING SINCE SOIL ORGANIC MATTER CONTENT AND SLOW RELEASE NITROGEN FERTILIZER (WATER INSOLUBLE) ARE PRESCRIBED IN SECTION 2A-SEEDBED PREPARATION IN THIS STANDARD, NO FOLLOW-UP OF TOPDRESSING IS MANDATORY. AN EXCEPTION MAYBE MADE WHERE GROSS NITROGEN DEFICIENCY EXISTS IN THE SOIL TO THE EXTENT THAT TURF FAILURE MAY DEVELOP. IN THAT I NSTANCE, TOPDRESS WITH 10-10-10 OR EQUIVALENT AT 300 POUNDS PER ACRE OR7 POUNDS PER1,000 SQUARE FEET EVERY 3 TO 5 WEEKS UNTIL THE GROSS NITROGEN DEFICIENCY IN THE TURF IS AMELIORATED. 7. ESTABLISHING PERMANENT VEGETATIVE STABILIZATION THE QUALITY OF PERMANENT VEGETATION RESTS WITH THE CONTRACTOR. THE TIMING OF SEEDING, PREPARING THE SEED BED, APPLYING NUTRIENTS, MULCH AND OTHER MANAGEMENT ARE ESSENTIAL. THE SEED APPLICATION RATES IN TABLE 4-3 ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF PERMANENT VEGETATION. UP TO 50% REDUCTION IN APPLICATION RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO REQUESTING A REPORT OF COMPLIANCE FROM THE DISTRICT. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80% VEGETATIVE COVER (OF THE SEEDED SPECIES) AND MOWED ONCE. NOTE THIS DESIGNATION OF MOWED ONCE DOES NOT GUARANTEE THE PERMANENCY OF THE TURF SHOULD OTHER MAINTENANCE FACTORS BE NEGLECTED OR OTHERWISE MISMANAGED. STANDARD FOR TOPSOILING DEFINITION TOP SOILING ENTAILS THE DISTRIBUTION OF SUITABLE QUALITY SOIL ON AREAS TO BE VEGETATED. PURPOSE TO IMPROVE THE SOIL MEDIUM FOR PLANT ESTABLISHMENT AND MAINTENANCE. WATER QUALITY ENHANCEMENT GROWTH AND ESTABLISHMENT OF A VIGOROUS VEGETATIVE COVER IS FACILITATED BY TOPSOIL, PREVENTING SOIL LOSS BY WIND AND RAIN OFFSITE AND INTO STREAMS AND OTHER STORMWATER CONVEYANCES. WHERE APPLICABLE TOPSOIL SHALL BE USED WHERE SOILS ARE TO BE DISTURBED AND WILL BE REVEGETATED. METHODS AND MATERIALS 1. MATERIALS A. TOPSOIL SHOULD BE FRIABLE, LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS AND STONES, AND CONTAIN NO TOXIC SUBSTANCE OR ADVERSE CHEMICAL OR PHYSICAL CONDITION THAT MAY BE HARMFUL TO PLANT GROWTH. SOLUBLE SALTS SHOULD NOT BE EXCESSIVE (CONDUCTIVITY LESS THAN 0.5 MILLIMHOS PER CENTIMETER. MORE THAN 0.5 MILLIMHOS MAY DESICCATE SEEDLINGS AND ADVERSELY IMPACT GROWTH ). TOPSOIL HAULED IN FROM OFFSITE SHOULD HAVE A MINIMUM ORGANIC MATTER CONTENT OF 2.75 PERCENT. ORGANIC MATTER CONTENT MAY BE RAISED BY ADDITIVES. B. TOPSOIL SUBSTITUTE IS A SOIL MATERIAL WHICH MAY HAVE BEEN AMENDED WITH SAND, SILT, CLAY, ORGANIC MATTER, FERTILIZER OR LIME AND HAS THE APPEARANCE OF TOPSOIL. TOPSOIL SUBSTITUTES MAY BE UTILIZED ON SITES WITH INSUFFICIENT TOPSOIL FOR ESTABLISHING PERMANENT VEGETATION. ALL TOPSOIL SUBSTITUTE MATERIALS SHALL MEET THE REQUIREMENTS OF TOPSOIL NOTED ABOVE. SOIL TESTS SHALL BE PERFORMED TO DETERMINE THE COMPONENTS OF SAND, SILT, CLAY, ORGANIC MATTER, SOLUBLE SALTS AND PH LEVEL. 1. FRIABLE MEANS EASILY CRUMBLES IN THE FINGERS, AS DEFINED IN MOST SOILS TEXTS. 2. LOAMY MEANS TEXTURE GROUPS CONSISTING OF COARSE LOAMY SANDS, SANDY LOAM, FINE AND VERY FINE SANDY LOAM, LOAM, SILT LOAM, CLAY LOAM, SANDY CLAY LOAM AND SILTY CLAY LOAM TEXTURES AND HAVING LESS THAN 35% COARSE FRAGMENTS (PARTICLES LESS THAN 2MM IN SIZE ) AS DEFINED IN THE GLOSSARY OF SOIL SCIENCE TERMS, 1996, SOIL SCIENCE SOCIETY OF AMERICA. 2. STRIPPING AND STOCKPILING A. FIELD EXPLORATION SHOULD BE MADE TO DETERMINE WHETHER QUANTITY AND OR QUALITY OF SURFACE SOIL JUSTIFIES STRIPPING. B. STRIPPING SHOULD BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. C. WHERE FEASIBLE, LIME MAY BE APPLIED BEFORE STRIPPING AT A RATE DETERMINED BY SOIL TESTS TO BRING THE SOIL PH TO APPROXIMATELY 6.5. IN LIEU OF SOIL TESTS, SEE LIME RATE GUIDE IN SEEDBED PREPARATION FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, PG. 4-1. D. A 4-6 INCH STRIPPING DEPTH IS COMMON, BUT MAY VARY DEPENDING ON THE PARTICULAR SOIL. E. STOCKPILES OF TOPSOIL SHOULD BE SITUATED SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL DAMAGE. F. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH STANDARDS PREVIOUSLY DESCRIBED HEREIN; SEE STANDARDS FOR PERMANENT (PG. 4-1) OR TEMPORARY (PG.7-1) VEGETATIVE COVER FOR SOIL STABILIZATION. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. 3. SITE PREPARATION A. GRADE AT THE ONSET OF THE OPTIMAL SEEDING PERIOD SO AS TO MINIMIZE THE DURATION AND AREA OF EXPOSURE OF DISTURBED SOIL TO EROSION. IMMEDIATELY PROCEED TO ESTABLISH VEGETATIVE COVER IN ACCORDANCE WITH THE SPECIFIED SEED MIXTURE. TIME IS OF THE ESSENCE. B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE. SEE THE STANDARD FOR LAND GRADING, PG. 19-1. C. AS GUIDANCE FOR IDEAL CONDITIONS, SUBSOIL SHOULD BE TESTED FOR LIME REQUIREMENT. LIMESTONE, IF NEEDED, SHOULD BE APPLIED TO BRING SOIL TO A PH OF APPROXIMATELY 6.5 AND INCORPORATED INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES. D. IMMEDIATELY PRIOR TO TOPSOILING, THE SURFACE SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS WILL HELP INSURE A GOOD BOND BETWEEN THE TOPSOIL AND SUBSOIL. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). E. EMPLOY NEEDED EROSION CONTROL PRACTICES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENTATION BASINS, AND WATERWAYS. SEE STANDARDS 11 THROUGH 42. 4. APPLYING TOPSOIL A. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL STRUCTURE; I.E., LESS THAN FIELD CAPACITY (SEE GLOSSARY). B. A UNIFORM APPLICATION TO A DEPTH OF 5 INCHES (UNSETTLED) IS RECOMMENDED. SOILS WITH A PH OF 4.0 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING A PH OF 5.0 OR MORE, IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL (PG. 1-1). SOIL EROSION AND SEDIMENT CONTROL NOTES 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL” 7TH EDITION LAST REVISED 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, WILL BE TEMPORARILY SEEDED AND HAY MULCHED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER. 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 INCHES (UNSETTLED) 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 -1”CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” 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. 16. A STREET AND/OR SIDEWALK OCCUPANCY PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO ANY CONSTRUCTION IN OR OCCUPANCY OF THE PUBLIC RIGHT-OF-WAY. 17. A SIDEWALK CONSTRUCTION PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO SUCH WORK. 18. A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED FROM THE ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF ANY WORK AT THE SITE. SOIL DE-COMPACTION TESTING - THIS PROJECT IS EXEMPT FROM SOIL DECOMPACTION TESTING UNDER EXEMPTION #6: BROWNFIELDS (CAPPED USES), URBAN REDEVELOPMENT AREAS, IN-FILL AREAS, RECYCLING YARDS AND QUARRIES. - SOIL MANAGEMENT NOTE: ACCORDING TO STATE OF NEW JERSEY USE CLASSIFICATION SYSTEM, THE SITE IS UNDER URBAN REDEVELOPMENT AREA, LAND USE CODE 1,110. THEREFORE, THE PROPOSED PROJECT DOES NOT REQUIRE COMPACTION REMEDIATION, AS PER EXEMPTION #6 UNDER SOIL MANAGEMENT AND PREPARATION STANDARDS FOR SOIL AND SEDIMENT CONTROL IN NEW JERSEY. ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY SOIL EROSION & SEDIMENT CONTROL NOTES NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/ 28/2026 AS SHOWN C107 10 OF 13 HEPSCD SOIL EROSION AND SEDIMENT CONTROL NOTES 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW  JERSEY STANDARDS  FOR  SOIL EROSION  AND  SEDIMENT CONTROL”  7TH EDITION LAST REVISED JULY 2017, EFFECTIVE DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL – 8/15 – 10/1 4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED 5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL – [email protected] 9. THE  APPLICANT  MUST OBTAIN  A  DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR  TO  APPLYING  FOR THE  CERTIFICATE  OF OCCUPANCY  OR TEMPORARY  CERTIFICATE OF  OCCUPANCY  FROM THE  RESPECTIVE MUNICIPALITY,  NJ  -  DCA OR  ANY  OTHER CONTROLLING  AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES, FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, EFFECTIVE DECEMBER 2017. 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. 13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ½ -1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” 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.� 1. ALL CONCRETE SHALL CONFORM TO 2007 NJ D.O.T. STANDARD SPEC. FOR ROAD & BRIDGE CONSTRUCTION SECTION 914 CLASS ''B'' AIR ENTRAINED. 2. EXPANSION JOINTS SHALL BE AT 10-FOOT INTERVALS AND FILLED WITH A HALF INCH THICK, NON-EXTRUDABLE, FIBROUS, BITUMASTIC MATERIAL. 3. 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. 4. 4'' SUBBASE OF DENSE GRADED AGGREGATE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE. 5. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO NJ D.O.T. STANDARDS AND SPECIFICATIONS. 6. INADEQUATE WORK MAY BE REJECTED BY THE CITY ENGINEER OR HIS/HER REPRESENTATIVE PRIOR TO POURING. 7. PROVIDE 1/2'' THICK NON-EXTRUDABLE, FIBROUS BITUMASTIC MATERIAL WHERE CURB MEETS SIDEWALK. 1/2" R NEW 6" CURB 1 1 4" R SEAL JOINT PER NJDOT SPECIFICATIONS 6" HOT MIX ASPHALT (HMA 12.5M64) BASE COURSE BASE COURSE, NJDOT DENSE GRADE AGGREGATE, 6" THICK GUTTER GRADE SEAL JOINT PER NJDOT SPECIFICATIONS CURB CONSTRUCTION / PAVEMENT REPAIR GENERAL NOTES 18" FINISHED GRADE MATCH SLOPE OF ADJACENT PAVING STABLE AND NON YIELDING SUBRGADE. COMPACTED TO 95% MODIFIED (ASTM D-1557) 2" HOT MIX ASPHALT (HMA 9.5M64) SURFACE COURSE EXISTING ASPHALT PAVING MILL INTERFACE AREA 6" 1'-0" PAVEMENT REPAIR 1'-0" INTERFACE FACE OF CURB INSTALLATION OF 4" - 12" SERVICE VALVE BOX PAVEMENT 4' MINIMUM COVER M.J. TAPPING VALVE W/ RETAINER GLAND M.J. W/ RETAINER GLAND CURB TAPPING SLEEVE WATER MAIN HUB 18" MINIMUM INSIDE CURB M.J. DUCTILE IRON PIPE CLASS 52 NOTE: RETAINER GLANDS TO BE USED ON ALL MECHANICAL JOINTS. ADDITIONAL RESTRAINTS EITHER CONCRETE THRUST BLOCK OR STEAL TIE RODS MAY BE REQUIRED BY THE DIVISION CONC BLOCK UNDER VALVE 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 CRUSHED STONE FINISHED GRADE CONCRETE CLEANOUT BOX WITH METAL FRAME & COVER LABALED "SEWER" CLEANOUT PROTECTION BOX SCHEDULE 40 PVC PIPE SEE SCHEDULE FOR SIZE REDUCER FITTING BUILDING DOWNSPOUT SEE ARCHITECTURAL PLANS FOR SIZE EXTEND DOWNSPOUT THROUGH CAP SCHEDULE 40 PVC CAP LOOSE FIT (NO ADHESIVE) BY BUILDING CONTRACTOR BY SITE CONTRACTOR SEE NOTE #2 WATER TIGHT CONNECTION SEE GRADING PLAN FOR SIZE OF COLLECTOR PAVEMENT / GRASSED AREA SEE NOTE #1 1% MIN. SLOPE NOTES: 1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING, SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE CAP, BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING DOWNSPOUT THROUGH CAP, 4. INSTALL PIPES CLEAR OF PORCHES, BOLLARDS, AND OTHER BUILDING APPURTENANCES PVC PIPE DOWN SPOUT 8"x8" 12" Ø 15" Ø 18" Ø SCHEDULE 10"x10" 12"x12" 15" Ø 4"x6" 9"x9" 12" Ø 6" 1'4" MIN EXTERIOR DOWNSPOUT COLLECTOR TAPPING SLEEVE AND VALVE. NOTES: 1. INSTALLATION OF TAPPING SLEEVE AND 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 HAVE A SOIL BEATING AREA EQUAL TO THAT OF A 45° ELBOW. 3. ALL TAPPING SLEEVES SHALL BE MECHANICAL JOINT TYPE AS MANUFACTURED BY THE MUELLER VALVE SHALL OPEN CLOCKWISE 4. TAPPING VALVES FOR FIRE SERVICES SHALL BE CITY OF NEWARK STANDARD, OPENING CLOCKWISE DIRECTION AND HAVE A PRESSURE OF 200 psi. PLAN ELEVATION EXISTING PIPE EXISTING PIPE BOX & BONNET GATE VALVE ADJUSTABLE VALVE BOX FINISHED GRADE REIN. BAR THRUST BLOCK POURED AGAINST UNDISTURBED SOIL MECHANICAL JOINT TAPPING SLEEVE WATER MAIN CROSSING UTILITY 4'-0" MIN. COVER 4'-0" MIN COVER ALTERNATE CROSSING FINISHE GRADE RETAINING CLAMP US PIPE DUAL PURPOSE SLEEVE OR EQUAL. AS REQUIRED AS REQUIRED AS REQUIRED 18" MIN. SANITARY SEWER 12" MIN. SANITARY SEWER 18" MIN. SANITARY SEWER 12" MIN. SANITARY SEWER 2'-0 MIN 3'-0" MAX 45° RESTRAINED JOINT FITTING (TYP.) NOTE: THRUST BLOCKS REQUIRED FOR ALL BENDS & FITTINGS PVC WYE BRANCH A A 45° BEND 4" OR 6" PVC SCH 40 OR SDR-35 2,000 PSI CONCRETE ENCASEMENT EXISTING LATERAL "FERNCO" TRANSITION COUPLING OR APPROVED EQUIVALENT PVC CLEANOUT WITH BRASS CAP 4" - 45° ELBOW "FERNCO" TRANSITION COUPLING OR APPROVED EQUIVALENT EXISTING LATERAL 2,000 PSI CONCRETE ENCASEMENT 4" OR 6" WYE BRANCH SECTION "A-A" PLAN 45° BEND 3'-0" MIN GRADE 1/4" PER 1' MIN. FLOW PAVEMENT 6" MIN. PVC SDR-35 GRAVITY SEWER PIPE 2,000 PSI CONCRETE 6" ALL AROUND (TYP.) UNDISTURBED SOIL PVC SEWER MAIN CURB FACE AS DIRECTED 1'-6" 02 04 05 SANITARY SEWER LATERAL AND CLEANOUT 07 08 09 10 12 13 14 010611 15 4-1/2" 6" 6'-0" 9" 1/4" 1/4" 6" 5" 2-1/8" 2-7/8" 2-1"Ø HOLES 5" 2" 3" 2" 9" SEAL 1/2" DEEP HOLE W/ MORTAR 2-#3 REBARS #6 @ 2'-6" LONG SECTION PRECAST CONCRETE WHEEL STOP NOTES FOR ADA COMPLIANCE CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAPPED) ACCESSIBLE COMPONENTS FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EGRESS, SHALL COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDED, BUT ARE NOT LIMITED TO THE FOLLOWING: a. PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) IN ANY DIRECTION b. CURB RAMPS - SLOPES SHALL NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. CURB RAMPS SHALL NOT RISE MORE THAN 6" WITHOUT A HANDICAP RAMP. c. LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, SHALL PROVIDE POSITIVE DRAINAGE, AND SHALL NOT EXCEED 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) CROSS SLOPE. d. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - SHALL PROVIDE A 36 INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL, (CAR OVERHANGS CANNOT REDUCE THIS MINIMUM WIDTH), THE SLOPE SHALL BE NO GREATER THAN 1:20 (5.0% OR 5/6” PER FOOT) IN THE DIRECTION OF TRAVEL, AND SHALL NOT EXCEED 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), AN ADA RAMP WITH A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM DISTANCE OF 30 FEET, SHALL BE PROVIDED. THE RAMP SHALL HAVE ADA HANDRAILS AND “LEVEL” LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) FOR POSITIVE DRAINAGE. e. DOORWAYS - SHALL HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE UP THE DOOR THAT IS SLOPED NO MORE THAN 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA SHALL BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS (SEE APPLICABLE CODE SECTIONS). 2. IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE OFFICIAL PRIOR TO COMMENCING WORK. 3. AT ALL CROSSWALKS, GC IS TO MAINTAIN A MAXIMUM 2% CROSS SLOPE AND MAXIMUM 5% RUNNING SLOPE. NOTIFY ENGINEER OF ANY DISCREPANCIES IN FIELD. 4. CONTRACTOR SHALL ENSURE A MAXIMUM OF 1/4" VERTICAL CHANGE IN LEVEL ALONG THE ACCESSIBLE PATH. WHERE A CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" EXISTS, CONTRACTOR SHALL ENSURE THAT THE TOP OF 1/4" CHANGE IN LEVEL IS BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 5. OPENINGS (GAPS OR HORIZONTAL SEPARATION) ALONG ACCESSIBLE PATH SHALL NOT ALLOW PASSAGE OF A SPHERE GREATER THAN 1/2". 16 A A B B SECTION A-A SECTION B-B 4'-0" FRAME AND GRATE VARIABLE 1'-10" 8" 3" 11" LADDER RUNGS SEE DETAIL CD-602-1.3 & 1.5 BICYCLE SAFE GRATE AS SHOWN IN CD-602-1.8 NOTE: FOUNDATION AND INVERT TO BE CONSTRUCTED IN 2 STAGES. TOP SURFACE OF STAGE 1 TO BE LEFT ROUGH. A - INLET (TYP.) DRAINAGE CAMPBELL MANHOLE FRAME & COVER PATTERN NO.1203 ADJUST TO GRADE W/ MAXIMUM OF 3 COURSE BRICK DOGHOUSE OPENING IN MANHOLE WALL TO BE FILLED W/ CONCRETE PORTION OF EXIST. PVC TO BE REMOVED (WITHIN WALL OF MANHOLE) 8" THICK CLASS D CONC. BASE SLAB 3/4" CLEAN CRUSHED STONE5" 36" 5" THICK CLASS C CONC. WALLS PROPOSED PVC PIPE (SEE PLAN FOR SIZE & INVERT) 48" EXISTING. PVC TO REMAIN - TYP EXISTING. PVC TO REMAIN - TYP A A B B MANHOLE EXISTINGPROPOSED EXISTING 6" 48" SECTION A-A SECTION B-B DOGHOUSE MANHOLE W/ FRAME & COVER (TYP.) ROUND FLANGE PLAN C C SECTION C-C LABEL 39" 32" 24" 25 3 4" 1 3 8" 8" 1. MATERIAL: GRAY CAST IRON, ASTM A48-83 CLASS 35B. 2. AASHTO M525-44 HIGHWAY LOADING. 3. BEARING SURFACE AT SEAT OF COVER AND FRAME SHALL BE MACHINED FOR UNIFORM FIT. 4. COVER SHALL HAVE SIX (6) 3 4" DIAMETER VENTS. 5. CASTING SUPPLIED WITHOUT SURFACE COATING. 6. CAMPBELL FOUNDRY PATTERN NUMBER 1203 OR APPROVED EQUAL. PICKHOLE DETAIL NOTES CAMPBELL MANHOLE FRAME & COVER PATTERN NO.1203 W/ LABEL " SANITARY SEWER" OR "STORM SEWER" DEPENDING ON USAGE MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION INVERT ACCORDING TO PLANS/TAKE OFF NYLOPLAST 12" AREA DRAIN (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. 5 - DIMENSIONS ARE IN INCHES 6 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL INFORMATION & DRAWING NO. 7001-110-364 FOR N-12 HP BELL INFORMATION. (B) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 3. HUB ADAPTOR SHALL BE PVC PER ASTM D3034 (SDR SAME AS LATERAL PIPE). 2. SECURING CLAMP SHALL BE SS#301 (BEND AND HOUSING), SS#305 (SCREW) 1. RUBBER SLEEVE SHALL CONFORM TO ASTM-C443. NOTES: RUBBER SLEEVE PVC HUB ADAPTOR PROPOSED INSERTA-TEE UNDISTURBED SOIL PIPES SIMILAR) (CONCRETE & CORRUGATED V.C.P. OR POLYETHYLENE * SEE MANUFACTURER'S EXISTING D.I.P./P.V.C./A.C.P./ SECURING CLAMP CORE-DRILLED SOLID WALL HOLE * DIMENSION SPECIFICATIONS FOR STAINLESS STEEL (SEE PLAN FOR SIZE) (SEE DETAIL) PIPE BEDDING PROPOSED LATERAL CONNECTION PIPE AT 60° ANGLE MAX. FITTING POSITIONED ON INSERTA - TEE MANUFACTURER RECOMMENDATIONS (SEE PLAN FOR SIZE) PIPES SIMILAR) (CONCRETE & CORRUGATED V.C.P. OR POLYETHYLENE EXISTING D.I.P./P.V.C./A.C.P./ CORE DRILL HOLE PER INSERTA TEE CONNECTION Tree Caliper Root Ball Depth 2'' - 2.5'' 18'' 2.5'' - 3'' 3'' - 3.5'' 3.5'' - 4'' 4'' - 4.5'' 20'' 20.5'' 24'' 26'' CHART OF ANSI Z-60.1Applicable to Individual new trees 5'- 0 +/- 5'-0'' 5'- 0 +/- STREET TREE 2" MULCH LAYER 5''x 1 4'' STEEL, ALUMINIUM , OR RECYCLED PLASTIC EDGING. SET SPIKES 12'' O.C (4 PER EDGE) OPTIONAL:STANDARD DPR WICKET FENCE WITH INTEGRAL STEEL EDGE OR TREE GUARD GRANITE COBBLE PAVEMENT ON SAND SETTING BED STRUCTURAL SOIL MIX COMPACTED TO 95% DENSITY COMPACTED SUBGRADE EXISTING SOIL EXISTING CONCRETE SIDEWALK LONGITUDINAL SECTION TREE PIT 0317 18 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY CONSTRUCTION DETAILS NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/ 28/2026 AS SHOWN C108 11 OF 13 H.M.A. 9.5 M64 SURFACE COURSE, 2" THICK H.M.A. 19 M64 BASE COURSE, 4" THICK 4" COMPACTED D.G.A. SUB-BASE COURSE CUT-LINE FOR TIMBER SHEETING LEFT IN PLACE SUITABLE BACKFILL COMPACTED IN 12" LIFTS SHEETING REQUIRED MATERIAL 'A', SEE CHART 1 SEWER PIPE MATERIAL 'B', SEE CHART 1 UNDISTURBED SOIL DEPTH VARIES 2' 4" 2" SAW CUT EDGE SEE NOTE UTILITY SANITARY & STORM SEWER MATERIAL 'A' MATERIAL 'B' COMPACTED DENSE GRADED AGGREGATE 3 4" CLEAN CRUSHED STONE 1.5' UNLESS OTHERWISE NOTED ON DRAWINGS (2.75 ON SANITARY PIPES) MIN DEPTH TO TOP OF PIPE NOTE: 1. REPAIR WIDTH AND LENGTH (MILLING & PAVING), TO BE A MINIMUM OF 12" PAST TRENCH OPENING OR AS DIRECTED BY THE ENGINEER. 2. CITY OF NEWARK REQUIRES UTILITY TRENCHES TO BE MILLED AND RE-PAVED A MINIMUM OF 10' WIDE 4" STORM & SANITARY PIPE TRENCH DETAIL (TYP.) 8" 12" 24" O.D. 24" LIMIT OF EXCAVATION TWO (2) INCHES OF HOT MIX ASPHALT SURFACE COURSE. TACK COAT USE FOUR (4) INCHES OF BITUMINOUS STABILIZED BASE COURSE. SIX (6) INCHES OF QUARRY PROCESS STONE (QP) AS A SUB-BASE. COMPACTED SUBGRADE BITUMINOUS CONCRETE (TYP.) 2" 4"6" PAVEMENT REPAIR (TYP.) ASPHALTIC CONCRETE STABALIZED BASE COURSE, MIX I-2, 4" THICK ASPHALTIC CONCRETE TOPPING COURSE, MIX I-5, 2" THICK CONC. CURB SAW CUT EDGE EXISTING ROADWAY CONC. SDWK VARIES VARIES SUBGRADE D.G.A. 4" MIN BASE COURSE PLANTING STRIP DRIVEWAY NEW 6'' THICK SIDEWAY BACKEDGE OF SIDEWALK 5'' THICK SIDEWALK (TYP.) VARIES DEPRESSED CURB 8''X8'' CONC. CURB A PLAN ELEVATION 3' 3' 2'' 16'' 18'' 1 2''THICK , NON-EXTRUDABLE FIBROUS BITUMASTIC MATERIAL FOR EXPANSION JOINT (TYP) SECTION A-A DEPRESSED DRIVEWAY MIN. 3'VARIABLE DISTANCE MAX. GRADE 8% 6'' 16'' 6'' 2'' TOP OF PAVEMENT CONCRETE CURB DETAIL (TYP.) 1/2" PREFORMED EXPANSION JOINT SEE ASPHALT PAVEMENT DETAIL SEE SIDEWALK DETAIL CONCRETE SIDEWALK D.G.A. HMA BASE COURSE HMA SURFACE COURSE W/ TACK COAT 6" 18" 9" 6" 1. DEPTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THE PAVEMENT LESS 1/2" . 2. 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, TO BE INSTALLED BETWEEN CURB AND CONCRETE BASE COURSE. COMPACTED SUBGRADE DETAIL NOTES 6" SQ X 3/16" WALL 2" SQ X 14 GA AVAILABLE CUSTOM HEIGHTS NOM HEIGHT (A) 3' - 0" 3' - 6" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 4" SQ X 11 GA 3" SQ X 12 GA 2 1/2" SQ X 12 OR 14 GA POST OPTION (C) FENCE SECTIONS USING 1" PICKETS WILL TOTAL 18 PICKETS PER SECTION. 4. FOOTING WIDTH TO BE (4) X POST WIDTH. 5. FENCE SECTIONS USING 3/4" PICKETS WILL TOTAL 19 PICKETS PER SECTION. 3. SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER.. *3 RAIL W/ 1 ROW OF RINGS 5' HIGH IRON FENCE REFERENCE NUMBER 2812-074. 2. DO NOT SCALE DRAWINGS. DETAIL NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 6. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info 5' E 2" 6" 3 13/16" 3 15/16" POST TOP 3 7/8" E ____ " POST LENGTH D ____ " PICKET SIZE ____ GAUGE C ____ " POST SIZE ____ GAUGE B ____ " NOM SECTION LENGTH A ____ " NOM HEIGHT F ____ " FACE TO FACE OF POSTS W/ BAR STD. FLAT MOUNT BRACKET SOLID OR3/4" PICKET OPTION (D) 3/4" SQ OR1" SQ 18 GA 14 GA 16 GA INDUSTRIAL DRIVE REVIT SQ. POST "C" SQ. PICKET "D" 1 3 8" X 1 1 2 " U CHANNEL RAIL "B" NOMINAL CENTER TO CENTER "F" FACE TO FACE RAIL BRACKET RING� CORNER OF N ARLINGTON AVE & PARK AVENUE, WEST 177-183 N ARLINGTON AVE 169 N ARLINGTON AVE 161 N ARLINGTON AVE 155 N ARLINGTON AVE CORNER OF N ARLINGTON AVE & SUMMIT ST, WEST ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: NEW JERSEY DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC N ARLINGTON AVE STREET PHOTOS 1 NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/28/2026 NONE P100 12 OF 13� CORNER OF N ARLINGTON AVE & PARK AVENUE, EAST 182 N ARLINGTON AVE 170 N ARLINGTON AVE 160 N ARLINGTON AVE CORNER OF N ARLINGTON AVE & SUMMIT ST, EAST SPACE INTENTIONALLY LEFT BLANK ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: NEW JERSEY DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC N ARLINGTON AVE STREET PHOTOS 2 NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/28/2026 NONE P101 13 OF 13� AFFIDAVIT OF SERVICE CITY OF EAST ORANGE PLANNING BOARD 1, KAREN M. FRANKO, being of full age and being duly swom according to law deposes and says: 1. lama paralegal employed by the law firm Inglesino Taylor, 600 Parsippany Road, Parsippany, New Jersey, attomeys for Spylen Benefit, Inc. (“Applicant”) with respect 10 its application to the City of East Orange Planning Board (“Board”) for preliminary and final major site plan approval for property designated as Block 420, Lot 9.02, otherwise known as 275 Central Avenue in East Orange. 2. The Public Hearing in connection with this application has been scheduled for April 1, 2026, at 7:00 p.m. 3. Obtained by this office was a certified property owners’ list dated January 14,2026, prepared by the Tax Assessor of the City of East Orange with regard to property owners within a 200 ft. radius of the subject Property and all parties and uilties entitled to a notice of public hearing (the “List”). A true copy of the List is attached hereto as Exhibit “A.” 4. On March 20, 2026, this office mailed to all property owners on the List by Certified Mail, Return Receipt Requested, a copy of the Notice of Public Hearing (the “Noticc”). A copy of said Notice is attached hereto as Exhibit “B.” Notices were also mailed to the applicable utilities and: Clerk of the City of East Orange, the Essex County Planning Board, NJ Department of Transportation, NJ Department of State. 5. The original white cerificd mail posal receipts with the March 20, 2026 postmark date are attached hereto as Exhibit “C.” 6. Attached to this original Affidavit as Exhibit “D,” is proof of publication of the Notice in the eligible online news publication northjersey.com on March 21, 2026. [ac M. Franko, Senior Paralegal Swom tg ad subscribed before me [| ay of March 2026. Agar Public of (yf State gf New Jersey wy Commi Sons cuz [rr EXHIBIT A� Date: 1/14/2026 217 221 410 420 421 422 426 S ARLINGTON AVE CENTRAL AVE FREEMAN AVE SAINT AGNES LANE LINDEN AVE S MUNN AVE 9 8 7 5 4 3 2 1 9.02 9.01 8 7 52 1 20 19 44.01 18 44 CITY HALL PLAZA, EAST ORANGE, NEW JERSEY 07019 2 7 5 C E N T R A L A V E B L O C K 4 2 0 L O T 9 . 0 2 2 0 0 ' R A D I U S M A P C I T Y O F E A S T O R A N G E · E S S E X C O U N T Y · N E W J E R S E Y Legend 200 ft Buffer Block Lot Subject Location 0 50 100 Ft O F F I C E O F T H E C I T Y E N G I N E E R D I V I S I O N O F P L A N S & C O N S T R U C T I O N DEPARTMENT OF PUBLIC WORKS� Block Lot Address Owner Owner Address CITY_STATE Zip 217 18 100 SO. MUNN AVE. 100 S MUNN EAST ORANGE LLC 344 GROVE ST #118 JERSEY CITY, NJ 07302 217 19 98 SO. MUNN AVE. CORT PROPERTY HOLDINGS, LLC 98 SO. MUNN AVE. EAST ORANGE, NJ 07018 217 20 94 SO. MUNN AVE. NIKKI Z. REALTY, LLC 163 MARKET ST PERTH AMBOY, NJ 08861 221 44.01 254 CENTRAL AVE. I & J AUTO CARE CENTER, INC. 250 CENTRAL AVE. EAST ORANGE, NJ 07018 410 1 300 CENTRAL AVE. PROSPECT EOGH HOSPITAL PROPERTIES 300 CENTRAL AVENUE EAST ORANGE, NJ 07018 410 52 310 CENTRAL AVE. GMR EAST ORANGE, LLC 7373 WISCONSIN AVE. #800 BETHESDA, MD 20814 420 7 111 SO. MUNN AVE. MCIVER HOMES, LP 1872 LEXINGTON AVE ST 201 NEW YORK, NY 10035 420 8 109 SO. MUNN AVE. EOH REAL ESTATE HOLDINGS LLC 269 W BONITA AVE CLAREMONT, CA 91711 420 9.01 263-267 CENTRAL AVE. 263 CENTRAL ASSOCIATES 11190 NW 67 STREET DORAL, FL 33178 420 9.02 275 CENTRAL AVE. SPYLEN BENEFIT, INC. 1534 ROUTE 23 NORTH WAYNE, NJ 07470 421 1 317 CENTRAL AVE. LEVIN PROPERTIES, L.P. P. O. BOX 326 PLAINFIELD, NJ 07061 426 2 35 FREEMAN AVE. TELFORD, LENNOX & WIFE, JANET 35 FREEMAN AVE. EAST ORANGE, NJ 07018 426 3 31 FREEMAN AVE. WATSON, SHAFEQUIA M 31 FREEMAN AVE EAST ORANGE, NJ 07018 426 4 27 FREEMAN AVENUE LOT EOH REAL ESTATE HOLDINGS LLC 269 W BONITA AVE CLAREMONT, CA 91711 426 5 25 FREEMAN AVENUE LOT EOH REAL ESTATE HOLDINGS LLC 269 W BONITA AVE CLAREMONT, CA 91711 426 7 15 FREEMAN AVE. EDWIN ENTERPRISES, LLC 15 FREEMAN AVE. EAST ORANGE, NJ 07018 426 8 7-9 LINDEN AVE. JONAS, SHIRLEY A. 7 LINDEN AVE. EAST ORANGE, NJ 07018 426 9 11 LINDEN AVE. PUSHTI, LLC 15 DEHART COURT WAYNE, NJ 07470 275 CENTRAL AVE 1 of 1� PC x rts ren IF ANY OF THE PROPERTIES ON THE ATTACHED PROPERTY NOTIFICATION LIST CROSS ANY OF ‘THE FOLLOWING COUNTY ROADS. PARKS. OR STATE HIGHWAY YOU MUST NOTIFY THE APPROPRIATE AUTHORITY: COUNTY ROADS PARKS Central Avenue Elmwood Park Park Avenue Rowley Park Sanford Avenue Watsessng Park North Grove Street Soverel Park South Grove Street Ei fin Gage anive Columbia Playground East Orange Oval Park Memorial Field Park Haire Playground STATE HIGHWAYS Route 280 NEW JERSEY DEPARTMENT OF TRANSPORTATION 1035 PARKWAY AVENUE. TRENTON,NJ 08652 GARDEN STATEPARKWAY NEW JERSEY HIGHWAY AUTHORITY WOODBRIDGE, NEW JERSEY 07095 PUBLIC UTILITIES ELECTRIC & GAS PUBLIC SERVICE ELECTRIC & GAS. 30 Park Place Newark NJ 07102 WATER CITY OF EAST ORANGE WATER DEPARTMENT 106 Grove Street East Orange NJ 07017 TELEPHONE VERIZON 540 Broad Street Newark NJ 07101 CABLE TELEVISION COMCAST 257 Prospect Avenue Store #8 West Orange, NJ 07052 6 EXHIBIT B� 1633-07390\#1237249v1 PUBLIC NOTICE CITY OF EAST ORANGE PLANNING BOARD PLEASE TAKE NOTICE that Spylen Benefit, Inc. (the “Applicant”) has submitted an application PBA-10-25-0033 to the City of East Orange Planning Board (the “Board”) for preliminary and final major site plan approval with respect to property located at 275 Central Avenue, East Orange, New Jersey (the “Property”). The Property is identified as Block 420, Lot 9.02 on the official tax map of the City of East Orange and is located in the City’s C-1 Zoning District. The Applicant is seeking preliminary and final major site plan approval from the Board to renovate the existing Wendy’s Restaurant on the Property. Applicant proposes to remove an approximately 246 s.f. greenhouse adjoining the restaurant dining room at the front of the building, and construct a building addition of approximately 406 s.f. at the rear of the restaurant for a walk-in freezer. The Applicant also proposes to refresh the exterior of the restaurant, including the installation of a double drive-thru lane and bike pad. Additional improvements to landscaping, signage, menu boards, parking, and striping are also proposed. In addition to the above approvals, the Applicant requests that the application be deemed amended to include, and that the Board grant, any additional approvals, variances, exceptions, or waivers determined to be necessary or desirable in the review and processing of this application, whether requested by the Applicant, the Board or otherwise. A virtual public hearing on said application will be held on April 1, 2026, at 7:00 p.m. via weblink, at which time any interested party may appear, if they so desire, either in person or by attorney and ask questions, cross examine witnesses and present testimony and any comments they may have with respect to this application. Those wishing to virtually attend the meeting may log on to the following meeting site: https://us06web.zoom.us/j/87223250314?pwd=eNdnsAihP8FaxnvhFMM8t4yBWWbL0q.1 Passcode:922858 Dial-In (Audio Only): (309) 205-3325 (646) 931-3860 Webinar ID: 872 2325 0314 Passcode: 922858 This matter may be adjourned to a date designated by the Board at this public meeting without additional notice. All maps and documents relating to this application are on file in the East Orange Division of Comprehensive Planning Office, City Hall, 44 City Hall Plaza, East Orange, New Jersey 07018,� 1633-07390\#1237249v1 at least ten (10) days prior to the public hearing and may be viewed by the public during regular municipal hours. Documents may also be obtained on the East Orange website, www.eastorange￾nj.gov/AgendaCenter as a courtesy. This notice is being sent to you by the Applicant as required by the State of New Jersey’s Municipal Land Use Law (N.J.S.A. 40:55D-10 and 12). INGLESINO TAYLOR John P. Wyciskala, Esq. 600 Parsippany Road, Suite 204 Parsippany, NJ 07054 Attorneys for Spylen Benefit, Inc.� EXHIBIT C� | U.S. Postal Service® fl US. Postal Service® fi CERTIFIED MAIL* RECEIPT j| CERTIFIED MAIL* RECEIPT Ki Domestic Mail Only f Domestic Mail Only j Ter ETE § Tere formar fare 5 0 5m i 40 = i 4.40 pmb 5700 2D poms 510 (a i io) - i - 20 ammonia 500 (gn a) ommeienn 5 Lazo om) fronts | of foros 0% Ro, Hen poe FIO Ips pose s 07 Ne i 10:44 i 10.44 eaipsgparees § {onumntrens 5 {So7109S Munn Fas Orange LLC | - {emg |S fei {| Jersey Clg, Ny 07302 | Eas Grange, Ni 67018 U.S. Postal Service® ji US. Postal Service® ji CERTIFIED MAIL® RECEIPT } CERTIFIED MAILIRECEIPY f Comestic Mail Only fi Comestic mail Only i Tor Ree | rE — s ffmanare = pombe 5 frente SC RenmBecet Borne) § or glum 20 2 |g a I ovo |Lo{ M5208 ) REL Nl otis NY i 0.74 Ro 2 i 0.74 & on boa ine I i - Total Petage and Fees $ fosrosmorn_s re [Seas z Realy. 11.C {ft Ato Care Contr Ic. {aw Ambon Ni 0ss61 i East Orange, NI 07018 I 1 amsoco U.S. Postal Service® fi U.S. Postal Service® } CERTIFIED MAIL® RECEIPT f CERTIFIED MAIL® RECEIPT r—— so 7 rm son RR | EE ipmtecptpion) $C | 0.00 i y Com) from 5 0 ) I | Nv J UO AN j 10.46 | 10.40 {prom stron 3 {ot Poon Fos {| S**leipect EOGH Hospital Properics {SoG ant Orange, [= [i meyer il EastOrange, NJOT0I8 i| Bethesda, MD 20814 ov oro oo me am ———c U.S. Postal Service® fi u.S. Postal Service® | CERTIFIED MAIL® RECEIPT { CERTIFIED MAIL" RECEIPT ov— TD = —— s oo R om— a.40 “4p, |] $ ia up, pases i i 0.00 [8 "120 2 i 0.00) (3 hz, an | N/E dn | NC) i Rested 2 2 i Rested aver > 49 fn ps RTS i . om Res ig LT i 10.44 {foal Postage and Fees $ - nat Postage ant Foes $ i New York, NY 10035 {| Claremont, CA 91711 i 1633-0790. oopeeens iomaiien i reson U.S. Postal Service® f U.S. Postal Service® CERTIFIED MAIL* RECEIPT f CERTIFIED MAIL® RECEIPT ater T = em ye IE IN Ta ra JET Se fren 3 oni I §%, Â¥ ep io Houttoiuatnesicotonimns °° Ly i oo Rd - IEEE AN Hants 3 104% EIS | CSE SEP Central Avsocia i Benefi, nc. 1 sow or Svea {oe pent, il Doni, FL33178 i Wayne, Ny 07470 i reson i iesomsoad J U.S. Postal Service® fi U.S. Postal Service® || CERTIFIED MAIL*RECEIPT | CERTIFIED MAIL" RECEIPT | —— s pil== —— s 0 fame 5 108 XR Spent 5 FN | Tb frome 5°74, Jovmneiensonmers OOO P38 a | he ] out g om {ironies sg 2044 armpits 20-04] msl i Sentin ies, LP. Seaford, i H PO Box 56 {3 Fran a ie Janet Ht i East Orange, Ni 07018 i esas 1 1esomsoor jus. Postal Service® f U.S. Postal Service® | CERTIFIED MAIL” RECEIPT CERTIFIED MAIL” RECEIPT k Domestic Mail Only } Domestic Mail Only fs — ire i 2.40 35 Hi 40 nc JIE TN fpemerion i \ a JILIN \ a ra fonirevinoanys 0 | WA POY eaimtressams 0-20F). Poumact i 0.7418 5 0.74 G0 gS i Sone] gs ine s ; farmires 3 formas 20.8 {f SePWeison, Shafequia M. i Se Evin Enterprises, LLC i 31 Freeman Ave i 15 Freeman Ave. | Ban Grange, Ni 07018 {East Orange, Nj 07018 i ieomsmor I es omsoor U.S. Postal Service® f U.S. Postal Service® CERTIFIED MAIL*RECEIPT || CERTIFIED MAIL® RECEIPT me — 7 I poses up, | 0.00 {54720 zg EELS a] ifRetum Receipt (Bectonic) § Po 0 ect J 0.000) compl) i 8.00 ay TTI = rites ga] Heed | on aS Hosgs s Lb pone $ A Wa eR i S345, Shi i Sebigb, LLC fri {1s Deb Cove EasOrange, NJ 07018 4 Wayne, Ni 07470 {iene | 1omsens U.S. Postal Service® U.S. Postal Service® CERTIFIED MAIL®* RECEIPT CERTIFIED NAIL RECEIPT pa — TR J— so 1 oa, IRE RI rT By 2s ponseptun OND SE Sa ————— i s 0.74. 2 pune s x i i 10.44 psp nro $ 13.44 Pustage and Foes $ 5B sey Departmen of Tmporsion {7 ey sey vty | EE J ——— Tference information Tlarence Iomaton ice® | Service® U.S. Postal Service U.S. Postal c CERTIFIED MAIL® RECEIPT CERTIFIED MAIL RECEIPT = 5.30] Zl Mil Fee. $ ig {Roum Receipt Hardcopy) ~~ § oi Ya A— : | / ponte) 0.00 % Postma 0.00] ages atbotmanesitaainy sO Leis Sbinmsamys 4 $ in Fees $ 10.44 | Postage and Fees are! re — SeNtRy of Bast Orange {oH so ha ‘Water Department ue Er. firs prep— pe U.S. Postal Service® U.S. Postal Service® CERTIFIED MAIL* RECEIPT CERTIFIED MAIL" RECEIPT I Es A Wa anes § 410 pomnasttriom) 5 9-49), aR 2 rene 5 0-00[4 12028 nena 5 0-00 a) ©0.00(\@Y, Postmaro/ 0.00] Cy, Postman) ss scsi. yan cote Resco § QL camarks - so lt - Lo aE a Posage nd Fors. g 10.44 ropatres sg 10-44 rn Be ret Newark, NJ 07101 Store #8 ene Wes Orang, N1 07052 1633.07390-021 1633.07390022 U.S. Postal Service® U.S. Postal Service® CERTIFIED MAIL® RECEIPT CERTIFIED MAIL®* RECEIPT | TR Wat IRE 5 N [— s 530 aires PE a oun feet ue) § 1490 349.20 op Ee I] I EY omnes 5 0:09 ys mn 5 0-00 oy comstvanoroins 0-00 SHES coed psrcnaomens ©-00| GUIS | -_ s 074 on s 0m alppantfees g 10-44 Puente 5 10-44 Seer Planning { %*"Cimissioner 500 Bloom gvense re Veron, 07044 1055 Parkway Ave, 70. Box 600 Treaton, NJ 08625.0600 1633.07390.023 1633.07390024 U.S. Postal Service® U.S. Postal Service® CERTIFIED MAIL® RECEIPT CERTIFIED MAIL* RECEIPT ere Te —— Ss % = — sR pts 510) [70 eae II I [ECS pansy 5 0-00 Yep fpomresnorni 0-0 esr psriceaveiens 000 | Praree Jotnsaipecesnaimys 0-00] C3 Postmark, 0.78] Ryppass i | EE posse s 0m was — s 0m Fotis 510-44 a Sei Jersey Department of 3°". The City of East Orange {Sunt lanaing Deparment i first 225 West Ste Sen East Orange, NI 7018 Tremon, NJ 03625:0820 1633.07390.025 { enonses EXHIBIT D� Govt Public Notices Originally published at northjersey.com on 03/21/2026 PUBLIC NOTICE CITY OF EAST ORANGE PLANNING BOARD PLEASE TAKE NOTICE that Spylen Benefit, Inc. (the Applicant) has submitted an application PBA-10-25-0033 to the City of East Orange Planning Board (the Board) for preliminary and final major site planapproval with respect to property located at 275 Central Avenue, East Orange, New Jersey (the Property). The Property is identified as Block 420, Lot 9.02 on the official tax map of the City of East Orange and is located in the City's C-1 Zoning District. The Applicant is seeking preliminary and final major site plan approval from the Board to renovate the existing Wendy's Restaurant on the Property. Applicant proposes to remove an approximately 246 s.f. greenhouse adjoining the restaurant dining room at the front of the building, and construct a building addition of approximately 406 s.f. at the rear of the restaurant for a walk-in freezer. The Applicant also proposes to refresh the exterior of the restaurant, including the installation of a double drive-thru lane and bike pad. Additional improvements to landscaping, signage, menu boards, parking, and striping are also proposed. In addition to the above approvals, the Applicant requests that the application be deemed amended to include, and that the Board grant, any additional approvals, variances, exceptions, or waivers determined to be necessary or desirable in the review and processing of this application, whether requested by the Applicant, the Board or otherwise. A virtual public hearing on said application will be held on April 1, 2026, at 7:00 p.m. via weblink, at which time any interested party may appear, if they so desire, either in person or by attorney and ask questions, cross examine witnesses and present testimony and any comments they may have with respect to this application. Those wishing to virtually attend the meeting may log on to the following meeting site: https://us06web.zoom.us/j/87223250314?pwd=eNdnsAihP8FaxnvhFMM8t4yBWWbL0q.1 Passcode:922858 Dial-In (Audio Only): (309) 205-3325 (646) 931-3860 Webinar ID: 872 2325 0314� Passcode: 922858 This matter may be adjourned to a date designated by the Board at this public meeting without additional notice. All maps and documents relating to this application are on file in the East Orange Division of Comprehensive Planning Office, City Hall, 44 City Hall Plaza, East Orange, New Jersey 07018, at least ten (10) days prior to the public hearing and may be viewed by the public during regular municipal hours. Documents may also be obtained on the East Orange website, www.eastorange-nj.gov/AgendaCenter as a courtesy. This notice is being sent to you by the Applicant as required by the State of New Jersey's Municipal Land Use Law (N.J.S.A. 40:55D-10 and 12). INGLESINO TAYLOR John P. Wyciskala, Esq. 600 Parsippany Road, Suite 204 Parsippany, NJ 07054 Attorneys for Spylen Benefit, Inc. March 21 2026 LNYS0483931 $56.76� City of East Orange Planning Board and Zoning Board of Adjustment Notice to Applicant Schedule of Meetings The Planning Board and Zoning Board of Adjustment regular and special meetings are posted in the Office of the City Clerk. The Planning Board meets the first Wednesday of every month at 7:00 p.m. and the Zoning Board of Adjustment meets the second Wednesday of the month at 7:30 p.m. Both the Planning Board and the Board of Adjustment meetings are held in City Council Chambers on the first floor of City Hall, 44 City Hall Plaza, East Orange, New Jersey. Special meetings are held at the call of the chairman, as provided by law. Filing the Application STEP ONE Complete a Zoning Determination and obtain a site plan from a licensed architect, engineer and surveyor. Submit the Zoning Determination Form (complete the first page) and one copy of your site plan to Robert Lawson, Zoning Officer Applicants must first submit a copy of their site plan to the Zoning Official, Robert Lawson. Mr. Lawson's Office is located in the Basement of City Hall in the Department of Policy, Planning & Development. Applicants must complete the front portion of the Zoning Determination form (also known as the "Green Sheet"); Mr. Lawson will complete the back portion of the Zoning Determination and tabulate applicant's fees. These fees should also include a $10.00 cost for the 200-foot radius map of the subject location and a list of property owner's within 200 feet. Different types of applications require different submissions. The Site Plan Submission Requirements list all that is required on site plans for any development and major or minor subdivisions. Applicants should make sure their attorney and architect have received a copy of the site plan submission requirements. Applicants and their architects, please note, only licensed land surveyors may show existing conditions and exact locations of physical features on a survey, including metes and bounds, drainage, waterways, specific utility locations and easements. Thereafter, the survey information may be transferred by a licensed professional engineer to a site plan prepared by the engineer. The site plan onto which survey information has been transferred must "duly" note the date of the survey in addition to who prepared the survey and for whom the survey was prepared. Failure to submit this documentation as defined will result in an automatic rejection of the submission until the defect is remedied. � STEP TWO Submit your completed and certified zoning determination (green sheet signed by the Zoning Official) payment of fees, the executed Land Use Application & Site Plan Review Checklist, eight (8) copies of the site plan, corporation and/or LLC formation documents, any deeds required and the signed W-9 form to the Division of Comprehensive Planning. Applicants should submit a money order or certified check for payment payable to the City of East Orange, (all documents to be submitted by digital form and hard copies) the completed application, together with any other required documents, two (2) copies of the site plan and the completed and certified zoning determination (green sheet) to the Division of Comprehensive Planning located in the basement of City Hall. Once the applicant has paid the required fees, the applicant will be scheduled to be heard before the Preliminary Site Plan Advisory Committee. A property owners' list and radius map will be requested on behalf of the applicant and submitted to the applicant's architect to add to the site plan. The applicant and or architect will then submit on or before the initial site plan review date two (2) site plans in accordance with the site plan review checklist. The Site Plan Review Committee will review the site plan for compliance with the site plan submission requirements of the Municipal Land Use Ordinance and determine whether the applicant is required to make revisions and resubmit the site plan to the committee or whether the applicant may continue to the next stage of the application process. Preliminary Site Plan Subcommittee Minutes will be forwarded to the applicant or the applicant's attorney via facsimile and regular mail. Applicants will be scheduled for Planning Board or Board of Adjustment meetings upon advisement of the Preliminary Site Plan Review Committee. Applicants for Minor Site Plan Review will be so scheduled upon determination of the Zoning Officer. Minor Site Plan Subcommittee Minutes will be forwarded to the applicant or the applicant's attorney via facsimile, email and regular mail. 200 Foot radius map and list of property owners within 200 feet of the subject property. The Division of Comprehensive Planning, on behalf of the applicant, will make a request to the Department of Public Works for a 200-foot radius map and a list of property owners within 200 feet. The Land Use Administrator will schedule the applicant for Site Plan Review. Site Plan Review is held every Wednesday at 10:00 am in the Planning Conference Room in the basement of City Hall (DURING COVID-19 VIA ZOOM UNTIL NOTIFIED). STEP THREE Revise site plans according to the preliminary Site Plan Advisory Committees' recommendations, receive approval on those revisions and submit required copies of the application, minutes, zoning determination, site plan, and proof of timely noticing to the Janis Nelson in the Division of Comprehensive Planning located in the basement of City Hall. 2 � PLANNING AND ZONING BOARD ZONING DETERMINATION CITY OF EAST ORANGE 44 CITY HALL PLAZA EAST ORANGE, NEW JERSEY 07018 TO BE COMPLETED BY APPLICANT Today's Date: ______________ _ Name of Applicant: ---------------------------------­ Address of Applicant:--------------------------------- Telephone: _________________ _ Name of Owner (if different from applicant): ________________________ _ Address of Owner:---------------------------------- Subject Property: Address:-------------------------------------- Ta>< Map Block: _________ _ Lot(s): ____________ _ Block: _________ _ Lot(s): ____________ _ Dimensions Frontage: _________ _ Depth: _______ Total Area: ______ _ Restrictions, covenants, easements, association by-laws, e><isting or proposed on the property: Yes (attach copies): _______ _ No: _______ _ Proposed: _________ _ Note: All deed restrictions, covenants, easements, association by-laws, existing and proposed must be submitted for review and must be written in easily understandable English in order to be approved. Present use of the premises:---------------------------------- AIVILO & PARTNERS, LLC 105 GROVE ST. SUITE 4, MONTCLAIR, NJ 07042 201-341-0494 21 TUXEDO PLACE, VAUXHALL, NJ, 07088 177 - 183 NORTH ARLINGTON AVENUE, EAST ORANGE, NJ 07017 361 5 & 6 VACANT Proposed Use: THE DEVELOPMENT PROPOSES 116 UNITS AND 5 STORIES. -- THIS WILL BE A 100% AFFORDABLE SENIOR HOUSING DEVELOPMENT WITH AMI RANGING FROM 30 - 80%. PLEASE REVIEW EXECUTIVE SUMMARY FOR ADDTIONAL INFORMATION. Case # PBA-03-26-0003� TO BE COMPLETED BY ZONING OFFICER Certified by Zoning Officer Upon review of the above project documents, the following has been determined: o The project is zoned: ___ _ Proposed use is: o Permitted in the zone o Conditionally permitted in the zone o Not permitted in the zone o The enclosed project proposal meets zoning requirements o The enclosed project proposal does NOT meet zoning requirements for the following reason(s): o Use is not permitted, "D" variance required o Use is conditionally permitted, and requires site plan approval o Proposed project does not meet the following dimension requirements: o Side Yard Setbacks (Required: ______ _, Proposed: _____ _ o Front Yard Setbacks (Required: _____ ___, Proposed: ______ _, o Rear Yard Setbacks (Required: ______ _, Proposed: ------- □ Minimum Lot Size (Required: _____ __, Proposed: ______ _, □ Lot Width (Required: ------� Proposed: _____ _ □ Lot Depth (Required: ______ _, Proposed: ------- □ Lot Coverage (Required: ______ _, Proposed: ______ _, o Off-Street Parking (Required: ------� Proposed: ______ _ o Height (Required: ______ _, Proposed: ______ _, o Density {Required: ------� Proposed: ------� o Off-Street Loading (Required: ______ _, Proposed: ______ _ □ Other: __________________________ _ The proposal must be heard by the following board· NOTES *Additional escrow may be required. (Chpt. Sl-57E3) ----�� ��-��� - FEES I I I ESCROW* X X X X 15' / 10' 21' / 4' X North Arlington Redevelopment Area X X X Preliminary and final major site plan: Residential uses $1,910 Bulk variance: $200 per project or $75 per individual bulk variance, $200 Residential site plan, preliminary approval: Over 100 units $20,000 Final approval: 33% of preliminary approval $6,600 200 ft list $10 $750, plus $10 per dwelling unit. Note fees may be adjusted. whichever is greater. Note fees may be adjusted. Case # PBA-03-26-0003 TOTAL DUE: 28,720.00� PLANNING AND ZONING BOARD. ZONING DETERMINATION amor east ORANGE ren Case # PBA-03-26-0003 EAST ORANGE, NEW JRSEY07018 TO BE COMPLETED BY APPLICANT Tee AIVILO & PARTNERS, LLC Name of Appcant: 5 dest ptm 1% ROVE ST. SUITE 4 MONTCLAIR. Ny 0042 Teens: 201341054 Nam of Owner (1 diferent rom applicant): adress of owners 21 TUXEDO PLACE, VAUXHALL NJ 07088 Subject propery: adress; 17183 NORTH ARLINGTON AVENUE, EAST ORANGE, Nj 07017 Tocap Block 1g tots 5&6 ma SR a Dimensions Frontage: Dept Totalacen: Restrictions, covenant, essements, association bylaws, exiting o proposed on the property: Yes attach copies): No: proposed: Vote Gee, oT, Chee, SHAE vs, 3g epee FRO Sedo foie 0d mtb ites needy urinating n rer be 5 proposed se: THE DEVELOPMENT PROPOSES 16 UNITS AND SSTORIES THISWILLBEA 100% __ AFFORDABLE SENIOR HOUSING DEVELOPMENT WITH AMI RANGING FROM 30 50% PLEASE REVIEW BXGCUTIVE SUMMARY FOR ADDTIONAL INFORMATION. Presentuseof the premises: VACANT TO BE COMPLETED BY 0MING OFFICER Robert Lawson Carfed oy Zoning Ofer Upon review of the above prefect documents, the following has been determined: o The projects sone: North Arlington Redevelopment Area proposed wes. KK Permitted in the zone Case # PBA-03-26-0003 Conditionally pemited in th tone G Not permis i th sone The encosed project proposal meets soning requicements 3 The enclosed project proposal does NOT meet soning requirements for he following reson): Us i not permed," variance reuired Uses condionaly permite, and requis sie pan approval 0 ropes pojct dos nat meet te follwing dimension requirements: ' Side var Setbacks (Requred: 15 [10 proposed: 20/4) o Front Yard etbaces (Recured Proposed ) 5 Rear Yard Stace Recuired: Propased: 0 Minimum ot Size (Required: i —) © Lot Width (Required: Proposed y © Lot Depth Required: Proposed. © Lot Coverage (Required: Proposed Be —— Ce —— © Het (eure: Cri — Density (Required: Proposed 5 Of See Loading (Reared: ropes ) 5 oter. The proposal mst be heard by the following board: © Zoning Soad of Adstment X Paring Soars The folowing approvals are required: 3 Se Plan Approval a Subdision Approval variance ‘Kor © Major 5 ose © Minar Minor X Suk Variance sc above) SLY | NE AR. ORS (SIs PL Proliminary and final major site plan: Residental uses. 1.970 750, plus $10 per dwelling unit. Note fees may be adiusted 1 ll TR OE 2 So ons A MR [Bul variance: $200 per project or $75 per individual bulk variance, [$200 | Hichever is greater. Note fees may be adjusted. KE A SRN 7 Ag 1 5.0 A Ce i Le mE eee RR NN Se] Ne RE a | FR RR SE 4 des 0 Wl 5 RR WL LEE EL 7 TS EA AL TS NES YO Ea) Residential site plan, preliminary approval: Over 100 nits [520,000 [Final approval: 33% of preliminary approval sen ——— “Additonal escrow may be required. (CL S157E3) TOTAL DUE: 28,720.00 Topic: Planning Board Hearing April 1, 2026 When: Apr 1, 2026 at 7:00 PM Eastern Time Click the link to join: https://us06web.zoom.us/j/87223250314?pwd=eNdnsAihP8FaxnvhFMM8t4yBWWbL0q.1 Passcode:922858 Dial-In (Audio Only): (309) 205-3325 (646) 931-3860 Webinar ID: 872 2325 0314 Passcode: 922858� PUBLIC NOTICE OF HEARING ON APPLICATION FOR PRELIMINARY AND FINAL MINOR SITE PLAN APPROVAL & BULK VARIANCE(S) BY CITY OF EAST ORANGE PLANNING BOARD ON APPLICANT'S CASE NO. PBA-6-5-0021, 121 Hollywood Ave APPLICANT: AGURTO LEGACY, LLC TO PERMIT: Applicant seeks preliminary and final minor site plan approval and use variance for the construction of a new 3-family dwelling with a bulk variance for parking. Three-family dwellings are allowed in the R3 zone of the Sussex Avenue Redevelopment Area. Zoning ordinance requires minimum of six (6) off-street parking spaces; applicant proposes four (4) off-street parking spaces. The Board shall also consider for approval other bulk variances recommended or required by the project and/or recommended by the Board. SUBJECT PROPERTY(S): 121 Hollywood Ave (Block 20, Lot 13), East Orange, NJ HEARING LOCATION: VIRTUAL HEARING DATE: April 1, 2026 TIME OF HEARING: 7:00 P.M. VIRTUAL HEARING WITH PUBLIC PARTICIPATION: Any person affected by this application may connect to the hearing either through the internet, which will provide an audio feed and a video feed for those with a camera-ready device, or by calling in by telephone, which will provide only an audio feed. The access information is below: Join Audio and Visual feed by clicking on or typing the link below into your browser https://us06web.zoom.us/j/87223250314?pwd=eNdnsAihP8FaxnvhFMM8t4yBWWbL0q.1 Passcode:922858 Dial-In (Audio Only): (309) 205-3325 or (646) 931-3860 Webinar ID: 872 2325 0314 Passcode: 922858 All documents relating to this application may be inspected by the public between the hours of 9:00 a.m. and 4:00 p.m. in the office of the Secretary of the Planning Board in the City of East Orange Municipal Hall at 44 City Hall Plaza, East Orange, NJ. The applicant, by order of the Planning Board, sends this notice to you. Respectfully, AGURTO LEGACY, LLC, Applicant, c/o Robert Taylor, Esq., 60 Evergreen Pl, Ste 305, East Orange, NJ 07018� PLANNING BOARD THE CITY OF EAST ORANGE STATE OF NEW JERSEY NOTICE AFFIDAVIT State of New Jersey 5 County of Essex is Robert Taylor, Esq.,of full age, being by me duly sworn, did dispose and say that he has offices in the City of East Orange County of Essex, and the State of New Jersey and who is the attomey for Agurto Legacy, LLC. and that he, on the 21th day of the month of March, 2026. at least ten (10) days prior to hearing date, has served notices upon the persons as per attached list, on forms of which the attached is a copy, of virtual public hearing to be held by the East Orange Planning Board on April 1. 2026 at 7:00 PM, to which the public is invited to participate either through the internet, which will provide an audio feed and a video feed for those with a camera- ready device, or by calling in by telephone, which will provide only an audio feed. The access information was provided in said notice. “The persons on said list comprise all owners of property located within two hundred (200) feet (in every direction) of the property at 121 Hollywood Avenue, who may be affected by said new 3-family dwelling and zoning variance. They have been notified as required by law and the rules of procedure of the Planning Board of the City of East Orange. In addition. a copy of the Public Notice was placed in The Star Ledger. an official newspaper of the City of East Orange. N.J. Swom to before me this ve Robert Taylor. Esq. Angela Randall-West Attorney at Law Notary of the State of New Jersey State of New Jersey The Star-Ledger, Newark Publication Name: The Star-Ledger, Newark Publication URL: www.nj.com/starledger Publication City and State: Newark , NJ Publication County: Essex Notice Popular Keyword Category: Notice Keywords: agurto Notice Authentication Number: 202603241754432253832 1237530490 Notice URL: Back Notice Publish Date: Sunday, March 22, 2026 Notice Content PUBLIC NOTICE OF HEARING ON APPLICATION FOR PRELIMINARY AND FINAL MINOR SITE PLAN APPROVAL & BULK VA OF EAST ORANGE PLANNING BOARD ON APPLICANT'S CASE NO. PBA-6-5-0021, 121 Hollywood Ave APPLICANT: AGUR PERMIT: Applicant seeks preliminary and final minor site plan approval and use variance for the construction of a new 3 a bulk variance for parking. Three-family dwellings are allowed in the R3 zone of the Sussex Avenue Redevelopment Ar requires minimum of six (6) off-street parking spaces; applicant proposes four (4) off-street parking spaces. The Board approval other bulk variances recommended or required by the project and/or recommended by the Board. SUBJECT P Hollywood Ave (Block 20, Lot 13), East Orange, NJ HEARING LOCATION: VIRTUAL HEARING DATE: April 1, 2026 TIME P.M. VIRTUAL HEARING WITH PUBLIC PARTICIPATION: Any person affected by this application may connect to the hear internet, which will provide an audio feed and a video feed for those with a camera-ready device, or by calling in by tel provide only an audio feed. The access information is below: Join Audio and Visual feed by clicking on or typing the link browser https://us06web.zoom.us/j/87223250314?pwd=eNdnsAihP8FaxnvhFMM8t4yBWWbL0q.1 Passcode:922858 Dia (309) 205-3325 or (646) 931-3860 Webinar ID: 872 2325 0314 Passcode: 922858 All documents relating to this applic inspected by the public between the hours of 9:00 a.m. and 4:00 p.m. in the office of the Secretary of the Planning Bo Orange Municipal Hall at 44 City Hall Plaza, East Orange, NJ. The applicant, by order of the Planning Board, sends this Respectfully, AGURTO LEGACY, LLC, Applicant, c/o Robert Taylor, Esq., 60 Evergreen Pl, Ste 305, East Orange, NJ 07018 Back� PROPERTY OWNER NOTICE OF HEARING ON APPLICATION FOR PRELIMINARY AND FINAL MINOR SITE PLAN APPROVAL & BULK VARIANCE(S) BY CITY OF EAST ORANGE PLANNING BOARD ON APPLICANT'S CASE NO. PBA-6-5-0021, 121 Hollywood Ave APPLICANT: AGURTO LEGACY, LLC TO PERMIT: Applicant seeks preliminary and final minor site plan approval and use variance for the construction of a new 3-family dwelling with a bulk variance for parking. Three-family dwellings are allowed in the R3 zone of the Sussex Avenue Redevelopment Area. Zoning ordinance requires minimum of six (6) off-street parking spaces; applicant proposes four (4) off-street parking spaces. The Board shall also consider for approval other bulk variances recommended or required by the project and/or recommended by the Board. SUBJECT PROPERTY(S): 121 Hollywood Ave (Block 20, Lot 13), East Orange, NJ HEARING LOCATION: VIRTUAL HEARING DATE: April 1, 2026 TIME OF HEARING: 7:00 P.M. VIRTUAL HEARING WITH PUBLIC PARTICIPATION: Any person affected by this application may connect to the hearing either through the internet, which will provide an audio feed and a video feed for those with a camera-ready device, or by calling in by telephone, which will provide only an audio feed. The access information is below: Join Audio and Visual feed by clicking on or typing the link below into your browser https://us06web.zoom.us/j/87223250314?pwd=eNdnsAihP8FaxnvhFMM8t4yBWWbL0q.1 Passcode:922858 Dial-In (Audio Only): (309) 205-3325 or (646) 931-3860 Webinar ID: 872 2325 0314 Passcode: 922858 All documents relating to this application may be inspected by the public between the hours of 9:00 a.m. and 4:00 p.m. in the office of the Secretary of the Planning Board in the City of East Orange Municipal Hall at 44 City Hall Plaza, East Orange, NJ. The applicant, by order of the Planning Board, sends this notice to you. Respectfully, AGURTO LEGACY, LLC, Applicant, c/o Robert Taylor, Esq., 60 Evergreen Pl, Ste 305, East Orange, NJ 07018� 9, f= eG = » 191 oo” 5 18.02 - 1801 bs 5 » w ) @ 21 3 » ? td 2% 2 Tn » 0 2 < » Bot = 8 » Asy Ss » Hang » 10 ES = AL s J Io} 2 190 y = by \/ : fm 5 Legend £3 200 ft Buffer 2002 C3 Block Lot Subject 101 CT 200' RADIUS MAP 7 (RN 121 HOLLYWOOD AVENUE LOT Ci x H BLOCK 20 LOT 13 0 sw Os [CTTY OF EAST ORANGE ESSEX COUNTY NEW JERSEY] [= Ne SRR RE a, ove as [EE] 7 fivoumooone fone woweL oss wiovss ui vovwooont __otsroocu {os | | [Foo Timoumoooine ——uomowsonsusone___ i vouvmooo neil oxsrowmisens Joos | [Fae | Jssvoumwoooue [respon wana ouionrsvouvweoons [otsrouwioe Jos | [Fas [io rsounwoooume lows oe lio vounwooons —Joxsrowwisens Joon | [ze] st Jotietsmioooave wir SHOT outwoon ve isrommce nom | | Ee 1 | [| [rtveunoooenteier owrotssieric —Jswotsmace __—Jmmoiony our | [ss rivounioooae Jur von nooo NEGUS {nso seion nee wounamisoe ufos | [ss Jrietsmooone Jn ssvoumooolie ress soon us | ES —T Er I S— 1S. 1TH [Co Tis st ouivoopan—uionnmions ———Twmouniooon: —isrommee noon | ER ET ee 1 7 (1 [ols hwsoswons —fmsoumeoeue —Juosowies rome oon | EE Te EE TTT A EE Eo — 0 — SY EN EE eS — A — TT — EE EO oT Cf — 3 R— [Fan {Jus ioe stows wnwastoso rsmEm Jussanovesr —asrommoev oon | [2] fiosmotomoon iE uo smitevouomer —Jioonouwoos prowess | [Fo fiomounioona —Joseiaan _——lioioumooons —irommoe noon | EE TC A — T_T [Foe Jitonounioon ve. ——fiovornooo ETE Tnsoreromeeenomnsoe.n ooo | EE Te SY. A713 — 3 CT | [Fz | o Javoumooosve fs swasons ______—Jiavouwooo ae isrome oon | [at ar Jrovotmoobave vv: k VATE HEGRORE aonmioanive Jostonmcers Joos | [2] matottmocone —sioumoontic Jugleste sonaniss eww ono | me eC CRB —1 TT EE A 1 | [Caf Jrsatiouvwooo ave lis. verctoes _——Tusriouriooone [oxsrommuee. one | EE Cr C—O — | S€0 Teton & weer ome ast » East Orange City Application Date 6/23/2025 £220) 44 City Hall Plaza Application Number PBA-06-25-0021 ~. # EastOrange NJ 07018 Project Name (973) 266-5486 ext. 5483 Project Number Planning Board Application Worksite Location: 121 HOLLYWOOD AVENUE LOT Block 20 East Orange City NJ Lot 13 Qualifier Zone SA-Sussex Avenue Redevelopment Area ‘Owner AGURTO LEGACY LLC Applicant AGURTO LEGACY LLC ‘Owner Address 35 WOLF PLACE Applicant 35 WOLF PLACE IRVINGTON NJ 07111 Address IRVINGTON NJ 07111 Application Type 200 FT LIST, Escrow, Escrow, Decision (None) Minor Site Plan application, Residential Site Plan Fee $780 Decision Date Escrow $3,325 Decision Number Checklist Status (Administrative Checklist: Incomplete) Closure Date Additional Comments Application Dates (None) Conditions (None) Performance Guarantees (None) Prior Approvals (None) Professionals (None) Payments (None) Checklist: Administrative Checklist Page 1 of 1 Administrative Checklist wr reset defaults check al =r in |Administrative Checklist Administrative checklist Comets pian For comment] [] 121 Holywood Ave (20/13)P8A:065:0021 Coponte mers Ocosre Satemert pt Zoi octet ome © 0 zomg ott omer © 0 ots statin omes 0 0 Cntatan tot ropaty es se pd nd to dite ces DO Jo—— prin ns i oO cto rs ame (] 0 ve rom Profs am @ 0 tsk Pors aon @ 0 waram omer oes ames 0 0 Js— am 0 0 [S—— mm OO Ensen Inpct Semen oo art it ous 0 To uci as bn gen about:blank PME PLANING AD Z01ING SOARD ZONING DHTERANATION LZ anvor est onance an CTY RAL PATA eAsT ORANGE ew ERs rots 108 coupterep a appuCANT ) Tosaysome:__LL1/E5 Name of pplant: 050. Jo Tanne Agurte. P— asoresotapptiant: 35 (BIE PI__Zrvdo Ap Tans Teohone: O23 dg3- 3500 Name of Owner dre romoppliomy Jor— EE — ‘Subject Property: rs 101 _Hollsced Ave, Coast Era AT Tana sock 0 or (3 ‘Block: — othe) Dimensions Frontage: oes: Toate: Reston, covenats, easements, association bylaws, xing roosed onthe propery: AL CR — [Ta Proposed: Wl Ns Cr SR SRE ov, A oped Rd | Ee a a mot oe aos proposeduse: Near) © Feaily delle — [resmerympe rw p— Yo Vs NN 2% A, Autos Prd” i. @95- ze ~S/ee 106 CMPLETED BY Z0NG Orc Ceti ty Zong fcr | bonnet ihesbouc profct doen the ling hos ben detrine © The project toned: “Sussex roped ais a Permiedin the one Condos permits nthe soe a ok pertedin th one he ences rfc props meets ning requiem The cose projct props docs WOT mse ng reinments or the devin sans: Use not permed, 0 variance reed Use condom permed, sd requires sit pon spot ropes sect dosnt meet ie cui Garson reuicmens: o Se ord Spacers ropeics Front vad Setbacks neque repos 0 fear tad seb ered: ropes. a) © iar ot Soe Reqs Popes. = © tor wath recused: Fo S— © Lot Dept (egued: Le — © to Coverage (Reid: Hropoed: Of sueet Parkin (Reuids © epee 4 © Heh Rewsres oped © ensty Reve: [Re — o Of Sweet Long (cures T= a Omer . The propos must be heard by ening bos: Zoning Sort fAdstment a Pring sors The following apres ar eqired: Sten pot © Sidon fopro o varies © Mejor o Maer ane 5 tear © hiner tl arinc ee cove] wares ws ons pa Reset as: 750, gu 310501 ogi was Star 0 pcr TS pr tik rs tee mgr A Soe Janice Noon (ance nehon@esstorange nig to sbmtioss 200 ket see Kiwason Morris (wason mons@easiorange njgoy So (CASE # PBA-06-5-0021 Co - esciow Rese ste po riya Os 10ns s2s0 fre ——— sos i addons sou may bereuied. cho. S13763) 1 Eterna a mcs 4 0 014 AR 2 tl R14 4 8 Sr 0 4 ARAL rn a Pessny City of East Orange PBA- 06-5 -002.1 GEL) Department of Policy, Planning and Development sts E& LAND USE APPLICATION & SITE PLAN REVIEW CHECKLIST COMPLETE: OFFICE USE ONLY: Applicant Information: “Type of Proposal: 0 New Residential Case . Date: March 9.2026 © New Accessory Sueure Address Name: Aqurto Legacy LLC clo Robert Taylor, 0 New Non-Residential Structure Block: — Address: 60 Evergreen PLSu(0 305 |; Change n Use Lot — East Orange, NJ 07018 D Sus Telephon: (973) 672.7296 (Rober Taylor E: | Date Filed Date Action Required By: Alternate Tel: (862) 215-6364 Foc | shewkasmOue Alernate Fax. Email: lylor@riawiim com Date of Publication Notice: Wearing Dae: Determination of Completion Verified By Subject Property Information: Street Address_121 HOLLYWOOD AVE, EAST ORANGE 07018 Block(s):20 Ret(sy:13 Case: Pmosom Zoning District(s): R-2 Master Plan Designation: Sussex Avenue Redevelopment Area Dimensions: Frontage: SOFT Depth: 125 FT +1- Total Area: 6.250 SF Present Use(s): Vacant, undeveloped lot REPRE HSSIEH ofa 3famiy dweling as allowed in the zoning area TT Contactinformation: ————— Please check on: APPLICANT - Name: Agurto Legacy LLC clo Robert Taylor, Esq. HE IP P——— Address 60 Evergreen PI, Sue 305, East Orange, NJ 07018 | Telephorc(s): 973-672-2286 | 0 pannership Facsimile): } Toit Email: faylor@riawfim com 0 dvidust ATTORNEY - Name: Robert Taylor, Esq | ee oe Address: 60 Evergreen I, Sia 305 sams rt ps Telephon): 973-6722280 nt sy evens roan Facsimile(s 973-672-1749 BE Lame Email: naylor@niawfimcom | mr oy ENGINEER Name: __ Val Bragnsky, PLS ow Tow Fo re ve Address 2 Austin Ave nti, NJ 08830 em i ve ate rs sires SURVEYOR hl RAO | mma Faosimibesy | Re co met Email: officc@braginskysurvey com rio bps ee ARCHITECT / Nae: Allende Matos, AIA, LEED AP g xn farm am PLANNER: Address 545 Loxinglon Ave, Ciffon, NJ 07011 fie Telephors(s, (973) 270-5166 § — Facsimie(s Email: __ino@amerchiecisiudo com 1 ————— Application Represents A Request For the Following: 1.SUBDIVISION: __ Minor Subdivision Approval Subdivision Approval Preliminary| Subdivision Approval [Final] Number of ots fo be Send ran Nunbare Number of proposed dwelling units reated (Including remainder ot) boisnt os SITE PLAN: X_ Minor Site Plan / Build-Out Approval Preliminary Site Plan Approval [Phases (f applicable) __| Final Site Plan Approval [Phases (f applicable) __ | Amendment or Revision to an Approved Site Plan Area (0 be disturbed (square feet) Total number of proposed dwelling units Request for Waiver From Site Plan Review and Approval Reason for request: —— TT — Appeal decision of an Administrative Officer [N.J.S. 40:55D-70a] Map or Ordinance Interpretation of Special Question [N.J.5.40:55D-70b] Variance Relief (hardship) NJ. 40:55D.70c(1)] Variance Relief substantial benefit) [N.J5. 40:55D-706(2)] Variance Relief (use) [N.JS. 40:55D-70d] ‘Conditional Use Approval [N.JS. 40:550-67] Direct issuance of permit fo a structure in bed of a mapped street, public drainage way, or flood control basin NTS 70:55D-341 Direct issuance of a permit fo a lot lacking street frontage N.S. 40:55D-35] 2. Section(s) of Ordinance from which a variance is requested: 3. Waivers Requested of Development Standards and/or Submission Requirements: [attach additional pages a needed 4. Has this application been heard before the board? 0 YES ano If s0, please list date of hearing/adoption Was the case denied or approved? GAPPROVED 0 DENIED 2 Instructions: Follow all steps listed in the checklist and supply requested information. The Land Use Administrator wil determine and inital what site specific. items will be needed. When you finish these steps, be sure to include the following: © CHECKLIST & APPLICATION You will need to supply one (1) original completed checklistapplication to the Land Use Administrator. Be sure o ign, date and notarize at the end. Keep a copy for your fils. © APPLICATION FEE(s) - Make certified bank checks or money orders payable to the City of East Orange. Enclosed Fee(s): (see zoning determination form for fee amount) *CAUTION*: The Application Fee is NONREFUNDABLE. Do not apply until you are sure that 1. You have the legal building lot information 2. You have legal access tothe parcel 3. You know the zoning of your property 4. You want o proceed forward inthe full sit plan review and municipal board hearing process First Step: Obtain Building Lot / Zoning Information ‘The Zoning Officer determines whether the proposed use and lot dimensions planned is or is not in conformance with the zoning laws of the City of East Orange. In making this determination, the Zoning Offcer primarily examines four citeia: 1) lot dimensions; 2) whether or not the lot is in conformance with the adopted East Orange Land Use and Development Code; 3) detail use of proposed activities at subject property; 4) whether property is previously subject to any prior applications. Note: Having an existing house. business or other improvements or the prevailing history of a property is not a guarantee that the lo will be recognized as a legal andlor conforming lo. Please submit with Site Plan Review Checklist / Land Use Application, I copy of the following items: x Zoning Determination Form — Present the aforementioned form to the East Orange Zoning Officer whom Will review site plans and complete zoning determination form. His office is located in the Department of Property Maintenance on the third (3%) floor of City Hall. It is recommended that applicants submit the zoning determination request as carly as possible (0 the Zoning Officer. You site plan will not be technically reviewed nil the zoning determination is issued. Submit the Zoning Determination Form to the Division of Comprehensive Planning along with your application and ste plans. x Site Plan/Build-Out ~ provide one site plan copy, size 22"x36 10 the Zoning Officer for review. x Copy of Current Deed al easements must be noted and attached. Second Step: Organize & Submit Application Packet Number of Packets: Please submit one (1) packet along with the items listed below to the Division of Comprehensive Planning for processing. Your application will NOT be processed without all applicable information in this section. X 1. Application Include the name, address and signature of the current owner of the record. Make sure all required forms are notarized. IX 2. Fees — Pay all fees at time of application submission via certified bank check or money order payable to the City of Fast Orange. You will be provided with a receipt indicating that fees are paid. © 3. Subdivision Application If applicable, complete this document if you plan to subdivide the subject propery. 0) 4. Assemblage Form If applicable, complet this document if planning to assemble parcels in subject rca. (XS. Site Plans — Submit six (6) ste plans. Check off each clement in the Site Plan Review checklist that is presented on your ite plan while putting a ine through the items tha do not apply to your project. Each clement should be checked or have a line through them. X 6. Completed and signed W-9 Form. Fifth Step: Notice Tell south, if applicable. The publication and (he notification sevice on the affected owners must be accomplished at leas 10 days prior to he hearing dtc scheduled by he Land Use Adminstrator. An afdavi of Service on all property owners pos offic receipts and proof af publication. must be fled before the “pplication will be deemed complet. Sixth Step: Application Submission CoNTACT with QUESTIONS: Office Hours: Niony trou Fd 330m £30 pn Sample Ste Plan Signature Blocks I APPROVED BY THE PLANNING BOARD OF THE CITY OF EAST ORANGEATA | | MEETING HELDONTHE DAYOF_ 20 | PLANNING BOARD CHAIRPERSON BOARD SECRETARY il I | | civ cirri — CITY ENGINEER | | | | RESOLUTION NUMBER DATE I [APPROVED BY THE BOARD OF ADSUSTMENT OF THE CITY OF EAST ORANGE ATA | MEETING HELD ON THE. DAY OF BR.) | BOARD OF ADJUSTMENT CHAIRPERSON ~~ BOARD SECRETARY | TP a —e——— ——— | CITY CLERK CITY ENGINEER | I RESOLUTION NUMBER DATE | I ree ——— © Department of Policy. Planning and Development © Department of Public Works © Department of Property Maintenance © Department of Fire © Department of Tax Assessment © Department of Tax Collector © Department of Water © Department of Health ARE THE ORDINANCE STANDARDS FOR SITE PLAN REVIEW MET? Each of the discretionary standards for site plan review in your ordinance would be listed. and they would be checked off as met or unmet. | f cesses m— — J t——————eeep res 4 i ——————— Se er —— L re———————— 2 so oT o_o nom 6 STATEMENT OF OWNERSHIP DISCLOSURE NSA 5225242 (PL. 1677, 6.33, as amended by P.L. 2016, c.43) This statement shall be completed, certified o, and included with al bid and proposal submissions. Flare (0 submit the required information is caus for automate rejection of the bid ar proposal Name of Organization: AGURTO LEGACY, LLC Organization Address: 35 WOLF PL, IRVINGTON, NJ 07111 Part I Check the box that represents the type of business organization: Dlsote proprietorship (skip Pars I and 1, execute certification in Part Iv) Den-proit Corporation (skip Parts I and li, execute certification in Part Iv) DJror-proft corporation (any type) ElLimited Liabiy Company (LLC) DOeatnersnio Dlumited partnership Dliimited Liabiy Partnership (LL) Dot ve specitcy Parl BJ The fist below contains the names and addresses of ail stockholders in the corporation who own 10 percent or more of is stock, of any class, o of all individual partners in the partnership who own a 10 percent or greater inerest therein, or of all members in the limited labity company who own a 10 percent or greater inferest therein, as the case may be. (COMPLETE THE LIST BELOW IN THIS SECTION) or EI No one stockholder in the corporation owns 10 percent or more of ts stock, of any class, or no individual partner in the parinership owns a 10 percent or greater interes therein, of no member in the limited fabiity company owns a 10 percent or greater interest therein, as the. case may be. (SKIP TO PART IV) (Please atach aodtonal sheets more spaces needed) Narre Haare yl Ame 1 Josensurte prvneuie Part Ill DISCLOSURE OF 10% OR GREATER OWNERSHIP IN THE STOCKHOLDERS, PARTNERS OR LLC MEMBERS LISTED IN PART I If a bidder has a direct or indirect parent entity which is publicly traded, and any person holds a 10 percent or greater beneficial interest in the publicly traded parent entity as of the last annual federal Security and Exchange Commission (SEC) or foreign equivalent filing, ownership disclosure can be met by providing links to the website(s) containing the last annual fing(s) with the federal Securies and Exchange Commission (or foreign equivalent) that contain the name and address of each person holding a 10% or greater beneficial interest in the publicly traded parent entity, along with the relevant page numbers of the filng(s) that contain the information on each such person. Attach additional sheets if more space is needed. ‘Website (URL) containing the last annual SEC (or foreign equivalent) filing Page #s Please list the names and addresses of each stockholder, pariner or member owning a 10 percent or greater interest in any corresponding corporation, partnership andlor limited liabilty company (LLC) sted in Part Il other than for any publicly traded parent entities referenced above. The disclosure shall be continued until names and addresses of every noncorporate stockholder, and individual partner, and member exceeding the 10 percent ownership criteria established pursuant to N.S A. 52:25:24.2 has been sted. Attach additional sheets if more space is needed. Stockholder/PartneriMember and Address Corresponding Entity Listed in Parti | oo I NA Part IV Certification 1, being duly sworn upon my Gath hereby represent that the foregoing information and any atiachments thereto to the best of my knowledge are tue and comple. | acknowledge: tha | am authorized to execute his certficaton on behalf of the. developer ha the Ciy of East Orange is relying on he information contained herein and that | am under a continuing Gbigaton fom th date of this certification trough the completion of any development with Cty of East Orange to not the City of East Orange in writing of any changes to the information contained herein; that | am avr that itis a criminal offense to make a fase statement or misrepresentation inthis certification. and if Go so, | am subject to criminal prosecution under the law and that wil consiute a material breach of my agreeman(s) wih the, permitting the City of East Orange to deciare any project(s) resulting rom this ctiicaion void and unenforceable. Full Name (Print) JOSE AGURTO Tile: | MANAGING MEMBER IES We\lyweo od Pee. Eocrow Rees! $%39500 Bozo olock go Sst in or W=9 Request for Taxpayer Give form to the. Rev. March 2020 Identification Number and Certification requester. Do not rrbivreg Goto ries gor for structions a the tet formation: sand to he IRS. Sor you boi. Fo QU ToT peo Form VE, Pup Fa Sa Ninh oan vd Foc 194 es Se pein w RT SA ps lacusro Leaacy LLe 2 Bre amsiow ean So VR 5 Cr oe a csr BB SRR Go| a ee Bn mr fre he §| O ooomncepoman 0 ccopmnion 0) scoponion [1 pwwot [1 Trusses | ctor one: 4] © perme Cons snr rem | curmecistom te rm oor ry nc Bp Ab ee A So oe SL | Ergon om cig prt To 3Â¥| smd a eer Comarca re ees EH ther (see instructions) ‘code ft am) Worn eo hci Parente i LL ave se ee cee F— pany a eo i a ere on eh _ | dep Ee ii see cn Seebam T Hee om ET hs wor pL Goya wT lrvinGTON, MW 07111 Tat meron [ETN Taxpayer ientication Number (TH) ‘Enter your TIN i the appropriate box. 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A ovr sis General Instructigns SEE Saco rfrrces ar to he reer Code ross bavi owl pws ove Dela wt hous PF 19 heres oy Buh nr dT Furs developments. Fr te ist formsion sot coveopmarts 140998 arcade 8 ow igh ay vi formas eles to Fort Wi nd 1s ntctons. ah 1s sain Sries regarding te satus of 5 nec foceignpainers, owners. cr ho thoy wero publned. 60 o ww SouFormin. ‘beneficiaries. 50 ha can sasly any applicable reporting rina ot ar. pane nv et ri What's New ners may be requred 0 compete Seheduies K.2 nd Kos See he BS Si Ces Fo ots ee Sotto, edi cans Purpose of Form fine : u tie a CE Ce Chases sats ag fom eqn hol soln a 8: dsieaion information return with the IRS is giving you this form because they HT = Tr) Tose Agurto AT {432300 bg i CASHIER'S CHECK 6778205172 EEN |: December 13,2025. PAVTOTHE ORDER OF ***CITY OF EAST ORANGE" | ] "Three Thousand Three Hundred Twenty-Five and 00/100 -US Dollars ** **$3,325.00** parce Adress: cto. Li Vo F OVER USS 33500 me fe bogey LG Preot-5-0021 ie Hopf foawrad NN pike CHECK VERFGATION bd Ake wE?78205472¢" 11423000 2LBELBEE SA3S5L* nse. 8 2073068125 - mage 3 of 6 Fmd Ioffe Weinstein, ‘This Deed is made on November {, 2023 BETWEEN LITTLETON PARTNERS LLC whose address is 275 S 6th Street Newark, New Jersey 07103 referred to as the Grantor, AND AGURTO LEGACY LLC, whose address is 35 Wolf Place Irvington, NJ 07111 refered 10.5 the Grantee. “The words "Grantor" and "Grantee" shall mean all Grantors and all Grantees listed above. Transfer of Ownership, The Grantor grants and conveys (transfers ownership of) the property described below 10 the Grane. This transfer is made for the sum of TWO HUNDRED FORTY THOUSAND Dollars (5240,000.00) and Other Good and Valuzble Consideration. The ‘Grantor acknowledges receipt of this money. ‘Tax Map Reference. (N.1.S.A 46:15 2.1) Municipality of Bast Orange Block No. 20 LotNo. 13 ‘Account No. Property. The property consists of the land and all the buildings and structures on the land in the Municipality of East Orange, County of Essex and State of New Jersey. The legal description is attached hereto as Exhibit A: BEING more particularly described as follows: 121 Hollywood Avenue, East Orange, NJ 07018 BEING the same property conveyed to Littleton Partners LLC by Deed from Cynthia Zero (widow) by Thomas Evans Her Attomey.in-Fact, dated November 23, 2020, recorded December 7,2020 inthe Essex County Clerk/Register's Office in Instrument No. 2020121867. Promises of Grantor. The Grantor promises that the Grantor has done no act to encumber the property. This promise is called a “covenant as to grantor's acts” (N.J.S.A. 46:4-6). This promise: means that the Grantor has not allowed anyone els to obiain any legal rights which affect the property (such as by making a mortgage or allowing 2 judgment to be entered against the grantor). = LAND TITLE INSURANCE COMPANY SCHEDULE AS LEGAL DESCRIPTION ALL tha certain lot, piece or parcel of land, with the buikdings and improvements thereon erected, situate, ing and being inthe City of East Orange, in the County of Essex, State of New Jersey: BEGINNING at a point the northwesterly side of Hollywood Avenue therein distant southwesterly 26228 feet from the intersection of the same with the soultwesterly side of Ninth Avenue; thence 1. Along said side of Hollywood Avenue, South 30 degrees 00 minutes West 50.00 fost thence 2. Noth 60 degrees 00 minutes West 125.00 feet; thence 3. North 30 degrees 00 minutes East 50.00 feet; thence 4. South 60 degrees 00 minutes East 125.00 feet to Hollywood Avenue and the point or place of BEGINNING. FOR INFORMATION PURPOSES ONLY: BEING known as Tax Lot 13 in Tax Block 20 on the Official Tax Map of the Ciy of East Orange, Essex Couny, Stale of NJ. FOR INFORMATION PURPOSES ONLY: The address i: 121 Hollywood Avenue, East Orange, NJ o7ote. 4 pag arly pt of 2016 ALTAS Gemnient by Ties sued by Wostor Lad Tho scarce Company. This Commitment ro va tac a Noha bm Commiment i sun Pky io Camimiant Contin hace Scredss 5, Fu 1 Fuses, Sede 8, Prt Ercesions v3 ceuior instore 5 ho Company o 4 ako oat at oy bs cron ALTA Comment for Ti rsrarcs (1-1) IRB 3.9 pcoted 523.47) GITREPS State of New Jersey 220 Type) Seller's Residency Certification/Exemption Iii Ton PARTNERS LLC Cina 5728 oh sweet Grom pooner £0 wom fo w ES [Property Information = ws Sar Ter Holiruood Avene Shon ttn - To Easing n ot Soran Ea TC ali i 100 240,000.00 240.000.00 Lo +E Suri rst wxpyer ria. estat, or us) of to Sito tow Jrsy purus oh New dey Gros ce Tol, il ronan Gross norms To el. an i 3 5a inn Sy Qo MEO 10 0 S450 PAY 2. E1 Th re prety sok or kanes sued excises. prcol oscen 3 cand i 26... Cod sactn 121 3 E1 Seria mortgagor conveying te mtgaged property 0 mofgages n frscomra on tans of recors wih no iano) cman 4 E0 Soer transfor, or rarer i an sgn sthrty of Unie Stes of Aric, an agency or ator oh Sie cf ew Srey Fea atonal a5100 Asacton ie Fada ms Lous rao opts. oo Cena tons ope rr e————— ra. 5 IE] Saris ot an iat astt, or fst andi net roe tm an nated Gross nome Tox pyran, 6. Lhe consdrton for he pope 1.000 1h slr ot quiet mike an stmt cme Tx payment 7.50 Too gain fom th sale not recognize for raincoat pnp und 26 U'S. Cos ston 721, 103, 1033 CIRCLE THE APPLICABLE SECTION) th card socon dons ro haley psy 0 anche, ih Sl 670d Oigaon 2 Now arse noma To sha fo a yor of oe le a opt econ or. LI Setar ino eciv non ha proper 5 E] Toa en propery s big anstarad bya necator sist ofa decent oo Gove ah oct dition fh Secacets uta aeons wih oss Gecedets wh op es ows of ie 5. Eh estes bg sl ict ot sl tt by a mgges, where ser ard 0 sob ay races i i 0h ogR08 wl GE rocoe ay a reed nos of 0 mona. 10.E1 Th dos is ded ro Aut , 2004 ad waa nt pris record 19.51 Te restprpory i ben rant unc a scton aman rnsaction hers isi of he rst company bos Soper om nse sd Sa ha hose 1s 8 pay Be fo 1 Sa 12. E0 The real propory being yen betwen oss oct 0 dcr dcr o property alement arent nde 26'S picts 15.E] Too proper tanned a into it 14.1 To ovr ot rece net rcasd fe the ste, Net proces fo sl anh nt amount ef ser on Seoment ast 15. E1 To ster is a toms at csv an scknwacgen te orm ho ral Ravn Sie that he sea etrement 2 5 rors nha os eed rot nce peer. 16. T1 Toe ster acior spouts part) ral puchas ho prose hie. sn of Nes rsa 3. moni cf ha US A ores nd ot 0 0 Pepa 10 oben apoyo ss us oto of ew Sere (Oy cack ial arate 1 Seller's Declaration To Unersed rdaancs ral Ghclratin Sn toes ay be cs or rove oh ew Jie Ivon of araton and at Cro he tt. yarn, oC arts BGC nth best afm wld an ell, ct $ cmp, cee os | ly at Poneto Arey 00. msl oan eso ied 5 Sondra dos Sree wh ocd 5 VC Tor Sr WA ore re Sole) Tes Tom Ay er Fo - Date ‘Signature (Seller) Indicate if Power of Attorney or Atomey in Fact Signatures. The grantor sigas this Deed as of the date at th top of the first page. LITTLETON PARTNERS LLC By: (Seal) Joslgh Weinstein, Authorized Signatory STATE OF NEW JERSEY COUNTY OF BERGEN S5: I CERTIFY that on November 1 , 2023 Joseph Weinstein, Authorized Signatory, personally came before me and this person asknowledged under oath, to my satisfaction tha: (a) this person i the Sole Member & Manager of the Limited Liability Company named in this Deed; (b) this Deed was signed and delivered by the Limited Liability Company a ts voluntary act duly authorized by a proper Consent ofls Members: (this person signed ths proof 10 atet 0th ruth ofthese facts; ud (@ this person acknowledged that they executed this Decd in their capacity, and that by heir signature on the instrument, this individual, and the entity on behalf of which this individual ated, executed this instrument a8 ts act and they are so authorized to do 30; and (©) the full and actual consideration pid or to be paid for the transfer of ile is $240000.00 (Such consileration defined n NJ5 A 465-5) MQ Nowy! Mark: Heinze Atoroy at Law TTDEED — eer—— Dated: November 1, 2023 LITTLETON PARTNERS LLC Grantor, PT —— To ATS Tite Agency, Inc. 2400 Morris Avenue AGURTO LEGACY LLC Sue 105 Grantee. Union, NJ 07083 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: March 27, 2026 Subject: 120 Hollywood Avenue (Block 20, Lot 13) Minor Site Plan “C” Variance Approval Application No.: PB-06-5-0021 Planning Review Memo Our office has reviewed the proposed development plan at 120 Hollywood Avenue (Tax Block 20, Lot 13; Applicant: Jose Agurto and Danny Agurto). The subject application consists of minor site plan “C” variance approval to construct a new three-family residential dwelling in the Sussex Avenue Redevelopment Area. We offer the following project summary, recommendations, comments and questions regarding the proposed plan: We have reviewed the following documents: • Planning Board Application dated June 23, 2025, Land Use Application & Site Plan Review Checklist dated March 9, 2026, and associated required documents. • Zoning Determination, prepared by Robert Lawson, City Zoning Officer July 1, 2025. • Boundary and Topographic Survey, prepared by Valery Braginsky, PLS of Braginsky Surveying LLC. dated December 12, 2023. • Site development plans containing six (6) sheets prepared by Allende Matos, AIA, LEED AP of AM Architect’s Studio dated December 2, 2024. • List of properties within 200-foot of site and notices.� 2 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Project Site: The project site has a lot area of approximately 6,250 square feet with a width of 50 feet and a depth of 125 feet . It consists of one tax lot: Block 20, Lot 13. It is located along the western side of Hollywood Avenue, between 9th Avenue to the north and Central Avenue to the south. The site is currently vacant; there is some pavement coverage present from a prior use onsite. Other site improvements consist of a a chain-link fence along the frontage of the site with a gate opening at a curb cut. This curb cut provides access to Hollywood Avenue Neighboring/Surrounding Land Uses: The existing land development pattern consists of mostly residential uses. There is a 2.5- story, two-family dwelling immediately north of the site along the same side of Hollywood Avenue. South of the site, along the same side of Hollywood Avenue, is a 2.5-story single￾family dwelling. On the western side of Hollywood Avenue, west of the site, there are single-family dwelling with a building height of 2.5 stories. East of the site is a 2.5-story single-family dwelling fronting along the eastern side of South Grove Street. Project Summary: The proposed project involves the construction of a new 3-story, three-family residential dwelling. The primary entrance to the dwelling will be access via steps and front porch leading to a foyer containing the entrance to the first floor unit as well as stairwell access to the basement and upper levels. Basement level will consist of a toilet room (half bathroom), closet, and mechanical room containing electrical panels, water meters, HVAC unit and water heaters. Stairwell access will be provided to the first floor. Each dwelling unit is laid out on its own floor. The first floor will consist of ‘Unit A’. On the left side of Unit A, there will be a living area, dining area, kitchen, coat closet, and toilet room. On the right side, there will be a primary bedroom suite with walk in closet and bathroom, three additional bedrooms with closets, linen closet, and an additional bathroom with a laundry area contain washer and dryer units and folding doors. At the rear of ‘Unit A’, accessed from the kitchen, there is a sliding door that provides access to a wooden deck. This deck contains stairs to the ground and to the upper floors. � 3 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 The second floor will consist of “Unit B”, which has essentially the same floor arrangement as Unit ‘A’. On the left side of Unit B, there will be a living area, dining area, kitchen, coat closet, and toilet room. On the right side, there will be a primary bedroom suite with walk in closet and bathroom, three additional bedrooms with closets, linen closet, and an additional bathroom with a laundry area contain washer and dryer units and folding doors. At the rear of ‘Unit B’, accessed from the kitchen, there is a sliding door that provides access to a wooden deck. This deck contains stairs to the ground and to the upper floors. The third floor will contain “Unit C”, which has essentially the same floor arrangement as that of Units ‘A’ and ‘B’. On the left side of Unit C, there will be a living area, dining area, kitchen, coat closet, and toilet room. On the right side, there will be a primary bedroom suite with walk in closet and bathroom, three additional bedrooms with closets, linen closet, and an additional bathroom with a laundry area contain washer and dryer units and folding doors. At the rear of ‘Unit C’, accessed from the kitchen, there is a sliding door that provides access to a wooden deck. This deck contains stairs to the ground and to the upper floors Exterior materials proposed will consist of brick at the lower portion of the front faced and 3-coat stucco system for the uppermost portion. Vinyl siding will be utilized for the rear and sides of the dwelling. Stucco will also be utilized along the sides at the foundational portion. A 10-foot wide asphalt driveway will be accessed via the existing curb cut along the southernmost side of the site. This will lead to a rear asphalt parking area containing 4 spaces, with three spaces located along the rear of the site and one space along the northerly property line adjacent to the proposed dwelling. Also, at the rear of the site, there will be 3 condensing units supported by a concrete pad and an area for refuse and recycling bins. Lawn area will be planted in portions of the front and rear yards. Zoning Review: The project site is located in the Sussex Avenue Redevelopment Area. Specifically, the sire is located in the ARC-1 Residential District. ‘Three-family dwellings’ is a permitted principal use in the ARC-1 District. � 4 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Relief Requested: The applicant is requesting the following relief for the proposed application (which are also highlighted in bold in Table 1): 1. Minimum parking spaces: 0.5 spaces per bedroom is the minimum in the ARC-1 District (4 bedrooms per each proposed units X 3 units = 12 bedrooms X 0.5 spaces per unit = 6 spaces), whereas 4 spaces are proposed. Table 1: 121 Hollywood Avenue – Zoning Requirements Standard Required (ARC￾1) Existing Proposed Variance Lot area per family 4,000 – 6,000 square feet for three-family dwellings 6,250 square feet 6,250 square feet No Minimum front yard setback 13’ N/A 13’ No Minimum rear yard setback 20’ N/A 46’-3.5” No Minimum side yard setback 3’ each side N/A 3.1’ / 3.1’ No Maximum lot coverage Front yard: 4’ pedestrian walkway from street to building 10’ wide driveway 80% of rear yard N/A Front yard: 4’ pedestrian walkway 10’ wide Driveway Rear yard: 78% No Maximum building height (feet/stories) 35’ / 3 stories N/A 35’ / 3 stories No Minimum parking spaces 0.5 per bedroom x 12 bedrooms = 6 spaces N/A 4 spaces Yes� 5 105 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 “negative criteria,” and affirmatively demonstrate that the variance can be granted “without substantial detriment to the public good” and “without substantial impairment to the intent and purpose of the zone plan and zoning ordinance”. � 6 105 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 project site is located in the ARC-1 District of the Sussex Avenue Redevelopment Area. . ‘Three-family dwellings’ is a permitted principal use in the ARC-1 District. As per pg. 7 of the Sussex Avenue Redevelopment Plan: 10. The Planning Board may grant deviations from the Land Use regulations specific to each District classified as “c” or bulk variances and any such approval shall not be considered an amendment to this Redevelopment Plan, where by reason of exceptional narrowness, shallowness or shape of a specific piece of property within the Redevelopment Area, or by reason of exceptional topographic conditions or physical features uniquely affecting a specific piece of property, or by reason of an extraordinary situation uniquely affecting a specific piece of property or existing structures lawfully constructed thereon, the strict application of the regulation of the Redevelopment Plan, would result in peculiar and exceptional practical difficulties to, or exceptional and undue hardship upon the developer of such property. 11. The Planning Board may also grant deviations from the regulations specific to each District when the purposes of this Redevelopment Plan and the MLUL would be advanced by the deviation and the benefit of the deviation would substantially outweigh any detriments. 12. No (c) variances shall be approved unless the granting of the variance will not be substantially detrimental to the public good and will not substantially impair the intent and purpose of this Plan. 2. The applicant shall confirm if any screening or buffering are proposed (i.e., installation of any fences, walls, vegetation, etc.). 3. On Sheet A-102, mounted lighting fixtures are shown on each side of the front entrance. The applicant shall confirm the mounting height of these fixtures. 4. Further, the applicant shall confirm if any additional exterior lighting is proposed. If so, the applicant shall confirm that if any of the proposed lighting will spillover onto any of the adjacent properties. 5. The applicant shall confirm if any landscaping is proposed as part of the application. If so, a planting schedule/landscape plan shall be submitted. � 7 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 6. The applicant shall discuss how the proposed parking arrangement will function. Will there be one parking space assigned to each proposed unit? If so, then who will the fourth parking space be dedicated to? The applicant shall also provide testimony of general traffic circulation of the site (vehicular, pedestrian, etc.). 7. The applicant shall confirm that the basement level cannot be converted into an additional bedroom or dwelling unit. 8. The applicant shall confirm if there will be an attic level, and if so, the applicant shall confirm how the attic will be used (i.e., storage purposes only). 9. The applicant shall confirm if the refuse and recycling bins will be enclosed and if so, what type of structure is proposed (e.g., fencing with gate opening, covered structure, etc.) 10. The applicant shall confirm if the sidewalk along the site’s frontage will be repair and/or replaced, and if so, confirm the proposed width. As shown on Photo 6 in this report, the existing sidewalk is damaged due to mature tree growth. Sidewalks shall have a minimum width of 6 feet as per pg. 46 of the Sussex Avenue Redevelopment Plan. 11. For reference, the 120 Hollywood Avenue application heard by the Planning Board in 2025 for a proposed an asphalt driveway to accommodate one off-street vehicle. 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 Engineer’s Review Memo.� 8 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Map 1: Aerial Map of project site at 121 Hollywood Avenue (Source: Google Maps). Central Avenue South Grove Street Hollywood Avenue Steuben Street� 9 105 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 Sussex Avenue Redevelopment Area (Source: 2017 City of East Orange Zoning Map). CITY OF NEWARK� 10 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 1: View of project site looking towards its Hollywood Avenue frontage.� 11 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 2: Directly south of the site, along the same side of Hollywood Avenue, there is a 2.5-story, single-family residential dwelling.� 12 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 3: Immediately north of the site, along the same side of Hollywood Avenue, there is a 2.5-story, two-family dwelling. � 13 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 4: East of the site, along the eastern side of Hollywood Avenue are 2.5-story, single￾family residential dwellings.� 14 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 5: Southeast of the site, also along the eastern side of Hollywood Avenue, are two recently constructed, 3-story, two-family dwellings.� 15 105 Grove Street, Suite 3 Montclair, NJ 07042 www.Nishuanegroup.com 973.954.2677 Photo 6: The existing sidewalk along the site’s Hollywood Avenue frontage is damage due to mature tree growth.� 2024-40 121 Hollywood Ave. East Orange, NJ. ZONING .dwg Jan 12, 2026 - 1:14pm ALLENDE MATOS AIA, LEED AP NY LICENSE NO. 034702 NJ LICENSE NO. 1658900 NJ PP LICENSE NO. 33LI00621000 E. [email protected] NO. DATE DESCRIPTIONS WWW.AMARCHITECTSTUDIO.COM ARCHITECTURE, INTERIOR DESIGN & CONSTRUCTION ADMINISTRATION, PLANNING, PROGRAMING & CODE ANALYSIS AM ARCHITECT'S STUDIO, LLC 545 LEXINGTON AVENUE CLIFTON, NJ 07011 T. 973) 270-5166 E. [email protected] DATE: SEAL & SIGNATURE PROJECT NO.: DRAWING BY: CHECKED BY: DRAWING NO. PROJECT SHEET TITLE REVISIONS CONSULTANT ARCHITECT 121 HOLLYWOOD AVE. EAST ORANGE, NJ NEW THREE-FAMILY DWELLING AT: 12/02/2025 2024-40 Y.D.D A.M. 1 OF 6 T-001 NEW THREE-FAMILY DWELLING PBA-06-5-0021 121 HOLLYWOOD AVE., EO, NJ BLOCK 20, LOT 13 TITLE SHEET ZONING BOARD SECRETARY CITY ENGINEER ZONING BOARD CHAIRMAN� 2024-40 121 Hollywood Ave. East Orange, NJ. ZONING .dwg Jan 12, 2026 - 1:34pm ALLENDE MATOS AIA, LEED AP NY LICENSE NO. 034702 NJ LICENSE NO. 1658900 NJ PP LICENSE NO. 33LI00621000 E. [email protected] NO. DATE DESCRIPTIONS WWW.AMARCHITECTSTUDIO.COM ARCHITECTURE, INTERIOR DESIGN & CONSTRUCTION ADMINISTRATION, PLANNING, PROGRAMING & CODE ANALYSIS AM ARCHITECT'S STUDIO, LLC 545 LEXINGTON AVENUE CLIFTON, NJ 07011 T. 973) 270-5166 E. [email protected] DATE: SEAL & SIGNATURE PROJECT NO.: DRAWING BY: CHECKED BY: DRAWING NO. PROJECT SHEET TITLE REVISIONS CONSULTANT ARCHITECT 121 HOLLYWOOD AVE. EAST ORANGE, NJ NEW THREE-FAMILY DWELLING AT: 12/02/2025 2024-40 Y.D.D A.M. 2 OF 6 T-002 TITLE SHEET & DETAILS� 2024-40 121 Hollywood Ave. East Orange, NJ. ZONING .dwg Jan 12, 2026 - 12:47pm ALLENDE MATOS AIA, LEED AP NY LICENSE NO. 034702 NJ LICENSE NO. 1658900 NJ PP LICENSE NO. 33LI00621000 E. [email protected] NO. DATE DESCRIPTIONS WWW.AMARCHITECTSTUDIO.COM ARCHITECTURE, INTERIOR DESIGN & CONSTRUCTION ADMINISTRATION, PLANNING, PROGRAMING & CODE ANALYSIS AM ARCHITECT'S STUDIO, LLC 545 LEXINGTON AVENUE CLIFTON, NJ 07011 T. 973) 270-5166 E. [email protected] DATE: SEAL & SIGNATURE PROJECT NO.: DRAWING BY: CHECKED BY: DRAWING NO. PROJECT SHEET TITLE REVISIONS CONSULTANT ARCHITECT 121 HOLLYWOOD AVE. EAST ORANGE, NJ NEW THREE-FAMILY DWELLING AT: 12/02/2025 2024-40 Y.D.D A.M. 3 OF 6 A-100 PROPOSED BASEMENT & FIRST FLOOR PLANS� 2024-40 121 Hollywood Ave. East Orange, NJ. ZONING .dwg Jan 12, 2026 - 12:47pm ALLENDE MATOS AIA, LEED AP NY LICENSE NO. 034702 NJ LICENSE NO. 1658900 NJ PP LICENSE NO. 33LI00621000 E. [email protected] NO. DATE DESCRIPTIONS WWW.AMARCHITECTSTUDIO.COM ARCHITECTURE, INTERIOR DESIGN & CONSTRUCTION ADMINISTRATION, PLANNING, PROGRAMING & CODE ANALYSIS AM ARCHITECT'S STUDIO, LLC 545 LEXINGTON AVENUE CLIFTON, NJ 07011 T. 973) 270-5166 E. [email protected] DATE: SEAL & SIGNATURE PROJECT NO.: DRAWING BY: CHECKED BY: DRAWING NO. PROJECT SHEET TITLE REVISIONS CONSULTANT ARCHITECT 121 HOLLYWOOD AVE. EAST ORANGE, NJ NEW THREE-FAMILY DWELLING AT: 12/02/2025 2024-40 Y.D.D A.M. 4 OF 6 A-101 PROPOSED SECOND FLOOR & THIRD FLOOR PLANS� 2024-40 121 Hollywood Ave. East Orange, NJ. ZONING .dwg Jan 12, 2026 - 12:48pm ALLENDE MATOS AIA, LEED AP NY LICENSE NO. 034702 NJ LICENSE NO. 1658900 NJ PP LICENSE NO. 33LI00621000 E. [email protected] NO. DATE DESCRIPTIONS WWW.AMARCHITECTSTUDIO.COM ARCHITECTURE, INTERIOR DESIGN & CONSTRUCTION ADMINISTRATION, PLANNING, PROGRAMING & CODE ANALYSIS AM ARCHITECT'S STUDIO, LLC 545 LEXINGTON AVENUE CLIFTON, NJ 07011 T. 973) 270-5166 E. [email protected] DATE: SEAL & SIGNATURE PROJECT NO.: DRAWING BY: CHECKED BY: DRAWING NO. PROJECT SHEET TITLE REVISIONS CONSULTANT ARCHITECT 121 HOLLYWOOD AVE. EAST ORANGE, NJ NEW THREE-FAMILY DWELLING AT: 12/02/2025 2024-40 Y.D.D A.M. 5 OF 6 A-102 PROPOSED ELEVATIONS� 2024-40 121 Hollywood Ave. East Orange, NJ. ZONING .dwg Jan 12, 2026 - 12:48pm ALLENDE MATOS AIA, LEED AP NY LICENSE NO. 034702 NJ LICENSE NO. 1658900 NJ PP LICENSE NO. 33LI00621000 E. [email protected] NO. DATE DESCRIPTIONS WWW.AMARCHITECTSTUDIO.COM ARCHITECTURE, INTERIOR DESIGN & CONSTRUCTION ADMINISTRATION, PLANNING, PROGRAMING & CODE ANALYSIS AM ARCHITECT'S STUDIO, LLC 545 LEXINGTON AVENUE CLIFTON, NJ 07011 T. 973) 270-5166 E. [email protected] DATE: SEAL & SIGNATURE PROJECT NO.: DRAWING BY: CHECKED BY: DRAWING NO. PROJECT SHEET TITLE REVISIONS CONSULTANT ARCHITECT 121 HOLLYWOOD AVE. EAST ORANGE, NJ NEW THREE-FAMILY DWELLING AT: 12/02/2025 2024-40 Y.D.D A.M. 6 OF 6 A-103 PROPOSED ELEVATIONS� 4 a ——— 0 — \ alle 0 orien mw 4 ES =) HHL = TRENK ISABEL J —— SIDDIOL & [re — EER on FisbivANes iid ether Fischer, Parla Mheraissameom Sviaasia Rony ta instance March 23, 2026 VIA EMAIL AND FEDERAL EXPRESS Ms. Janis Nelson, Board Secretary City East Orange Planning Board 44 City Hall Plaza East Orange, NJ 07018 Re: Aivilo and Partners 177-183 North Arlington Avenue, East Orange, NJ Block 361, Lots 5 and 6: City of East Orange Dear Ms. Nelson: ‘This office represents Aivilo & Partners, LLC in the above-referenced matter. Enclosed is the original Affidavit of Service. The Affidavit of Publication is also enclosed as Exhibit D. Please advise if any additional documentation is required. Very truly yours, Heather A. Fischer RIM Enclosure CITY OF EAST ORANGE PLANNING BOARD PROOF OF SERVICE FOR AIVILO & PARTNERS, LLC Subject Property: 177-183 North Arlington Avenue, City of East Orange Block 361, Lots 5 and 6 March 23,2026 AFFIDAVIT OF SERVICE STATE OF NEW JERSEY © + SS. COUNTY OFESSEX : Heather A. Fischer, of full age, being duly sworn according to law, on her oath deposes and says that she is a legal assistant with the law firm of Trenk Isabel Siddiqi and Shahdanian, P.C. She further says that she did on March 20, 2026, at least ten (10) days prior to the hearing date, give written notice to all property owners within 200 feet of the property affected by the application for preliminary and final site plan approval as shown on Exhibit "A" hereto which is the list of such owners provided by Janis Nelson, Planning Board Secretary of the City of East Orange via email on March 12, 2026. Said Notice was given by sending said Notice via certified mail. ‘The original CMRRR stamped receipts are attached hereto as Exhibit “B” as 10 the City of East Orange 200 feet owner's list and utilities list. A true copy of said Notice is attached hereto as Exhibit "C". “The notice was published in the The Star Ledger on March 20, 2026. The Affidavit of Publication, received via email, is attached hereto as Exhibit “D". Heather A. Fischer Sworn and subscribed to before me this 23th day of March, 2026. Jove u savio 1 EXHIBIT A BBE FLERE ARERR EE 3 H = =| EERE off ? HNE! H HEEB HEREHEE EE BE HEB HEEE H Braeside Hel JNEEREER: REE nm H 5 || |B |B EHEEERER flilelzizielggelale BL g HEREHEH +E ECR RE RARE GRRE RERERERE EEE uaa ” ; § (i Pip, Ey A RS 13 3 fk i y 7 0 _ 2 4 J w AR not $ - B & © / / BB / - Legend 7 2 y = 2 fer Sr A I Lot / ~ / 3 AZER 200' RADIUS MAP 1 4 WW) BLOCK 361 LOTS 5 & 6 0 ss mo IMPORTANT NOTICE IF ANY OF THE PROPERTIES ON ‘THE ATTACHED PROPERTY NOTIFICATION CROSS THE FOLLOWING COUNTY ROADS, PARKS, OR STATE HIGHWAY YOU MI Sn fa Ld COUNTY ROADS PARKS Central Avenue Elmwood Park Park Avenue Rowley Prk Sanford Avec . Watsesing Prk North Grove Street Soverel Park South Grove Street Faris S inson Stadium South Orange Avenue Columbia Playground East Orang Oval Park Memorial Field Park Haire Playstound STATE HIOHWAYS Route 280 NEW JERSEY DEPARTMENT OF TRANSPORTATION 1035 PARKWAY AVENUE TRENTON, NJ 08652 CGARDENSTATEPARKWAY ~NEW JERSEY HIGHWAY AUTHORITY WOODBRIDGE, NEW JERSEY 07095 "PUBLIC UTILITIES ELECTRIC & GAS PUBLIC SERVICE ELECTRIC & GAS. 80 Bark Place NewarkNJ 07102 WATER CITY OF EAST ORANGE ‘WATER DEPARTMENT . 106 Grove Steet East Orange NJ 07017 TELEPHONE VERIZON 540 Broad Street Newark NJ 07101 ‘CABLE TELEVISION COMCAST . 257 Prospect Avenue Storo #8 West Orange, NJ 07052 6 Heather Fischer From: Nelson, Janis <Janice Nelson@eastorange-nj gov Sent: Thursday, March 12, 2026 3:44 PM To: Heather Fischer ca Mortis, Kwason Subject: FW: [Caution]RE: [Caution] 176-186 Lincoln LLC; 176-186 Lincoln Street; Block 560, Lot 4303 Attachments: Zoom link for public notice doc; 177-183 N ARUNGTON AVE 200ft pdf External wi EXHIBIT B US, Postal Service’ U.S. Postal Service” FA] CERTIFIED MAIL® RECEIPT = MAIL” RECEIPT ® EY CERTIFIEC Somes a ony CERTIFIED | a Pa a 3 EFL LiAl USE fhm = I Ea a fri — Y EEE g |S i =| x le BE ret § HEE — ih SR fu | Bn ems = 8 fe 2 fear Si. 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Fd CERTIFIED MAIL® RECEIPT fj cenyFIED MALSRECEICT Domestic irony i a Ne 3 Fricial o fo —— = 2° NE I EM Ps He — ae = Bk David Antonio, Director L Si Public Service Electric & Gas " 57% County of Essex Planning Board 1 ll 80 Park Place Dis 900 Bloomfield Avenue Bs Newark NJ 07102 | fal. Verona, NJ 07044 dl a U.S. Postal Service™ U.S. Postal Service™ BY CERTIFIED MAIL® RECEIPT [Yl CERTIFIED MAIL® RECEIPT 5 bl) us al RR ee | gS Bie Re i anand (TH bi iid TY [= mento Sr tome — 2 Posmed™ Po a = ed ro a 2 BEE ei] Ere — Slo PE Harms 2 — 2 1 City of East Orange oat] [5 - Verizon —_ o. ‘Water Department ] 2h = 540 Broad Street Fl 106 Grove Street ] a= Newark, NJ 07101 Ld East Orange, NJ 07017 Le U.S. Postal Service™ fÂ¥ CERTIFIED MAIL® RECEIPT BI conc s onty 3 erie! mina EN lee TG Sha Sh Comeast Shee 257 Prospect Avenue Frio Ct ~] fo gi ‘West Orange, NJ 07052 EXHIBIT C CITY OF EAST ORANGE PLANNING BOARD NOTICE OF VIRTUAL PUBLIC HEARING PLEASE TAKE NOTICE that the undersigned applicant Aivilo & Partners, LLC (“Applicant”) has filed an application for development with the East Orange Planning Board with respect to property located at 177-183 North Aslingion Avenue and also known as Block 361, Lot 5 and 6 on the Official Tax Map of the City of East Orange, New Jersey to allow construction of a story, 116 unt, 100% affordable senior residential building with 100 parking spaces The property is located in the City's North Arlinglon Redevelopment Plan. “The two lots will be consolidated. “The projec is a pemitted use. Applicant seeks preliminary and fina site plan approval. In addition, ‘Applicant seeks the following bulk variance relief pursuant 0 N.J.S.A. 40:55D-70(c) from the City’s Zoning Ordinance and Redevelopment Plan requirements for: (a) where 104 parking spaces are required and 100 parking spaces are proposed. In addition to the above, Applicant requests tht the application be deemed amended to include any additional approval, variances, exceptions, design waivers, submission waivers, use variances, conditional use variances, interpretations, continuations of any pre-existing non-conforming conditions, modifications of prior imposed conditions and other approvals reflected on the fled plans (as same may be further amended or revised from time o time without further notice) and as may be determined to be necessary inthe review and/or processing of this application, whether requested by the Board or otherwise. A virtual public hearing has been scheduled for April 1, 2026 at 7:00 p.m., at which time you ‘may appear, either in person or by attomey, and present any objections or comments you may have regarding this matter. At this point, the City of East Orange is conducting web-based Planning Board hearings ‘Those wishing to virtually attend the meeting may log on to the following web-based meeting site: Click the link to join: hitps://usO6web.zoom.us/j/87223250314%pwd=eNdnsAihPSFaxnvhFMMStdyBWWbL0g. | Passcode:922858 Diak-In (Audio Only): (309) 205-3325 (646) 931-3860 ‘Webinar ID: 872 2325 0314 Passcode: 922858 ‘This case may be heard on the above date, or any adjourned date designated by the East Orange Planning Board at this public meeting without additional notice. All documents relating to this application may be inspected by the Public during regular business hours at the East Orange Division of Comprehensive Planning Office, East Orange City Hall, 44 City Hall Plaza, East Orange, NJ 07018; Telephone: (973) 266-5486; Facsimile (973) 673 4077. Documents may also be oblained on the East Orange website, wwiw.castorange- nigov/AgendaCenter. “This Notice is being published and sent in accordance with the requirements of the Municipal Land Use Law and the Ordinances of the City of East Orange. DATED: March 12,2026 15 Reginald Jenkins, Jr. Reginald Jenkins, Jr. Esq. Attomey for Applicant Aivilo & Partners, LLC TRENK ISABEL SIDDIQI & SHAHDANIAN, PC 290 W. Mt. Pleasant Ave, Suite 2370 Livingston, NJ 07039 Telephon: (973) 533-1000 EXHIBIT D Star-Ledger 08: cortosozre St cttw seer) ss Cony af ibasese an exh ay vom Goose at hha roll of WJ chan Mick ht Sta Leer uc fa evapapr vin gener radon i AL. Guseon, Coe May. Essex Hodson Hsdon Marcr, Waser, Wonmouh. Vern, Ocean Pass. Samer, Suse. Une, and Waren Couns and alc an acre and Wo copy of 106 5. iad in 30 tl nr. PSB 37 pla 1h gl Coan ad 5 of 50 GOI newer on i how pron Frap— cy Mee JEANETTE KRYZYMALSKI ot Put, Seta of Now Jorey Fil Gon ore Pubaner My Commission Expres 382001 rtos Notary Puke Ths nor act ole sof Lainie ning auoniseo omminauon schmaogy. Noanzaion Joan och) SNS = Cra CITY OF EAST ORANGE PLANNING BOARD. NOTICE OF VIRTUAL PUBLIC HEARING PLEASE TAKE NOTICE that the undersigned applicant Alvilo & Partners, LLC (“Applicant®) has filed an application for development with the East Orange Planning Board with respect to property located at 177-183 North Arlington Avene and also known as Block 361, Lot 5 and 6 on the Official Tax Map of the City of East Orange, New Jersey to allow construction of a 8 story, 116 unit, 100% affordable” senior residential building with 100. parking Spaces The property is located in the City's North Arlington Redevelopment Plan. The tw lots will be consolidated. The project is a permitted use. Applicant seeks preliminary and final site plan approval.” In addition, Applicant seeks the following bulk variance reef pursuant toN.JS.A. 40:55D-70(c) from the City's Zoning Ordinance and Redevelopment Plan requirements for: (a) where 104 parking Spaces are required and 100 parking spaces are Proposed. In addition to the above, Applicant requests that the application be deemed amended to include any additional approvals, variances, exceptions, design waivers, Submission waivers, use. variances, conditional use Variances, interpretations, continuations of any pre-existing non-conforming conditions, modifications of prior Imposed Conditions and other approvals reflected on the fled plans (as same may be further amended or revised from time to time without further notice) and as may be determined to be necessary In the review and/or processing of this application, whether requested by the Baard or otherwise. A virtual public hearing has been scheduled for April 1, 2026 at 7:00 p.m. at which time you may appear, either in person or by attorney, and present any objections GF Comments you may have regarding this matter. At this point, the City of East Orange is conducting web-based Planning’ Board hearings. Those wishing to virtually attend the meeting may log on to the following web-based meeting site: click the link to join: Ditps://usO6web.zoom.us//872232503142pwd=eNdnsAIhPEF aXVhFMMBL4YBWWDLOG.1 Passcode:922858 Dial-in (Audio Only): (309) 205-3325 (646) 931-3850 ‘Webinar ID: 872 2325 0314 Passcode: 922858 This case may be heard on the above date, or any adjourned date designated by the East Orange Planning Board at this public meeting without additional notice. All documents relating to this application may be inspected by the Public during regular business hours at the East Orange Division of Comprehensive Planning Office, East Orange City Hall, 44 City Hall Plaza, East Orange. Nj 07018; Telephone: (373) 266-5486; Facsimile (373) 673-4077. Documents may aiso be obtained on the East Orange ‘website, www.eastorange-nj gov/AgendaCenter. “This Notice is being published and sent in accordance with the requirements of the Municipal Land Use Law and the Ordinances of the City of East Orange. DATED: March 12,2026 /5/ Reginald Jenkins, Jr. Reginald Jenkins, Jr, Esq. Attorney for Appiicant Aivilo & Partners, LLC ‘TRENK ISABEL SIDDIQI & SHAHDANIAN, PC 290 W. Mt. Pleasant Ave, Suite 2370 Livingston, NJ 07039 Telephone: (973) 533-1000 3/20/28 515486 EXECUTIVE SUMMARY Project Address: 177–183 North Arlington Avenue, East Orange, NJ (Essex County) Block & Lots: Block 361, Lots 5 and 6 Zoning: North Arlington Avenue Redevelopment Plan LOCATION OVERVIEW This 1.32-acre site is located just outside East Orange’s bustling Main Street corridor, offering both convenience and neighborhood tranquility. It is within walking distance of the East Orange YMCA, NJ Transit’s East Orange Train Station and commercial and civic amenities. Nearby health facilities include: • Care Well Health Medical Center (less than 1 mile) • University Hospital, Newark (2.1 miles) • Hackensack Meridian Mountainside Medical Center, Montclair (3.1 miles) Additional connectivity includes local bus routes, proximity to Interstate 280 and the Garden State Parkway. The site is located within both a Qualified Census Tract (QCT) and a Federal Opportunity Zone —positioning it favorably for tax credit and mission-driven investment. PROJECT DESCRIPTION The proposed development is a five-story, passive house, senior housing project involving the assemblage of two lots—one privately owned and one owned by the City of East Orange. Key preliminary program elements include: • Residential Units: 116 apartments (a mix of Studios, 1-Bedrooms, and some 2- Bedrooms) • Affordability: 100% affordable; between 30% - 80% AMI (consideration for mixed￾income model if needed) • Supportive Services/Office Space: ~2,500 SF • Lobby/Amenity: ~5,400 • Parking: Structured garage with 110 parking spaces Acquisition Details: • Private lot purchase price: $1.8 million • City-owned parcel, which consists of 0.349 acres, is to be acquired at 100% of assessed value, currently assessed at $364,800 The development will focus on senior health and wellness, partnered with Carewell Health Medical Center, incorporating best practices learned from the COVID-19 pandemic. Program features will include:� • Fitness center and yoga studio • Rooftop lounge • Telehealth-ready common space • Regularly organized tenant engagement events • Supportive services: optional in-home assistance, on-site counseling, benefit navigation • Environmentally sustainable design and operations As requested by East Orange’s City Council, this property will also be designed to be utilized as a safe house for community members. � Oil 1 nih Io (LN i IH ina Him ll TI ) | | Hil HEE Hh | Li | il ls LYE RR EA i i 1 IC EO EE il fi 1 HI HL ghitd bn He (fu HERE HEH ERR IE HHI a iit HEHE Ea HE Hi fn ER pin iii HEHE iH HERR ARH Ja AEILEEL FEF] Fre Hit HEHE IM HEE Nici AN ead ll xe! Il | he fi 2 i iH ER IR Gif il il I: |i HIRE HE 1 EE fit lity jf Jl i i Hed HH bil HH yi HitH Hi] HH LIE Hi Ld Bi Eh bhi as {ih LL F23232 | [g2eg i - ; y fil | i RA ihe | mia i fh : EE fee ig tisdh li I 1 itl ii li i qld ] ji pi ya i Hil rg LRA Hifi| fr N iid | Hf i. 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BEVEZACaGa ERY HR em— SAR LE as wi wares: te i | Fl La BOSE og rE ih § 8 Halls Beigihigpag)y hyo JH opp eis geld og 1% H Eo : PP misslis {IN cE IE Fi ll fii 2 ard 2G LEAR FE § iii H] AER i il tH HEH soheiin H i wll i : fa dt [ab ; : FE i Bd : IEEE fitting I Re} Lag By ee f EE 18031181-2 PUBLIC NOTICE FOR VIRTUAL HEARING CITY OF EAST ORANGE – PLANNING BOARD PLEASE TAKE NOTE that on Wednesday, April 1, 2026 at 7:00 P.M. the City of East Orange Planning Board (the “Board”) will hold a VIRTUAL public hearing to reconsider Application PBA￾03-25-0012, on behalf of Awesome Flippers, LLC, (the “Applicant”) concerning the project to be located at 429 Springdale Avenue, also referred to as Block 562, Lot 10 on the official tax records of the City of East Orange (the “Property”), at which time all interested persons will be given an opportunity to question witnesses and be heard electronically in the manner described below. The Property is located in the R-2 Residential District. This matter was previously scheduled for a public hearing on January 7, 2026, at which time the Applicant sought approval from the Board for a minor subdivision and proposed to subdivide the existing lot into two (2) separate lots. Each newly created lot was proposed to be developed with a new two-family dwelling containing two (2) three-bedroom residential units. Two (2) off-street parking spaces were proposed on each lot to serve the residences. In addition, the Applicant sought “c” variance relief from the required front yard setbacks, rear yard setbacks, and minimum lot width. The present proceeding constitutes a reconsideration of that application and any determinations previously made, and may include revised plans, additional testimony, or supplemental submissions by the Applicant. The Applicant shall also apply for such variance relief, exceptions, waivers, departures, permits or other approvals or licenses that are deemed necessary or appropriate by the Applicant or the Board and which may arise during the course of the hearing process. The Applicant may also revise the plans pursuant to comments made upon a review of the plans, testimony and other materials at the public hearing without further notice. Further, the Applicant reserves the right to supplement this application and/or seek at the time of hearing such other approvals, interpretations, variances and/or waivers as may be requested or required by the applicant or the Board. This hearing will take place remotely by videoconference or telephone conference only, via the Zoom platform. Any interested party may appear at the virtual meeting and participate therein in accordance with the rules of the Board. THE MEETING WILL BE OFFERED VIRTUALLY FOR ALL BOARD MEMBERS, BOARD PROFESSIONALS, APPLICANT AND APPLICANT’S TEAM, AND INTERESTED PARTIES AND MEMBERS OF THE PUBLIC. TO ATTEND THIS MEETING VIRTUALLY ENTER THE FOLLOWING LINK ON YOUR COMPUTER OR PERSONAL DEVICE: You are invited to a Zoom webinar. When: April 1, 2026, 07:00 PM Eastern Time (US and Canada) Topic: Planning Board Hearing April 1, 2026 On April 1st you may use the link below to join the webinar: https://us06web.zoom.us/j/87223250314?pwd=eNdnsAihP8FaxnvhFMM8t4yBWWbL0q.1 Passcode:922858 Dial-In (Audio Only): (309) 205-3325� 18031181-2 (646) 931-3860 Webinar ID: 872 2325 0314 Passcode: 922858 Any person affected by this application is invited to attend the hearing. The application including maps and documents may be examined between 8:30 a.m. and 4:30 p.m. Monday-Friday, at the Division of Comprehensive Planning located at 44 City Hall Plaza, Third Floor, East Orange, New Jersey 07019. Tel: (973) 266-5486 Facsimile (973) 673-4077. Alternatively, you may contact the Applicant’s attorney, Jennifer M. Carrillo-Perez, Esq. using the contact information provided below. Please take further notice that the Board may, at its discretion, adjourn, postpone, or continue said Hearing from time to time, without further public notice, and you are hereby notified that you should make diligent inquiry of the Planning & Zoning Office concerning such adjournments, postponements or continuations. Awesome Flippers, LLC, Applicant Jennifer M. Carrillo-Perez, Esq., Attorney for the Applicant Connell Foley LLP 56 Livingston Avenue Roseland, New Jersey 07068 973-535-0500/[email protected]� Reginald Jenkins, Jr., Esq. [email protected] 973.327.0248 Reply to Livingston office February 12, 2026 VIA EMAIL AND FEDERAL EXPRESS Alicia Cohen, Director Department of Policy, Planning & Development The City of East Orange 44 City Hall Plaza East Orange, NJ 07018 Re: Codification of North Arlington Avenue Redevelopment Plan Dear Ms. Cohen: As you know, I represent Aivilo & Partners, LLC, the proposed redeveloper of the properties located at 177 North Arlington Avenue (Block 361, Lot 5) and 183 North Arlington Avenue (Block 361, Lot 6). Alivio proposes to acquire and assemble the properties to construct a five-story residential building including 116 Units, of which 100% will be affordable units between 30% of AMI and 120% of AMI, and approximately 2,500 square feet of supportive services/office space, and structured parking garage for 100 parking spaces, as well as certain other on-site and off-site improvements, all of which will focus on senior health and wellness (the “Project”). Until recently, Aivilo understood that these properties were subject to the terms and conditions of the North Arlington Avenue Redevelopment Plan (attached). However, due to what appears to have been a procedural oversight, the redevelopment plan may not have been adopted by the City Council following the Planning Board’s review. Obviously, without the redevelopment plan in place, the Project cannot move forward. Therefore, we ask that the City take immediate steps to secure the Council’s final approval and adoption of the North Arlington Avenue Redevelopment Plan. In addition, the question was raised to Aivilo as to whether the plan as currently written allows senior housing as a permitted use. To avoid any future confusion, we would request that the Section 4.2 Principal Permitted Uses be expanded to expressly include age restricted/senior housing. � Alicia Cohen, Director February 12, 2026 Page 2 Finally, as we have repeatedly noted, time is of the essence for Aivilo. It is currently under contract for, and under a tight timeline for the completion of its purchase of the 177 North Arlington Avenue parcel as well as to secure the needed State funding for this affordable project. It is therefore imperative that we move as quickly as may be possible. Very truly yours, /s/ Reginald Jenkins, Jr. Reginald Jenkins, Jr. RJ/hf� ORDINANCE OF THE CITY OF EAST ORANGE, NEW JERSEY 1st Reading: / / Referred to Planning Board: / / Public Hearing: / / Received from Planning Board: / / Final Reading: / / Approved as to Form and Legality On Basis of Facts Set Forth: Factual Contents Certified to By: Corporation Counsel Department Head Appropriations: Tabled: / / Removed From Table: / / Comptroller Councilman/Councilwoman Presents the following Ordinance: ORDINANCE NO. OF 2026 AN ORDINANCE OF THE CITY OF EAST ORANGE, COUNTY OF ESSEX, NEW JERSEY TO APPROVE AND ADOPT OF THE NORTH ARLINGTON AVENUE REDEVELOPMENT PLAN WHEREAS, the Local Redevelopment and Housing Law, N.J.S.A. 40A:12A-1 et seg. (the "LRHL") provides the statutory basis for municipalities for encouraging land redevelopment, and authorizes municipalities to determine whether certain parcels of land within the municipality constitute an area in need of redevelopment and to create redevelopment plans; and WHEREAS, pursuant to N.J.S.A. 40A:12A-5 and East Orange City Council Resolution I-157 dated May 24, 2021, the following City Tax Blocks and Lots along with all streets and rights-of-way appurtenant thereto (hereinafter as the ‘Redevelopment Area’), were designated as a non￾condemnation redevelopment area: Block 271.01, Lots 20 (168-174 North Arlington Avenue); Block 271.01, Lot 21 (164 North Arlington Avenue; Block 271.01 Lot 24 (152 North Arlington Avenue); Block 271.01, Lot 25 (148 North Arlington Avenue); Block 361, Lot 5 (177 North Arlington Avenue); and Block 361, Lot 6 (183 North Arlington Avenue); and WHEREAS, the Planning Board authorized its planning consultant, Nishuane Group LLC ("Planning Consultant"), to investigate whether the Redevelopment Area, or any portion thereof, constitutes an area in need of redevelopment without condemnation and/or area in need of rehabilitation in accordance with the LRHL, and to prepare a preliminary report ("Study") regarding same; and WHEREAS, the Planning Board, having provided requisite notice and having met all jurisdictional requirements of the LRHL, held public hearing on July 7, 2021, during which a representative of the Planning Consultant, Steven Martini, AICP, PP, presented the North Arlington Avenue Redevelopment Plan to the Planning Board; and WHEREAS, on August 4, 2021, the Planning Board voted to adopt Resolution No. PB 753-20, memorializing its approval of the Redevelopment Plan and transmitting same to the Municipal Council with the recommendation that it be adopted; and WHEREAS, due to what appears to have been a procedural oversight, the redevelopment plan was not adopted by the City Council following the Planning Board’s review; and WHEREAS, considering all information before it, the Municipal Council has determined that the City's interests relative to land use within the Redevelopment Area are best served by accepting the Planning Board's recommendation to formally adopt the Redevelopment Plan.� ORDINANCE No. of Page 2 of 2 NOW, THEREFORE, BE IT ORDAINED by the City Council of the City of East Orange, County of Essex, State of New Jersey, that: SECTION ONE: Approval and Adoption of Amended Redevelopment Plan. The North Arlington Avenue Redevelopment Plan prepared by Nishuane Group, LLC, dated July 7, 2020 is hereby approved and adopted pursuant to N.J.S.A. 40A:12A-7. SECTION TWO: Severability of Ordinance Provisions. Each Section of this Ordinance is an independent Section and any part hereof found unconstitutional, void or ineffective for any cause shall not affect the validity or constitutionality of any other parts hereof. SECTION THREE: Conflicts and Inconsistencies. All other Ordinances and parts of Ordinances that conflict or are inconsistent with this Ordinance are hereby repealed, but only to the extent of such conflict or inconsistency. SECTION FOUR: Effective Date. Following final passage, this Ordinance shall take effect upon the expiration of 20 days after publication, unless otherwise provided by the Municipal Council. FIRST READING Councilmember AYE NAY NV AB VETO Councilmember AYE NAY NV AB VETO PULLINS, JR. HOLMAN MONK GARRETT-WARD LENEUS AWE GOMEZ JAMES FAUNTLEROY LEWIS RECORD OF COUNCIL VOTE ON SECOND READING & FINAL PASSAGE Councilmember AYE NAY NV AB VETO Councilmember AYE NAY NV AB VETO PULLINS, JR. HOLMAN MONK GARRETT-WARD LENEUS AWE GOMEZ JAMES FAUNTLEROY LEWIS X - Indicates Vote AB - Absent NV - Not Voting (Abstain/Excused) ACTION ON VETO:  to Sustain  to Override Passed on First Reading: / /2026 Adopted on Final Reading: / /2026 Presented to Mayor: / /2026 Approved: / /2026 Vetoed: / /2026 Reconsidered by Council: / /2026 Council Chairwoman Amy Lewis Mayor Ted R. Green City Clerk Cynthia S. Brown� www.dynamicec.com Lake Como, NJ | Chester, NJ | Toms River, NJ | Newark, NJ | Marlton, NJ | Newtown, PA | Philadelphia, PA | Bethlehem, PA King of Prussia, PA | Allen, TX | Houston, TX | Austin, TX | Delray Beach, FL | Tampa, FL | Annapolis, MD | Newark, DE Dynamic Engineering Consultants, PC 50 Park Place, Suite 901 Newark, NJ 07102 T. 973-755-7200 January 28, 2026 Via Email City of East Orange Zoning Department 44 City Hall Plaza, Basement Level East Orange, NJ 07019 Attn: Robert Lawson Zoning Officer RE: LenFam Management Co. Block 420, Lot 9.02 275 Central Avenue City of East Orange Essex County, NJ DEC# 3616 24-02178 PBA-10-25-0033 Dear Mr. Lawson, On behalf of LenFam Management Co., please find the following items for the Board’s continued review towards a completeness determination and scheduling a public meeting: • One (1) signed and sealed Preliminary and Final Major Site Plan dated 08/08/25, revised 01/21/26, by Dynamic Engineering Consultants, PC; • One (1) USB with a digital PDF of the Preliminary and Final Major Site Plan dated 08/08/25, revised 01/21/26, by Dynamic Engineering. Consultants, PC and; • One (1) signed and sealed Boundary and Topographic Survey dated 08/08/24 by Dynamic Survey. The enclosed plans have been revised in response to comments made at the City’s TRC Meeting on January 14, 2026. Below, please find an itemized list of same: • The Cover Sheet Page 1 has been revised to include the Zoning bulk chart and reference to PBA-10-25-0033 and Spylen Benefit, Inc. has been added as the Applicant/Owner. The project title has also been updated to reference Wendy’s. • The proposed frequencies and times of deliveries and truck sizes have been added to Note 8 under Project Narrative found on Cover Sheet 1.� City of East Orange January 28, 2026 Page 2 of 2 • The set has been revised to include Vehicle Circulation Plans on Sheet 13, 14, and 15 for the anticipated truck traffic. • Existing photographs of the subject site have been included on Sheet 6 Site Photo Plan to satisfy the existing site photo requirement. • The Plans have been revised to include and reference the site survey. The sizes of the utilities have been depicted on the survey as requested. • The proposed canopies and order boards have been replaced with integrated speaker and order boards per Wendy’s standards and have been relocated. Should you have any questions or require any additional information, please do not hesitate to contact our office. Sincerely, Dynamic Engineering Consultants, PC Tiago F. Duarte, PE Isabella Perretti Enclosures� EXECUTIVE SUMMARY Project Address: 177–183 North Arlington Avenue, East Orange, NJ (Essex County) Block & Lots: Block 361, Lots 5 and 6 Zoning: North Arlington Avenue Redevelopment Plan Note: The North Arlington Avenue Redevelopment Plan was prepared in 2020 by Nishuane Group LLC. The firm’s principal is Michele Delisfort, PP, AICP, and the owner of AIVILO & Partners, LLC. LOCATION OVERVIEW This 1.32-acre site is located just outside East Orange’s bustling Main Street corridor, offering both convenience and neighborhood tranquility. It is within walking distance of the East Orange YMCA, NJ Transit’s East Orange Train Station and commercial and civic amenities. Nearby health facilities include: • Care Well Health Medical Center (less than 1 mile) • University Hospital, Newark (2.1 miles) • Hackensack Meridian Mountainside Medical Center, Montclair (3.1 miles) Additional connectivity includes local bus routes, proximity to Interstate 280 and the Garden State Parkway. The site is located within both a Qualified Census Tract (QCT) and a Federal Opportunity Zone —positioning it favorably for tax credit and mission-driven investment. PROJECT DESCRIPTION The proposed development is a five-story, passive house, senior housing project involving the assemblage of two lots—one privately owned and one owned by the City of East Orange. Key preliminary program elements include: • Residential Units: 116 apartments (a mix of Studios, 1-Bedrooms, and some 2- Bedrooms) • Affordability: 100% affordable; between 30% - 80% AMI (consideration for mixed￾income model if needed) • Supportive Services/Office Space: ~2,500 SF • Lobby/Amenity: ~5,400 • Parking: Structured garage with 110 parking spaces Acquisition Details: • Private lot purchase price: $1.8 million • City-owned parcel, which consists of 0.349 acres, is to be acquired at 100% of assessed value, currently assessed at $364,800� The development will focus on senior health and wellness, partnered with Carewell Health Medical Center, incorporating best practices learned from the COVID-19 pandemic. Program features will include: • Fitness center and yoga studio • Rooftop lounge • Telehealth-ready common space • Regularly organized tenant engagement events • Supportive services: optional in-home assistance, on-site counseling, benefit navigation • Environmentally sustainable design and operations As requested by East Orange’s City Council, this property will also be designed to be utilized as a safe house for community members. � MICHELE S. DELIFORT, PP/AICP Michele S. Delisfort is a passionate urban planner and community advocate deeply committed to creating stronger, more vibrant neighborhoods in New Jersey. With a solid educational foundation in Political Science and City and Regional Planning from Rutgers University, she uses her knowledge to uplift and revitalize communities and ensure that everyone’s voice is heard in the planning process. For example, throughout her career, she coordinated initiatives to enhance commuter access, making it easier for residents to connect with work and services. She held a key role in revitalizing neighborhoods by securing funding and supporting local organizations aimed at making real changes in people’s lives. Michele focused on managing a team and that developed professional planning documents and reports that truly reflect the needs of the community. She not only produced guiding studies but also led redevelopment projects that introduced new ideas for land use, promoting sustainable growth that benefits all residents. In addition to her work, Michele is dedicated to education and mentorship. As a former Adjunct Professor, she worked to inspire students, especially those from underrepresented backgrounds, to see the potential of a career in planning and to become agents of change in their communities. Michele continues her mission of revitalizing communities, working on projects that enhance the social and economic well- being of municipalities across the state. Her commitment extends beyond New Jersey, having also participated in redevelopment eWorts in Haiti after a devastating earthquake, bringing hope and resilience to those in need. Michele’s community involvement doesn’t stop at her professional roles. Her volunteer eWorts and leadership in organizations highlight her commitment to making planning more inclusive and eWective. As Chair of the NJ-APA Redevelopment Planning Committee, she collaborates with fellow community leaders to promote policies that uplift urban areas in New Jersey, ensuring that ethical standards remain a priority in all planning endeavors. Over the past three decades, Michele has built a rich tapestry of community-centered experience. She has successfully bridged the gap between urban planning and community service. Her unyielding dedication to improving her community has established her as a respected change-agent, recognized for her vision and leadership.� CRAIG SAWYER Craig L. Sawyer serves as Principal and Managing Partner at Equitable Development Consultants, LLP., a community economic development consultancy firm, and Principal and Managing Partner at Poiema Development Group, LLC, a mission-focused, boutique real estate development company. Within his network of companies and partnerships, Craig focuses on creating value in community initiated, residential and commercial redevelopment projects where his ability to transform a concept into a financially viable project and his expertise and knowledge of real estate development and public financing sources are realized. His primary focus within the development process is facilitating and managing the planning and due diligence process and structuring the debt and soft capital for the development projects. With more than 25 years of real estate and economic development experience through his various professional consulting and development roles, his eWorts have helped to secure over $300 million for multiple residential, mixed-use, and commercial development projects and associated initiatives. The most recently completed project was a 43-unit multifamily rental development where he served as Co-GP Partner. Currently, he serves as co-developer/co-partner on several community-focused, multifamily and mixed-use development projects totaling well over $100 million. In addition, he was instrumental in creating the State of New Jersey’s regional training institute on real estate and redevelopment - New Jersey Redevelopment Authority’s Redevelopment Training Institute, and since program inception in 2006, the institute has trained over 2,000 elected oWicials, governmental staW, for-profit and non-profit developers, attorneys and other development professionals on real estate and redevelopment related matters. He continues to serve as the RTI Lead Trainer responsible for the development of training curriculum agendas and customized municipal training sessions. Craig currently mentors and trains aspiring real estate developers in real estate development under the auspices of his Mastermind Mentorship program. In addition, he developed and taught for several years a 12-week, youth entrepreneurship training program to college-bound, inner-city young men and women of color for the New York City Chapter of the 100 Black Men of America. He is also a member of civic and community organizations where he served on the board of the Housing and Community Development Network of New Jersey and served as past board chair of HANDS Inc.� Craig attended Rider College for his Bachelor of Science (BS) degree in Business Administration and Rutgers University’s Graduate School of Management for his MBA degree in Finance. He also holds professional certifications and licenses from national and state recognized institutions, including NDC’s Economic Development Finance Professional Certification and a New Jersey real estate license.� ANIKA DODSON-CASIMIR, CAPM Mrs. Anika Dodson-Casimir has nearly a decade of Construction Management/ Project Management experience, specializing in data center builds, residential new construction and retail oWice fit outs. She utilizes analytical skills, attention to detail and existing construction knowledge to move projects forward. She earned her Bachelor of Science in Architecture and Bachelor of Science in Concrete Industry Management from New Jersey’s Institute of Technology. Mrs. Dodson-Casimir’s passion for implementing the revitalization of communities led her to become a Project Management Associate in 2021. Mrs. Dodson-Casimir spearheaded the development of Project Management to provide cities and private clients with the qualified and eWicient staWing capacity to expedite the implementation of redevelopment projects. The intention was to lend experience to municipalities so they can accomplish their physical improvements, economic development objectives and revitalization goals. Additionally, the firm monitors all of the construction related conditions of the redevelopment agreement, to ensure its project is completed in accordance with the agreement and within a timely manner. Mrs. Dodson￾Casimir has also gained knowledge in land use hearings, zoning and exhibit development with private and public sector clients. Prior to obtaining her Certified Associate in Project Management, Anika Dodson-Casimir was provided the opportunity to discuss her experience as a woman of color within the construction industry in the aptly titled “The Truth About Diversity in Construction”. Anika held a variety of positions within the construction industry. Mrs. Dodson-Casimir began her career as an Assistant Project Manager at Clune Construction, where she was able to be the lead on multi-million dollar projects and assisted with the development of their internal training program.� REGINALD JENKINS, JR , Esq. Trenk Isabel Siddiqi & Shahdanian P.C. (the “Firm”) is a domestic professional corporation formed under the laws of the State of New Jersey on February 16, 2021. The Firm maintains oWices at 290 W. Mt. Pleasant Avenue, Suite 2370, Livingston, New Jersey 07039 and 21 Main Street, Suite 251, Hackensack, New Jersey 07601. The Firm has the expertise and eWiciency necessary to provide AIVILO & Partners, LLC with eWective counseling services and strategic case management in any legal arena. The Firm is a full-service law firm of sixteen (17) attorneys with technical qualifications, education, training, and experience. We have suWicient staW and equipment to perform the scope of services described herein. From Cape May County to Bergen County, our partners and associates have always been committed to traveling to meet the needs of our clients. The Firm’s attorneys have a full spectrum of experience in a wide variety of practice areas including real estate acquisition and development; commercial leasing; commercial and residential tax appeals; zoning and planning law, government representation, condemnation law and related litigation and counseling; civil rights matters, including claims pursuant to 42 U.S.C.1983, Title 59 matters; environmental law (investigation, remediation, litigation and regulatory compliance); complex commercial litigation; First Amendment, OPRA and media law counseling and litigation; shareholder/partnership litigation; corporate counseling; mergers and acquisitions; and financing. The Firm’s employment group handles litigation before state and federal courts, the Equal Employment Opportunity Commission, Public Employment Relations Commission, state and local human rights agencies, as well as the administrative venues of the New Jersey and New York State Departments of Labor. Our attorneys practice extensively in the New Jersey Superior Court and its Appellate Division, the New York Supreme Court, the New Jersey Supreme Court, the United States District Court for the District of New Jersey and the Southern and Eastern Districts of New York, the United States Court of Appeals for the Third Circuit, the United States Court of Appeals for the Second Circuit, the United States Supreme Court, and many other jurisdictions. The Firm’s attorneys have also provided and continue to provide diverse, high-level legal services to public entities and other governmental bodies within New Jersey, elsewhere in the United States, and internationally, including: • Town of Dover (Redevelopment Counsel)� • Township of Springfield (Redevelopment Counsel) • Township of West Orange (Condemnation Counsel) • County of Bergen (Special Litigation Counsel) • County of Passaic (Special Litigation Counsel) • Borough of River Edge (Borough Attorney) • Borough of New Milford (Borough Attorney/ Labor Counsel) • Township of West Orange (Municipal Attorney/Litigation Services) • City of Hackensack (Tax Appeal Counsel/Labor Counsel) • Borough of Bergenfield (Labor Counsel/Special Tax Appeal Counsel) • Borough of Maywood (Labor Counsel) • Borough of Bogota (Labor Counsel) • City of Garfield (Labor Counsel) • Borough of Park Ridge (Labor Counsel) • Borough of Glen Rock (Special Counsel) • Township of Hillside (Labor Counsel) • Borough of WoodcliW Lake (Tax Appeal Counsel) • Borough of Tenafly (Tax Appeal Counsel) • Borough of North Caldwell (Tax Appeal Counsel) • City of Atlantic City (Bankruptcy Attorney/Municipal Defense Counsel) The Firm currently employs 17 licensed attorneys, comprised of 4 Directors, 6 Partners and 7 Associates. We will always make sure we have an assigned attorney available to attend meetings for AIVILO & Partners, LLC. We also employ a support staW of 9 employees, including 2 law clerks, 4 paralegals, and 2 legal assistants. At Trenk Isabel Siddiqi & Shahdanian, P.C., we are committed to fostering a diverse, equitable, and inclusive environment. We recognize the importance of embracing diversity and striving for greater representation and inclusion. The Firm believes that diversity enriches our perspectives, enhances our problem-solving abilities, and strengthens our ability to serve our clients eWectively. We are committed to � actively promoting diversity, equity, and inclusion within our firm and in the legal profession as a whole. We know that inclusion of individuals irrespective of gender, race, sexual orientation, gender identity, religion, ethnicity or disability status is not accomplished by internal change alone. Because collaboration maximizes the chances of achieving diversity and inclusion, we also continuously engage in outreach to our community.� OBI C. AGUDOSI, AIA Obi C. Agudosi, AIA, has over 38 years of experience practicing architecture and has worked on diverse project types. He has experience in the planning, programming, design, and construction of a myriad of projects in all market sectors. He served 8 years as a board member and 1 year as the President of the New Jersey State Board of Architects. As the founder, President, and CEO of OCA, Obi is focused on providing practical and cost￾eWective architectural design solutions to our clients through eWective management. He is committed to providing exceptional services to our clients as well as provide a nurturing environment for our staW while contributing positively to communities where our projects are located through honest and reliable work ethics. Obi has successfully completed projects using conventional design-bid-build and design￾build project delivery mechanisms that involved construction phasing and fast-track design and construction. Regardless of the size and scope of the project, Obi gives unparalleled attention and eWort to creating maximum value for clients. Known for his creative and innovative approach to project planning, design and construction, in some cases, Obi has utilized non-traditional project delivery methods, such as modular construction, to ensure project success. His practical and technical background in construction has resulted in innovative designs and the timely and cost￾eWective completion of projects. Mr. Agudosi is experienced in all phases of design and construction, with a particular emphasis on project management. He is dedicated to design excellence that embodies quality construction documents developed on schedule and within the established budget. In all our projects, no matter the size, Mr. Agudosi stress’s quality service, cost eWicient design and maximum value for clients.� GERARD HAIZEL, PP/AICP Mr. Gerard M. Haizel, PP/AICP has over twenty years of extensive interwoven experience as a seasoned and engaged practitioner in urban planning, community development, and economic development. He earned a Bachelor of Arts Degree in Urban Studies and Community Development from Rutgers University in 1985 and a Master Degree in Urban Planning in 1989 from New York University. Mr. Haizel early career included working as a Planetarium Assistant from 1985 to 1990 at the Newark Museum Planetarium. Beginning as a Senior Planner with the City of Jersey City from 1990 to 1994, he practiced urban planning during a transformational time in the city. Mr. Haizel then worked at the Port Authority of New York and New Jersey Easy Rider Program as a Program Manager between 1994 to 1995. His planning passion soon led him to pivot into deeper work inside communities with community development and nonprofit organizations. From 1995 to 2001, Mr. Haizel served as the Director of Research, Development and Data Management for the Bergen County Community Action Partnership, Inc. He then served as a Senior Director of Resource Development and Marketing for the United Way of Greater Union County in New Jersey. With a deep commitment to foster community and economic development revitalization for areas in need, Mr. Haizel served as a Senior Program Manager from 2001 to 2005 at the Episcopal Community Development, Inc. before eventually elevating to the Executive Director role from 2005 to 2013. Since 2009, Mr. Haizel has served as Senior Associate of Nishuane Group, LLC; a growing Urban Planning consultancy firm based in Montclair, New Jersey. Nishuane Group, LLC. specializes in land use planning, economic and community development, redevelopment planning and housing development. He is a licensed Professional Planner in New Jersey and a member of the American Institute of Certified Planners. He has represented municipal land use boards and private sector clients to develop community revitalization plans, demographic profiles and economic development analyses. Mr. Haizel has used geographic information systems extensively to illustrate demographic and socio-economic conditions that inform land use decision-making in urban and suburban communities. He has also been qualified as an expert witness for numerous client applications presented before land use boards. As a skilled proposal/grant writer, he has been successful in obtaining project funding for numerous clients, resulting in the development of aWordable housing units and a variety of community-based plans. Mr. Haizel’s professional experience and steep community development network and knowledge has helped to bridge urban planning, community development and economic development opportunities for countless municipalities and organizations throughout the New York and New Jersey tri-state region.� CITY COUNCIL OF EAST 0 CITY CLERK'S OFFICE EAST ORANGE, N.J. UTION o. I /5°" 1 Resolution offered by Council Membe.._ ___ �IIUJl.l-,..___ ___ -1------- RESOLUTION OF THE CITY OF EAST ORANGE, COUNTY OF ESSEX, NEW JERSEY DESIGNATING CERTAIN PROPERTY IDENTIFIED AS BLOCK 271.01, LOTS 20, 21, 24 AND 25; AND BLOCK 361, LOTS 5 AND 6 ON THE CITY TAX MAP, ALONG WITH THE ADJACENT PUBLIC STREETS, AS A NON-CONDEMNATION REDEVELOPMENT AREA PURSUANT TO THE LOCAL REDEVELOPMENT AND HOUSING LAW, N.J.S.A. 40A:12A-1 ET SEQ. WHEREAS, the Local Redevelopment and Housing Law, NJS.A. 40A:12A-1 et seq., as amended and supplemented (the "Redevelopment Law"), authorizes municipalities to determine whether certain parcels of land located therein constitute an area in need of redevelopment; and WHEREAS, on July 27, 2020, the municipal council (the "City Council") of the City of East Orange (the "City") adopted Resolution No. I-214 authorizing and directing the City's Planning Board to conduct an investigation of the following properties identified on the tax maps and tax records of the City as: Block, Lot Address Block 271.01, Lot 20 168-174 North Arlington Avenue Block 271.01, Lot 21 164 North Arlington Avenue Block 271.01, Lot 24 152 North Arlington Avenue Block 271.01, Lot 25 148 North Arlington Avenue Block 361, Lot 5 177 North Arlington Avenue Block 361, Lot 6 183 North Arlington Avenue along with the adjacent public streets ( collectively, the "Study Area"), and to recommend to the City whether the Study Area should be designated as a non-condemnation redevelopment area in accordance with the Redevelopment Law; and . WHEREAS, in areas designated as non-condemnation redevelopment areas, the City may use all of those powers provided under the Redevelopment Law for use in a redevelopment area, except the power of eminent domain; and WHEREAS, the Planning Board caused Nishuane Group, LLC (the "Planning Consultant") to conduct a preliminary investigation of the Study Area in accordance with the Redevelopment Law; and WHEREAS, the Planning Consultant prepared a map of the Study Area and an investigation report entitled, "North Arlington Avenue Area in Need of Redevelopment Investigation Non-Condemnation" dated February 3, 2021 (the "Study"); and WHEREAS, on February 3, 2021, pursuant to the Redevelopment Law, the Planning Board held a duly noticed public hearing concerning the Study, giving all persons who are interested in or would be affected by a determination that the Study Area is an area in need of redevelopment the opportunity to be heard; and WHEREAS, at said public hearing, the Planning Board considered the Study, heard the comments of the Planning � CITY COUNCIL OF EAST ORANGE Consultant, opened the meeting for public comment, and deliberated on the matter using the criteria set forth in the Redevelopment Law; and WHEREAS, the Planning Consultant concluded in the Study and testified to the Planning Board that the Study Area satisfies the criteria for redevelopment area designation set forth in the Redevelopment Law, and should be designated as a non-condemnation redevelopment area; and WHEREAS, on February 3, 2021, the Planning Board voted to recommend to the City that the Study Area be designated as a non-condemnation redevelopment area and said recommendation was memorialized via the adoption of a resolution by the Planning Board on April 7, 2021; and WHEREAS, the City Council agrees with the recommendation of the Planning Board and finds that such conclusion is supported by substantial evidence as set forth in the Study; and WHEREAS, the City Council desires to designate the Study Area as a non-condemnation redevelopment area, pursuant to N.J.S.A. 40A: 12A-6, NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of East Orange, New Jersey as follows: Section 1. forth at length. Recitals Incorporated. The aforementioned recitals are incorporated herein as though fully set Section 2. Non-Condemnation Redevelopment Area Designated. Based upon the Study and • the recommendation of the Planning Board, the Study Area satisfies the criteria for redevelopment area designation as set forth in the Redevelopment Law. Specifically, Criteria !1,.. applies to Block 271.01, Lots 25 and Block 361, Lot 5, as the buildings and structures on these properties have fallen into a state of disrepair and are not habitable based on their existing physical conditions. Criteria C applies to Block 271.01, Lots 20, 21 and 24, and Block 361, Lot 6, as each of these properties have been vacant for more than ten years and, due particularly to changes in topography, are not likely to be redeveloped through the instrumentality of private capital. In addition, Block 361, Lot 6 is owned by the City. Criteria D applies to Block 361, Lot 5, as the site improvements and structures on this property have fallen into a state of disrepair and are detrimental to the public health, safety, morals, and general welfare of the community. Criteria H applies to all of the properties in the Study Area, as the entire Study Area is consistent with smart growth planning principles. For all of these reasons, the Study Area is hereby designated as a non-condemnation redevelopment area and the Planning Board is hereby directed to prepare a redevelopment plan for the Study Area. Section 3. Transmission of Resolution. The City Clerk is hereby directed to transmit a copy of this Resolution to the Commissioner of the New Jersey Department of Community Affairs pursuant to N.J.S.A. 40A: 12A-6b(5)( c) of the Redevelopment Law. Section 4. Mailing ofNotice. The City Clerk is hereby directed to serve, within ten (10) days hereof, a copy of this resolution upon (i) all record owners of property located within the Study Area, as reflected on the tax assessor's records, and (ii) any person who filed a written objection with respect to the designation of the Study Area as an area in need of redevelopment. Section 5. Severability. If any part of this resolution shall be deemed invalid, such parts shall be severed and the invalidity thereby shall not affect the remaining parts of this resolution. � CITY COUNCIL OF EAST ORANGE Section 6. of the City Clerk. Resolution on File. A copy of this resolution shall be available for public inspection at the offices Section 7. Effective Date. This Resolution shall take effect immediately. Council Member AYE NAY N.V. A.B GOMEZ v/ BRENT PULLINS v' GARRETT-WARD .,,,✓- LENEUS ✓✓- X -Indicates Vote A.B. - Absent Action on Veto- ✓ To Sustain Approved as to: Council Member AYE NAY N.V. HOLMAN v/ AWE v·/ LEWIS 1,,/' CLAYBROOKS i/' JAMES v N.V - Not Voting (Abstained or Excused) ✓✓ To Over-Ride VOTES REQUIRED ___ _ Factual Contents ---1-----,t;...;.----;---'Appropriation______________ , _ Comptroller ( Form and Legality _____ ,.,__ __ ._ ____ _ c!ounsei' Tabled __ .....;;:.;, __ ,,..::.. _____ -4-___ ---: Removed from Table __________ _ , ' A.B. Presentecfto Mayc&-,t.4z:L.�.;q_..fllt���"'-.1.....- / ,� Adopt,;d --....-.....1....�:...:..,.-"'-rl-..._-----2021 App�dved --4�'/2::;2�:C:..:.;.�=::__ __ _ _________________ Mayor Ted R. Green ii Chairman , / --LA / - City Clerk / , Entered o, Council Minutes, Page _____ _ � VIA ELECTRONIC MAIL ONLY Ryan Linder, Esq. Corporation Counsel Office of Corporation Counsel City of East Orange 44 City Hall Plaza East Orange, New Jersey 07019 Re: City of East Orange May 12, 2021 North Arlington Study Area (Scattered Sites)-Resolution Designating the Area as a Non-Condemnation Redevelopment Area Dear Mr. Linder: We have prepared the following resolution designating the North Arlington Study Area as a Non-Condemnation Redevelopment Area in accordance with the Local Redevelopment and Housing Law, N.J.S.A. 40A:12A-l et seq., Council Resolution No. I-214 adopted on July 27, 2020 and the Planning Board Resolution adopted April 7, 2021: "Resolution of the City of East Orange, in the County of Essex, New Jersey Designating Certain Property Identified as Block 271.01, Lots 20, 21, 24 and 25; and Block 361, Lots 5 and 6 on the City Tax Map, along with the adjacent public streets, as a Non-Condemnation Redevelopment Area pursuant to the Local Redevelopment and Housing Law, N.J.S.A. 40A:12A-1 et seq." We approve the foregoing as to form and legality. If you have any questions, please do not hesitate to contact our office. Sincerely, Jennifer L. Credidio Cc: Solomon Steplight, City Administrator Daniel Jennings, Director of Policy, Planning & Development Dorothy Gallagher, Chief Financial Officer � ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY TITLE SHEET NORHTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/28/2026 NONE G100 1 OF 13 GENERAL NOTES 1. ALL CONSTRUCTION AND DEMOLITION SHALL CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. CONTRACTOR HAS SOLE RESPONSIBILITY FOR SITE SAFETY; WAYS, MEANS, AND METHODS OF CONSTRUCTION; AND SHALL CONFORM TO AND ABIDE BY ALL CURRENT OSHA STANDARDS OR REGULATIONS. SAFE CONSTRUCTION PRACTICES REMAIN THE OBLIGATION OF THE CONTRACTOR. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE FEDERAL, STATE, AND LOCAL PERMITS PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL PERFORM THE WORK IN A FINISHED AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 3. ALL CONTRACTORS MUST CALL THE NEW JERSEY ONE CALL SYSTEM (1-800-272-1000) TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO ANY DEMOLITION, CONSTRUCTION, ABANDONMENT, SOILS INVESTIGATION, AND/OR EXCAVATIONS. 4. EXISTING UTILITY INFORMATION AS SHOWN HEREON IS BASED UPON PROVIDED UTILITY MARK-OUTS WHICH WERE OFFSITE AT THE TIME OF THE TOPOGRAPHIC SURVEY. 5. THE OWNER AND CONTRACTOR ARE DIRECTED TO THE FACT THAT THE APPROXIMATE LOCATIONS OF UTILITY STRUCTURES AND FACILITIES (INCLUDING BUT NOT LIMITED TO SANITARY SEWERS, STORM SEWERS, POTABLE WATER LINES AND APPURTENANCES, NATURAL GAS LINES, ELECTRIC, TELEPHONE AND CATV LINES AND UNDERGROUND STORAGE TANKS) THAT MAY BE ENCOUNTERED WITHIN AND ADJACENT TO THE LIMITS OF THE WORK ARE SHOWN ON THE PLANS. THE ACCURACY AND COMPLETENESS OF THIS INFORMATION IS NOT GUARANTEED BY THE ENGINEER, AND THE OWNER AND CONTRACTOR ARE ADVISED TO VERIFY (IN THE FIELD) ALL THE FACTS CONCERNING THE LOCATION AND ELEVATION OF THESE UTILITIES OR OTHER CONSTRUCTION OBSTACLES IMPACTED BY NEW CONSTRUCTION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING, PRIOR TO CONSTRUCTION, OF ANY DISCREPANCIES WHICH MAY AFFECT THE PROJECT DESIGN. 6. THE ENGINEER HAS NOT PERFORMED ANY SUBSURFACE INVESTIGATION TO IDENTIFY UNDERGROUND STRUCTURES AND/OR ANY SUBSURFACE CONTAMINATION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE CLEANUP WITHIN THE CONSTRUCTION AREA AND SHALL DISPOSE OF DEBRIS IN ACCORDANCE WITH ANY LOCAL, STATE, AND FEDERAL REGULATIONS. 8. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NEW JERSEY DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST EDITION; UNLESS OTHERWISE SUPERSEDED BY PROJECT DETAILS AND SPECIFICATIONS. ALL MATERIAL, AND LABOR COSTS SHALL BE FIXED FOR THE DURATION OF THE CONSTRUCTION CONTRACT. 9. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS INCLUDING ROAD OPENING PERMITS, PREPARATION OF TRAFFIC CONTROL PLANS, INSTALLATION AND MAINTENANCE OF TRAFFIC CONTROL, AND COORDINATION OF ALL INSPECTIONS REQUIRED BY THE CITY OF NEWARK, COUNTY OF ESSEX, NEWARK WATER AND SEWER, PUBLIC SERVICE ELECTRIC & GAS, AND ANY OTHER APPLICABLE AGENCY HAVING JURISDICTION OVER THE PROJECT. 10. ANY DAMAGE TO PUBLIC STREETS, CURBS, SIDEWALKS AND UTILITIES AS A RESULT OF SITE CONSTRUCTION ACTIVITIES SHALL BE REPAIRED BY THE CONTRACTOR. 11. CONSTRUCTION MAY REQUIRE MULTIPLE MOBILIZATIONS, CONTRACTOR SHALL COORDINATE PROPOSED WORK SCHEDULE AND APPROACH WITH OWNER. 12. ON GOING OPERATIONS MAY CONTINUE WITHIN PORTIONS OF THE FACILITY. CONTRACTOR SHALL MAINTAIN ACCESS AS APPROPRIATE AND SHALL COORDINATE WITH OWNER. 13. ALL INTERRUPTIONS TO UTILITY SERVICE, ACCESS, OR OPERATIONS OF ANY KIND REQUIRE PRIOR NOTIFICATION AND APPROVAL BY OWNER. 14. THE CONTRACTOR SHALL PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS, AND OTHER TRAFFIC CONTROL DEVICES AS MAY BE NECESSARY WITHIN THE PROJECT FOR THE PROTECTION AND THE SAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT CONSTRUCTION. SHEET INDEX TAX MAP / 200' RADIUS SHEET 22 SCALE 1" = 200' PRELIMINARY & FINAL SITE PLAN APPROVAL AIVILO AND PARTNERS "NORTH ARLINGTON AVENUE APARTMENTS" 177-183 NORTH ARLINGTON AVENUE / BLOCK 361, LOTS 5 & 6 EAST ORANGE, NEW JERSEY, 07017 NEW 5 STORY- LOW-RISE 116 UNIT SENIOR RESIDENTIAL BUILDING TITLE SHEET NOTES 1. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW 5 STORY 116 UNIT MULTIFAMILY RESIDENTIAL BUILDING WITH GROUND LEVEL GARAGE PARKING (100) SPACES. THE FOUR UPPER FLOORS OF RESIDENTIAL BUILDING CONSISTS OF MIX OF (3) STUDIO, (17) ONE-BEDROOM & (9) TWO-BEDROOM APARTMENTS PER FLOOR. THERE WILL BE A TOTAL OF (29) APARTMENTS PER FLOOR AND TOTAL APARTMENT COUNT OF 116 FOR THE DEVELOPMENT. PROJECT SITE KNOWN AND DESIGNATED AS BLOCK 361, LOTS 265 & 6 AS SHOWN ON THE CURRENT TAX ASSESSMENT MAP OF THE CITY OF EAST ORANGE NEW JERSEY, CONTAINING 57,499 SQUARE FEET (1.32 ACRES) OF LAND. 2. BUILDING DIMENSIONS BASED ON PROPOSED FLOOR PLANS PREPARED BY OCA ARCHITECTS INC., DATED 01/28/2026 3. HORIZONTAL DATUM: DEED. VERTICAL DATUM: NAVD 88. 4. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS, FLOOR PLANS. 5. THESE PLANS HAVE BEEN PREPARED FOR THE PURPOSE OF SITE PLAN REVIEW AND APPROVAL. THE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL FINAL APPROVALS HAVE BEEN OBTAINED, AND ALL CONDITIONS OF THE APPROVALS HAVE BEEN SATISFIED. 6. THIS PLANSET CONSISTS OF TWELVE (12) SHEETS. INDIVIDUAL PAGES SHALL NOT BE UTILIZED FOR CONSTRUCTION ON THEIR OWN AS NOTES AND INFORMATION PROVIDED ON OTHER SHEETS MAY IMPACT WORK REQUIREMENTS. CONTRACTOR SHALL REVIEW AND UTILITIES ENTIRE PLAN SET FOR CONSTRUCTION. 7. CENTER SITE COORDINATES: 573,815 N, 704,437 E, PER THE NJ STATE PLANE COORDINATE SYSTEM. 8. THE PROJECT IS LOCATED IN AN AREA DETERMINED NOT TO BE WITHIN 100 YEAR FLOODPLAIN, PURSUANT TO THE PRELIMINARY FLOOD INSURANCE RATE MAP (FIRM) #34013C0114F, DATED 06/04/2007, PANEL #114 OF 200. 9. NO WETLANDS OR WETLAND TRANSITION APPEAR TO EXIST ONSITE. 10. NO HAZARDOUS MATERIALS ARE PROPOSED ON-SITE. 11. NEW CURBS AND SIDEWALK ARE REQUIRED AT THE PROPERTY FRONTAGES. ALL WORK SHALL CONFORM TO CITY STANDARDS AND SHALL BE REPLACED IN KIND) 12. A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION ACTIVITY AT THE SITE. 13. A STREET AND/OR OCCUPANCY PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO ANY WORK IN OR OCCUPANCY OF THE PUBLIC RIGHT OF WAY. 14. A SIDEWALK CONSTRUCTION PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO SUCH WORK. 15. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE OF NEW JERSEY WORKER HEALTH AND SAFETY ACT IN.J,A.C.12:110 ET SEOI AS AMENDED AND THE UNITED STATES OCCUPATIONAL SAFETY AND HEALTH ACT <OSHAl129 CFR 19101, AS AMENDED WITH REGARD TO WORKER AND JOBSITE SAFETY. 16. THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND/OR PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 17. EAST ORANGE CODE 238-58.1 PERMIT REQUIRED. NO PERSON SHALL CONSTRUCT OR RESET SIDEWALKS OR DRIVEWAYS IN ANY WAY FOR ANY PURPOSE WHATSOEVER WITHOUT FIRST OBTAINING FROM THE DIRECTOR OF PUBLIC WORKS A PERMIT THEREFOR. 18. THIS PLAN-SET REFERENCES A BOUNDARY & TOPOGRAPHIC SURVEY BY PRONESTI SURVEYING., SIGNED & SEALED BY MICHAEL PRONESTI PLS., FOR 177-183 NORTH ARLINGTON AVENUE, BLOCK 361 LOTS 5 & 6, DATED 11/11/2025. 19. SAID SURVEY HAS BEEN PREPARED FOR AIVILO & PARTNERS AND REFERENCED BY GRANT ENGINEERING & CONSTRUCTION GROUP, LLC. ON THE PLANS. 20. SAID SURVEY IS FOR 177-183 NORTH ARLINGTON AVENUE, BLOCK 361, LOTS 5 & 6 AS SHOWN ON THE TAX MAPS OF ESSEX COUNTY, EAST ORANGE, NEW JERSEY. ZONING MAP (NW DISTRICT) ZONE: NORTH WALNUT STREET REDEVELOPMENT AREA FIRM (6/04/07) - ZONE X: NON - FLOOD ZONE MAP# 34013C0114F - PANEL 114 OF 200 SANBORNE MAP (1911) SHEET 108 SCALE: 1" = 100' 1 OF 13 G100 TITLE SHEET 2 OF 13 V100 TOPOGRAPHIC SURVEY 3 OF 13 C100 DEMOLITION PLAN & DRAINAGE AREAS 4 OF 13 C101 SITE DIMENSIONAL & LANDSCAPING PLAN 5 OF 13 C102 TRAFFIC CIRCULATION PLAN 6 OF 13 C103 LIGHTING PLAN 7 OF 13 C104 GRADING, DRAINAGE & UTILITY PLAN 8 OF 13 C105 DRAINAGE & UTILITY PROFILES 9 OF 13 C106 SOIL EROSION & SEDIMENT CONTROL PLAN 10 OF 13 C107 SOIL EROSION NOTES 11 OF 13 C108 CONSTRUCTION DETAILS 12 OF 13 P100 PHOTOS I 13 OF 13 P101 PHOTOS II ARCHITECT: OCA ARCHITECTS, INC. 211 WARREN STREET, SUITE 218 NEWARK, NJ 07103 OWNER / APPLICANT: AIVILO & PARTNERS PUBLIC UTILITIES (CITY OF EAST ORANGE) ELECTRIC & GAS PUBLIC SERVICE ELECTRIC AND GAS COMPANY MANAGER, CORPORATE PROPERTIES 80 PARK PLAZA, T6B NEWARK, NJ 07102 WATER & SEWER CITY OF EAST ORANGE WATER DEPARTMENT 106 GROVE STREET EAST ORANGE, NJ 07017 CABLE TELEVISION COMCAST 257 PROSPECT AVENUE, STORE #8 WEST ORANGE, NJ 07052 TELEPHONE VERIZON 540 BROAD STREET NEWARK, NJ 07101 EXISTING USE - VACANT LOT. PROPOSED USE - 5 STORY 116-UNIT SENIOR RESIDENTIAL BUILDING. APPROVED BY THE PLANNING BOARD OF THE CITY OF EAST ORANGE AT A MEETING HELD ON THE ___ DAY OF __ PLANNING BOARD BOARD SECRETARY CITY CLERK CITY ENGINEER RESOLUTION NUMBER DATE AERIAL KEY MAP NJ-GEOGRAPHICAL INFORMATION NETWORK - SCALE: 1" = 200' SANBORNE MAP (1911) SHEET 108 SCALE: 1" = 100' SITE LOCATION SITE LOCATION SECTION 51-87.D: MINIMUM DWELLING UNIT OR APARTMENT SIZES FLOORS UNIT TYPE REQUIRED SIZE (SF) PROVIDED SIZE (SF) TOTAL UNIT COUNT COMPLIANT FLOOR 1 N/A N/A N/A N/A YES FLOOR 2 STUDIO/1-BR/2-BR 500/700/850 600/750/980 29.00 YES FLOOR 3 STUDIO/1-BR/2-BR 500/700/850 600/750/980 29.00 YES FLOOR 4 STUDIO/1-BR/2-BR 500/700/850 600/750/980 29.00 YES FLOOR 5 STUDIO/1-BR/2-BR 500/700/850 600/750/980 29.00 YES SITE LOCATION NORTH ARLINGTON AVENUE REDEVELOPMENT PLAN� —— cl Te AER] | ET als ee . = inde =n EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING TREES TO BE REMOVE (TYP) EXISTING TREES TO REMAIN (TYP) EXISTING TREES TO REMAIN (TYP) EXISTING LIGHT POLE TO BE REMOVE EXISTING OVERHEAD LINE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING BOLLARD TO BE REMOVED EXISTING TREES TO BE REMOVE (TYP) DEBRIS TO BE REMOVED FROM SITE DEBRIS TO BE REMOVED FROM SITE DEBRIS TO BE REMOVED FROM SITE DEBRIS TO BE REMOVED FROM SITE EXISTING ASPHALT TO BE REMOVE EXISTING ASPHALT TO BE REMOVE EXISTING BUILDING AND STORAGE CONTAINERS TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FENCE TO BE REMOVED DEMOLISH EXISTING SIDEWALK EXISTING LIGHT POLE TO REMAIN 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 LOT IMPERVIOUS 3,872 SQ. FT. BUILDING IMPERVIOUS 1,350 SQ. FT. LOT IMPERVIOUS 3,545 SQ. FT. SITE PERVIOUS 48,643 SQ. FT. 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION GAS SERVICE TO COORDINATE WITH GAS CO. & PSEG 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION SITE PERVIOUS 8,878 SQ. FT. LOT IMPERVIOUS 17,888 SQ. FT. BUILDING IMPERVIOUS 30,644 SQ. FT. 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION GAS SERVICE TO COORDINATE WITH GAS CO. & PSEG 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY DEMOLITION PLAN & DRAINAGE AREAS NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/28/2026 1" = 20' C100 3 OF 13 DEMOLITION PLAN H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV PRE DEVELOPMENT DRAINAGE POST DEVELOPMENT DRAINAGE PRE DEVELOPMENT LOT COVERAGE LOT SIZE (SF) 57,410 BLD IMPERVIOUS (SF) 1,350 2.35% LOT IMPERVIOUS (SF) 7,417 12.92% SITE PERVIOUS (SF) 48,643 84.73% POST DEVELOPMENT LOT COVERAGE LOT SIZE (SF) 57,410 BLD IMPERVIOUS (SF) 30,644 53.38% LOT IMPERVIOUS (SF) 17,888 31.16% SITE PERVIOUS (SF) 8,878 15.46%� UP 10' 26' REAR SETBACK 146' 23' 3' 3' 24' 17' SIDE SETBACK 18' 23' 5' CONCRETE CURB 7 6 5 4 3 2 1 3' 3' TRANSFORMER BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF MEZZANINE ABOVE DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 5' 5' BUILDING LINE ABOVE 4' SIDE SETBACK 9C 8C 10C 11C 12 13 14 15 16C 2 EQ.SP. @ 8.5'=17' 5' 2 EQ.SP @ 8.5'=17' 9.0' 8' 8.0' 1' 9.0' 8' 8.0' 26' 18' 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 2 EQ.SP. @9'=18' 22' 18' 2' 3 EQ.SP. @9'=27' 3' 2 EQ.SP. @9'=18' 6' 18' 23' 5' 3 EQ.SP. @ 9' = 27' 2' 3 EQ.SP. @ 9' = 27' 45 44 43 46 47 48 49 50C 51 52 53 54 18' 2 EQ.SP. @9'=18' 3' 2 EQ.SP. @9'=18' 3' 8.5' 9' 2' 3 EQ.SP. @9'=27' 2 EQ.SP. @ 8.5'=17.0' 2' 25' FFE 175.0 FFE 175.0 21' 4 EQ.SP. @ 9' = 36.00' 2' 3 EQ.SP. @ 9' = 27.00' 2' 30' 3 EQ.SP. @ 9' = 27' 3' 3 EQ.SP. @ 9' = 27' 24' 5' 3 EQ.SP. @ 9' = 27' 7' 10' 67' 63' 71 72 58 59 61 64 67 70 69 68 66 63 65 62 60 STACKED PARKING 2 LEVELS 27 TOTAL 5 EQ. SP. @ 9' = 45' 2 EQ.SP. @9'=18' 3' 3 EQ.SP.@9'=27' 3 EQ.SP.@9'=27' 3' 3 EQ.SP.@9'=27' 2' 18' 23' 18' 21' 55 56 57 23' 3 EQ. SP. @ 9' = 27' 27' 24' 18' 25' 6' 27 26 25 24 25 22 21 20 3 EQ.SP. @ 9' = 27' 2' 3 EQ.SP. @ 9' = 18' 3' 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 BUILDING LINE ABOVE ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 26' FRONT SETBACK 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 GENERATOR 23' RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION UP 10' 26' REAR SETBACK 146' 23' 3' 3' 24' 17' SIDE SETBACK 18' 23' 5' CONCRETE CURB 7 6 5 4 3 2 1 3' 3' TRANSFORMER BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF MEZZANINE ABOVE DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 5' 5' BUILDING LINE ABOVE 4' SIDE SETBACK 9C 8C 10C 11C 12 13 14 15 16C 2 EQ.SP. @ 8.5'=17' 5' 2 EQ.SP @ 8.5'=17' 9.0' 8' 8.0' 1' 9.0' 8' 8.0' 26' 18' 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 2 EQ.SP. @9'=18' 22' 18' 2' 3 EQ.SP. @9'=27' 3' 2 EQ.SP. @9'=18' 6' 18' 23' 5' 3 EQ.SP. @ 9' = 27' 2' 3 EQ.SP. @ 9' = 27' 45 44 43 46 47 48 49 50C 51 52 53 54 18' 2 EQ.SP. @9'=18' 3' 2 EQ.SP. @9'=18' 3' 8.5' 9' 2' 3 EQ.SP. @9'=27' 2 EQ.SP. @ 8.5'=17.0' 2' 25' FFE 175.0 FFE 175.0 21' 4 EQ.SP. @ 9' = 36.00' 2' 3 EQ.SP. @ 9' = 27.00' 2' 30' 3 EQ.SP. @ 9' = 27' 3' 3 EQ.SP. @ 9' = 27' 24' 5' 3 EQ.SP. @ 9' = 27' 7' 10' 67' 63' 71 72 58 59 61 64 67 70 69 68 66 63 65 62 60 STACKED PARKING 2 LEVELS 27 TOTAL 5 EQ. SP. @ 9' = 45' 2 EQ.SP. @9'=18' 3' 3 EQ.SP.@9'=27' 3 EQ.SP.@9'=27' 3' 3 EQ.SP.@9'=27' 2' 18' 23' 18' 21' 55 56 57 23' 3 EQ. SP. @ 9' = 27' 27' 24' 18' 25' 6' 27 26 25 24 25 22 21 20 3 EQ.SP. @ 9' = 27' 2' 3 EQ.SP. @ 9' = 18' 3' 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 BUILDING LINE ABOVE ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 26' FRONT SETBACK 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 GENERATOR 23' RSR RSRRSRRSRRSR KRGKRG KRG KRG KRG KRG EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION EXISTING VEGETATION ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY SITE DIMENSIONAL & LANDSCAPING PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/28/2026 1" = 20' C101 4 OF 13 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV GROUND FLOOR SITE & LANDSCAPING PLAN PLANTING & LANDSCAPING NOTES 1. ALL MATERIAL 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. CALIPER MEASURED 1 FT. ABOVE TRUNK CROWN. 4. PLANTS ARE TO BE PLANTED UPRIGHT IN A DIRECTION SO AS TO PROVIDE BEST APPEARANCE IN RELATIONSHIP TO ADJACENT AREAS. 5. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING, (REFER TO DETAILS). 6. 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. 7. TREE PITS, PLANT BEDS, AND GROUND COVER AREAS SHALL BE MULCHED WITH A MINIMUM DEPTH OF 3" (AFTER SETTLEMENT) OF SHREDDED HARDWOOD MULCH. 8. PROVIDE NEW OR AMENDED TOPSOIL BACK FILL FOR ALL NEWLY PLANTED MATERIAL ORGANIC MATTER CONTENT=5% MINIMUM, PH RANGE BETWEEN 5.0 - 6.5 INCLUSIVE, FREE OF STONES 1" OR GREATER AND FREE OF ALL DEBRIS AND EXTRANEOUS MATERIALS. 9. CHEMICAL FERTILIZERS TO BE DERIVED FROM ORGANIC SOURCES AND APPLIED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. 10. ALL OPEN SPACES SHALL BE SEEDED OR SODDED AS NOTED ON PLAN. PLANTING AND MAINTENANCE – KENTUCKY RYEGRASS 1. CARE: THRIVES IN COOLER CLIMATES AND REQUIRES PROPER CARE TO MAINTAIN A LUSH, GREEN LAWN. IT BENEFITS FROM REGULAR MOWING, IDEALLY KEEPING THE GRASS HEIGHT BETWEEN 2.5 TO 3.5 INCHES. DURING THE GROWING SEASON, ENSURE THE LAWN IS MOWED FREQUENTLY ENOUGH TO AVOID OVERGROWTH, BUT NEVER CUT MORE THAN ONE-THIRD OF THE GRASS HEIGHT AT A TIME TO PREVENT STRESSING THE PLANT. FERTILIZE THE GRASS IN EARLY SPRING AND AGAIN IN THE FALL WITH A BALANCED FERTILIZER TO PROMOTE HEALTHY GROWTH. AERATING THE SOIL ANNUALLY WILL ALSO HELP PREVENT COMPACTION AND ALLOW FOR BETTER ROOT DEVELOPMENT, ENSURING THE RYEGRASS HAS ACCESS TO NUTRIENTS AND WATER. 2. LIGHT: THRIVES IN FULL SUN BUT CAN TOLERATE SOME SHADE, MAKING IT VERSATILE FOR MANY LAWNS. HOWEVER, IT PERFORMS BEST WHEN EXPOSED TO AT LEAST 4-6 HOURS OF DIRECT SUNLIGHT DAILY. 3. WATERING: NEEDS ABOUT 1 TO 1.5 INCHES OF WATER PER WEEK, EITHER FROM RAINFALL OR SUPPLEMENTAL IRRIGATION. DURING PERIODS OF DROUGHT OR EXTREME HEAT, INCREASE WATERING TO ENSURE THE GRASS DOES NOT DRY OUT. IT’S BEST TO WATER DEEPLY BUT INFREQUENTLY TO ENCOURAGE DEEP ROOT GROWTH. EARLY MORNING IS THE BEST TIME TO WATER, AS IT MINIMIZES EVAPORATION AND THE RISK OF DISEASE. AVOID WATERING IN THE LATE EVENING, AS THIS CAN PROMOTE FUNGAL GROWTH DUE TO THE PROLONGED MOISTURE EXPOSURE OVERNIGHT. PLANTING AND MAINTENANCE – RISING SUN REDBUD TREE 1. CARE: THE RISING SUN REDBUD IS RELATIVELY LOW-MAINTENANCE ONCE ESTABLISHED. IT BENEFITS FROM WELL-DRAINED SOIL THAT IS MODERATELY FERTILE. WHILE IT CAN TOLERATE CLAY SOILS, IT PREFERS LOAMY CONDITIONS. MULCHING AROUND THE BASE HELPS RETAIN MOISTURE AND KEEPS ROOTS COOL, BUT THE MULCH SHOULD NOT BE PILED AGAINST THE TRUNK. PRUNING IS USUALLY MINIMAL, LIMITED TO REMOVING DEAD OR CROSSING BRANCHES IN LATE WINTER OR EARLY SPRING BEFORE NEW GROWTH BEGINS. 2. LIGHT: PLANT IT IN WELL-DRAINED SOIL IN A LOCATION THAT RECEIVES FULL SUN TO PARTIAL SHADE—AT LEAST 4–6 HOURS OF DIRECT SUNLIGHT DAILY IS IDEAL TO MAINTAIN ITS DENSE FORM AND HEALTHY FOLIAGE. 3. WATERING: YOUNG TREES REQUIRE REGULAR WATERING TO ESTABLISH A DEEP, STRONG ROOT SYSTEM--TYPICALLY ONCE OR TWICE A WEEK DURING THE FIRST GROWING SEASON. WATER DEEPLY TO ENCOURAGE ROOTS TO GROW DOWNWARD. ONCE ESTABLISHED, THE RISING SUN REDBUD IS FAIRLY DROUGHT-TOLERANT BUT STILL BENEFITS FROM SUPPLEMENTAL WATERING DURING EXTENDED DRY PERIODS. OVERWATERING OR POOR DRAINAGE CAN LEAD TO ROOT ROT, SO IT'S IMPORTANT THE SOIL DRAINS WELL. ADDITIONAL PLANTING & LANDSCAPING NOTES 1. LANDSCAPING PLAN IS DIAGRAMMATIC. PLANT LOCATIONS MAY BE ADJUSTED FOR FIELD CONDITIONS WITH PRIOR APPROVAL. 2. THE CONTRACTORS MUST VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY IMPLEMENTATION. 3. ANY DISCREPANCIES AND/OR INCONSISTENCIES ARE TO BE BROUGHT TO THE CITY FOR REVIEW AND RESOLUTION. 4. ALL LANDSCAPING NOT SURVIVING FOR A PERIOD OF ONE YEAR SHALL BE REPLACED WITH THE SAME OR EQUIVALENT SIZE SPECIES. 5. STREET TREES SHALL BE BRANCHED AT 7 FT. 6. ALL LANDSCAPE SHALL BE MAINTAINED BY OWNER. 7. TREES SHALL BE PLANTED AT A MIN. INITIAL SIZE OF 3" - 3-1/2" CALIPER BALLED AND BURLAP. 8. ALL GRAVEL TO BE INSTALLED ON TOP OF FELT FILTER FABRIC. 9. THE DEVELOPER SHALL REPLACE ANY PLANTINGS WHICH DO NOT SURVIVE FOR A PERIOD OF TWO YEARS AFTER INSTALLATION WITH THE SAME OR SIMILAR SPECIES AND SIZE. 10. ALL SITE AREAS WHICH ARE NOT PAVED OR PLANTED ARE TO RECEIVE SEEDING AFTER FINAL GRADING. 11. ALL STAKING AND GUY WIRES ATTACHED TO THE TREES WILL BE REMOVED BY THE DEVELOPER AFTER ONE YEAR FROM INITIAL PLANTING. 12. ALL TREE PITS SHALL HAVE A 5' X 5' OPENING IN PAVEMENT, WITH THE TOP LAYER OF EARTH COVERED WITH SAND AND CONCRETE BRICK PAVERS LEVEL W/ SIDEWALK, PROVIDING 16" SQUARE OPENING FOR TRUNK. TREES SHALL BE BRANCHED AT 7 FEET. 13. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. LANDSCAPING SCHEDULE SYMBOL COMMON NAME BOTANICAL NAME TYPE MATURE HEIGHT MATURE WIDTH GROWTH RATE PLANTING DISTANCE QTY PLAN RSR RISING SUN REDBUD CERCIS CANADENSIS 'JN2' DECIDUOUS TREE 10'-12' 8'-10' MODERATE 25' 5.00 PLAN KRG KENTUCKY RYEGRASS Lolium perenne PERENNIAL RYEGRASS 1/4"-1/2" 2"-3" RAPID GROWING 7,490 SF� 3.28 8.87 15.17 Track Width : : Steering Angle Lock to Lock Time : :feet Jeep Cherokee 2019 33.1 6.0 6.00 6.10 UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 MH DMH UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 North Arlington Avenue North Arlington Avenue Park Avenue Summit Street North Arlington Avenue 258' 347' 7 6 5 4 3 2 1 C 15 16 13 14 12 C 11 C 10 C 9 C 8 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 4344 45 51 C 50 49 48 47 46 54 53 52 71 72 58 59 61 64 67 70 69 68 66 65 63 62 60 57 56 55 20 21 22 2524 2526 27 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 7 6 5 4 3 2 1 C 15 16 13 14 12 C 11 C 10 C 9 C 8 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 4344 45 51 C 50 49 48 47 46 54 53 52 71 72 58 59 61 64 67 70 69 68 66 65 63 62 60 57 56 55 20 21 22 2524 2526 27 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY TRAFFIC CIRCULATION PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/ 28/2026 AS NOTED C102 5 OF 13 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV SIGHT DISTANCE 10' DESIRABLE 6.5' MIN 8' TO DRIVER'S EYE LINE OF SIGHT LINE OF SIGHT TRAFFIC CIRCULATION� UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.6 0.0 0.0 0.0 0.0 0.6 1.0 1.2 1.3 0.0 0.0 0.0 0.0 0.5 0.9 1.5 2.1 2.1 1.9 1.6 0.0 0.0 0.0 0.0 0.6 0.8 1.3 3.0 3.4 2.8 2.3 2.0 0.0 0.0 0.0 0.0 0.0 0.9 1.0 1.2 1.5 1.9 2.1 3.5 3.3 3.0 2.5 2.0 0.0 0.0 0.0 0.0 0.0 1.6 2.0 1.9 1.8 2.2 2.5 2.4 2.9 4.3 3.4 2.9 2.4 2.0 0.0 0.0 0.0 0.0 1.7 2.7 3.7 3.3 1.9 3.0 3.9 3.5 3.0 2.6 3.8 4.1 3.6 2.9 2.2 1.6 0.0 0.0 0.0 0.0 1.4 2.2 3.7 5.3 2.4 3.0 4.2 4.7 3.8 3.5 3.3 2.6 2.6 4.5 4.0 3.2 2.2 1.6 0.0 0.0 0.0 0.0 0.0 1.8 2.6 3.7 3.7 3.1 4.1 4.7 4.4 3.7 4.2 4.2 3.2 2.9 2.5 2.7 4.3 2.9 2.1 1.4 0.9 0.0 0.0 0.0 0.0 0.0 1.6 2.4 3.3 3.6 2.7 3.4 4.9 5.1 4.1 3.6 4.3 3.9 3.2 3.5 3.4 3.0 2.6 2.8 2.7 1.7 1.1 0.7 0.5 0.0 0.0 0.0 0.0 2.1 3.3 4.7 4.6 2.8 3.8 4.5 4.6 3.6 3.2 3.5 3.1 3.4 4.2 3.8 3.0 2.6 4.0 2.8 1.8 1.2 0.8 0.6 0.4 0.0 0.1 0.0 0.0 1.8 2.8 4.2 5.9 2.9 3.7 4.7 4.5 3.7 2.9 2.8 4.0 3.6 3.0 3.7 3.1 2.3 2.6 3.7 2.6 1.8 1.3 0.9 0.7 0.5 0.0 0.0 0.0 1.5 2.4 3.6 4.7 4.5 2.9 3.5 4.2 4.1 2.9 2.5 2.6 2.9 3.4 2.7 2.4 2.3 2.1 3.7 3.2 2.5 2.0 1.5 1.1 0.7 0.0 0.0 0.0 1.9 3.0 4.7 5.7 2.9 3.5 3.4 3.0 2.4 1.9 2.3 2.4 2.4 2.2 1.7 1.8 2.0 3.0 3.6 3.0 2.8 2.5 2.0 1.4 0.8 0.3 0.0 0.0 1.6 2.4 3.6 5.2 3.2 3.3 4.3 4.2 2.8 0.0 0.0 2.7 3.2 2.2 1.7 1.4 1.5 1.7 3.6 3.1 2.9 3.3 3.5 2.7 1.6 0.0 0.0 0.0 2.1 3.2 4.0 4.2 2.6 3.2 3.6 3.7 2.4 0.0 0.0 0.0 0.0 1.5 1.0 1.2 1.4 2.5 2.6 2.3 2.1 1.7 1.7 1.3 0.0 0.3 0.0 0.0 1.7 2.8 4.4 5.2 2.7 3.2 3.8 3.4 2.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 1.9 2.6 2.1 1.6 1.4 1.4 1.5 1.1 0.3 0.0 0.0 1.3 2.0 3.2 4.9 2.8 2.8 3.7 4.5 4.1 2.8 1.8 2.3 0.0 0.0 0.0 0.0 0.0 1.5 3.8 2.6 1.8 1.3 1.1 0.9 0.8 0.0 0.0 0.0 1.7 2.5 3.3 3.9 2.6 3.0 3.4 3.7 3.5 2.7 2.6 3.0 3.2 0.0 0.0 0.0 1.1 2.7 3.2 2.3 1.6 1.1 0.8 0.7 0.0 0.1 0.0 0.0 1.5 2.4 3.5 4.0 2.9 3.0 4.1 3.8 3.0 2.4 2.2 2.9 2.9 2.6 1.7 0.9 0.0 1.6 3.5 2.7 1.9 1.3 1.0 0.7 0.5 0.0 0.0 0.0 1.8 3.0 4.8 5.0 2.7 3.4 4.4 4.4 3.0 2.1 2.7 3.9 3.7 2.5 1.6 1.3 1.8 3.5 3.1 2.2 1.6 1.1 0.8 0.6 0.0 0.0 0.0 0.0 1.3 2.1 3.2 4.7 2.8 3.5 3.9 3.9 3.5 2.7 2.3 2.6 4.0 3.7 2.0 1.6 1.5 2.5 3.1 2.4 1.7 1.2 0.9 0.7 0.0 0.0 0.0 0.0 0.0 1.7 2.6 3.3 3.3 2.8 4.0 4.6 3.9 2.7 2.2 2.4 2.4 2.6 2.1 1.6 1.8 1.7 3.1 2.4 1.9 1.4 1.0 0.8 0.6 0.0 0.0 0.0 0.0 1.2 2.2 3.6 4.3 3.0 3.1 3.7 4.0 3.4 2.4 2.3 3.0 2.7 2.3 1.8 1.5 1.6 3.6 2.8 2.0 1.5 1.1 0.8 0.6 0.0 0.0 0.2 0.0 0.1 1.3 2.6 4.6 5.2 3.4 4.3 4.0 3.3 2.5 2.0 2.8 4.3 3.5 1.9 1.5 1.4 2.2 2.8 2.2 1.6 1.2 0.9 0.7 0.5 0.0 0.5 0.1 0.0 3.8 2.6 3.5 4.3 4.3 3.0 2.3 2.2 2.6 3.5 2.8 1.7 1.6 1.5 2.7 2.2 1.7 1.2 0.9 0.7 0.6 0.0 0.0 0.4 0.0 2.4 2.8 3.4 3.4 3.2 2.4 2.1 2.4 2.3 2.4 1.9 1.6 1.7 2.7 2.8 1.9 1.4 0.9 0.7 0.5 0.0 0.0 0.3 1.3 2.1 3.6 4.2 3.5 2.5 2.1 2.8 3.5 2.9 2.1 1.7 1.5 1.6 3.2 2.4 0.1 1.0 0.7 0.4 0.0 0.0 0.1 0.0 1.3 2.1 3.3 4.1 3.6 2.5 2.1 3.0 4.3 3.1 1.7 1.5 1.4 2.5 2.4 1.8 0.1 0.1 0.5 0.4 0.0 0.1 0.1 1.1 2.0 2.7 2.9 2.9 2.6 2.4 2.5 2.7 3.1 2.3 1.6 1.7 1.6 2.6 1.9 0.0 0.1 0.5 0.4 0.1 0.0 0.0 1.8 3.2 4.1 3.3 2.6 2.4 2.5 2.8 2.5 2.4 1.8 1.6 1.7 3.7 2.6 0.0 0.0 0.5 0.3 0.3 0.0 0.0 1.4 2.6 4.1 4.4 3.7 3.5 2.9 2.7 4.2 3.2 2.2 1.8 1.6 2.4 3.0 2.1 0.0 0.0 0.5 0.4 0.2 0.3 0.0 0.7 2.3 3.6 4.2 3.9 3.9 4.5 3.7 2.8 2.7 3.1 2.1 1.9 1.9 2.8 2.4 0.0 0.0 0.5 0.4 0.3 0.3 0.2 0.0 0.0 1.5 2.9 4.3 4.4 3.4 3.5 4.0 3.4 3.5 3.7 2.5 2.1 2.1 2.9 3.0 2.2 2.0 1.7 0.4 0.3 0.3 0.3 0.2 0.2 0.0 10.4 2.0 2.9 3.6 3.5 2.6 2.3 2.5 2.7 3.7 3.8 2.5 1.9 1.9 3.8 2.8 2.1 1.8 2.8 5.8 5.3 0.2 0.2 0.2 0.2 0.0 0.0 2.0 3.2 3.5 3.0 2.2 1.6 1.8 1.8 1.9 2.6 2.6 1.8 1.5 2.7 3.1 2.6 2.0 1.6 1.5 3.1 3.7 1.8 0.1 0.1 0.1 0.0 0.0 0.5 2.6 4.0 4.3 3.0 1.7 1.4 2.2 1.9 1.3 1.2 1.2 1.1 1.5 2.6 3.1 2.8 2.3 1.8 1.5 1.3 1.9 1.5 3.5 7.9 0.1 0.0 1.4 2.2 3.4 3.8 3.6 2.4 1.3 2.0 4.0 2.9 1.4 1.3 0.7 0.6 0.8 1.4 3.8 3.4 2.7 2.3 1.9 1.5 1.1 1.0 2.5 0.0 0.0 0.0 0.0 4.3 2.9 4.3 4.2 2.8 1.6 1.5 2.6 5.2 0.8 1.9 3.0 2.1 1.4 0.9 1.3 1.5 2.0 2.8 3.0 2.7 1.9 1.3 0.9 0.0 0.0 0.0 7.0 2.2 3.3 3.8 3.6 2.2 1.3 1.6 1.6 5.6 3.5 2.1 2.0 1.3 1.1 1.0 1.4 1.9 3.6 2.3 1.4 0.9 0.0 0.0 0.0 1.1 3.4 4.2 3.6 2.5 1.5 1.6 1.5 1.1 2.1 3.7 2.5 1.4 0.8 1.2 1.7 1.5 1.7 1.2 0.0 0.0 0.0 1.9 2.4 3.7 4.3 3.5 1.9 1.4 2.4 2.2 4.5 4.3 2.4 2.2 1.6 2.0 1.6 1.0 0.8 0.0 0.0 6.3 0.0 3.4 3.9 3.5 2.4 1.4 2.3 4.3 3.9 2.3 4.2 3.7 3.7 2.3 1.2 0.0 0.0 0.0 0.0 4.6 2.1 3.6 4.3 3.1 1.7 1.8 2.8 4.1 0.0 5.0 4.0 2.4 0.0 0.0 0.0 1.1 0.9 1.9 2.7 3.3 2.9 1.8 2.5 3.3 0.0 1.0 1.0 1.6 0.0 0.0 0.0 0.0 1.3 2.4 2.6 2.1 2.3 3.3 3.9 4.4 5.9 1.8 1.3 1.2 0.0 0.0 0.0 1.1 1.9 3.3 3.6 2.5 1.2 6.2 4.4 3.5 2.0 0.0 0.0 0.0 1.0 2.8 2.5 2.5 3.0 2.1 1.0 1.7 2.9 4.9 3.1 1.5 0.0 0.0 0.0 2.1 3.9 3.7 2.3 1.6 1.1 3.1 2.9 1.9 0.0 0.0 0.0 0.8 1.7 2.5 2.7 2.1 2.6 1.9 1.8 1.1 0.0 0.0 0.0 0.2 0.7 1.1 1.5 2.2 4.0 2.1 1.4 0.2 1.5 1.7 1.3 0.0 0.0 0.3 1.6 4.5 0.8 1.1 1.6 2.5 3.1 2.1 1.0 0.6 0.0 2.6 1.6 0.0 0.0 0.1 0.4 0.7 1.0 0.7 0.8 1.0 1.4 1.6 1.5 1.6 2.3 2.0 1.6 2.8 2.1 1.1 0.0 0.0 0.2 0.2 0.4 0.5 0.5 0.6 0.8 1.7 11.3 1.1 1.5 2.6 3.9 2.3 1.0 1.2 1.2 1.7 1.5 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.3 2.3 1.1 1.1 1.6 2.1 2.2 2.8 1.9 2.2 2.5 1.6 1.1 0.0 0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.8 1.1 1.3 1.6 2.4 3.8 3.5 2.2 2.3 1.7 3.0 2.5 1.4 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 1.2 4.0 2.6 1.6 2.1 2.6 3.5 4.8 2.1 2.6 2.8 1.6 0.0 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.4 0.6 0.9 1.3 1.6 3.5 5.7 1.7 2.4 3.4 4.6 3.5 2.3 1.3 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.6 0.7 1.0 1.5 1.6 1.2 1.5 2.0 2.7 3.1 2.3 0.0 0.0 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.8 0.8 1.0 1.2 1.4 1.5 0.0 0.0 0.0 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.8 0.8 0.0 0.0 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.4 0.0 0.0 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F-1 @ 14' F-2 @ 14' F-3 @ 14' F-4 @ 14' F-5 @ 14' F-6 @ 14' F-7 @ 14' F-8 @ 14' F-9 @ 14' F-10 @ 14' F-11 @ 14' F-12 @ 14' F-13 @ 14' F-14 @ 14' F-15 @ 14' F-16 @ 14' F-17 @ 14' F-18 @ 14' F-19 @ 14' F-20 @ 14' F-21 @ 14' F-22 @ 14' F-23 @ 14' F-24 @ 14' F-25 @ 14' F-26 @ 14' F-27 @ 14' F-28 @ 14' F-30 @ 14' F-29 @ 14' F-32 @ 14' F-31 @ 14' F-34 @ 14' F-33 @ 14' F-36 @ 14' F-35 @ 14' F-38 @ 14' F-37 @ 14' F-40 @ 14' F-39 @ 14' A-1 @ 16' A-2 @ 16' A-3 @ 16'A-4 @ 16' A-5 @ 16' A-6 @ 16' A-7 @ 16' A-8 @ 16' A-9 @ 16' A-10 @ 16' A-11 @ 16' A-12 @ 16' A-13 @ 16' A-14 @ 16' A-15 @ 16' A-16 @ 16' A-17 @ 16' A-18 @ 16' A-19 @ 16' A-20 @ 16' A-21 @ 10' A-22 @ 10' A-23 @ 10' A-24 @ 10' L-1 @ 6' L-4 @ 6' L-3 @ 6' L-2 @ 6' L-5 @ 6' L-6 @ 6' L-7 @ 6' L-10 @ 4' L-9 @ 4' L-8 @ 4' L-11 @ 20' L-12 @ 8' L-13 @ 8' L-14 @ 8' A-25 @ 10' L-16 @ 8' L-15 @ 8' L-17 @ 8' L-18 @ 8' L-19 @ 8' L-20 @ 8' L-21 @ 8' L-22 @ 8' L-23 @ 8' L-24 @ 8' L-25 @ 5' L-26 @ 5' A-26 @ 16' A-27 @ 16' L-27 @ 8' B-1 @ 5' B-2 @ 5' B-3 @ 5' B-4 @ 5' A-28 @ 10' 0.5 0.5 0.5 0.5 0.5 MH DMH UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY LIGHTING PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/28/2026 1" = 20' C103 6 OF 13 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV GROUND FLOOR SCHEDULE LABEL QTY MANUFACTURER CATALOG DESCRIPTION NUMBER LAMPS LAMP OUTPUT LLF INPUT POWER POLAR PLOT L 27 SIGNIFY GARDCO 102L-16L-NW-G1-3- EBPC 100 LINE LED SCONCE - EM MODE 1 1228 1 14 F 40 WILLIAMS INDOOR AVX-4-L36-830-WPC- (L18)-DIM-UNV 4'SURFACE MNT LUMINAIRE WHITE FROST INTERIOR LENS w/WHITE POLYCARB LENS 1 1212 1 14.2 A 28 Luminaire LED BLD 36IN 30W 40K DP Catalog Number: BLD36-30W 4000K2 Surface wall mounted, extruded and cast aluminum housing, formed white enamel aluminum reflector, clear lightly frosted plastic enclosure. 108 white LEDs, three Luminaire LED MP-LED-MOD Rev 3.0C boards with 36 LEDs per board. One ULT Everline D10CC30UNVTW-C LED driver labeled as 940mA. 120.0Vac, 60.00Hz, 0.2519A, 29.61W, 0.980PF, 7.5%THD(i) 1 3009 1 29.6 B 4 Performance iN Lighting 072142 INSERT+ 2 V BOLLARD 750 9W 830 A-EW 0-10V - Metallic gray 1 592 1 9� UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 8 C 9 C 10 C 11 C 12 13 14 15 16 C 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50C 51 52 53 54 FFE 175.0FFE 175.0 71 72 58 59 61 64 67 6869 70 66 65 63 62 60 575655 202122 2524 25 2627 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 173.09 172.45 174.22 173.77 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+89 TW 185.27 185.66 184.23 183.08 181.30 178.66 176.30 TW 183.00TW 179.14 TW 177.00 TW 175.00 TW 187.83 TW 186.74 TW 187.05 TW 187.06 TW 189.00 TW 189.28 TW 190.00 TW 187.54 TW 187.24 TW 188.26 TW 187.51 TW 187.88 TW 186.12 TW 187.10 TW 184.71 TW 180.02 TW 188.65 TW 187.26 176.68 178.09 178.21 179.92 180.20 180.83 180.84 181.28 181.75 182.31 182.82 180.82 181.41 180.51 180.51 180.22 180.22 179.65 179.96 179.74 179.44 179.45 179.63 179.65 179.41 179.55 179.66 179.65 179.65 179.65 179.94 181.31 181.67 181.98 173.62 173.48 173.27 173.51 BW 176.43 BW 180.89 BW 180.79 BW 180.97 BW 179.44 BW 179.26 BW 179.32 BW 179.54 BW 179.73 BW 179.68BW 179.65BW 179.65 BW 179.65 BW 180.00 BW 179.65 BW 182.00 BW 182.00 BW 183.27 BW 174.86 BW 174.65 BW 174.37 BW 174.17 BW 174.02 BW 174.00 179.32 179.67 180.84 182.00 183.09 183.09 176.23 174.85 180.23 179.65 182.00 183.09 TC 173.26 TC 173.57 TC 173.47 TC 173.33 TC 172.92 TC 172.76 TC 173.22 TC 173.15 BC 173.07 BC 172.95 BC 172.85 BC 172.59 BC 172.50 BC 173.05 BC 172.94 BC 172.80 UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 8 C 9 C 10 C 11 C 12 13 14 15 16 C 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50C 51 52 53 54 FFE 175.0FFE 175.0 71 72 58 59 61 64 67 6869 70 66 65 63 62 60 575655 202122 2524 25 2627 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 8 C 9 C 10 C 11 C 12 13 14 15 16 C 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50C 51 52 53 54 FFE 175.0FFE 175.0 71 72 58 59 61 64 67 6869 70 66 65 63 62 60 5756 55 20 2122 2524 2526 27 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 173.09 172.45 174.22 173.77 TW 185.27 185.66 184.23 183.08 181.30 178.66 176.30 TW 183.00TW 179.14 TW 177.00 TW 175.00 TW 187.83 TW 186.74 TW 187.05 TW 187.06 TW 189.00 TW 189.28 TW 190.00 TW 187.54 TW 187.24 TW 188.26 TW 187.51 TW 187.88 TW 186.12 TW 187.10 TW 184.71 TW 180.02 TW 188.65 TW 187.26 OCS STORMTRAP 9 UNIT SINGLE TRAP DETENTION SYSTEMMH DMH DMH-1 RIM: 173.32 15"Ø PVC INV IN: 169.21 CLEANOUT 6"Ø FIRE 4"Ø DOMESTIC TRENCH DRAIN GAS SERVICE TO COORDINATE WITH GAS CO. & PSEG ISOLATION VALVE 0+00 0+55 UP 7 6 5 4 3 2 1 BOH LOADING BLDG. ELEC. 348 SF MDF 111 SF SPRINKLER 300 SF LOBBY AMENITY 1,875 SF DETRASH 555 SF BOH 248 SF BLDG. MAINT. 297 SF 8 C 9 C 10 C 11 C 12 13 14 15 16 C 19 18 17 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50C 51 52 53 54 FFE 175.0FFE 175.0 71 72 58 59 61 64 67 6869 70 66 65 63 62 60 5756 55 20 2122 2524 2526 27 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ELEV. LOBBY VEST. P. THERAPY 587 SF COMMUNITY / FLEX 987 SF 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY GRADING, DRAINAGE & UTILITY PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/ 28/2026 1" = 20' C104 GROUND FLOOR - GRADING PLAN 7 OF 13 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV DRAINAGE & UTILITY PLAN� DATUM ELEV 166.000168 172 176 180 184 188 192 2.00% 2.50% 5.00% 4.89% -1.00% GRADE BREAK STA 0+36.99 EL 174.158 GRADE BREAK STA 1+74.01 EL 180.226 GRADE BREAK STA 3+97.25 EL 179.318 172.9 173.2 174.3 176.7 178.5 180.4 181.4 183.1 184.0 184.8 186.3 186.9 187.1 188.6 189.0 188.8 189.4 189.4 188.9 189.5 0+00 0+40 174.23 174.73 0+80 175.61 176.61 1+20 177.58 178.56 1+60 179.54 180.35 2+00 180.75 181.09 2+40 180.89 180.69 2+80 180.49 180.29 3+20 180.09 179.89 3+60 179.69 179.49 4+00 179.33 DMH-1 RIM: 173.32 15"Ø PVC INV IN: 169.21 DATUM ELEV 172.000176 180 184 188 192 0.00% 0.00% -0.00% 0.69% -0.02% 5.00% 0.50% GRADE BREAK STA 5+80.00 EL 179.647 189.5 189.4 188.0 187.9 187.9 188.0 188.1 188.6 187.8 188.4 188.5 187.9 187.0 186.3 186.1 186.1 4+00 179.33 179.43 4+40 179.53 179.63 4+80 179.67 179.66 5+20 179.66 179.65 5+60 179.65 179.65 6+00 180.65 181.65 6+40 182.00 182.00 6+80 182.03 6+89.43 182.10 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY DRAINAGE & UTILITY PROFILES NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC HT BSG 125040 01/28/2026 AS NOTED C105 8 OF 13 DRAINAGE PROFILE - STA 0+00 TO STA 4+00 H Y D WV COMBINED SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ELECTRIC METER ELECTRICAL MANHOLE CLEANOUT BOLLARD SEWER PIPE DOWNSPOUT EXISTING CONTOUR EXISTING SPOT ELEVATION PROPOSED CURB SHOT ELEV 16.5 PROPOSED CONTOUR TELEPHONE MANHOLE BRICK SEWER 4" GAS MAIN 8" WATER MAIN ELECTRICAL CONDUIT GAS LINE LATERAL REMOVED / ABANDONED OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER ETC OHW E ELECTRIC CONDUIT WATER LINE GAS LINE OHW PVC / IRON FENCE PROPOSED MANHOLE TYPICAL SYMBOLS 13.00 PROPOSED GROUND SHOT ELEV CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. TC 12.64 BC 12.14 ELECTRIC / TELEPHONE CABLE LINES CHAIN LINK FENCE (CLF) PROPERTY LINE RIGHT-OF-WAY (ROW) X X X UP W/ STREET LIGHT EXISTING RAILROAD TRACKS W TELEPHONE UG LINE G DMH DRAINAGE TYPE B INLET TW 12.64 PROPOSED TOP WALL (TW) BW 12.14 BOTT WALL (BW) ELEV DRAINAGE PROFILE - STA 4+00 TO STA 6+89 HORIZONTAL VERTICAL SANITARY PROFILE� GRAVEL VEHICLE TRACKING PAD 10'x30'x6" THK STONE SIZE ASTM C-33 NO.2 (2.5"-1.5") OR NO3 (2"-1" CRUSHED ANGULAR STONE) STOCKPILE INLET PROTECTION (TYP) UP 7 6 5 4 3 2 1 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 MH DMH UP 7 6 5 4 3 2 1 9C 8C 10C 11C 12 13 14 15 16C 19 18 17 38 37 36 35 34 33 32 31 30 29 28 42 41 40 39 45 44 43 46 47 48 49 50C 51 52 53 54 FFE 175.0 71 FFE 175.0 72 58 59 61 64 67 70 69 68 66 63 65 62 55 56 57 60 27 26 25 24 25 22 21 20 73 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 6300 LP1 GL2 H Y D WV ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- STORM SEWER MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE FIRE HYDRANT WATER METER WATER VALVE SIGN LIGHT POLE UTILITY POLE GV ---- ELECTRIC METER ---- ELECTRICAL MANHOLE ---- ---- CLEANOUT ---- BOLLARD SANITARY SEWER ---- DOWNSPOUT 16 ---- EXISTING CONTOUR INTERVAL EXISTING SPOT ELEVATION ---- PROPOSED CURB SHOT ELEVATION 16.5 ---- PROPOSED CONTOUR INTERVAL TELEPHONE MANHOLE BRICK SEWER GAS LINE (UP TO 6") WATER LINE (UP TO 6") ELECTRICAL CONDUIT GAS LINE (ABOVE 6") WATER LINE (ABOVE 6") OHW OVERHEAD WIRE EXISTING UTILITY LINES PROPOSED UTILITY LINES SL SL SL SANITARY SEWER LAT SANITARY SEWER PVC STORM SEWER HDPE STORM SEWER TELEPHONE / CABLE LINE ELECTRIC COUNDUIT WATER LINE GAS LINE PROPERTY LINE CHAIN-LINK FENCE (CLF) PVC / IRON FENCE X X MH ---- PROPOSED MANHOLE TYPICAL SYMBOLS TC 12.64 BC 12.14 13.00 ---- PROPOSED GROUND SHOT ELEVATION ---- CALL BEFORE YOU DIG 1-800-272-1000 It's THE LAW NEW JERSEY ONE CALL DigSafely. SOIL EROSION & SEDIMENT CONTROL PLAN 6"MIN. FILTER FABRIC SECURELY WRAPPED AROUND LENGTH OF WOOD HELD DOWN AT EITHER END WITH A CONCRETE BLOCK MOLD WELDED WIRE SUPPORT AROUND INLET FRAME AND GRATE; EXTEND 6" AT SIDES AFTER INSTALLATION OF GEOTEXTILE, BACKFILL WITH NO. 8 COARSE AGGREGATE TO SECURE GEOTEXTILE TO WELDED WIRE SUPPORT NOTES: 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR IS TO REMOVE FABRIC AND MESH JUST PRIOR TO PAVING. 3. IF BOTTOM OF ROADWAY IS BELOW TOP OF GRATE, CONSTRUCT OPENINGS IN INLET WALL TO ALLOW WATER TO FLOW IN. COVER OPENINGS WITH WELDED WIRE SUPPORT AND FILTER FABRIC. INLET FILTER / PROTECTION INLET PROTECTION DETAIL IS APPLICABLE TO TRENCH DRAINS FENCE POST - MAX. 8' SPACING SILT ACCUMULATION DIG 6" DEEP TRENCH, BURY BOTTOM FLAP, BACKFILL AND TAMP IN PLACE DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE AND SECURED TO POSTS 15 GAUGE WELDED STEEL WIRE MESH, 4" SQUARE OPENINGS 4"x4" FENCE POST OR METAL POST GEOTEXTILE (48" WIDE) 6"x6" TRENCH NOTES: 1. GEOTEXTILE TO BE FASTENED SECURELY TO FENCE POST BY USE OF WIRE TIES OR HOG RINGS; THREE FASTENERS PER POST. 2. BURY BOTTOM 12" OF GEOTEXTILE AND TAMP IN PLACE. 3. ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILE SHALL BE SECURELY FASTENED TO A COMMON 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. FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC SILT FENCE DETAIL 100 101 102 103 1 3 3 1 NOTES: EXISTING GRADE SILT FENCE OR HAYBALE FILTERSILT FENCE OR HAYBALE FILTER MAX. SLOPE = 5% MAX. SLOPE = 5% 30' 5% MAX. 30' 5% MAX. 5' MIN. 1. PLACE STOCKPILES AT LOCATIONS AS SHOWN ON THE CONSTRUCTION PLANS. 2. ALL SIDE SLOPES SHALL BE 3 TO 1 OR FLATTER. 3. STOCKPILE SHALL RECEIVE A VEGETATIVE COVER IN ACCORDANCE WITH MINIMUM STABILIZATION REQUIRED. 4. SILT FENCE OR HAYBALE FILTER SHALL BE INSTALLED AS DETAILED HEREON.TOPSOIL STOCKPILE Estimate a tree's Protected Root Zone (PRZ) by calculating the Critical Root Radius (crr) 1. Measure the dbh (diameter of tree at breast height, 4.5 feet above ground on the uphill side of the tree) in inches. 2. Multiply the measured dbh by 1.5 or 1.0. Express the result in feet. dbh x 1.5 = Critical Root Radius for older, unhealthy, or sensitive species. dbh x 1.0 = Critical Root Radius for younger, healthy, or tolerant species. Protected Root Zone (PRZ) Dripline dbh @ 4.5' Critical Root Radius (CRR) Trenching Tunneling - preferred Utilities should be tunneled beneath tree roots. The drawing on the left showss trenching that would probably kill the tree. The drawing on the right shows how tunneling under the tree will preserve many of the important feeder roots. TREE PROTECTION SOIL EROSION AND SEDIMENT CONTROL PLAN NOTES 1. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER. 2. THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED. 3. UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE OPERATOR SHALL ASSURE THAT THE BEST MANAGEMENT PRACTICES ARE IMPLEMENTED, OPERATED, AND MAINTAINED PROPERLY AND COMPLETELY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL BEST MANAGEMENT PRACTICE FACILITIES. THE OPERATOR SHALL MAINTAIN AND MAKE AVAILABLE TO LOCAL CONSERVATION DISTRICT COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE INSPECTIONS. ALL MAINTENANCE WORK, INCLUDING CLEANING, REPAIR, REPLACEMENT, RE-GRADING, AND RE-STABILIZATION SHALL BE PERFORMED IMMEDIATELY. 4. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION. 5. BEFORE INITIATING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE LOCAL CONSERVATION DISTRICT. 6. THE OPERATOR SHALL ASSURE THAT AN EROSION AND SEDIMENT CONTROL PLAN HAS BEEN PREPARED, APPROVED BY THE LOCAL CONSERVATION DISTRICT, AND IS BEING IMPLEMENTED AND MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS, REGARDLESS OF THEIR LOCATIONS. 7. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER FILTER BAG DISCHARGING OVER NON-DISTURBED AREAS. 8. THE OPERATOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE APPENDIX 64, EROSION CONTROL RULES AND REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUBPART C, PROTECTION OF NATURAL RESOURCES, ARTICLE III, WATER RESOURCES, CHAPTER 102, EROSION CONTROL. 9. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. 10. THE E&S CONTROL PLAN MAPPING MUST DISPLAY A PA ONE CALL SYSTEM INCORPORATED SYMBOL INCLUDING THE SITE IDENTIFICATION NUMBER. (THIS IS A NUMBERED SYMBOL NOT A NOTE.) 11. ONLY LIMITED DISTURBANCE WILL BE PERMITTED TO PROVIDE ACCESS TO NORTH ARLINGTON AVENUE FOR GRADING AND ACQUIRING BORROW TO CONSTRUCT THOSE BMP'S. 12. EROSION AND SEDIMENT BMP'S MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S. 13. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMP'S MUST BE STABILIZED IMMEDIATELY. 14. AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE MEETING. ALSO, AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE NEW JERSEY ONE CALL SYSTEM INCORPORATED AT 1-800-272-1000 FOR BURIED UTILITIES LOCATIONS. 15. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION. EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. 16. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE OPERATOR SHALL STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS. 17. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS. SEDIMENT BASINS 18. BAFFLES MUST BE INSTALLED TO ALLOW BASIN MAINTENANCE AND CLEAN OUT. 19. UPON INSTALLATION OF THE TEMPORARY SEDIMENT BASIN RISER(S), AN IMMEDIATE INSPECTION OF THE RISER(S) SHALL BE CONDUCTED BY A QUALIFIED SITE REPRESENTATIVE AND LOCAL CONSERVATION DISTRICT SHALL BE NOTIFIED IN WRITING THAT THE RISER IS SEALED. 20. SEDIMENT BASINS MUST BE PROTECTED FROM UNAUTHORIZED ACTS OF THIRD PARTIES. 21. SEDIMENT MUST BE REMOVED FROM STORM WATER INLET PROTECTION AFTER EACH RUNOFF EVENT. TEMPORARY STABILIZATION & PERMANENT STABILIZATION 22. HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE. 23. MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MUST BE INSTALLED ON ALL SLOPES 3:1 AND STEEPER. 24. STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN. 25. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGARDING, RESEEDING, RE-MULCHING, AND RE-NETTING, MUST BE PERFORMED IMMEDIATELY, IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 26. SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOOD-PLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED, OR PLACED IN TOPSOIL STOCKPILES. 27. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTE IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1 ET DEQ., AND 287.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THE SITE. 04 05 PROPOSED CONSTRUCTION SEQUENCE: DURATION (DAYS): 1. INSTALL SILT FENCE AROUND ONSITE LIMIT OF DISTURBANCE 1 2. INSTALL TRACKING PAD ON ORIGINAL GRADE 1 3. BEGIN DEMOLITION ON PROJECT SITE 10 4. INSTALL BUILDING FOUNDATION AND SITE UTILITIES 40 5. CONSTRUCT BUILDING 150 6. INSTALL LANDSCAPING, FENCING, AND GATES 10 7. INSTALL CONCRETE SIDEWALK AND DRIVEWAY 10 TOTAL ESTIMATED TIME OF CONSTRUCTION 222 THE DURATIONS LISTED ABOVE FOR EACH CONSTRUCTION ITEM IN THE PROPOSED SEQUENCE OF CONSTRUCTION ARE APPROXIMATE AND MAY VARY DUE TO UNFORESEEN DELAYS CAUSED BY WEATHER OR SCHEDULING CONFLICTS. ITEMS LISTED ABOVE MAY BE ACCOMPLISHED CONCURRENTLY. THE LIST IS FOR USE ONLY FOR SOIL EROSION AND SEDIMENT CONTROL PURPOSES. THE CONTRACTOR SHALL SUBMIT SCHEDULES AS OUTLINED IN THE CONTRACT SPECIFICATIONS. 0102 06 08 CL R.O.W. EXIST. GROUND 6" MIN. OF STONE (SEE NOTE 2) FULL WIDTH OF CARTWAY AS SHOWN ON PLANS EDGE OF PAVEMENT EXIST.GROUND TABLE BELOW* LENGTH ACCORDING TO *INDIVIDUAL LOT ACCESS POINTS MAY REQUIRE STABILIZATION Percent Length of Stone Required Slope of Roadway Coarse Grained Soils Fine Grained Soils 100 ft 200 ft 50 ft 100 ft 0 to 2% 2 to 5% >5% PROVIDE APPROPIATE TRANSITION BETWEEN STAB CONST. ENT. AND R.O.W. Entire surface stabilized with hot-mix asphalt base course Mix I-2 As prescribed by local ordinance or other governing authority. STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. PLACE STABILIZED CONSTRUCTION ENTRANCE AT LOCATION(S) AS SHOWN ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN. 2. STONE SIZE SHALL BE ASTM C-33 SIZE No.2 (2.5 inch to 1.5 inch) OR No.3 (2 inch to 1 inch) CRUSHED ANGULAR STONE. CRUSHED CONCRETE MAY BE SUBSTITUTED BUT WILL REQUIRE MORE FREQUENT UPGRADING AND MAINTENANCE. STONE THICKNESS SHOWN ABOVE IS FOR STONE CONSTRUCTION ENTRANCE ONLY (TYP). 3. THE THICKNESS OF THE STAB CONST. ENTRANCE SHALL NOT BE LESS THAN 6". 4. THE WIDTH AT THE EXIST. PAVEMENT SHALL NOT BE LESS THAN THE FULL WIDTH OF POINTS OF INGRESS AND EGRESS. 5. THE STAB CONST. ENT. SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO THE R.O.W./PAVEMENT THIS REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURE USES TO TRAP SEDIMENT. 6. ALL SEDIMENT SPILLED DROPPED WASHED OR TRACKED ONTO THE PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 6. LENGTH SHALL BE 50 FEET MINIMUM WHERE THE SOILS ARE COARSE GRAINED (SANDS OR GRAVELS) OR 100 FEET MINIMUM WHERE SOILS ARE FINE GRAINED (CLAYS OR SILTS), EXCEPT WHERE THE TRAVELED LENGTH IS LESS THAN 50 OR 100 FEET RESPECTIVELY. THESE LENGTHS MAY BE INCREASED WHERE FIELD CONDITIONS DICTATE. STORMWATER FROM UPSLOPE AREAS SHALL BE DIVERTED AWAY FROM THE STABILIZED PAD (SEE SESC STANDARD FOR DIVERSIONS). WHERE DIVERSION IS NOT POSSIBLE, THE LENGTH OF THE STABILIZED PAD SHALL BE AS SHOWN IN TABLE. WHERE THE SLOPE OF THE ACCESS ROAD EXCEEDS 5 %, A STABILIZED BASE COURSE OF FINE AGGREGATE BITUMINOUS CONCRETE (FABC) SHALL BE INSTALLED. THE TYPE AND THICKNESS OF THE FABC AND USE OF A DENSE GRADED AGGREGATE SUB-BASE SHALL BE AS PRESCRIBED BY LOCAL MUNICIPAL ORDINANCE OR OTHER GOVERNING AUTHORITY. STABILIZED CONSTRUCTION ENTRANCE PROPOSED CONSTRUCTION SEQUENCE ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY SOIL EROSION & SEDIMENT CONTROL PLAN NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/ 28/2026 AS SHOWN C106 9 OF 13 TABLE 7-2 TEMPORARY VEGETATIVE STABILIZATION GRASSES, SEEDING RATES, DATES AND DEPTH. SEED SELECTIONS SEEDING RATE (POUNDS) OPTIMUM SEEDING DEOTH (INCHES) PER ACRE PER 1000 SQ FT ZONE 5A,6A ZONE 6A ZONE 7A, B COOL SEASON GRASSES 1. PERENNIAL RYEGRASS 100 1.0000 3/15-6/1 8/1-9/15 3/1-5/15 8/15-10/1 2/15-5/1 8/15-10/15 0.5000 2. SPRING OATS 86 2.0000 3/15-6/1 8/1-9/15 3/1-5/15 8/15-10/1 2/15-5/1 8/15-10/15 1.0000 3. WINTER BARLEY 96 2.2000 8/1-9/15 8/15-10/1 8/15-10/15 0.5000 4. ANNUAL RYEGRASS 100 1.0000 3/15-6/1 8/1-9/15 3/15-6/1 8/1-9/15 2/15-5/1 8/15-10/15 1.0000 5. WINTER CEREAL RYE 112 2.8000 8/1-11/1 8/1-11/15 8/1-12/15 1.0000 WARM SEASON GRASSES 6. PEARL MILLET 20 0.5000 6/1-8/1 5/115-8/15 5/1-9/1 1.0000 7. MILLET (GERMAN OR HUNGARIAN) 30 0.7000 6/1-8/1 5/15-8/15 5/1-9/1 1.0000 SILT FENCE INLET FILTER TREE PROTECTION LIMIT OF DISTURBANCE LEGEND 4 FT CHAINLINK FENCE TYPICAL CORNER POST FOOTING TYPICAL LINE POST BOTTOM KNUCKLED TOP & 2"x2"x9 GA. FABRIC GALV. PIPE TOP RAIL 1-5/8" AS SHOWN-20'o.c. CONNECTION TYP. TOP RAIL WIRE-14"o.c. 9 GA. TIE PIPE 2" o.d. GALV. TYP. LINE POST 7 GA. BOTTOM TENSION WIRE ON THE OUTSIDE. FABRIC SHALL BE INSTALLED HARDWARE SHALL BE GALVANIZED. ALL WIRE FABRIC AND FENCE NOTE: CONCRETE 3500 psi CONCRETE 3500 psi INTERSECTIONS @ ALL CORNERS, 3/8" TRUSS ROD 9 GA. TIE WIRE-24" o.c. RAIL END TRUSS ROD) (SAME NOTE AS GALV. PIPE 2 1/2" o.d. TERMINAL POST 1/4"x 3/4" DRAW BAR POST BAND POST CAP 10" 6" 6" 6" 10'-0" 10'-0" 4'-0" 2'-2" 2'-8" FOOTING� STANDARD FOR MANAGEMENT OF  HIGH ACID-PRODUCING SOILS DEFINITION HIGH ACID-PRODUCING SOILS ARE SOILS WITH A PH OF 4.0 OR LESS OR CONTAIN IRON SULFIDE. PURPOSE TO PREVENT OR LIMIT EXPOSURE AREA, TIME, AND SPREADING BY EQUIPMENT OR RAINFALL ON- AND OFF-SITE AND TO MINIMIZE EROSION, SEDIMENTATION AND ACID LEACHATE-RELATED DAMAGES. HIGH ACID-PRODUCING SOIL MAY BE EXPOSED DURING EXCAVATION AND LAND GRADING ACTIVITIES, OR MAY BE INTRODUCED IN DREDGED SEDIMENT, SOILS AND SEDIMENT CONTAINING IRON SULFIDE, CHARACTERIZED BY PYRITE OR MARCASITE NUGGETS OR GREEN SANDS, ARE CHEMICALLY OXIDIZED WHEN EXPOSED TO AIR, PRODUCING SULFURIC ACID AND RESULT IN SOIL PH LEVELS FALLING TO PH 4.0 AND LOWER. MOST VEGETATION IS INCAPABLE OF GROWTH AT THIS PH LEVEL. ADJACENT LAND AND RECEIVING WATERS WILL BE NEGATIVELY IMPACTED BY THE ACID LEACHATE. CALCIUM-CONTAINING MATERIALS SUCH AS SIDEWALKS, CULVERTS AND OTHER STRUCTURES AND SOME METALLIC MATERIALS ARE ALSO SUSCEPTIBLE TO DEGRADATION. AGRICULTURAL LIMESTONE MATERIALS APPLIED AT RATES OF 8 TONS PER ACRE HAVE RESULTED IN ONLY A TEMPORARY BUFFERING EFFECT, AND “LIMING-ONLY” IS THEREFORE NOT CONSIDERED AN ACCEPTABLE MITIGATION PRACTICE. WATER QUALITY ENHANCEMENT PROTECTS ONSITE SOILS AND OFFSITE STREAMS AND LAKES FROM SULFURIC ACID LEACHATE THAT CREATES SOIL PH CONDITIONS UNSUITABLE FOR GROWTH OF VEGETATION. WHERE APPLICABLE THIS PRACTICE IS APPLICABLE TO ANY HIGH ACID-PRODUCING SOIL MATERIALS. SUCH MATERIALS HAVE BEEN FOUND IN THE COASTAL PLAIN AREAS OF BURLINGTON, CAMDEN, CUMBERLAND, GLOUCESTER, MERCER, MIDDLESEX, MONMOUTH, OCEAN, SALEM AND SOMERSET COUNTIES. PLANNING CRITERIA EARLY RECOGNITION AND BURIAL, REMOVAL OR DISPOSAL OF HIGH ACID-PRODUCING SOILS IS ESSENTIAL FOR LIMITING THE AMOUNT OF ACIDIC MATERIAL PRODUCED. REVIEW A SURFACE GEOLOGY MAP FOR THE PROPOSED SITE TO INVESTIGATE THE PRESENCE OF GEOLOGIC FORMATIONS WHICH COMMONLY CONTAIN HIGH ACID-PRODUCING DEPOSITS. THE GEOLOGIC FORMATIONS ARE AS FOLLOWS: CHEESEQUAKE MANASQUAN RED BANK, SANDY HOOK MEMBER ENGLISHTOWN SAND MARSHALLTOWN SHARK RIVER HORNERSTOWN MERCHANTVILLE TINTON KIRKWOOD NAVESINK WENONAH MAGOTHY RARITAN WOODBURY CLAY FIGURE 1-1 OF THE NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL (JANUARY 2014 EDITION) SHOWS AREAS WHERE THESE DEPOSITS MAY BE PRESENT. CONTACT THE LOCAL SOIL CONSERVATION DISTRICT TO DETERMINE THE HISTORICAL PRESENCE OF HIGH ACID-PRODUCING SOILS IN THE VICINITY OF THE PROPOSED DEVELOPMENT SITE. HIGH ACID-PRODUCING SOILS MAY BE PRESENT IN UNDISTURBED SOILS AT VARYING DEPTHS, INCLUDING NEAR THE SOIL SURFACE TO EXCAVATIONS OR DEEP DISTURBANCES. ITS PRESENCE ON A SITE MAY BE SIGNIFICANT OR LIMITED IN THE SOIL PROFILE. HIGH ACID PRODUCING SOILS ARE COMMONLY BLACK, DARK BROWN, GRAY OR GREENISH WITH SILVERY PYRITE OR MARCASITE NUGGETS OR FLAKES. ALTERNATIVELY, SANDY SOILS OR REDDISH, YELLOWISH OR LIGHT TO MEDIUM BROWN SOIL MATERIALS ARE USUALLY FREE OF HIGH ACID-PRODUCING DEPOSITS. METHODS AND MATERIALS 1. LIMIT THE EXCAVATION AREA AND EXPOSURE TIME WHEN HIGH ACID-PRODUCING SOILS ARE ENCOUNTERED. 2. TOPSOIL STRIPPED FROM THE SITE SHALL BE STORED SEPARATELY FROM TEMPORARILY STOCKPILED HIGH ACID-PRODUCING SOILS. 3. STOCKPILES OF HIGH ACID-PRODUCING SOIL SHOULD BE LOCATED ON LEVEL LAND TO MINIMIZE ITS MOVEMENT, ESPECIALLY WHEN THIS MATERIAL HAS A HIGH CLAY CONTENT. 4. TEMPORARILY STOCKPILED HIGH ACID-PRODUCING SOIL MATERIAL TO BE STORED MORE THAN 48 HOURS SHOULD BE COVERED WITH PROPERLY ANCHORED, HEAVY GRADE SHEETS OF POLYETHYLENE WHERE POSSIBLE. IF NOT POSSIBLE, STOCKPILES SHALL BE COVERED WITH A MINIMUM OF 3 TO 6 INCHES OF WOOD CHIPS TO MINIMIZE EROSION OF THE STOCKPILE. SILT FENCE SHALL BE INSTALLED AT THE TOE OF THE SLOPE TO CONTAIN MOVEMENT OF THE STOCKPILED MATERIAL. TOPSOIL SHALL NOT BE APPLIED TO THE STOCKPILES TO PREVENT TOPSOIL CONTAMINATION WITH HIGH ACID-PRODUCING SOIL. 5. HIGH ACID-PRODUCING SOILS WITH A PH OF 4.0 OR LESS OR CONTAINING IRON SULFIDE (INCLUDING BORROW FROM CUTS OR DREDGED SEDIMENT) SHALL BE ULTIMATELY PLACED OR BURIED WITH LIMESTONE APPLIED AT THE RATE OF 10 TONS PER ACRE (OR 450 POUNDS PER 1,000 SQUARE FEET OF SURFACE AREA) AND COVERED WITH A MINIMUM OF 12 INCHES OF SETTLED SOIL WITH A PH OF 5.0 OR MORE EXCEPT AS FOLLOWS: a. AREAS WHERE TREES OR SHRUBS ARE TO BE PLANTED SHALL BE COVERED WITH A MINIMUM OF 24 INCHES OF SOIL WITH A PH OR 5 OR MORE. b. DISPOSAL AREAS SHALL NOT BE LOCATED WITHIN 24 INCHES OF ANY SURFACE OF A SLOPE OR BANK, SUCH AS BERMS, STREAM BANKS, DITCHES, AND OTHERS, TO PREVENT POTENTIAL LATERAL LEACHING DAMAGES. 6. EQUIPMENT USED FOR MOVEMENT OF HIGH ACID-PRODUCING SOILS SHOULD BE CLEANED AT THE END OF EACH DAY TO PREVENT SPREADING OF HIGH ACID-PRODUCING SOIL MATERIALS TO OTHER PARTS OF THE SITE, INTO STREAMS OR STORMWATER CONVEYANCES, AND TO PROTECT MACHINERY FROM ACCELERATED RUSTING. 7. NON-VEGETATIVE EROSION CONTROL PRACTICES (STONE TRACKING PADS, STRATEGICALLY PLACED LIMESTONE CHECK DAM, SEDIMENT BARRIER, WOOD CHIPS) SHOULD BE INSTALLED TO LIMIT THE MOVEMENT OF HIGH ACID-PRODUCING SOILS FROM, AROUND, OR OFF THE SITE. 8. FOLLOWING BURIAL OR REMOVAL OF HIGH ACID-PRODUCING SOIL, TOPSOILING AND SEEDING OF THE SITE (SEE TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION, PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, AND TOPSOILING), MONITORING MUST CONTINUE FOR A MINIMUM OF 6 MONTHS TO ENSURE THERE IS ADEQUATE STABILIZATION AND THAT NO HIGH ACID-PRODUCING SOIL PROBLEMS EMERGE. IF PROBLEMS STILL EXIST, THE AFFECTED AREA MUST BE TREATED AS INDICATED ABOVE TO CORRECT THE PROBLEM. STANDARD FOR STABILIZATION  WITH MULCH ONLY DEFINITION STABILIZING EXPOSED SOILS WITH NON-VEGETATIVE MATERIALS EXPOSED FOR PERIODS LONGER THAN 14 DAYS PURPOSE TO PROTECT EXPOSED SOIL SURFACES FROM EROSION DAMAGE AND TO REDUCE OFFSITE ENVIRONMENTAL DAMAGE. WATER QUALITY ENHANCEMENT PROVIDES TEMPORARY MECHANICAL PROTECTION AGAINST WIND OR RAINFALL INDUCED SOIL EROSION UNTIL PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED. WHERE APPLICABLE THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO EROSION, WHERE THE SEASON AND OTHER CONDITIONS MAY NOT BE SUITABLE FOR GROWING AN EROSION-RESISTANT COVER OR WHERE STABILIZATION IS NEEDED FOR A SHORT PERIOD UNTIL MORE SUITABLE PROTECTION CAN BE APPLIED. 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 STANDARDS FOR LAND GRADING. B. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS. SEE STANDARDS 11 THROUGH 42. 2. PROTECTIVE MATERIALS A. UNROTTED SMALL-GRAIN STRAW, AT 2.0 TO 2.5 TONS PER ACRE, IS SPREAD UNIFORMLY AT 90 TO 115 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. THE APPROVED RATES ABOVE HAVE BEEN MET WHEN THE MULCH COVERS THE GROUND COMPLETELY UPON VISUAL INSPECTION, I.E. THE SOIL CANNOT BE SEEN BELOW THE MULCH. B. SYNTHETIC OR ORGANIC SOIL STABILIZERS MAY BE USED UNDER SUITABLE CONDITIONS AND IN QUANTITIES AS RECOMMENDED BY THE MANUFACTURER. C. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 POUNDS PER ACRE (OR ACCORDING TO THE MANUFACTURER’S REQUIREMENTS) MAY BE APPLIED BY A HYDROSEEDER. D. MULCH NETTING, SUCH AS PAPER JUTE, EXCELSIOR, COTTON, OR PLASTIC, MAY BE USED. E. WOODCHIPS APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 2 INCHES MAY BE USED. WOODCHIPS WILL NOT BE USED ON AREAS WHERE FLOWING WATER COULD WASH THEM INTO AN INLET AND PLUG IT. F. GRAVEL, CRUSHED STONE, OR SLAG AT THE RATE OF 9 CUBIC YARDS PER 1,000 SQ. FT. APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 3 INCHES MAY BE USED. SIZE 2 OR 3 (ASTM C-33) IS RECOMMENDED. 3. MULCH ANCHORING A. MULCH ANCHORING SHOULD BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT OF HAY OR STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE AREA AND STEEPNESS OF SLOPES. B. 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. C. MULCH NETTINGS - STAPLE PAPER, COTTON, OR PLASTIC NETTINGS OVER MULCH. USE DEGRADABLE NETTING IN AREAS TO BE MOWED. NETTING IS USUALLY AVAILABLE IN ROLLS 4 FEET WIDE AND UP TO 300 FEET LONG. D. CRIMPER MULCH ANCHORING COULTER TOOL - A TRACTOR-DRAWN IMPLEMENT ESPECIALLY DESIGNED TO PUNCH AND ANCHOR MULCH INTO THE SOIL SURFACE. THIS PRACTICE AFFORDS MAXIMUM EROSION CONTROL, BUT ITS USE IS LIMITED TO THOSE SLOPES UPON WHICH THE TRACTOR CAN OPERATE SAFELY. SOIL PENETRATION SHOULD BE ABOUT 3 TO 4 INCHES. ON SLOPING LAND, THE OPERATION SHOULD BE ON THE CONTOUR. 4. LIQUID MULCH BINDERS A. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS, AND AT CRESTS OF REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE. B. USE ONE OF THE FOLLOWING: B.1. ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER BASED, HYDROPHILIC MATERIALS THAT MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANE NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTO-TOXIC EFFECT OR IMPEDE GROWTH OF TURFGRASS. VEGETABLE BASED GELS SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER. B.2. SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER.IT SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. TEMPORARY VEGETATIVE COVER FOR SOIL STABILIZATION DEFINITION ESTABLISHMENT OF TEMPORARY VEGETATIVE COVER ON SOILS EXPOSED FOR PERIODS OF TWO TO 6 MONTHS WHICH ARE NOT BEING GRADED, NOT UNDER ACTIVE CONSTRUCTION OR NOT SCHEDULED FOR PERMANENT SEEDING WITHIN 60 DAYS. PURPOSE TO TEMPORARILY STABILIZE THE SOIL AND REDUCE DAMAGE FROM WIND AND WATER EROSION UNTIL PERMANENT STABILIZATION IS ACCOMPLISHED. WATER QUALITY ENHANCEMENT PROVIDES TEMPORARY PROTECTION AGAINST THE IMPACTS OF WIND AND RAIN, 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 THE 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 STANDARDS FOR LAND GRADING, PG. 19-1. B. INSTALL NEEDED EROSION CONTROL PRACTICES OR FACILITIES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASINS, AND WATERWAYS. SEE STANDARDS 11 THROUGH 42. C. IMMEDIATELY PRIOR TO SEEDING, THE SURFACE SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). 2. SEEDBED PREPARATION A. APPLY GROUND LIMESTONE AND FERTILIZER 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. FERTILIZER SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 SQUARE FEET OF 10-20-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN UNLESS A SOIL TEST INDICATES OTHERWISE. APPLY LIMESTONE AT THE RATE OF 2 TONS/ACRE UNLESS SOIL TESTING INDICATES OTHERWISE. CALCIUM CARBONATE IS THE EQUIVALENT AND STANDARD FOR MEASURING THE ABILITY OF LIMING MATERIALS TO NEUTRALIZE SOIL ACIDITY AND SUPPLY CALCIUM AND MAGNESIUM TO GRASSES AND LEGUMES. B. WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH A DISC, SPRINGTOOTH 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. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED IN ACCORDANCE WITH THE ABOVE. D. SOILS HIGH IN SULFIDES OR HAVING A PH OF 4 OR LESS REFER TO STANDARD FOR MANAGEMENT OF HIGH ACID E. PRODUCING SOILS, PG. 1-1. 3. SEEDING A. SELECT SEED FROM RECOMMENDATIONS IN TABLE 7-2. (SOURCE: NJ SESC JANUARY 2014 STANDARDS) a. SEEDING RATE FOR WARM SEASON GRASS, SELECTIONS 5 - 7 SHALL BE ADJUSTED TO REFLECT THE AMOUNT OF PURE LINE SEED (PLS) AS DETERMINED BY A GERMINATION TEST RESULT. NO ADJUSTMENT IS REQUIRED FOR COOL SEASON GRASSES. b. MAY BE PLANTED THROUGHOUT SUMMER IF SOIL MOISTURE IS ADEQUATE OR SEEDED AREA CAN BE IRRIGATED. c. PLANT HARDINESS ZONE (SEE FIGURE 7-1, PG. 7-4.) d. TWICE THE DEPTH FOR SANDY SOILS B. CONVENTIONAL SEEDING. APPLY 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, 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. 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. SHORT FIBERED MULCH MAY BE APPLIED WITH A HYDROSEEDER FOLLOWING SEEDING. (ALSO SEE SECTION IV MULCHING) HYDROSEEDING IS NOT A PREFERRED SEEDING METHOD BECAUSE SEED AND FERTILIZER ARE APPLIED TO THE SURFACE AND NOT INCORPORATED INTO THE SOIL. POOR SEED TO SOIL CONTACT OCCURS REDUCING SEED GERMINATION AND GROWTH. HYDROSEEDING MAY BE USED FOR AREAS TOO STEEP FOR CONVENTIONAL EQUIPMENT TO TRAVERSE OR TOO OBSTRUCTED WITH ROCKS, STUMPS, ETC. D. 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. 4. MULCHING MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILL PROMOTE FASTER AND EARLIER ESTABLISHMENT. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT. A. STRAW OR HAY. UNNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, 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 APPROXIMATELY 95% OF THE SOIL SURFACE WILL BE 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 CRIS-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 TOOL). A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, ESPECIALLY DESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT IS REQUIRED. 4. LIQUID MULCH-BINDERS. – MAY BE USED TO ANCHOR 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 TURFGRASS. 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 TO MULCH, DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN IT SHALL BE APPLIED AT RATES RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. NOTE: ALL NAMES GIVE ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A COMMENDATION 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 PONDS PER ACRE (OR AS RECOMMENDED BY THE PROJECT MANUFACTURER) AND MAY BE APPLIED BY A HYDROSEEDER. THIS MULCH SHALL NOT BE MIXED IN THE TANK WITH 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, FORMA MULCH MAT. PELLETIZED MULCH SHALL BE APPLIES IN ACCORDANCE WITH THE MANUFACTURERS 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 BEE FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR RENOVATION AREAS, SEEDED AREAS WHERE WEED-SEED FREE 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. 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/). B. 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. C. 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. D. 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. THE SEED MIXTURE TO BE UTILIZED FOR PERMANENT VEGETATION SHALL BE MIX #12 FROM TABLE 4-3 TURF TYPE ALL FESCUE. THE SEEDING RATE SHALL BE 350 POUNDS PER ACRE, OR 8 POUNDS PER 1,000 SQUARE FEET AS SPECIFIED IN TABLE 4-3 OF JANUARY 2014 EDITION OF THE NEW JERSEY SOIL EROSION AND SEDIMENT CONTROL STANDARDS. 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. B. 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. C. WARM-SEASON MIXTURES ARE GRASSES AND LEGUMES WHICH MAXIMIZE GROWTH AT HIGH TEMPERATURES, GENERALLY 85°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. D. 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. E. 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. F. 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. G. 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. SHORT-FIBERED MULCH 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 A. MULCHING IS REQUIRED ON ALL SEEDING. MULCH WILL PROTECT AGAINST EROSION BEFORE GRASS IS ESTABLISHED AND WILLPROMOTE FASTER AND EARLIER ESTABLISHMENT. THE EXISTENCE OF VEGETATION SUFFICIENT TO CONTROL SOIL EROSION SHALL BE DEEMED COMPLIANCE WITH THIS MULCHING REQUIREMENT. B. 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. C. 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. D. 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. E. 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. F. MULCH NETTINGS - STAPLE PAPER, JUTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A DEGRADABLE NETTING INAREAS TO BE MOWED. G. CRIMPER (MULCH ANCHORING COULTER TOOL) - A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, ESPECIALLYDESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT IS REQUIRED. H. 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 BINDER SHALL BE APPLIED AT RATES RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. NOTES: ALL NAMES GIVEN ABOVE ARE REGISTERED TRADE NAMES. THIS DOES NOT CONSTITUTE A RECOMMENDATION OF THESE PRODUCTS TO THE EXCLUSION OF OTHER PRODUCTS. I. WOOD-FIBER OR PAPER-FIBER MULCH - SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER CONTAINING NO GROWTH ORGERMINATION 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 USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL. J. 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 WITHTHE MANUFACTURER’S RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR MECHANICAL SPREADER AT THE RATE OF 60-75 LBS/1,000 SQUARE FEET AND ACTIVATED WITH 0.2 TO0.4 INCHES OF WATER. THIS MATERIAL HAS BEEN FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR RENOVATION AREAS, SEEDED AREAS WHERE WEED-SEED FREE MULCH IS DESIRED, OR ON SITES 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 SEEDBED IS EXTREMELY IMPORTANT FOR SUFFICIENT ACTIVATION AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE. 5. IRRIGATION (WHERE FEASIBLE) IF SOIL MOISTURE IS DEFICIENT SUPPLY NEW SEEDING WITH ADEQUATE WATER (A MINIMUM OF 1/4 INCH APPLIED UP TO TWICE A DAY UNTIL VEGETATION IS WELL ESTABLISHED). THIS IS ESPECIALLY TRUE WHEN SEEDINGS ARE MADE IN ABNORMALLY DRY OR HOT WEATHER OR ON DROUGHTY SITES. 6. TOPDRESSING SINCE SOIL ORGANIC MATTER CONTENT AND SLOW RELEASE NITROGEN FERTILIZER (WATER INSOLUBLE) ARE PRESCRIBED IN SECTION 2A-SEEDBED PREPARATION IN THIS STANDARD, NO FOLLOW-UP OF TOPDRESSING IS MANDATORY. AN EXCEPTION MAYBE MADE WHERE GROSS NITROGEN DEFICIENCY EXISTS IN THE SOIL TO THE EXTENT THAT TURF FAILURE MAY DEVELOP. IN THAT I NSTANCE, TOPDRESS WITH 10-10-10 OR EQUIVALENT AT 300 POUNDS PER ACRE OR7 POUNDS PER1,000 SQUARE FEET EVERY 3 TO 5 WEEKS UNTIL THE GROSS NITROGEN DEFICIENCY IN THE TURF IS AMELIORATED. 7. ESTABLISHING PERMANENT VEGETATIVE STABILIZATION THE QUALITY OF PERMANENT VEGETATION RESTS WITH THE CONTRACTOR. THE TIMING OF SEEDING, PREPARING THE SEED BED, APPLYING NUTRIENTS, MULCH AND OTHER MANAGEMENT ARE ESSENTIAL. THE SEED APPLICATION RATES IN TABLE 4-3 ARE REQUIRED WHEN A REPORT OF COMPLIANCE IS REQUESTED PRIOR TO ACTUAL ESTABLISHMENT OF PERMANENT VEGETATION. UP TO 50% REDUCTION IN APPLICATION RATES MAY BE USED WHEN PERMANENT VEGETATION IS ESTABLISHED PRIOR TO REQUESTING A REPORT OF COMPLIANCE FROM THE DISTRICT. THESE RATES APPLY TO ALL METHODS OF SEEDING. ESTABLISHING PERMANENT VEGETATION MEANS 80% VEGETATIVE COVER (OF THE SEEDED SPECIES) AND MOWED ONCE. NOTE THIS DESIGNATION OF MOWED ONCE DOES NOT GUARANTEE THE PERMANENCY OF THE TURF SHOULD OTHER MAINTENANCE FACTORS BE NEGLECTED OR OTHERWISE MISMANAGED. STANDARD FOR TOPSOILING DEFINITION TOP SOILING ENTAILS THE DISTRIBUTION OF SUITABLE QUALITY SOIL ON AREAS TO BE VEGETATED. PURPOSE TO IMPROVE THE SOIL MEDIUM FOR PLANT ESTABLISHMENT AND MAINTENANCE. WATER QUALITY ENHANCEMENT GROWTH AND ESTABLISHMENT OF A VIGOROUS VEGETATIVE COVER IS FACILITATED BY TOPSOIL, PREVENTING SOIL LOSS BY WIND AND RAIN OFFSITE AND INTO STREAMS AND OTHER STORMWATER CONVEYANCES. WHERE APPLICABLE TOPSOIL SHALL BE USED WHERE SOILS ARE TO BE DISTURBED AND WILL BE REVEGETATED. METHODS AND MATERIALS 1. MATERIALS A. TOPSOIL SHOULD BE FRIABLE, LOAMY, FREE OF DEBRIS, OBJECTIONABLE WEEDS AND STONES, AND CONTAIN NO TOXIC SUBSTANCE OR ADVERSE CHEMICAL OR PHYSICAL CONDITION THAT MAY BE HARMFUL TO PLANT GROWTH. SOLUBLE SALTS SHOULD NOT BE EXCESSIVE (CONDUCTIVITY LESS THAN 0.5 MILLIMHOS PER CENTIMETER. MORE THAN 0.5 MILLIMHOS MAY DESICCATE SEEDLINGS AND ADVERSELY IMPACT GROWTH ). TOPSOIL HAULED IN FROM OFFSITE SHOULD HAVE A MINIMUM ORGANIC MATTER CONTENT OF 2.75 PERCENT. ORGANIC MATTER CONTENT MAY BE RAISED BY ADDITIVES. B. TOPSOIL SUBSTITUTE IS A SOIL MATERIAL WHICH MAY HAVE BEEN AMENDED WITH SAND, SILT, CLAY, ORGANIC MATTER, FERTILIZER OR LIME AND HAS THE APPEARANCE OF TOPSOIL. TOPSOIL SUBSTITUTES MAY BE UTILIZED ON SITES WITH INSUFFICIENT TOPSOIL FOR ESTABLISHING PERMANENT VEGETATION. ALL TOPSOIL SUBSTITUTE MATERIALS SHALL MEET THE REQUIREMENTS OF TOPSOIL NOTED ABOVE. SOIL TESTS SHALL BE PERFORMED TO DETERMINE THE COMPONENTS OF SAND, SILT, CLAY, ORGANIC MATTER, SOLUBLE SALTS AND PH LEVEL. 1. FRIABLE MEANS EASILY CRUMBLES IN THE FINGERS, AS DEFINED IN MOST SOILS TEXTS. 2. LOAMY MEANS TEXTURE GROUPS CONSISTING OF COARSE LOAMY SANDS, SANDY LOAM, FINE AND VERY FINE SANDY LOAM, LOAM, SILT LOAM, CLAY LOAM, SANDY CLAY LOAM AND SILTY CLAY LOAM TEXTURES AND HAVING LESS THAN 35% COARSE FRAGMENTS (PARTICLES LESS THAN 2MM IN SIZE ) AS DEFINED IN THE GLOSSARY OF SOIL SCIENCE TERMS, 1996, SOIL SCIENCE SOCIETY OF AMERICA. 2. STRIPPING AND STOCKPILING A. FIELD EXPLORATION SHOULD BE MADE TO DETERMINE WHETHER QUANTITY AND OR QUALITY OF SURFACE SOIL JUSTIFIES STRIPPING. B. STRIPPING SHOULD BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. C. WHERE FEASIBLE, LIME MAY BE APPLIED BEFORE STRIPPING AT A RATE DETERMINED BY SOIL TESTS TO BRING THE SOIL PH TO APPROXIMATELY 6.5. IN LIEU OF SOIL TESTS, SEE LIME RATE GUIDE IN SEEDBED PREPARATION FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION, PG. 4-1. D. A 4-6 INCH STRIPPING DEPTH IS COMMON, BUT MAY VARY DEPENDING ON THE PARTICULAR SOIL. E. STOCKPILES OF TOPSOIL SHOULD BE SITUATED SO AS NOT TO OBSTRUCT NATURAL DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL DAMAGE. F. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH STANDARDS PREVIOUSLY DESCRIBED HEREIN; SEE STANDARDS FOR PERMANENT (PG. 4-1) OR TEMPORARY (PG.7-1) VEGETATIVE COVER FOR SOIL STABILIZATION. WEEDS SHOULD NOT BE ALLOWED TO GROW ON STOCKPILES. 3. SITE PREPARATION A. GRADE AT THE ONSET OF THE OPTIMAL SEEDING PERIOD SO AS TO MINIMIZE THE DURATION AND AREA OF EXPOSURE OF DISTURBED SOIL TO EROSION. IMMEDIATELY PROCEED TO ESTABLISH VEGETATIVE COVER IN ACCORDANCE WITH THE SPECIFIED SEED MIXTURE. TIME IS OF THE ESSENCE. B. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE. SEE THE STANDARD FOR LAND GRADING, PG. 19-1. C. AS GUIDANCE FOR IDEAL CONDITIONS, SUBSOIL SHOULD BE TESTED FOR LIME REQUIREMENT. LIMESTONE, IF NEEDED, SHOULD BE APPLIED TO BRING SOIL TO A PH OF APPROXIMATELY 6.5 AND INCORPORATED INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES. D. IMMEDIATELY PRIOR TO TOPSOILING, THE SURFACE SHOULD BE SCARIFIED 6" TO 12" WHERE THERE HAS BEEN SOIL COMPACTION. THIS WILL HELP INSURE A GOOD BOND BETWEEN THE TOPSOIL AND SUBSOIL. THIS PRACTICE IS PERMISSIBLE ONLY WHERE THERE IS NO DANGER TO UNDERGROUND UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.). E. EMPLOY NEEDED EROSION CONTROL PRACTICES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENTATION BASINS, AND WATERWAYS. SEE STANDARDS 11 THROUGH 42. 4. APPLYING TOPSOIL A. TOPSOIL SHOULD BE HANDLED ONLY WHEN IT IS DRY ENOUGH TO WORK WITHOUT DAMAGING SOIL STRUCTURE; I.E., LESS THAN FIELD CAPACITY (SEE GLOSSARY). B. A UNIFORM APPLICATION TO A DEPTH OF 5 INCHES (UNSETTLED) IS RECOMMENDED. SOILS WITH A PH OF 4.0 OR LESS OR CONTAINING IRON SULFIDE SHALL BE COVERED WITH A MINIMUM DEPTH OF 12 INCHES OF SOIL HAVING A PH OF 5.0 OR MORE, IN ACCORDANCE WITH THE STANDARD FOR MANAGEMENT OF HIGH ACID PRODUCING SOIL (PG. 1-1). SOIL EROSION AND SEDIMENT CONTROL NOTES 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL” 7TH EDITION LAST REVISED 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, WILL BE TEMPORARILY SEEDED AND HAY MULCHED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER. 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 INCHES (UNSETTLED) 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 -1”CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” 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. 16. A STREET AND/OR SIDEWALK OCCUPANCY PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO ANY CONSTRUCTION IN OR OCCUPANCY OF THE PUBLIC RIGHT-OF-WAY. 17. A SIDEWALK CONSTRUCTION PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO SUCH WORK. 18. A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED FROM THE ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF ANY WORK AT THE SITE. SOIL DE-COMPACTION TESTING - THIS PROJECT IS EXEMPT FROM SOIL DECOMPACTION TESTING UNDER EXEMPTION #6: BROWNFIELDS (CAPPED USES), URBAN REDEVELOPMENT AREAS, IN-FILL AREAS, RECYCLING YARDS AND QUARRIES. - SOIL MANAGEMENT NOTE: ACCORDING TO STATE OF NEW JERSEY USE CLASSIFICATION SYSTEM, THE SITE IS UNDER URBAN REDEVELOPMENT AREA, LAND USE CODE 1,110. THEREFORE, THE PROPOSED PROJECT DOES NOT REQUIRE COMPACTION REMEDIATION, AS PER EXEMPTION #6 UNDER SOIL MANAGEMENT AND PREPARATION STANDARDS FOR SOIL AND SEDIMENT CONTROL IN NEW JERSEY. ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY SOIL EROSION & SEDIMENT CONTROL NOTES NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/ 28/2026 AS SHOWN C107 10 OF 13 HEPSCD SOIL EROSION AND SEDIMENT CONTROL NOTES 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW  JERSEY STANDARDS  FOR  SOIL EROSION  AND  SEDIMENT CONTROL”  7TH EDITION LAST REVISED JULY 2017, EFFECTIVE DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 2. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. 3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL – 8/15 – 10/1 4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED 5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. 6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. 8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL – [email protected] 9. THE  APPLICANT  MUST OBTAIN  A  DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR  TO  APPLYING  FOR THE  CERTIFICATE  OF OCCUPANCY  OR TEMPORARY  CERTIFICATE OF  OCCUPANCY  FROM THE  RESPECTIVE MUNICIPALITY,  NJ  -  DCA OR  ANY  OTHER CONTROLLING  AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED. 10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS. 11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING OR PLANTING. A DEPTH OF 5.0 INCHES, FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND GRADING, EFFECTIVE DECEMBER 2017. 12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL. 13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ½ -1” CRUSHED ANGULAR STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH CRUSHED STONE UNTIL PAVING IS COMPLETE. 14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” 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.� 1. ALL CONCRETE SHALL CONFORM TO 2007 NJ D.O.T. STANDARD SPEC. FOR ROAD & BRIDGE CONSTRUCTION SECTION 914 CLASS ''B'' AIR ENTRAINED. 2. EXPANSION JOINTS SHALL BE AT 10-FOOT INTERVALS AND FILLED WITH A HALF INCH THICK, NON-EXTRUDABLE, FIBROUS, BITUMASTIC MATERIAL. 3. 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. 4. 4'' SUBBASE OF DENSE GRADED AGGREGATE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE. 5. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO NJ D.O.T. STANDARDS AND SPECIFICATIONS. 6. INADEQUATE WORK MAY BE REJECTED BY THE CITY ENGINEER OR HIS/HER REPRESENTATIVE PRIOR TO POURING. 7. PROVIDE 1/2'' THICK NON-EXTRUDABLE, FIBROUS BITUMASTIC MATERIAL WHERE CURB MEETS SIDEWALK. 1/2" R NEW 6" CURB 1 1 4" R SEAL JOINT PER NJDOT SPECIFICATIONS 6" HOT MIX ASPHALT (HMA 12.5M64) BASE COURSE BASE COURSE, NJDOT DENSE GRADE AGGREGATE, 6" THICK GUTTER GRADE SEAL JOINT PER NJDOT SPECIFICATIONS CURB CONSTRUCTION / PAVEMENT REPAIR GENERAL NOTES 18" FINISHED GRADE MATCH SLOPE OF ADJACENT PAVING STABLE AND NON YIELDING SUBRGADE. COMPACTED TO 95% MODIFIED (ASTM D-1557) 2" HOT MIX ASPHALT (HMA 9.5M64) SURFACE COURSE EXISTING ASPHALT PAVING MILL INTERFACE AREA 6" 1'-0" PAVEMENT REPAIR 1'-0" INTERFACE FACE OF CURB INSTALLATION OF 4" - 12" SERVICE VALVE BOX PAVEMENT 4' MINIMUM COVER M.J. TAPPING VALVE W/ RETAINER GLAND M.J. W/ RETAINER GLAND CURB TAPPING SLEEVE WATER MAIN HUB 18" MINIMUM INSIDE CURB M.J. DUCTILE IRON PIPE CLASS 52 NOTE: RETAINER GLANDS TO BE USED ON ALL MECHANICAL JOINTS. ADDITIONAL RESTRAINTS EITHER CONCRETE THRUST BLOCK OR STEAL TIE RODS MAY BE REQUIRED BY THE DIVISION CONC BLOCK UNDER VALVE 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 CRUSHED STONE FINISHED GRADE CONCRETE CLEANOUT BOX WITH METAL FRAME & COVER LABALED "SEWER" CLEANOUT PROTECTION BOX SCHEDULE 40 PVC PIPE SEE SCHEDULE FOR SIZE REDUCER FITTING BUILDING DOWNSPOUT SEE ARCHITECTURAL PLANS FOR SIZE EXTEND DOWNSPOUT THROUGH CAP SCHEDULE 40 PVC CAP LOOSE FIT (NO ADHESIVE) BY BUILDING CONTRACTOR BY SITE CONTRACTOR SEE NOTE #2 WATER TIGHT CONNECTION SEE GRADING PLAN FOR SIZE OF COLLECTOR PAVEMENT / GRASSED AREA SEE NOTE #1 1% MIN. SLOPE NOTES: 1. FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. 3. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING, SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO AND INCLUDING THE CAP, BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR EXTENDING DOWNSPOUT THROUGH CAP, 4. INSTALL PIPES CLEAR OF PORCHES, BOLLARDS, AND OTHER BUILDING APPURTENANCES PVC PIPE DOWN SPOUT 8"x8" 12" Ø 15" Ø 18" Ø SCHEDULE 10"x10" 12"x12" 15" Ø 4"x6" 9"x9" 12" Ø 6" 1'4" MIN EXTERIOR DOWNSPOUT COLLECTOR TAPPING SLEEVE AND VALVE. NOTES: 1. INSTALLATION OF TAPPING SLEEVE AND 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 HAVE A SOIL BEATING AREA EQUAL TO THAT OF A 45° ELBOW. 3. ALL TAPPING SLEEVES SHALL BE MECHANICAL JOINT TYPE AS MANUFACTURED BY THE MUELLER VALVE SHALL OPEN CLOCKWISE 4. TAPPING VALVES FOR FIRE SERVICES SHALL BE CITY OF NEWARK STANDARD, OPENING CLOCKWISE DIRECTION AND HAVE A PRESSURE OF 200 psi. PLAN ELEVATION EXISTING PIPE EXISTING PIPE BOX & BONNET GATE VALVE ADJUSTABLE VALVE BOX FINISHED GRADE REIN. BAR THRUST BLOCK POURED AGAINST UNDISTURBED SOIL MECHANICAL JOINT TAPPING SLEEVE WATER MAIN CROSSING UTILITY 4'-0" MIN. COVER 4'-0" MIN COVER ALTERNATE CROSSING FINISHE GRADE RETAINING CLAMP US PIPE DUAL PURPOSE SLEEVE OR EQUAL. AS REQUIRED AS REQUIRED AS REQUIRED 18" MIN. SANITARY SEWER 12" MIN. SANITARY SEWER 18" MIN. SANITARY SEWER 12" MIN. SANITARY SEWER 2'-0 MIN 3'-0" MAX 45° RESTRAINED JOINT FITTING (TYP.) NOTE: THRUST BLOCKS REQUIRED FOR ALL BENDS & FITTINGS PVC WYE BRANCH A A 45° BEND 4" OR 6" PVC SCH 40 OR SDR-35 2,000 PSI CONCRETE ENCASEMENT EXISTING LATERAL "FERNCO" TRANSITION COUPLING OR APPROVED EQUIVALENT PVC CLEANOUT WITH BRASS CAP 4" - 45° ELBOW "FERNCO" TRANSITION COUPLING OR APPROVED EQUIVALENT EXISTING LATERAL 2,000 PSI CONCRETE ENCASEMENT 4" OR 6" WYE BRANCH SECTION "A-A" PLAN 45° BEND 3'-0" MIN GRADE 1/4" PER 1' MIN. FLOW PAVEMENT 6" MIN. PVC SDR-35 GRAVITY SEWER PIPE 2,000 PSI CONCRETE 6" ALL AROUND (TYP.) UNDISTURBED SOIL PVC SEWER MAIN CURB FACE AS DIRECTED 1'-6" 02 04 05 SANITARY SEWER LATERAL AND CLEANOUT 07 08 09 10 12 13 14 010611 15 4-1/2" 6" 6'-0" 9" 1/4" 1/4" 6" 5" 2-1/8" 2-7/8" 2-1"Ø HOLES 5" 2" 3" 2" 9" SEAL 1/2" DEEP HOLE W/ MORTAR 2-#3 REBARS #6 @ 2'-6" LONG SECTION PRECAST CONCRETE WHEEL STOP NOTES FOR ADA COMPLIANCE CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAPPED) ACCESSIBLE COMPONENTS FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER-BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EGRESS, SHALL COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDED, BUT ARE NOT LIMITED TO THE FOLLOWING: a. PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) IN ANY DIRECTION b. CURB RAMPS - SLOPES SHALL NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. CURB RAMPS SHALL NOT RISE MORE THAN 6" WITHOUT A HANDICAP RAMP. c. LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, SHALL PROVIDE POSITIVE DRAINAGE, AND SHALL NOT EXCEED 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) CROSS SLOPE. d. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - SHALL PROVIDE A 36 INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL, (CAR OVERHANGS CANNOT REDUCE THIS MINIMUM WIDTH), THE SLOPE SHALL BE NO GREATER THAN 1:20 (5.0% OR 5/6” PER FOOT) IN THE DIRECTION OF TRAVEL, AND SHALL NOT EXCEED 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), AN ADA RAMP WITH A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM DISTANCE OF 30 FEET, SHALL BE PROVIDED. THE RAMP SHALL HAVE ADA HANDRAILS AND “LEVEL” LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) FOR POSITIVE DRAINAGE. e. DOORWAYS - SHALL HAVE A “LEVEL” LANDING AREA ON THE EXTERIOR SIDE UP THE DOOR THAT IS SLOPED NO MORE THAN 1:48 (1/4” PER FOOT OR NORMALLY 2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA SHALL BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS (SEE APPLICABLE CODE SECTIONS). 2. IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE OFFICIAL PRIOR TO COMMENCING WORK. 3. AT ALL CROSSWALKS, GC IS TO MAINTAIN A MAXIMUM 2% CROSS SLOPE AND MAXIMUM 5% RUNNING SLOPE. NOTIFY ENGINEER OF ANY DISCREPANCIES IN FIELD. 4. CONTRACTOR SHALL ENSURE A MAXIMUM OF 1/4" VERTICAL CHANGE IN LEVEL ALONG THE ACCESSIBLE PATH. WHERE A CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" EXISTS, CONTRACTOR SHALL ENSURE THAT THE TOP OF 1/4" CHANGE IN LEVEL IS BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 5. OPENINGS (GAPS OR HORIZONTAL SEPARATION) ALONG ACCESSIBLE PATH SHALL NOT ALLOW PASSAGE OF A SPHERE GREATER THAN 1/2". 16 A A B B SECTION A-A SECTION B-B 4'-0" FRAME AND GRATE VARIABLE 1'-10" 8" 3" 11" LADDER RUNGS SEE DETAIL CD-602-1.3 & 1.5 BICYCLE SAFE GRATE AS SHOWN IN CD-602-1.8 NOTE: FOUNDATION AND INVERT TO BE CONSTRUCTED IN 2 STAGES. TOP SURFACE OF STAGE 1 TO BE LEFT ROUGH. A - INLET (TYP.) DRAINAGE CAMPBELL MANHOLE FRAME & COVER PATTERN NO.1203 ADJUST TO GRADE W/ MAXIMUM OF 3 COURSE BRICK DOGHOUSE OPENING IN MANHOLE WALL TO BE FILLED W/ CONCRETE PORTION OF EXIST. PVC TO BE REMOVED (WITHIN WALL OF MANHOLE) 8" THICK CLASS D CONC. BASE SLAB 3/4" CLEAN CRUSHED STONE5" 36" 5" THICK CLASS C CONC. WALLS PROPOSED PVC PIPE (SEE PLAN FOR SIZE & INVERT) 48" EXISTING. PVC TO REMAIN - TYP EXISTING. PVC TO REMAIN - TYP A A B B MANHOLE EXISTINGPROPOSED EXISTING 6" 48" SECTION A-A SECTION B-B DOGHOUSE MANHOLE W/ FRAME & COVER (TYP.) ROUND FLANGE PLAN C C SECTION C-C LABEL 39" 32" 24" 25 3 4" 1 3 8" 8" 1. MATERIAL: GRAY CAST IRON, ASTM A48-83 CLASS 35B. 2. AASHTO M525-44 HIGHWAY LOADING. 3. BEARING SURFACE AT SEAT OF COVER AND FRAME SHALL BE MACHINED FOR UNIFORM FIT. 4. COVER SHALL HAVE SIX (6) 3 4" DIAMETER VENTS. 5. CASTING SUPPLIED WITHOUT SURFACE COATING. 6. CAMPBELL FOUNDRY PATTERN NUMBER 1203 OR APPROVED EQUAL. PICKHOLE DETAIL NOTES CAMPBELL MANHOLE FRAME & COVER PATTERN NO.1203 W/ LABEL " SANITARY SEWER" OR "STORM SEWER" DEPENDING ON USAGE MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION INVERT ACCORDING TO PLANS/TAKE OFF NYLOPLAST 12" AREA DRAIN (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 4 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. 5 - DIMENSIONS ARE IN INCHES 6 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL INFORMATION & DRAWING NO. 7001-110-364 FOR N-12 HP BELL INFORMATION. (B) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 3. HUB ADAPTOR SHALL BE PVC PER ASTM D3034 (SDR SAME AS LATERAL PIPE). 2. SECURING CLAMP SHALL BE SS#301 (BEND AND HOUSING), SS#305 (SCREW) 1. RUBBER SLEEVE SHALL CONFORM TO ASTM-C443. NOTES: RUBBER SLEEVE PVC HUB ADAPTOR PROPOSED INSERTA-TEE UNDISTURBED SOIL PIPES SIMILAR) (CONCRETE & CORRUGATED V.C.P. OR POLYETHYLENE * SEE MANUFACTURER'S EXISTING D.I.P./P.V.C./A.C.P./ SECURING CLAMP CORE-DRILLED SOLID WALL HOLE * DIMENSION SPECIFICATIONS FOR STAINLESS STEEL (SEE PLAN FOR SIZE) (SEE DETAIL) PIPE BEDDING PROPOSED LATERAL CONNECTION PIPE AT 60° ANGLE MAX. FITTING POSITIONED ON INSERTA - TEE MANUFACTURER RECOMMENDATIONS (SEE PLAN FOR SIZE) PIPES SIMILAR) (CONCRETE & CORRUGATED V.C.P. OR POLYETHYLENE EXISTING D.I.P./P.V.C./A.C.P./ CORE DRILL HOLE PER INSERTA TEE CONNECTION Tree Caliper Root Ball Depth 2'' - 2.5'' 18'' 2.5'' - 3'' 3'' - 3.5'' 3.5'' - 4'' 4'' - 4.5'' 20'' 20.5'' 24'' 26'' CHART OF ANSI Z-60.1Applicable to Individual new trees 5'- 0 +/- 5'-0'' 5'- 0 +/- STREET TREE 2" MULCH LAYER 5''x 1 4'' STEEL, ALUMINIUM , OR RECYCLED PLASTIC EDGING. SET SPIKES 12'' O.C (4 PER EDGE) OPTIONAL:STANDARD DPR WICKET FENCE WITH INTEGRAL STEEL EDGE OR TREE GUARD GRANITE COBBLE PAVEMENT ON SAND SETTING BED STRUCTURAL SOIL MIX COMPACTED TO 95% DENSITY COMPACTED SUBGRADE EXISTING SOIL EXISTING CONCRETE SIDEWALK LONGITUDINAL SECTION TREE PIT 0317 18 ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC NEW JERSEY CONSTRUCTION DETAILS NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/ 28/2026 AS SHOWN C108 11 OF 13 H.M.A. 9.5 M64 SURFACE COURSE, 2" THICK H.M.A. 19 M64 BASE COURSE, 4" THICK 4" COMPACTED D.G.A. SUB-BASE COURSE CUT-LINE FOR TIMBER SHEETING LEFT IN PLACE SUITABLE BACKFILL COMPACTED IN 12" LIFTS SHEETING REQUIRED MATERIAL 'A', SEE CHART 1 SEWER PIPE MATERIAL 'B', SEE CHART 1 UNDISTURBED SOIL DEPTH VARIES 2' 4" 2" SAW CUT EDGE SEE NOTE UTILITY SANITARY & STORM SEWER MATERIAL 'A' MATERIAL 'B' COMPACTED DENSE GRADED AGGREGATE 3 4" CLEAN CRUSHED STONE 1.5' UNLESS OTHERWISE NOTED ON DRAWINGS (2.75 ON SANITARY PIPES) MIN DEPTH TO TOP OF PIPE NOTE: 1. REPAIR WIDTH AND LENGTH (MILLING & PAVING), TO BE A MINIMUM OF 12" PAST TRENCH OPENING OR AS DIRECTED BY THE ENGINEER. 2. CITY OF NEWARK REQUIRES UTILITY TRENCHES TO BE MILLED AND RE-PAVED A MINIMUM OF 10' WIDE 4" STORM & SANITARY PIPE TRENCH DETAIL (TYP.) 8" 12" 24" O.D. 24" LIMIT OF EXCAVATION TWO (2) INCHES OF HOT MIX ASPHALT SURFACE COURSE. TACK COAT USE FOUR (4) INCHES OF BITUMINOUS STABILIZED BASE COURSE. SIX (6) INCHES OF QUARRY PROCESS STONE (QP) AS A SUB-BASE. COMPACTED SUBGRADE BITUMINOUS CONCRETE (TYP.) 2" 4"6" PAVEMENT REPAIR (TYP.) ASPHALTIC CONCRETE STABALIZED BASE COURSE, MIX I-2, 4" THICK ASPHALTIC CONCRETE TOPPING COURSE, MIX I-5, 2" THICK CONC. CURB SAW CUT EDGE EXISTING ROADWAY CONC. SDWK VARIES VARIES SUBGRADE D.G.A. 4" MIN BASE COURSE PLANTING STRIP DRIVEWAY NEW 6'' THICK SIDEWAY BACKEDGE OF SIDEWALK 5'' THICK SIDEWALK (TYP.) VARIES DEPRESSED CURB 8''X8'' CONC. CURB A PLAN ELEVATION 3' 3' 2'' 16'' 18'' 1 2''THICK , NON-EXTRUDABLE FIBROUS BITUMASTIC MATERIAL FOR EXPANSION JOINT (TYP) SECTION A-A DEPRESSED DRIVEWAY MIN. 3'VARIABLE DISTANCE MAX. GRADE 8% 6'' 16'' 6'' 2'' TOP OF PAVEMENT CONCRETE CURB DETAIL (TYP.) 1/2" PREFORMED EXPANSION JOINT SEE ASPHALT PAVEMENT DETAIL SEE SIDEWALK DETAIL CONCRETE SIDEWALK D.G.A. HMA BASE COURSE HMA SURFACE COURSE W/ TACK COAT 6" 18" 9" 6" 1. DEPTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THE PAVEMENT LESS 1/2" . 2. 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, TO BE INSTALLED BETWEEN CURB AND CONCRETE BASE COURSE. COMPACTED SUBGRADE DETAIL NOTES 6" SQ X 3/16" WALL 2" SQ X 14 GA AVAILABLE CUSTOM HEIGHTS NOM HEIGHT (A) 3' - 0" 3' - 6" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 4" SQ X 11 GA 3" SQ X 12 GA 2 1/2" SQ X 12 OR 14 GA POST OPTION (C) FENCE SECTIONS USING 1" PICKETS WILL TOTAL 18 PICKETS PER SECTION. 4. FOOTING WIDTH TO BE (4) X POST WIDTH. 5. FENCE SECTIONS USING 3/4" PICKETS WILL TOTAL 19 PICKETS PER SECTION. 3. SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER.. *3 RAIL W/ 1 ROW OF RINGS 5' HIGH IRON FENCE REFERENCE NUMBER 2812-074. 2. DO NOT SCALE DRAWINGS. DETAIL NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 6. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info 5' E 2" 6" 3 13/16" 3 15/16" POST TOP 3 7/8" E ____ " POST LENGTH D ____ " PICKET SIZE ____ GAUGE C ____ " POST SIZE ____ GAUGE B ____ " NOM SECTION LENGTH A ____ " NOM HEIGHT F ____ " FACE TO FACE OF POSTS W/ BAR STD. FLAT MOUNT BRACKET SOLID OR3/4" PICKET OPTION (D) 3/4" SQ OR1" SQ 18 GA 14 GA 16 GA INDUSTRIAL DRIVE REVIT SQ. POST "C" SQ. PICKET "D" 1 3 8" X 1 1 2 " U CHANNEL RAIL "B" NOMINAL CENTER TO CENTER "F" FACE TO FACE RAIL BRACKET RING� CORNER OF N ARLINGTON AVE & PARK AVENUE, WEST 177-183 N ARLINGTON AVE 169 N ARLINGTON AVE 161 N ARLINGTON AVE 155 N ARLINGTON AVE CORNER OF N ARLINGTON AVE & SUMMIT ST, WEST ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: NEW JERSEY DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC N ARLINGTON AVE STREET PHOTOS 1 NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/28/2026 NONE P100 12 OF 13� CORNER OF N ARLINGTON AVE & PARK AVENUE, EAST 182 N ARLINGTON AVE 170 N ARLINGTON AVE 160 N ARLINGTON AVE CORNER OF N ARLINGTON AVE & SUMMIT ST, EAST SPACE INTENTIONALLY LEFT BLANK ENGINEERING & CONSTRUCTION GROUP LLC BRIAN S. GRANT PROFESSIONAL ENGINEER NJ LICENSE # 24GE04284500 DATE: DWN BY: CKD BY: SCALE: DESIGNED BY: DRAWING #: SHEET #: CLIENT PROJECT #: SIGNATURE & SEAL GECG PROJECT #: PROJECT LOCATION: PROJECT OWNER: PROJECT TITLE: NEW JERSEY DRAWING TITLE: ENGINEER (CIVIL): 211 WARREN STREET NEWARK, NJ 07103 PH: 973-358-5020 FX: 732-377-8612 EMAIL: [email protected] CERT. OF AUTHORIZATION #: 24GA28146200 DRAWING DISCLAIMER: GRANT ENGINEERING AND CONSTRUCTION GROUP, LLC REV# REV DATE DESCRIPTION THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED AND TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF GRANT ENGINEERING & CONSTRUCTION GROUP, LLC N ARLINGTON AVE STREET PHOTOS 2 NORTH ARLINGTON AVE APARTMENTS AIVILO & PARTNERS 177-183 NORTH ARLINGTON AVE BLOCK 361 LOTS 5 & 6 EAST ORANGE ESSEX COUNTY JC QMD BSG 125040 01/28/2026 NONE P101 13 OF 13� PLANNING AND ZONING BOARD. ZONING DETERMINATION amor east ORANGE ren Case # PBA-03-26-0003 EAST ORANGE, NEW JRSEY07018 TO BE COMPLETED BY APPLICANT Tee AIVILO & PARTNERS, LLC Name of Appcant: 5 dest ptm 1% ROVE ST. SUITE 4 MONTCLAIR. Ny 0042 Teens: 201341054 Nam of Owner (1 diferent rom applicant): adress of owners 21 TUXEDO PLACE, VAUXHALL NJ 07088 Subject propery: adress; 17183 NORTH ARLINGTON AVENUE, EAST ORANGE, Nj 07017 Tocap Block 1g tots 5&6 ma SR a Dimensions Frontage: Dept Totalacen: Restrictions, covenant, essements, association bylaws, exiting o proposed on the property: Yes attach copies): No: proposed: Vote Gee, oT, Chee, SHAE vs, 3g epee FRO Sedo foie 0d mtb ites needy urinating n rer be 5 proposed se: THE DEVELOPMENT PROPOSES 16 UNITS AND SSTORIES THISWILLBEA 100% __ AFFORDABLE SENIOR HOUSING DEVELOPMENT WITH AMI RANGING FROM 30 50% PLEASE REVIEW BXGCUTIVE SUMMARY FOR ADDTIONAL INFORMATION. Presentuseof the premises: VACANT TO BE COMPLETED BY 0MING OFFICER Robert Lawson Carfed oy Zoning Ofer Upon review of the above prefect documents, the following has been determined: o The projects sone: North Arlington Redevelopment Area proposed wes. KK Permitted in the zone Case # PBA-03-26-0003 Conditionally pemited in th tone G Not permis i th sone The encosed project proposal meets soning requicements 3 The enclosed project proposal does NOT meet soning requirements for he following reson): Us i not permed," variance reuired Uses condionaly permite, and requis sie pan approval 0 ropes pojct dos nat meet te follwing dimension requirements: ' Side var Setbacks (Requred: 15 [10 proposed: 20/4) o Front Yard etbaces (Recured Proposed ) 5 Rear Yard Stace Recuired: Propased: 0 Minimum ot Size (Required: i —) © Lot Width (Required: Proposed y © Lot Depth Required: Proposed. © Lot Coverage (Required: Proposed Be —— Ce —— © Het (eure: Cri — Density (Required: Proposed 5 Of See Loading (Reared: ropes ) 5 oter. The proposal mst be heard by the following board: © Zoning Soad of Adstment X Paring Soars The folowing approvals are required: 3 Se Plan Approval a Subdision Approval variance ‘Kor © Major 5 ose © Minar Minor X Suk Variance sc above) SLY | NE AR. ORS (SIs PL Proliminary and final major site plan: Residental uses. 1.970 750, plus $10 per dwelling unit. Note fees may be adiusted 1 ll TR OE 2 So ons A MR [Bul variance: $200 per project or $75 per individual bulk variance, [$200 | Hichever is greater. Note fees may be adjusted. KE A SRN 7 Ag 1 5.0 A Ce i Le mE eee RR NN Se] Ne RE a | FR RR SE 4 des 0 Wl 5 RR WL LEE EL 7 TS EA AL TS NES YO Ea) Residential site plan, preliminary approval: Over 100 nits [520,000 [Final approval: 33% of preliminary approval sen ——— “Additonal escrow may be required. (CL S157E3) TOTAL DUE: 28,720.00 Reginald Jenkins, Jr., Esq. [email protected] 973.327.0248 Reply to Livingston office February 12, 2026 VIA EMAIL AND FEDERAL EXPRESS Alicia Cohen, Director Department of Policy, Planning & Development The City of East Orange 44 City Hall Plaza East Orange, NJ 07018 Re: Codification of North Arlington Avenue Redevelopment Plan Dear Ms. Cohen: As you know, I represent Aivilo & Partners, LLC, the proposed redeveloper of the properties located at 177 North Arlington Avenue (Block 361, Lot 5) and 183 North Arlington Avenue (Block 361, Lot 6). Alivio proposes to acquire and assemble the properties to construct a five-story residential building including 116 Units, of which 100% will be affordable units between 30% of AMI and 120% of AMI, and approximately 2,500 square feet of supportive services/office space, and structured parking garage for 100 parking spaces, as well as certain other on-site and off-site improvements, all of which will focus on senior health and wellness (the “Project”). Until recently, Aivilo understood that these properties were subject to the terms and conditions of the North Arlington Avenue Redevelopment Plan (attached). However, due to what appears to have been a procedural oversight, the redevelopment plan may not have been adopted by the City Council following the Planning Board’s review. Obviously, without the redevelopment plan in place, the Project cannot move forward. Therefore, we ask that the City take immediate steps to secure the Council’s final approval and adoption of the North Arlington Avenue Redevelopment Plan. In addition, the question was raised to Aivilo as to whether the plan as currently written allows senior housing as a permitted use. To avoid any future confusion, we would request that the Section 4.2 Principal Permitted Uses be expanded to expressly include age restricted/senior housing. � Alicia Cohen, Director February 12, 2026 Page 2 Finally, as we have repeatedly noted, time is of the essence for Aivilo. It is currently under contract for, and under a tight timeline for the completion of its purchase of the 177 North Arlington Avenue parcel as well as to secure the needed State funding for this affordable project. It is therefore imperative that we move as quickly as may be possible. Very truly yours, /s/ Reginald Jenkins, Jr. Reginald Jenkins, Jr. RJ/hf� TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200 PROPOSED SITE IMPROVEMENTS PRELIMINARY AND FINAL MAJOR SITE PLAN 275 CENTRAL AVENUE ESSEX COUNTY, NEW JERSEY CITY OF EAST ORANGE BLOCK 420, LOT 9.02; TAX MAP SHEET #42 - LATEST REV. DATED 04-1992 FOR LENFAM MANAGEMENT CO. PREPARED BY WWW.DYNAMICEC.COM DYNAMIC ENGINEERING CONSULTANTS, P.C. NEWARK, NJ 07102 50 PARK PLACE - SUITE 901� TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200� TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200� PICK-UP WINDOW TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200� D H Y TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200 ” ” ”� PICK-UP WINDOW TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200� TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200� TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200 “ ” ” ” “ ”� TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200� TIAGO F. DUARTE DANIEL T. SEHNAL ã www.dynamicec.com LAND DEVELOPMENT CONSULTING ●PERMITTING GEOTECHNICAL ● ENVIRONMENTAL TRAFFIC ●SURVEY ● PLANNING & ZONING Offices conveniently located throughout the United States: New Jersey | Delaware | Florida | Maryland | Pennsylvania | Texas 50 Park Place - 9th Floor Suite 901 Newark, NJ 07102 T: 973.755.7200� Inglesino Eau Parco aT loaner | Taylor. pit Cha Tayor — Attorneys at Law EA November 21, 2025 Janis I Nelson, Land Use Administrator Division of Comprehensive Planning City of East Orange 44 City Hall Plaza East Orange, NJ 07018 Re: Applicant: Spylen Benefit, Inc. ‘Wendy's Restaurant Property: 275 Central Avenue, East Orange, NJ 07018 Block 420, Lot 9.02 Application for Preliminary and Final Major Site Plan Approval Our File # 1633-07390 Dear Ms. Nelson: This firm represents Spylen Benefit, Inc. (“Applicant”) in connection with an application for preliminary and final major site plan approval at 275 Central Avenue, East Orange, New Jersey, which is identified as Block 420, Lot 9.02 on the official tax maps of the City of East Orange (the “Property”). The property is located in the C-1 Zone. ‘The Applicant proposes to renovate the existing Wendy's Restaurant on the Property by removing an approximately 246 square foot greenhouse adjoining the restaurant dining room and constructing a building addition of approximately 406 square feet at the rear of the restaurant for a walk-in freezer. Applicant also proposes to refresh the exterior of the restaurant, including the installation of a double drive-thru lane and a bike pad. Additional improvements to landscaping, signage, menu boards, parking, and striping are also proposed. ‘Enclosed for site plan review purposes, please find the following: 1. Two (2) copies of completed Planning and Zoning Board Zoning 2. Two (2) copies of Land Use Application and Site Plan Review Checklist. 3. Two (2) copies of Ownership disclosure statement. 4. Two (2) copies of Deed dated February 20, 1987. 5. Two (2) copies of Major Site Plan checklist. 6. Two (2) sets of Site Plan prepared by Dynamic Engineering revision date November 5, 2025. 7. Two (2) sets of exterior elevations prepared by Harrison French & Associates, LLC, dated November 10, 2025. 8. Certified check in the amount of $780.00 representing the application fee. . Janis I. Nelson, Land Use Administrator | November 21, 2025 Page 2 _— 9. Certified check in the amount of $3,325.00 representing the escrow fee. 10.9 Form. Please do not hesitate to contact me if you have any questions or require anything further. Thank you. Very truly yours, John . Wycishala John P. Wyciskala Pwr cc: Spylen Benefit, Inc. (via e-mail with enclosures) Robert Lawson, Zoning Officer (via e-mail with enclosures) CASHIER'S CHECK 2294982 £3 Valley pra PAY Seven Hundred Eighty and 00/100ths Dollars DATE: 10/23/2025 TOTHE CITY OF EAST ORANGE $780.00 o NON NEGOTIABLE —— 9 Valley } (CASHIER 'S CHECK } i a BE J 2294982 "DATE! 10/23/2025 PAY Seven Hundred Eighty and 00/100ths Dollars. $780.00 : ET — ®229L,98 2" 1202120438318 00LA297LS0" CASHIER'S CHECK 2294983 92 Valley SRE ir PAY Three Thousand Three Hundred Twenty-Five and 00/100ths Dollars DATE: 10/23/2025 TOTHE CITY OF EAST ORANGE $3,325.00 oF NON NEGOTIABLE pps ni ncn [RCS Te —— a CE — 9 Valley | CASHIER'S CHEEK i $1: ; / 224553 Fo > ; rn BS a ang SOOOODOHEETERN PAY _ Three Thousand Three Hundred Twenty-Five and 00/100ths Dollars $3,325.00 : SEES JO mes re A EHS Succ EAE, *229L,983" 1202120438311 OOLA297LS0w City of East Orange Department of Policy, Planning and Development LAND USE APPLICATION & SITE PLAN REVIEW CHECKLIST COMPLETE: ‘OFFICE USE ONLY: Applicant Information: Type of Proposal: on # Date: _11/21125 B Now saeman Sts dn NameSpen Bene ine | C NewNonResdental Secure Block: — Address: 1534 Route 23 North Dr ast LT ———— Wayne, NJ 07470 3 Cer Telephone 973-865-6640 | DawFiled: Date Action Required By: _ Alternate Tel:973-947-7134 (attorney) Fax Sheled SPRDwelsy Alternate Fax: Email cslenas@aol com Due of Publication Notice: Hearing Date: Determinstion of Completion Verified By: Subject Property Information: StrectAddress:275 Central Avenve Block (3: 420 Lot( 902 Case: Zoning Districts): C-1 Master Plan Designation: Dimensions: Frontage: 222.04 ft Depth: 323091 Total Area: 55.101 sf (1.265 acres) Preseat Use(s): Limited service restaurant with drive thru; automotive glass replacement shop Proposed Use(s): ‘Same as present. Applicant is proposing modification to its existing drive-thru facilities and a building renovations. including a buiding addition of approximately d0SSE Contact Information: Soylen Benefit. inc a APPLICANT. Name: SpylenBeneftine priory Perr — | Et ———— | Ea EEE | 0 maids ATTORNEY- Name: John P. Wyciska, sa. Ingesino Taylor ___________ | Pewmrilis ws immer Address 600 Parsigpany Road. Sue 204. Parsippany NUOTOSE | sesso sper % | Tephone) sz20a22134— | Iepanenny Email FES = ie oy Spr pave | fi CE LC — on 5 cr | ENGINEER - Name: Daniel Sehnal, PE. Dynamic Engineering | Sorin ove Address: 50 Park Place Suite 901 Newark NJ 07102 emg to tes ss Telephone(s: S73-1557200 ra come en Facsimil(s): a or oy ot rd nt Email; __Gsemaig@jnamices com Sti a | ARCHITECT / Name: Warren Nagey. AIA CDG Architects, Inc tn bos rs PLANNER. Address: 3700 O'Donnel Steet. Sule 200 Ballmer, MD 21228 | wena + 0 0% | po — Pam) OO Ses ataneadadosre 1 Application Represents A Request For the Following: 1SUBDIVISION: Minor Subdivision Approval Subdivision Approval [Preliminary] Subdivision Approval [Final] Number of bts to be created Number of propased dwelling units (nciuding remainder loo Qt appicabley SITE PLAN: Minor Site Plan Approval XT Frlimnary Sit Fa Appron! [Phases tapes 1 X Final Site Plan Approval [Phases (f applcabry | Amendment or Revision to 3n Approved Site Pian Area 0 be disturbed (square feet) 15,7505) S.. Toul number of proposed dwelling unis NA ————————____ Reduest for Waiver From Sit Plan Review and Approval Reason for request: I — — ppeat decision of an Admiaistative Officer [N.1S. 40:55D-700] Yih or Ordinance nterprecion of Special Question (N15 Ave. 0b) ——— Variance Relic (hardship) NJ. 40-5D.Toot Variance Rele (substantial benefit) [N.J.S. 40-55D. 702 ——— Variance Rele (use) INS. 4055D. 704) — Conditional Use Approval [N.IS. 40:55D-7] Spey O12 erm or 4 structure bed of a mapped sre, public drainage way, or flood control basin NTS d0:58D.34) ——— Directistuance of a permit for ot lacking sest frontage (v.15. 4050-35 2: Sections) of Ordinance rom which a variance i requested: N/A ct — 3 Waivers Requested of Development Standards and/or Submission Requirements: attach additional pages as needed] eplant requests a waver forth submission oan Enviormentat formation Statement The site is ful Has this application been heard before the board? YES “NO Iso, please list date of hearing/adoption —_— ‘Was the case denied or approved? n/a OAPPROVED 0 DENIED 2 SPR ADVISORY COMMITTE - OFFICE USE ONLY HAVE COMMENTS BEEN RECEIVED FROM THE FOLLOWING LOCAL AGENCIES: 0 Department of Policy, Planning and Development GS Department of Public Works © Department of Property Maintenance 9 Department of Fire Department of Tex Assessment 3 Department of Tax Collector TO Department of Water 0 Departmentof Health ARE THE ORDINANCE STANDARDS FOR SITE PLAN REVIEW MET? Each ofthe discretionary standards for site plan review in your ordinance would be listed, and they would be. checked off as met or unmet 1 2 3 a s. 6 2. 8 9. 10, — 0m 6 City of East Orange Planning Board and Zoning Board of Adjustment Notice to Applicant Schedule of Meetings ‘The Planning Board and Zoning Board of Adjustment regular and special meetings are posted in the. Offic of the City Clerk. The Planning Board meets the first Wednesday of every month at 7:00 p.m. and the Zoning Board of Adjustment mes the second Wednesday of the month at 7:30 p.m. Both the Planning Board and the Board of Adjustment meetings are held in City Council Chambers on the first floor of City Hal, 44 City Hall Plaza, East Orange, New Jersey. Special meetings are held at the call of the chairman, as provided by law. Filing the Application STEP ONE Complete a Zoning Determination and obtain a site plan from a licensed architect, engineer and surveyor. Submit the Zoning Determination Form (complete the frst page) and one copy of your site plan to Robert Lawson, Zoning Officer Applicants must first submit a copy of their site plan to the Zoning Official, Robert Lawson. Mr. Lawson's Office is located in the Basement of City Hall in the Department of Policy, Planning & Development. Applicants must complete the front portion of the Zoning Determination form (also known as the “Green Sheet"); Mr. Lawson will complete the back portion of the Zoning Determination and tabulate applicant's fees. These fees should also include a $10.00 cost for the 200-foot radius map of the subject location and a lst of property owner's within 200 fect. Different types of application require different submissions. The Site Plan Submission Requirements lis all that is required on site plans for any development and major or minor subdivisions. Applicants should make sure their attomey and architect have received a copy of the site plan submission requirements. Applicants and their architect, please note, only licensed land surveyors may show existing conditions and exact locations of physical features on a survey, including metes and bounds, drainage, waterways, specific utility locations and easements. Thereafter, the survey information may be transferred by a licensed professional engincer to a ste plan prepared by the engineer. ‘The site plan onto which survey information has been transferred must “duly” note the date of the survey in addition to who prepared the survey and for whom the survey was prepared. Failure to submit this documentation as defined will result in an automatic rejection of the submission until the defect is remedied. 1 STEP TWO Submit your completed and certified zoning determination (green sheet signed by the Zoning Official) payment of fees, the executed Land Use Application & Site Plan Review Checklist, eight (8) copies of the site plan, corporation and/or LLC formation documents, any deeds required and the signed W-9 form to the Division of Comprehensive Planning. Applicants should submit a money order or certified cheek for payment payable to the City of East Orange, (all documents to be submited by digital form and hard copies) the completed application, together with any other required documents, two (2) copies of the site plan and the completed and certified zoning determination (green sheet) to the Division of Comprehensive Planning located in the basement of City Hall. Once the applicant has paid the required fees, the applicant will be scheduled to be heard before the Preliminary Site Plan Advisory Committe. A property owners’ list and radius map will be requested on behalf of the applicant and submitted to the applicant's architect to add to the site plan. The applicant and or architect will then submit on or before the initial site plan review date two (2) site plans in accordance with the site plan review checklist The Site Plan Review Committee will review the site plan for compliance with the site plan submission requirements of the Municipal Land Use Ordinance and determine whether the applicant is required to make revisions and resubmit the site plan to the committee or whether the applicant may continue to the next stage of the application process. Preliminary Site Plan Subcommittee Minutes will be forwarded to the applicant or the applicant's attomey via facsimile and regular mail. Applicants will be scheduled for Planning Board or Board of Adjustment meetings upon advisement of the Preliminary Site Plan Review Committe. Applicants for Minor Site Plan Review will be so scheduled upon determination of the Zoning Officer. Minor Site Plan Subcommittee Minutes will be forwarded to the applicant or the applicant's attorney via facsimile, email and regular mail. 200 Foot radius map and list of property owners within 200 feet of the subject property. The Division of Comprehensive Planning, on behalf of the applicant, will make a request to the Department of Public Works for a 200-foot radius map and a list of property owners within 200 feet. ‘The Land Use Administrator will schedule the applicant for Site Plan Review. Site Plan Review is held every Wednesday at 10:00 am in the Planning Conference Room in the basement of City Hall (DURING COVID-19 VIA ZOOM UNTIL NOTIFIED). STEP THREE Revise site plans according to the preliminary Site Plan Advisory Committees’ recommendations, receive approval on those revisions and submit required copies of the application, minutes, zoning determination, site plan, and proof of timely noticing to the Janis Nelson in the Division of Comprehensive Planning located in the basement of City Hall. 2 JE —— Instructions: Follow all steps listed in the checklist and supply requested information. The Land Use Administrator will determine and initial what sit specific items will be needed. When you finish these steps, be sure to include the following: © CHECKLIST & APPLICATION — You will need to supply one (1) original completed checklisvappliation to the Land Use Administrator. Be sure o sign, date and notarize at the end. Keep copy for your fils. o APPLICATION FEE() aks seed ban chock or money orders payable he City of East Orange Enclosed Fee(s): $3350.00 Earn (see zoning determination form for fee amount) *CAUTION*: The Application Fec is NONREFUNDABLE. Do not apply until you are sue that 1. You have the legal building lo information 2 You have legal access to the parcel 3. You know the zoning of your property 4 You want to proceed forward in th ful site plan review and municipal board hearing process —— een First Step: Obtain Building Lot / Zoning Information “The Zoning Officer determines whether the proposed use and lot dimensions planned is ori not in conformance with the zoning laws of the Ciy of East Orange. In making this determination, the Zoning Officer primarily examines four criteria: 1 lot dimensions; 2) whether or not the lot is in conformance with the adopted East Orange Land Use and Development Code, 3) detail use of proposed activites at subject property; 4) whether property is previously subject to any prior applications. Note: Having an existing house, business or other improvements or th prevailing history of a property is nota guaran that the lot willbe recognized as a legal andlor conforming lot. Please submit with Ste Plan Review Checklist / Land Use Application, 1 copy of the following items: x Zoning Determination Form — Present the aforementioned fom to the East Orange Zoning Officer Whom will review site plans and complete zoning determination form. His office is located in the Deparment of Policy, Planning & Development (Basement) of City Hall. It is recommended that applicants submit the zoning. determination request as early as possible to the Zoning Officer. Your site plan will not be technically reviewed until he soning determination i issued. Submit the Zoning Determination Form o the Division of Comprehensive Planning. along with your application and site plans and fees a5 described in Second Step noted below. x Site Plan — provide one ste plan copy, size 22°36” to the Zoning Officer fo review. x Copy of Current Deed — all easements must be noted and atached. - Second Step: Organize & Submit Application Packet — Second Step: Organize & Submit Application Packet _____ ‘Number of Packets: Please submit one (1) packet along withthe tems listed below to the Division of Comprehensive. Planning for processing. Your application will NOT be processed without ll applicable information in his section. X 1. Application — Include the name, address and signature of the current owner of the record. Make sure all required forms ae notarized. X02. Fees - Pay all fees at time of application submission via certified bank check or money order payable to the City of East Orange. You wil be provided with a receipt indicating hat fees ae paid. N/A 0 3. Subdivision Application — If applicable, complete this document if you plan to subdivide the subject property. X 4. Assemblage Form I applicable, complet tis document if planning to assemble parcels in subject area XS Site Plans — Submit six (6) site plans. Check off cach element in the Site Plan Review checklist that is presented on your site plan while puting a line through the items that do not apply to your project. Each element Should be checked or ave a line through then. X 6. Completed and signed W-9 Form. 3 Third Step: Gather Additional Information Inca one (1 copy ith apliaton of cach em blow, where splkable. The Land Use Adin il ony iil ems thy are ean yout scan, ETN — NIA C Daily waste water flow / storm water calculations Fourth Step: Complete Certifications APPLICANT CERTIFICATION 1 the applicant, ety tha he information submited is complete and correc, understand tht the en ofthe Sit Plan Review process address the impacts of locgion and pe. of sructores and that modification may be required Site work wil nt b dogs. ry to municipal Ang board or bod of adjustment approval and sane of ding pei Signature: a — Date: | NE —, rit Noma: eas Ls certify anki LeISthat the foregoing statements and the materials submitted ar tre. | further ctf that | am the nde pplican, o ha | a an afr of th corporate applicant, o ht | am eneral parnr of the urtnrship applicant nd hat 1 am suthorzed to ign te appieaion for th Corporation. [1 the applicant s 3 Corporation sa authorized Sorporate ofice mast sigh the certification, 1 the applicant bs 3 parimerhip 3 Sener prtacr mast ign hs coriicaion) Swom ond subscribed before me this OOTY __ aay of _ CONEY, Notary Public: Siguature: = ‘ Print Name of woes: Print Ramet sis PROPERTY OWNER CERTIFICATION. Cory ha am th ecocde owner of he property which s he suet of his sppliation, ht ave athrized the appicant to make this application and tht | sgre to be bound by the pplication. the representations made. snd he accion in he sam rape 311 were te applic 1 he woes 2 sorporaion, an authorised corporat offier mast ign (is Coriication. he woes 3 PaFacrsbiy a general partner mast gh this crtncagon Swom to and subscribed before me this___ (SON ___asyor (AOE 20S Notary Public: " Signature: Name of soar: Print Nome of ow Tov gre 005 TAX COLLECTOR CERTIFICATION 1 Ceri ht ll tans du on th subject propery Bav ben paid pit th filing of tis pplication, Additionally, cen at hs off as n0 objection alowin h shove referenced cas o proceed ss shed. Property Address: 275 Central Avenue ___ fe i — I S— Applicant: Spyien Bane. Te. — _ Certified by: A —— fice ofthe Tax Callecor, Cy of Eat Orange s Fifth Step: Notice ‘Attach a copy of the public Notice to appear in the official newspaper and to be mailed to the owners of all real property, as shown on the current tax duplicate, located within the State and within 200 fet in all direction of the property, which i th subject of this application. The Notice must specify th sections of the Ordinance from which relief is sought, if applicable. The publication and the aotifcation service on the affected owners must be ‘accomplished at east 10 days prior o the hearing date scheduled by the Land Use Administrator. An affidavit of service on all property owners, post office receipts and proof of publication must be filed before the application will be deemed complete. Sixth Step: Application Submission Submit tis SPR. checklist /1and use application, fees and sit plans to the Land Use Administ in the Division of ‘Comprehensive Planning, which i located in the Deparment of Policy, Panning and Development. Application drop- offs on Tuesdays and Tharsdays of cach week. The application with supporting documentation must be filed with the Office of the City Clerk and should be delivered to the Division of Comprehensive Planning for review at least ten (10) busines days prior tothe meeting at which th application is to be considered. Submital by th “cutoff deadline docs not guarantee placement on the hearing agenda. ‘CONTACT WITH QUESTIONS: Land Use Administrator, Janis. Nelson Telephone: (973) 26626-5436 Fax (362) 30.7804 Location: Lows Level of City Hall, Cty of Est Orange, Deparment of Policy, Panning and Developmen, Division of Comprehensive Planning, 4 Cty Hall Plaza, Exst rane, NJ 07017 Office Hours: Monday through Friday $30 am 430 pm. DropoftPickup Days: ~ Tuesday, Thursday and Friday ‘Sample Sie Plan Signature Blocks I APPROVED BY THE PLANNING BOARD OF THE CITY OF EAST ORANGE AT A I | MEETING HELD ON THE DAYOF___ 20 I PLANNING BOARD CHAIRPERSON BOARD SECRETARY I fl erverere CITY ENGINEER RESOLUTION NUMBER DATE APPROVED BY THE BOARD OF ADJUSTMENT OF THE CITY OF EAST ORANGE AT | AMEETING HELD ON THE____DAY OF. 2 BOARD OF ADJUSTMENT CHAIRPERSON BOARD SECRETARY CAYCLERK CITY ENGINEER RESOLUTION NUMBER _ DATE I L .,---l (ED, DEPARTMENT OF POLICY, PLANNING & DEVELOPMENT a: (2) Eo) THE CITY of EAST ORANGE CR 44 CITY HALL PLAZA RIT EAST ORANGE, NEW JERSEY 07018 PHONE WWW EASTORANGE NI GOV Fax 973.266.5410 162.930.129 ALYCIA COHEN TED R. GREEN ACTING DIRECTOR MAYOR LAND USE APPLICATION CHECKLIST § 51-80 MAJOR SITE PLAN APPLICATION. A. The site plan for a major site plan application shall be clearly and legibly drawn by a licensed New Jersey engineer, land surveyor, professional planner of registered architect and shall be at a scale of not less than one-inch equals 30 feet All distances shall be in feet and decimals of a foot to the nearest hundredth of 2 foot, and all bearings shall be given to the nearest 10 seconds. B. The site plan for a major site plan application should be 24 inches by 36 inches in size and folded whenever possibi to 8.5 inches by 11 inches. The site plan shall be designed in compliance with the provisions on design standards of this chapter and the Major Site Plan Application Checklist and shall show or be accompanied by the following information, except that, for minor sie plans, as defined in § 51-5 herein, the data shown may be limited to that clearly showing the alterations in existing buildings or site improvements proposed: (1) Basic elements of sie plan first page. 8 Project name and short narrative description of development, including impact on surrounding uses @® Propeny address, block, lot, case number in ttle box. & Revision box and date of each revision. 6 Standard scale and North arrow (preferably on each site plan page). Size of property (include feet and acreage). & Use of land and structures indicated. Ifthe precise use of the building is unknown a the time of application, an amended plan showing the proposed use shall be required prior to issuance of a certificate of occupancy. ® Property dimensions (depth, width and frontage). 8 Key map showing the location of the subject property with reference to surrounding areas and existing stret intersections, at 2 scale of not smaller than 100 feet to the inch (hatched location of property). ® The zoning district in which the parcel is located, together with zone boundaries included within the boundaries of the parcel and within 100 feet therefrom. (Hatch property on the Zoning Map.) ® Zoning schedule analysis table (zoning district designation, required and proposed dimensions, parking requirements, variance requests) ® Structures and uses within 100 feet (Sanbom map can be obtained in Public Works Department; hatch property on map). Names and addresses of property owners within 200 feet of subject property on the original lst provided by the Tax Assessor and submitted with the application form, as shown on the current tax records of the City of East Orange, together with the block and lot numbers of each said property. N/a 0 Narrative describing nature of operation or aciviies t0 occur on th site, noting snes hours and umber of employes (1 aplcabe) X No change to existing operations; to be addressed in testimony at public hearing. N/a 0 Description of trucking activities on site, if applicable. A narrative shall describe trucking on the site; number and size of trucks used in applicant’ operation; number, size and frequency of trucks making deliveries, time of loading and unloading operations. &@ Signature block (required signatures for Board Chairperson, Board Secretary, Director of Public Works, and City Clerk). © Name and address of record owner. Ifthe owner of the premises is a corporation, the name and address of the president and secretary shall be submitted with the application. © Name and address and license number and seal of person preparing the sie plan. N/aQ Evidence of compliance with any state requirements, if applicable. B® Existing features on or adjacent to subject property: second to third page. Survey of the entire subject property (cond page only). ® Existing streets, lots, reservations, easements and areas dedicated to public use, including grants, restrictions and rights-of-way. A copy of any existing covenants, deed estrictions or exceptions covering all or any part of the parcel shall be submitted with the application. 8 Adjacent roads/driveways/steams'rivers waterways/floodplains/floodways The. distances to the nearest intersections with other public sreets shall be indicated, measured along the right-of-way lines of existing streets abutting the property, 3 Existing structures including setbacks and lot lines). Identify the location of any existing buildings on the site and all other structures, including walls, fences, culverts and bridges, with spot elevations of such buildings and structures. Structures to be removed shall be indicated by dashed line; structures to remain shal be indicated by solid lines. ® Easements (accessuiiy). The location of al existing waterlines, valves and hydrants and all sanitary sewer fies Or alternative means of water supply or sewage disposal and treatment, as well a storm drains and appurtenances, whether publicly or privately owned, with pipe sizes, grades, connections and direction of flow. Existing utility lines and connections. If any existing utility lines are underground, the estimated location of said utility lines shall be shown. Existing vegetation, topography and landscaping. Existing contours, refered to United States Coast and Geodetic Survey datum, with a contour interval of one foot for slopes ©F3% or less; an interval of two feet for slopes of more than 39% but less than 15% and an interval of five fea for slopes of 15% or more, are to be indicated by dashed lines. Include the locations of existing rock outcrops, lif faces, high points, watercourse, high-tide and low-tide levels, depressions, ponds, marshes, wooded areas, existing trees and other significant existing features, including previous flood elevations of watercourse, ponds and marsh areas as determined by survey. ND Fences and refuse area details. denify the location and type of garbage and refuse disposal facilities, including maneuvering areas. @ Existing lighting, traffic circulation, and pedestrian walkways. Identify the location, direction of illumination, power and hours of operation of existing outdoor lighting. 2 Spot elevations for propery. @ Other ste improvements (i., signs, parking meters, streetighting). Identify the location and elevation of existing signs. ® Photographs of existing property and adjacent property frontages within 200 feet of cach side of th site (separate page). The sie plan application shall also include digital photographs in formats acceptable to the Planning Board. @ Proposed/new modifications and improvements. Must show the following, including dimensions: fourth page and beyond. ® Full site layout of proposed structures (including planned streets, road orientation, dedications, demolitions, additions). The location, height and frst floor elevation of all proposed buildings or other structures, and the elevation of the finished grade at each corner of each structure, shall be indicated. At the time of application for preliminary. site plan approval, preliminary architectural plans and elevations shall be sufficient. ® Proposed lots, reservations, casements and areas dedicated to public use, including grants, restrictions and rights-of-way. A copy of any proposed covenants, deed restrictions or exceptions covering all or any part of the parcel shall be submitted with the application. Signage plan with details include height and width dimensions, elevation, letering and location). 5 Roads, driveways, parking areas and locations, circulation (ingress and egress access). Identify all proposed treats, with profiles, indicating grading, and cross sections showing width of roadway, location and width of sidewalk and location and size of utility lines conforming to the standards and specifications of the City of East Orange. Identify the means of vehicular access for ingress to and egress from the site showing in particular the size and location of driveways and curb cuts; walkways, the proposed traffic channels, if any: acceleration and deceleration lanes, i any; additonal width, if any; and any other means of controlling vehicular and pedestrian traffic. [dentify access for firefighting equipment. Identify the location and design of any off-sreet parking areas or loading areas, showing size and location of bays, aisles and barriers No proposed roads, driveways, or parking areas. ® Grading, drainage, lighting plan with isolu lines (details; location; hours of operation all shown on same sheet). Proposed contours, referred to United States Coast and ‘Geodetic Survey datum, with a contour interval of one foot for slopes of 3% or less; an interval of two feet for slopes of more than 3% but less than 15%; and an interval of five feet for slopes of 15% or more, are to be indicated by solid lines. N/aQ) The location of all proposed (including new, modified and remaining existing) waterlines, valves and hydrants and all sanitary sewer lines or alternative means of water supply or sewage disposal and treatment, as well as storm drains and appurtenances, whether publicly or privately owned, with pipe sizes, grades, connections and direction of flow. ® The location and treatment of open space, with a landscaping plan including proposed screening, landscaping and planting plans, schedule and number and variety of plants, shrubs and tees, plant/tree type, size and planting schedules (separate page). © Soil erosion and sedimentation plan (separate page). N/a0) Fences and refuse area details (include location, height, materials, colors and narrative of waste disposal methods). dentify the location and type of garbage and refuse disposal facilities, including maneuvering arcas. terior floor las include room square footages building elevation drawings (include existing grade, height above exising grad, finish grade, materials and colors) (separate pages). N/a0 The location, direction of illumination, por nd hours of operation of proposed outdoor lighting Nag Notation of cel ower locations at subject property, if applicable. Setback distances from structures to lot lines. © Environmental information statement (naraive description on impacts on air, soi, : ising environment, potable wate demands, runof, ec.) Waiver requested; fully developed site. Scope is Imited 6 minor Si improvements and building renovation. The application for a majo it plan shal include such other information or dat a3 meg be required by the Planning Board for determination that the details of the site plan are in. accordance with the standards of all ordinances of the City of East Orange. ADDITIONAL COMMENTS * Applicants are reminded to note on the plan in the title block, the date the site plan is drafted for initial review and the dates of each revision submitted for review. <7 3 & lo/iu [28 n liago Dueis TT Dyrimic Cotati (ensued RC —_— sin Due Planning and Zoning Board Zoning Determination CITY OF EAST ORANGE. 4 CITY HALL PLAZA, EAST ORANGE, New Rs ras TO BE COMPLETED 6 APPLICANT oate: May 20, 2025 Name: Spylen Benefit, inc. Ttepnone Nem of Owner: Spyien Benefit, inc. a Address of Owner: 1534 Route 23 North, Wayne, NJ 07470 SUBJECT PROPERTY Address: 275 Central Avenue Block: 420 902 Frontage: 222.04 ft Dep: 323.09 ft Totat Area: 55,101 f (1.265 acres) estons, Conan, association yaw, existing or propesdo th property: Yes(attachconies: iy: noneto Applicants pupose Knowledge tA eset, covers, xem, yds, sng ore st be tite LT T— easly understandable Engi approve PROPOSED USE noplicant proposes to remodel the existing Wendy's restaurant on the property including site plan panies ments for a double drive-thru ane. Associated improvements ty signage, menu boards, parking, and striping are also proposed. PRESENT USE The broperty is currently developed with a Wendy's restaurant with a one-lane drive-thru and erking. A one-story auto glass replacement shop exists on he aseeeer portion of the property. No changes are proposed to this building. TO 8 COMPLETED sv ZONING oFFicen aeingomear ROGET Lawson, Urn ode ta hv rect mats, hogs ends, Prosectzone: C-1 Prsomguaeis: 6 Parmitag in he zone Lo [eT — Be ————— 2 rer toes os CT mat sr ems hog ssn seismic qu ue Popes does at mest hwo mension somes: [LI —— Popes ) a So — i — [—— Pe — a —— [Io LO — I Sr —— eC ——— rw — Fr — a ——— Gover eR — THEPROPOSAL UST HEARD BY THE FLL BOG: Oem bomsthdinmers 3 mamnatons Te —— Person Osman Ovni VE Major Major Ouse Oris Ove [EI ST— ——" Preliminary and final major site plan: Nonresidential uses 80 $750, plus $10 per 1,000 square feet floor area [200 ft list P — rr — [Nonresidential site plans: Preliminary approval: 00 Final approval “ASiionst xcow may b eure. (Chapt 51-6765) TOTAL DUE: 4.115 CONSENT OF SOLE SHAREHOLDER IN LIEU OF ANNUAL MEETING OF SHAREHOLDERS OF SPYLEN BENEFIT, INC. ‘The undersigned, being the Sole Shareholder of Spylen Benet Inc. (the “Corporation”), a business corporation existing under the Business Corporation Act of the State of New Jersey, with the intention that they shall have the same effect as if adopted at an Annual Meeting of the Shareholders of the Corporation, hercby consents to and adopts the following actions in lieu of an Annual Meeting of the Shareholders of the Corporation, effective as of the effective date specified below: 1. The election of the person named below as the Sole Director of the Corporation, such person 10 have the duties and responsibilities et forth in the Bylaws of the Corporation and otherwise as determined by law, and to serve until the next Annual Meeting of Sharcholders of the Corporation and the clection and qualification of his successor or successors (subject 0 removal prior thereto to the extent and as provided in the Corporation's Bylaws and its Certificate of Incorporation andlor applicable law): Name of Sole Director Constantine Lenas 2. Raificaon of all actions taken by the Officers and Directors of the Corporation during the past year in the discharge of their duties and the exercise of their discretion on behalf of the Corporation, except for fraud or willful neglect. The effective date of this Consent is June 16, 2025. ‘The Willowbrook Inn, Inc. Sole Shareholder —> By: Constantine Lenks, President 2025-10-29 11:35 Willowbrook 973 >> p23 T i] He hain’ Nt i H DEED a wo . i DRA) 2 Ti Detismien Fobrvary 20 . 94". | PETER 5. soot, Esa 8. : BETWEEN £ ; THE MUSUML DENEFIT LIFE INSURANCE COMPANY ] 4 d H corporation ofthe sate of New Jersey & hing spoil lft 320 Broad Serect E H Newark, New Jersey 07101 refered os the Gramior, gl } wo : { [T—— ] ) ho pos afc athons 441 Minmbsink Road : Totowa, Now Jersey 07512 eed ss he Ge. he word “Grama msn a Grameen Toner of Owner, The Granor ra 300 conc (sami awnenip of) th propery 1 decried lo 0 (rae, Th rrr ade or som of : “Two Hundred FAEey Thousand Dollars (250,000.00) ! LL te ——— . Tos Map Refrnce, (51S, 4615-2) Mons of Eas: zane Back xo 430 Lovo. 38 coun No omen ts nico num i sab on te dic of th. Br, Kc et ccs 5 Prope. The propery com of hd and he bins 18 vcr on he ad in ne ty wr “Ease Orange : 1 Coums of Essex and Suc of ew Jory The leg dsripion i: HE BEGINNING at the corner formed by the intersection of the Southerly i Tine of Contral wense and the Besterly iin of Frechan hemes 4 Thence . (1) Running Along the Southerly linc of Central Avenue South 41 h Segreus 37 minuses 30 sosonds East 354-41 Feet to a point Fistent £6761 foot Worterly fram she intarssctian of ihe Sostherly Sine of Ceitral Avenus and the Westerly Tine of Hom Avenues hench + (2) South 48 degrees 2 minutes 30 seconds West 122.58 feet to line | of tomas of E. Rowland HII; thence bd (3) Along his line Nortn 60 degrees Wast 83.84 fact to an angles 1B Df] hens - 157 HE TEST] 0 stint tons nis dine ors 58 degrees 51 minutes 35 seconds 5 QT] west 275.24 F068 to aforesaid Eastoriy Lina of Ereoman Avenues mad 3 ie Thence ik EA (5) Mong Procman Avenue North 30 degrees East 222.03 feet to I £33 | Clncral Adenae and brace of BEciNING. " Ta Above description is drawn in accordance with a survey made by : estar E. Hanson, 97., dated June 34, 1960 TT BEING Lot 98, Block 420, Tax Map of the City of East Orange. A ¢ BEING the same premises conveyed to the grantor herein by deed from Fastua, Tact Cale” i Sora daead Jina 36, 1580, and ‘recorsed J 3uly"21, 550 in the office of tha Rosister of Essex Comnty in Book 653 Sage sed. i E- SIP il. i Z, 4 ; ; ! IEA i 1 ow iy KISS i i . Er : i BK4958pc 35 a . H wl 2025-10-29 11:36 Willowbrook 973 >> P33 po—— SEER R 49587 904 | | | Promises by Grate. The Grain procs i he Grater ba done a set fo ccumber the grap. Th promise cls 3 oeramt amos (, Te | anor ba ot led seyone co oobi ay al hts which cv roger pach ak ! manag or showings dn rch se” Sinus. Tis Dec fs siged snd ate byte Grats rer corpo ffir of the ae op of th nt ge s cpr Sy re i Atsted vy: RN William e. wefiÂ¥ 7 RE J. Haag, Ties Me AN STATE 0% New JERSE, county oF Een si VCERTIFY i on obras gp 1087 FARE UNRI Fl pearly can before me and thi eon scknowieded under ah, o my ststocion, is LL | Wane Ed ude ss toy sition, og 3 roiece Comrhvy he compormion amd in hs Dd; | © 1 ein i he atenin wits ote sin of is Dod by pm copes nh Dd 0 woe RelT nd Fr mt: cin of 1 bo of Duron: eo ras 1 {8 this peren Knows the proper elo th corporation which wa fad oi Dc; HS 6 hi son nd hs pro 0 at 1 eo i 0 th all and acl comidraion pido os be pid Gore wor of i s 25% 02.40 i Sacco ear ms A i Send 30d ver 1 eon on i i | 1 | eden co Tory Wl & Wi i Â¥ AE MARY R. Witczinsig HE} i o% pel 7 NOTARY iti 02 REAR ELEVATION SCALE: 1/4" = 1'-0" 4 A3.3 01LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" 2 A3.2 3 A3.2 1 A3.3 2 A3.3 3 A3.1 EXTERIOR FINISHES LEGEND PROPOSED SIGN CALCULATIONS A2.1 EXTERIOR ELEVATIONS REV. DATE DESCRIPTION ISSUE DATE PROJECT NUMBER DRAWN BY CHECKED BY SHEET NAME SHEET NUMBER SITE NUMBER: BASE MODEL: OWNER: BASE VERSION: DRAWING RELEASE: PROJECT YEAR: ASSET TYPE: CLASSIFICATION: UPGRADE CLASSIFICATION: DESIGN TYPE: WGN SEAL PROJECT TYPE: 3076 WENDY'S STORE NO: 03665 275 CENTRAL AVENUE, EAST ORANGE NJ 07018 11/10/25 16-25-96003 HFA GAS HEAT / GAS WATER HEATER GAS FRYERS / ELECTRIC GRILLES PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF NJ LICENSE NO. 21AI02302300 EXPIRATION DATE 07/31/27 REMODEL 03665 3076 FRANCHISE FREESTANDING LENFAM MANAGEMENT CO 2020 REMODEL 2025 2.0 (UM BRIGHT) SUMMER 2020 HARRISON FRENCH 3700 O'Donnell Street, Suite 200 Baltimore, Maryland 21224 t: 410.837.3622 f: 410.837.3621 & A S S O C I A T E S, L L C 11/10/2025� 01 RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" 3 A3.3 2 A3.3 SIM. 1 A3.2 1 A3.3 02 FRONT ELEVATION SCALE: 1/4" = 1'-0" 1 2 A3.1 A3.1 EXTERIOR FINISHES LEGEND PROPOSED SIGN CALCULATIONS A2.2 EXTERIOR ELEVATIONS REV. DATE DESCRIPTION ISSUE DATE PROJECT NUMBER DRAWN BY CHECKED BY SHEET NAME SHEET NUMBER SITE NUMBER: BASE MODEL: OWNER: BASE VERSION: DRAWING RELEASE: PROJECT YEAR: ASSET TYPE: CLASSIFICATION: UPGRADE CLASSIFICATION: DESIGN TYPE: WGN SEAL PROJECT TYPE: 3076 WENDY'S STORE NO: 03665 275 CENTRAL AVENUE, EAST ORANGE NJ 07018 11/10/25 16-25-96003 HFA GAS HEAT / GAS WATER HEATER GAS FRYERS / ELECTRIC GRILLES PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF NJ LICENSE NO. 21AI02302300 EXPIRATION DATE 07/31/27 REMODEL 03665 3076 FRANCHISE FREESTANDING LENFAM MANAGEMENT CO 2020 REMODEL 2025 2.0 (UM BRIGHT) SUMMER 2020 HARRISON FRENCH 3700 O'Donnell Street, Suite 200 Baltimore, Maryland 21224 t: 410.837.3622 f: 410.837.3621 & A S S O C I A T E S, L L C 11/10/2025� "A" "B" H H H H H H H H "C" 24x72 24x42 24x48 24x30 24x42 22x48 22x48 18x48 24x48 24x48 24x48 24x48 18x48 24x48 24x48 BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS BUN RACKS 22x48 REV. DATE DESCRIPTION ISSUE DATE PROJECT NUMBER DRAWN BY CHECKED BY SHEET NAME SHEET NUMBER SITE NUMBER: BASE MODEL: OWNER: BASE VERSION: DRAWING RELEASE: PROJECT YEAR: ASSET TYPE: CLASSIFICATION: UPGRADE CLASSIFICATION: DESIGN TYPE: WGN SEAL PROJECT TYPE: 3076 WENDY'S STORE NO: 03665 275 CENTRAL AVENUE, EAST ORANGE NJ 07018 11/10/25 16-25-96003 HFA GAS HEAT / GAS WATER HEATER GAS FRYERS / ELECTRIC GRILLES PROFESSIONAL CERTIFICATION: I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF NJ LICENSE NO. 21AI02302300 EXPIRATION DATE 07/31/27 REMODEL 03665 3076 FRANCHISE FREESTANDING LENFAM MANAGEMENT CO 2020 REMODEL 2025 2.0 (UM BRIGHT) SUMMER 2020 HARRISON FRENCH 3700 O'Donnell Street, Suite 200 Baltimore, Maryland 21224 t: 410.837.3622 f: 410.837.3621 & A S S O C I A T E S, L L C EQ1.1 EQUIPMENT PLAN 01EQUIPMENT PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES TACTILE EXIT SIGN ARTPACK & WAYFINDING LEGEND REFER TO RESPONSIBILITY SCHEDULE FOR ARTPACK INFORMATION MARK DESCRIPTION HAND WASHING SIGN FAMILY RESTROOM SIGN ACCESSIBLE (BRAILLE) EMPLOYEE ONLY MOBILE PICK-UP ORDER HERE FROSTY, BURGER AND FRIES COFFEE DECAL FRESH SINCE DAY ONE ACM WINK WALL 42 3 5 6 7 8 12 11 9 10 FURNITURE & FIXTURE SCHEDULE Name Remarks Furnished By Installed By DINING ROOM GC=GENERAL CONTRACTOR KED= KITCHEN EQUIPMENT DISTRIBUTER Qty OFFICE/EMPLOYEE AND SAFETY R0105 1 TRASH RECEPTACLE - 2 BIN R0511 8 CHAIR - BAR HEIGHT R0512 9 STOOL - 24" HIGH R2027 3 R2110 1 R2114 3 FREE STANDING TABLE BASE - X BASE 34" COUNTER HEIGHT KED KED KED KED KED KED KED KED KED KED KED KED KED KED KED KED KED KED KED KED R0510 28 CHAIR - STANDARD KED KED R1603 BABY HIGH CHAIR R2002 TABLE TOP - 24"x24" R2016 4 TABLE TOP - 24"x42" 2 R0104 1 TRASH RECEPTACLE - SINGLE BIN KED KED 6 TABLE TOP - 30" DIAMETER R2046 1 COMMUNITY "W" TABLE R2109 FIXED TABLE BASE - 2 TOP FIXED TABLE BASE - 4 TOP KED KED KED KED 6 R3310 1 3 KIOSK LEDGE - 89" R2111 FIXED TABLE BASE - 4 TOP (ACCESSIBLE) 3 KED KED 1 N0601 1 OFFICE CHAIR KED KED 11/10/2025�