Zoning Board Regular Meeting Agenda 5-13-2026 ZBA AGENDA_05.13.26.PDF Hearing Documents 5-13-2026 21 N GROVE ST FILED APPLICATION.PDF 21 N PARK ST BOUNDARY AND TOPOGRAPHIC SURVEY.PDF 21 N PARK ST REVISED PLANS 42926.PDF 304 PARK AVE EXTENSION APPL.PDF 1. Documents: 2. Documents:� ZB Regular Meeting May 13, 2026 1 44 CITY HALL PLAZA, EAST ORANGE, NJ 07018 REGULAR MEETING VIA ZOOM at 7:00 p.m. Wednesday, May 13, 2026 Please click the link below to join virtually: https://us06web.zoom.us/j/82647768889?pwd=ebbdQjDyRdE1O5lhSm79ps69TAGktM.1 Passcode: 484890 Join our meeting by phone: (305) 224-1968 or ( 929) 205-6099 Webinar ID: 826 4776 8889 Passcode: 484890 AGENDA 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 MINUTES OF APRIL 8, 2026 Commissioners eligible to vote: Athill, Jones, Moses, Green, McClinton-Watson, Hudson. III. MEMORIALIZATION OF RESOLUTIONS NONE EAST ORANGE ZONING BOARD OF ADJUSTMENT TED R. GREEN, MAYOR Jennifer Hudson, Chairperson Alicia Cohen, Director FAX: (862) 930-7804 PHONE: (973) 266-5486 Shirley McClinton-Watson, Vice-Chairperson Janis Nelson Land Use Administrator� ZB Regular Meeting May 13, 2026 2 IV. CALENDAR OF OLD BUSINESS 1. ZBA-25-0002 (Certified Complete 3/29/25 ; Adjourned 4/8/26 ) APPLICANT : Pardo Construction Group Inc PROPERTY ADDRESS: 32 Hamilton St. (Block 340, Lot 25) PRESENTER: Michael J. Piromalli, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks major subdivision, major site plan, use and bulk variance approval to assemble and subdivide 11 lots into 7 lots and to consequently construct a single family dwelling on each of the 7 seven lots. This site is located in the R-1 zone where the use is not 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. ZBA-25-0025 (Certified Complete 3/29/25 ; Adjourned 4/8/26 ) APPLICANT : Rowland Cherry PROPERTY ADDRESS: 433 Park t. (Block 551.01, Lot 21) PRESENTER: Javier Fuentes, AIA PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant bulk variance approval to convert a two-family dwelling into a three-family dwelling. This site is located in the TR-3 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.� ZB Regular Meeting May 13, 2026 3 V. CALENDAR OF NEW BUSINESS 1. ZBA-26-00 (Certified Complete 51/26; Expiration 6/15/26) APPLICANT : 21 N. Park Street LLC PROPERTY ADDRESS: 21 N. Park St. (Block 921, Lot 13) PRESENTER: Marsha M. Moore, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant seeks major preliminary and final site plan approval, bulk and use variance approval to construct a four-story mixed-use building containing two retail spaces and 15 residential units. This site is located in the IND-1 zone where the use is not 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. ZBA-25-0001 (Certified Complete 51/26; Expiration 6/15/26) APPLICANT : 304 Park Ave Investments, LLC/Saad Waqas PROPERTY ADDRESS: 304 Park Ave. (Block 281, Lot 11) PRESENTER: Kyana Woolridge, Esq. PROJECT DESCRIPTION: In accordance with Chapter 51, the applicant is seeking a second one-year extension on preliminary and final site approval with d(5) density for the construction of a five-story variance and bulk variance relief granted by the Board on December 14, 2022 and memorialized on January 11, 2023. The first extension was granted March 12, 2025 and expired on January 11, 2026. 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. VI. REPORTS OF OFFICERS VII. OTHER BUSINESS NONE VIII. COMMUNICATIONS AND CORRESPONDENCE The next Board of Adjustment meeting is scheduled for Wednesday, June 10, 2026, at 7:00 pm via ZOOM. IX. ADJOURNMENT� eas, East Orange City Application Date 2/26/2026 © 4 44 City Hall Plaza Application Number ~ ZBA-26-0004 >. East Orange NJ 07018 Project Name ““" (973) 266-5140 ext.5483 Project Number Zoning Board Application Worksite Location: 21 NO. PARK ST. Block 921 East Orange City NJ Lot 13 TTT Qualifier Zone IND-1-Mixed Industrial/Commercial Owner 21 NORTH PARK STREET, LLC Applicant 21 NORTH PARK STREET, LLC Owner Address 21 N PARK ST Applicant Address 21 N PARK ST EAST ORANGE NJ 07017 EAST ORANGE NJ 07017 Application Type 200 ft list, Bulk variance, Escrow, Decision (None) Final Approval, Major Site plan, Preliminat approval, Use variance, 200 ft list, Bulk variance, Escrow, Final Approval, Major Site plan, Preliminat approval, Use variance Fee $2,020 Decision Date Escrow $6,650 Decision Number Checklist Status ~~ (Administrative Checklist: Incomplete) Closure Date Additional Comments [Proposed new four story mixed residential/commercial building. 15 residential units and 2 commercial units. Application Dates (None) Conditions (None) Performance Guarantees (None) Prior Approvals (None) Professionals (None) Payments (None) (Checklist: Administrative Checklist Page 1 of | ‘Administrative Checklist x peor heck all mae in [Administrative checiist ‘dniitrativeCheckit Campinas Auton For J— 31 park ies, LLC 21. Prk Set Coponts mast Dion Sener ames 00 Zoro otemiaton oom @ 0 Zing recs comes @ 0 Lovers ptaton cme] 0 Cotcaton at ropaty ns pd odo odie ame: 0] 0 tote Towers amon 0 0 Ati toce is ame 0 0 octet res wma © 0 Ince rom Protessanss ent [1 0 Ftscor rs ame © 0 woram amos) 0 ores aman © 0 Jee— ame 0 0 ners ate of Consent wn 0 0 pid — — ls — mee [0 or mai so ST about:blank 4/8/2026 "Planning and Zoning Board Zoning Determination (CITY OF EAST ORANGE, 4 CITY HALL PLAZA, EAST ORANGE, NEW JERSEY 07013 ZBA-20—- Tose compteTep av ricanT A-2¢-oco0 Doto: November 12,2025 Namo: 21 Noth Park Sweet LLG, Toaphone: co Mah Moore, E10 $7326.80 Name of Owner Semeas Applicant Address of Owner: 145 Scot Dive, Welchung NJ 07080 RA, SUBJECT PROPERTY Addo: 21NothPak Set mecc 1 ln Frontage: _100fl, Depth: 150f. TotslAres:_15066sa fl Restriction, covenant, association by-laws, esting or proposed on th propery: Ves(otachoopies No poposed_____ ot: Al eed restrictions covenants, seers, soto baw, etn snd raped must b bed or ree and must bs win ndash 1 be spr 21 North Park Street LLC. (he “Applcant) proposes to construc four-story med use bulking containing wo rtal paces totaling 1.977 sa. ) and residential amenity space on the ground loo and fe (5) residential us per oor on floors 2 through 4 (for a total of 15 residential units). There will be a total of nine (8) 2-bedroom units, three (3) 1-bedroom residential units, and three (3) studio apartments. CC wmeewes “The propery curenty contains a vacant diner which wil be demalshed. 70 8 comPLETED ov ZoNING OFFICER — A FO enoiecrzone, 0-1 joni, [A FIT Bbpemetmrenme STH esti motesm—————r—— vette ont es Tet th Ae A Womsmpomee swears Wins rparese srr ean FE a — vase ert 1000s Papin © dst Gui. 21 Peps Comte dtd, bin st svc Eo ee immo ein pion Ei" pol Oto poo For — Com sran bea eins paso Fi p— oven oe. Gomsveiosog evi pom Som i RS ————— igudtidsimet | OParognd J ———— Bari Cowon I, fae Grae Bow ©) tt Gi Foti ES —— r———— ] Pr i [H. = ore ne m= — c— r—— = mr pre] Additonal cco mayb required Grater $1760 DISCLOSURE STATEMENT OF LIMITED LIABILITY COMPANY Name of Company 21 North Pack Sreet LLC. Principal Place of Business 145 Scott Drive, Watchung. NJ 07069 Name of Registered Agent Kimberly Brown Address _145 Scott Drive, Watchung, NJ 07069 Incorporated in State of New Jersey NAME ADDRESS PERCENT OWNED (% Kimberly Brown 145 Scott Drive 100% Watchung, NJ 07069 1 certify that the foregoing statements made by me are rue. | am aware that if any of the going. statements made by me are wilfully false, am subject to punishment. oue_3) 16] 2 21 North Park pope By: ef Ct Name: Kimberly Brown Title: Sole Member NEW JERSEY DEPARTMENT OF THE TREASURY DIVISION OF REVENUE AND ENTERPRISE SERVICES CERTIFICATE OF FORMATION 21 NORTH PARK STREET L.L.C. Gistirions The above-naned DOMESTIC LIMITED LIABILITY COMPANY was duly filed in accordance with New Jersey State Law on 0/27/2024 and was assigned Lent ification number 0151171005. Following are che articles that 1. Name: 2. Tagievaran agent 3. Registered office: 4. Effective Date of this Filing is: Ce/arszon Yh —— signatures: I ESTMONY HEREOF, eve erect and ARN Smet rl Fan) ivf ton 934 (5 BBP) : iE24Y =F Bits abr Mico Compe amber - 25363013 Sate Besrer ry I ...02 0 S— Page 10f 1 ay ZBA-R]6-000 &- PII Lot 1 21 ne Park, SA or W-9 Request for Taxpayer Give form to the ro ann 120) Identification Number and Certification requester. Do not teed Go to wir govIFormW for instructions nd th atest formation. send to the IRS. Bofors you begin For gnc Aled Th pres of Form W300 Purpose of Form, anol ongun sy ek For 30ers Stopol a oS TT ES ST a) 21 Nott Park Strot LLC. BE EE Ee 3 [5 Ce mer ero carton of ev ws mr sw Gro | Â¥ Eris 0 HE en §| O vocmicopopiess [ covpomen [ scopomon [J Putman] Tustesse | #00 HASH 00 002030 ED U0 Er otax costo «corto, caprion «Prosi [— J {roti mdm SEE, epee oy Ae soe is i ote | Gargiontom Fs eco Tox 5 oer ai avs Comte FATA pa £I| Oombmmmoow emt 5 oredr cracked Patron o Tomita rch LG tees ction ers smn i ri ho oss ones ot nk _ | Woes rains ye ov hy gh itn reo cre Se onions Of osm Horr eee Roca ars se ES 145 Seon Dive Cn wa ZB Watchung, NJ 07069 T tse aro) ors G5 [TIN Taxpayor Wentifics fon fmber (rN Enter your TIN i the appropriate box. Tho TIN provided must match the name given on ne 1 to avoid acu WIIG. For Ghote, 1 oral ya al sect homes SSN. Hower fr 8 roca Sn, 334 proprtr or Grog nt Lo hs EHO for Pa atl Foro: -U- anion. 13 your amploor onion rm (EW) Hy 60 nt hve mr so iow fo gta TIN, later. [Empioyor idonteston number Note the accounts n more than on nc, se the suetons orn 1. See ls Wat Nara and - 3 Ramo Ta Gus he Retr or Doc mato amos ot l14-3Y BEI Bl Port I ECT ET — I — 1 The rumber how cn his form is my orc agayer dntieatn amber or am wang for a number obo sed ol: and 21am not suet o boku Wil Secaus 0] am exam rom backup Rho, o | ha ot snot he anal Rovere Sonica (35) rt an oc 10 0c wihnolo os onto 3 kr 1% a ret Gand, o (0) AS 14 ettad ot 14m papi e 51am aUS. cn cr chr US. pe fd bolo and The ATCA coal) reed on 1. 1 ny) ndcating hat am exam fm FATA reporting cont Gatfcation in rut. You us rt em 2 tou ou have bean rtf byte IS that ous cue sult 0 sckup wing because you hve kd 1 100r Bi Garcon you ak ea. For el Cae bansacons fom Soo rl Bh. For rps F004, acquiton or abandon of secur, cncaiaon of Ga, coors 0 42 leat aToNTOt (RA, er, Se eves thr an rst 2 idan. fou 1 43600 ig th crictin. bu you sk rods your comet Th, es tg clon PU ir Sign | sgraurest - Here | U5 one 3 \ " LA TS —— Genera! Inst: uotions {rnd compte ts in 0 neste mt hs ec oot ‘Section wore or 3 han <1 Code ress otherwise Tog pate ont. enelcanes wh roudes ra Fr 19 pres Br a Future develeiments. | or the lates! tion about developments ‘Sharego is inkencied 10 BrowE 8 fow-trscugh anty with information oF Wo tlle cnn rac (29a bests fF ot rin pre, ne ary wae i gato For erate, 20th can avs sry appa op uray: o 0 a, requirements. For example, a partnership that has any indirect foreign Wis New er may bo records compte Soneases ma Sos Fitna haieions or Screams 2 na 3 Fam 1065) Lin tas br moto cay + Aterded oly competes Bol ae fiers Purpose of Form Sppromiateboc arte xen cone Ose enon 0 ULE an a sn, Aichi any Fm W-3 reste) who's eure o fe an Seek vee isan information retum with the IRS is ging you this form because they I — BC — = wre) EET 3 S 5 fs o> g 2 3 TE 7 i 22 i 3 : a8 ? ; ie At E } 5 \ 3 22 H gas i Bo # oC: °F lB | 4 g 8 3 FANE IN CE i 2 8 # i | 8 iz | : of : Ea : 3 1 : 5 : : | 3 2 : E | £22343 5s H i | E : | Biel § [ily 3 FT T 5 pH ! Ee a 1 g 2 fis : 8 | 45% . | Lite 5 A A Eg Bi | 1 | | 5 | Ea | tf | BPOstPolak.« J ) Arron Tavs Account ou ER 345! act mock sure 30 esti 07008 1 inane wegen ove asen awont 03/19/2026 **$6/650.00 io *** SIX THOUSAND SIX HUNDRED FIFTY & 00/100 DOLLARS Tome City of East Orange NOT VALID UNLESS PRESENTED FOR. onsen rv RE Roars w [1 it Ar RES J rad 21 N Park Street LLC GREED STE Lt SO iin EE ™003L55® 12034207924 L47007L599m THIS CERTIFICATION IS MADE ONLY TO THE NAMED PARTIES FOR PURCHASE AND/OR MORTGAGE OF HEREIN DELINIATED PROPERTY BY THE NAMED PURCHASER. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY THE SURVEYOR FOR USE OF THE SURVEY FOR ANY OTHER PURPOSE INCLUDING, BUT NOT LIMITED TO, A SURVEY AFFIDAVIT AND/OR RESALE OF THE PROPERTY, OR TO ANY OTHER PERSON NOT LISTED IN THE CERTIFICATION, EITHER DIRECTLY OR INDIRECTLY. THIS SURVEY IS INVALID WTHOUT THE EMBOSSED SEAL OF THE SURVEYOR AND SUBJECT TO ALL EASEMENTS AND/OR RIGHTS—OF—WAYS OF RECORD. A WRITTEN WAIVER AND DIRECTION NOT TO SET PROPERTY CORNERS HAS BEEN (a) NEP FROM THE ULTIMATE USER PURSUANT TO N.J.A.C. GRAPHIC SCALE 15 GENERAL NOTES: 1) LOCATION AND TYPE OF UTILITIES SHOWN HERE—ON ARE DERIVED FROM FIELD LOCATION AND UTILITIY MAP LOCATION. PRIOR TO ANY EXCAVATION, CONTACT THE CITY OF EAST ORANGE SEWER AND WATER DEPARTMENT, VERIZON TELEPHONE COMPANY AND PUBLIC SERVICE ELECTRIC AND GAS COMPANY FOR EXACT LOCATION AND DEPTH. NO CERTIFICATION IS MADE AS TO THE LOCATION OF UNDERGROUND UTILITES SUCH AS, BUT NOT LIMITED TO, CABLE TV, ELECTRIC, GAS, TELEPHONE & WATER. ONLY ABOVE GROUND VISIBLE FEATURES ARE SHOWN OF SAID UTILITIES. OTHER UTILITES MAY EXIST OF WHICH THIS FIRM HAS NO KNOWLEDGE OF, OWNER MUST REQUEST A ‘FIELD MARKOUT’ IN ORDER TO DEPICT UTILITIES HERE-ON THIS MAP ACCURATELY. SEWER MANHOLE DEPTHS AND SIZES NOT AVAILABLE AT THIS TIME (FIELD MARKOUT) CALL: 1—800—272—1000 2) ALL ELEVATIONS SHOWN ARE EXISTING AND ARE BASED ON N.G.V. 1988 DATUM AS PROVIDED BY THE CITY ENGINEERS OFFICE. 3) TOTAL AREA OF LOT:15,066 SQ FT (0.346 ACRES) 4) METES & BOUNDS AS SHOWN ARE DERIVED FROM A SURVEY PREPARED BY MORGAN ENGINEERING & SURVEYING, DATED MARCH 31, 2016, SUPPLIED THE OWNER. PAVEMENTS UTILITIES ae 7 V4 ASPHALT - -EE— —— ELECTRIC —--— —— R.O.W. LINE V 5 SANTA — -—-—— —— LOT LINE GUARD RAIL iesesesses| BRICK PAVER Tt WATER es I EDOE LINE CONCRETE WATER VALVE oY CONTOUR LINE fo) — GAS VALVE — GRAVEL SPOT ELEVATION — — STREET ue TREE AL _ — CURB LINE FLAGSTONE @ — MANHOLE DEPRESSED CURB PELE EY —— SLATE t———=| == —— SIGNAL POLE STONE WALL SELLE @ =~ + —— CATCH BASIN SIGN POST FENCES a — F000 UcHT —x——x— —— CHAIN LINK & — VINYL e —— MONITORING WELL —s—s— ee —— WIRE uy OWS UNMARKED VALVE @ OCT. 13, 2020 ADDED SEWER INVERTS AS PER THE TECHNICAL REVIEW COMMITTEE REV. No. DATE DESCRIPTION REVISION BOX BOUNDARY & TOPOGRAPHIC SURVEY MAP OF: TAX MAP LOT 13 IN BLOCK 921 STREET No. 21 NORTH PARK STREET ESSEX COUNTY CITY OF EAST ORANGE NEW JERSEY JSB 21 LLC RICHLAN, LUPO & ASSOCIATES, INC. prawn sy: DATE: == PROFESSIONAL LAND SURVEYORS == SRL DEC. 5, 2018 2 INDUSTRIAL ROAD-SUITE 204 FAIRFIELD, N.J. 07004 CHECKED BY: SCALE: CERTIFICATE OF AUTHORIZATION #24GA28005300 SRL 1"=15' TEL. EV FAX: (973)450-1819 STEVEN R. LUPO, P.L.S. PROFESSIONAL LAND SURVEYOR NJ. LIC. No. 39252 (975)450-8087 DATE: DEC. 5, 2018 OZOZ ‘vl 90 044°09 LAIMLS YYWd HLMONLZ\ASANNSVTe\dnyong Aesuns y y\do}yseq\ yuere}S\ ssesn\ :O� IND-1 DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - CS-001.00 COVER SHEET, ZONING MAP AND BUILDING DATA 01 01 CODE REQUIREMENTS IBC 2021 NJ EDITION ZONING INFORMATION: PROPOSED FOUR STORIES MIXED USED BUILDING AT 21 NORTH PARK ST EAST ORANGE, NJ 07017 TYPICAL NOTES: THESE DRAWINGS AND DESIGN ARE THE SOLE PROPERTY OF THE ARCHITECT AND ARE NOT TO BE UTILIZED FOR ANY OTHER LOCATION. DO NOT SCALE FROM DRAWINGS. NOT VALID WITHOUT SEAL. THE SITE PLAN INFORMATION IS TAKEN FROM A SURVEY PREPARED BY BELTON BREVARD IV, P.L.S. LICENSE No 43099, DATED NOV. 21, 2025. TELEPHONE (973) 865 - 2624. APPROVED BY THE ZONING BOARD OF THE CITY OF EAST ORANGE AT A MEETING HELD ON THE ____DAY OF, , 26 CONSTRUCTION CLASS: EXTERIOR SIDE WALL: FLOOR ROOF PROPOSED USE GROUP: DESIGN LOAD LIVE LOAD DEAD LOADTOTAL TYPICAL CEILING HEIGHT: 15 PSF 15 PSF CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE NEW JERSEY INTERNATIONAL ENERGY CONSERVATION CODE 2021. UNIT SEPARATION: FIRE RATING ROOF: SOUND CONTROL: 120 PSF 40 PSF 135 PSF 55 PSF TABLE 602 - 2HR PROVIDED 9'-0" ZONING BOARD CHAIRPERSON BOARD SECRETARY CITY CLERK CITY ENGINEER RESOLUTION NUMBER DATE INDEX OF DRAWINGS: 01 OF 42 02 OF 42 03 OF 42 04 OF 42 05 OF 42 06 OF 42 COVER SHEET, ZONING MAP AND BUILDING DATA CS-001 PROPOSED GROUND FLOOR PLAN A-001 PROPOSED SECOND FLOOR PLAN A-002 A-003 PROPOSED FRONT AND RIGHT SIDE ELEVATIONS A-004 LONGITUDINAL AND TRANSVERSE SECTION A-005 SP-002 SITE PLAN DETAILS I 07 OF 42 WALL DETAILS 08 OF 42 09 OF 42 M-002 10 OF 42 LIGHTING - GROUND FLOOR PLAN E-001 11 OF 42 PLUMBING RISER DIAGRAM AND NOTES I P-001 SP-003 SITE PLAN DETAILS II 12 OF 42 PROPOSED SITE PLAN - GRADING, DRAINAGE AND UTILITIES SP-001 15 OF 42 PROPOSED SITE PLAN - LIGHTING AND LANDSCAPING SP-005 14 OF 42 GENERAL NOTES, SYMBOLS AND LEGEND AND ABBREVIATIONS CS-002 PROPOSED ROOF PLAN A-006 16 OF 42 STRUCTURAL - GENERAL NOTES S-001 13 OF 42 EXISTING SITE PLAN - DEMOLITION PLAN SP-006 A-007 DOOR, FINISH SCHEDULE AND DETAILS A-008 TILE LAYOUT, EGRESS PLAN AND DETAILS A-009 17 OF 42 18 OF 42 19 OF 42 20 OF 42 STRUCTURAL - ABBREVIATIONS AND LEGEND S-101 MECHANICAL - TYPICAL FLOOR PLAN LIGHTING - TYPICAL FLOOR PLAN M-001 E-002 ELECTRIC PANELS, FIRE ALARM AND ONE LINE DIAGRAM AND NOTES E-003 21 OF 42 22 OF 42 23 OF 42 24 OF 42 25 OF 42 26 OF 42 A-010 PROPOSED REAR AND LEFT SIDE ELEVATIONS 27 OF 42 PROPOSED SITE PLAN - SOIL EROSION & SEDIMENTATION CONTROL AND NOTES SP-004 28 OF 42 SITE PLAN DETAILS III SP-007 SP-008 29 OF 42 SITE PLAN DETAILS IV STRUCTURAL - TYPICAL FLOOR FRAMING PLAN S-102 S-103 STRUCTURAL - ROOF FRAMING PLAN S-104 STRUCTURAL - LATERAL FRAME ELEVATIONS S-200 STRUCTURAL - FOUNDATION TYPICAL DETAILS S-300 SUPERSTRUCTURAL DETAILS S-400 30 OF 42 31 OF 42 32 OF 42 33 OF 42 34 OF 42 35 OF 42 36 OF 42 ELEVATOR AND STAIR DETAILS A-012 GENERAL CONDITIONS I P-002 GENERAL CONDITIONS II GC-001 GC-002 37 OF 42 38 OF 42 39 OF 42 40 OF 42 STRUCTURAL - FOUNDATION PLAN S-002 STRUCTURAL - COLUMN SCHEDULE 41 OF 42 42 OF 42 M-003 MECHANICAL - NOTES AND DETAILS 1HR 1HR MIN. 45 STC MIN. PLUMBING NOTES II ZONE: EXISTING USE: PROPOSED USE: TAX BLOCK: TAX LOT: BULK REGULATIONS IND-1 (MIXED INDUSTRIAL / COMMERCIAL) (IND, TABLE 51-104) VARIANCE REQUEST LOT WIDTH MIN. PROPOSED LOT AREA MIN. FRONT YARD MIN. SIDE YARD WIDTH MIN. ONE SIDE SIDE YARD WIDTH MIN. BOTH SIDE REAR YARD MIN. MAX. LOT COVERAGE BUILDING HEIGHT MAX. REQUIRED LOT DEPTH MIN. SPACE EXISTING EXISTING % PROPOSED PROPOSED % GROUND FLOOR LANDSCAPE AREA PARKING/DRIVEWAY CIRCULATION LOT AREA 10,000 S.F. 75' 100' 0' IND-1 (MIXED INDUSTRIAL / COMMERCIAL) RESTAURANT HARRIS DINER - (DAMAGED BY FIRE) 921 10' 10' 10' 80% 5 STORIES / 55'-0" 13 FLOOD ZONE: NOT APPLICABLE 15,066 S.F. 100' 150' 18.01 % 28.91 % 46.02 % 7.06 % 100.00 % 2,713 S.F. 4,356 S.F. 6,934 S.F. 1,063 S.F. 15,066 S.F. NONONO 24.15' NO 2.77' YES 4 STORIES - 49'-6" NO 80%TOTAL LOT AREA: 15,066 S.F. (0.346 ACRES) 5.00' 45.58' YES OFF-STREET PARKING - 51-164 (PROFESSIONAL OFFICE)- 1 STALL/300 S.F. 0.5 STALL / BEDROOM IN A DWELLING UNIT BUT 1 SPACE PER DWELLING UNIT. RETAIL SPACE-1 STALL/500S.F. OF FLOOR AREA IN EXCESS OF 2,000 S.F. PROFESSIONAL OFFICE 1/300 S.F. = RESIDENTIAL = TOTAL 41519 MIXED USED - 2 RENTAL SPACES BELOW (RETAIL AND OFFICE) - 15 APARTMENTS ABOVE. 25.24 % 20.03 % 43.44 % 11.30 % 100.00 % 3,803 S.F. 3,017 S.F. 6,544 S.F. 1,702 S.F. 15,066 S.F. NONO A-011 PROPOSED THIRD FLOOR PLAN PROPOSED FOURTH FLOOR PLAN GAS TOWNSHIP OF ORANGE NORTH PARK STREET WASHINGTON ST IND-1 R-3 SCHUYLERTER PARK PL BURCHARD ST 200' RADIUS 14.01 13 12.01 12 11 2 3 3.01 16 4 12.02 59 13 1 40 BLOCK LIMIT 821 921 922 820 822 CITY LIMITS STATION 27 25 24 23 22 21 20 19 902 14 13 12 11 ZONING MAP KEY MAP-200' RADIUS SCALE 1:200 LEGEND DWELLING FIRE HYDRANT D ELECTRIC & GAS PUBLIC SERVICE ELECTRIC & GAS 80 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 SCALE 1:100 BUSINESS - MERCANTILE GROUND FLOOR AND RESIDENTIAL ABOVE VA (FULLY SPRINKLERED - ENTIRED BUILDING) GAS STATION PERMITTED USES: PROHIBITED USE. AS PER ZONING DETERMINATION CITING 51-104E (1) * SECTION 51-105.B (1) PERMITS ALL USES ALLOWED IN THE IND DISTRICT AND SECTION 51-104.B (8) OF IND STATES, THAT ANY USE PERMITTED IN THE C-1 NEIGHBORHOOD COMMERCIAL DISTRICT IS PERMITTED WITH NO EXCLUSIONS LISTED. ADDITIONALLY, SECTION 51-102.B(4) OF C-1, ALLOWS APARTMENT DWELLING UNITS ABOVE FIRST -STORY COMMERCIAL UNITS. TOTAL = 21 (4 EV STALLS, 1 H/C AND 16 REGULAR STALLS) PROFESSIONAL OFFICE-(DOCTOR'S SPACE) = RESIDENTIAL = 615 LAND USE MAP (SANBORN) MECHANICAL - GROUND FLOOR PLAN EXISTING SURVEY SP-000 820 59 4 NO. PARK ST. JOSEPH, AGNES AGATA 4 N PARK ST EAST ORANGE, NJ 07017 822 40 40 NO. PARK ST. 40 NORTH PARK, LLC 44 N PARK ST EAST ORANGE, NJ 07017 921 12.01 25-29A NO. PARK ST. PICARO, DONATO 229 WASHINGTON STREET ORANGE, NJ 07050 922 4 WASHINGTON STREET JORDINE, VELMA I & REX A 143 WASHINGTON STREET EAST ORANGE, NJ07017 921 12.02 NO. PARK ST. LOT CITY OF EAST ORANGE 44 CITY HALL PLAZA EAST ORANGE, NJ07019 921 16 215 WASHINGTON ST. HUMADO, JEROME 215 WASHINGTON ST. #2 EAST ORANGE, NJ07017 922 3 139 WASHINGTON ST. HW CLIFF REALTY LLC 55 PENN ST BROOKLYN, NY 11249 922 3.01 143 WASHINGTON STREET LOT PAYTON, ISHMAEL U. & WIFE, MYRTLE 143 WASHINGTON ST. EAST ORANGE, NJ07017 LIST OF PROPERTY OWNER'S WITHIN 200 FEET PUBLIC UTILITIES 821 1 44-46 SCHUYLER TERR. 4446 SCHUYLER ESTATE LLC 22 MERIDIAN RD. #18 EDISON, NJ 08820 821 13 20 NO. PARK ST 20 N. PARK KING ASSOCIATES LLC 106 VAN HOUTEN AVE CHATAM, NJ 07928 921 11 37 NO. PARK ST. 37 NORTH PARK, LLC 43 NO. PARK ST EAST ORANGE, NJ 07017 921 12 31-35 NO. PARK ST. 2 SINGH EXPRESS, LLC 31-35 N PARK STREET EAST ORANGE, NJ 07017 922 2 137 WASHINGTON ST. LONDON, RONLY CORDELL & NOTOSHAN 137 WASHINGTON ST EAST ORANGE, NJ 07017 C COMMERCIAL A ACCESSORY USE 902 19 230 WASHINGTON STREET WASHINGTON SQUARE APTS, LP 500 RIVER AVE STE 250 LAKEWOOD, NJ 08701 902 20 226 WASHINGTON STREET KELLY, ANDREW & FORRESTER, MAURICE 226 WASHINGTON STREET ORANGE, NJ 07050 902 21 224 WASHINGTON STREET PICARO, DONATO & SAMANTHA 229 WASHINGTON ST ORANGE, NJ 07050 902 22 216 WASHINGTON STREET ETIENNE, SUZETTE 26 SHERMAN PLACE IRVINGTON, NJ 07111 902 23 208 WASHINGTON STREET JOLISSAINT, HIGGINS & CHELSEA 208 WASHINGTON ST ORANGE, NJ 07050 902 24 143-202 WASHINGTON ST HARDY, SUZETTE A. & JORDINE, MARK D 143 WASHINGTON AVE #202 EAST ORANGE, NJ07017 902 25 PARK PLACE REAR LOT MAHON, DAVID R. 68 MT. VERNON PLACE NEWARK NJ 07106 902 26 137 WASHINGTON ST JONES, JOSEPH & SUZANNE 137 WASHINGTON ST EAST ORANGE NJ 07017 902 27 241 PARK PLACE BROWN, TAMIEKA TASHANA 241 PARK PLACE ORANGE, NJ 07050 CITY OF ORANGE NJ CITY OF EAST ORANGE, NJ 802 11 233 WASHINGTON STREET SONNYLAL, BALLIRAM & DANRAGIE 233 WASHINGTON ST ORANGE, NJ 07050 802 12 229 WASHINGTON STREET PICARO, ANTONIO + CARMINA 229 WASHINGTON STREET ORANGE, NJ 07050 802 13 225 WASHINGTON STREET PICARO, ANTONIO 229 WASHINGTON ST ORANGE NJ 07050 802 14 219 WASHINGTON STREET PICARO, ANTONIO ETUX 229 WASHINGTON ST ORANGE, NJ 07050 PROJECT DESCRIPTION: THE SITE IS LOT 13 IN BLOCK 921 OF THE TAX MAP OF THE CITY OF EAST ORANGE. THE LOT IS A 'THROUGH' LOT WITH FRONTAGE ON NORTH PARK STREET AND WASHINGTON STREET. THE SITE CONSTITUTES OF APPROXIMATELY 15,066 SQUARE FEET AND CURRENTLY HARBORS A VACANT FIRE-DAMAGED BUILDING FORMERLY UTILIZED AS A RESTAURANT-(HARRIS DINNER). THE SURROUNDING LAND USES INCLUDE A GAS STATION AND AUTO SERVICE FACILITY TO THE SOUTH, PREDOMINANTLY DETACHED DWELLINGS ALONG WASHINGTON STREET, AND A GOOD AMOUNT OF COMMERCIAL USES ON NORTH PARK STREET INCLUDING AN AUTO DEALERSHIP, A VACANT LOT, A DELI, AND AUTO SERVICE ESTABLISHMENT. THIS PROPOSAL WILL DEMOLISH AND REMOVE THE EXISTING FIRE-DAMAGED BUILDING IN ITS ENTIRETY AND DOWN TO ITS FOUNDATION AND WILL REPLACE BY CONSTRUCTING A FOUR-STORIES MIXED-USE BUILDING CONTAINING TWO RETAIL SPACES AND RESIDENTIAL AMENITY SPACES AT GROUND FLOOR AND 15 RESIDENTIAL APARTMENTS TOTAL ABOVE, WITH 5 APARTMENTS EACH ON FLOOR 2, 3 AND 4 LEVEL. THERE WILL BE (9) 2-BEDROOM UNITS, (3) 1-BEDROOM UNITS AND (3) STUDIO UNITS FOR THE TOTAL OF 15 UNITS. VEHICULAR AND PEDESTRIAN ACCESS TO THE SITE WILL BOTH COME FROM NORTH PARK AND WASHINGTON STREETS. VEHICULAR ACCESS WILL GO THROUGH REMOTE-OPERATED SLIDING GATES FACING EACH STREET WITH “ENTRY” AND “EXIT” SIGNS WITH DIRECTIONAL ARROWS. PEDESTRIAN ACCESS ARE FROM THE SIDEWALKS VIA SELF-CLOSING AND LATCHING GATES. · NO TRUCKING IS PERMITTED ON THE SITE/PARKING LOT AND RETAIL DELIVERIES ARE BY VANS. REFUSE COLLECTION FROM NORTH PARK STREET BY PRIVATE COMPANY. · ALL YARD LIGHTING FIXTURES ARE ON PHOTOCELL SENSORS. LIGHT FIXTURES COME ON IN THE DARK. · PARKING LOT GATES ARE OPEN FROM 7AM-7PM / BUSINESS HOURS: 7AM-7PM. YES SCHEDULE 'A' TABLE OF USE REGULATIONS-NAICS 621320 P2-PERMITTED, ABOVE GROUND P1-PROPOSED AT GROUND LEVEL YES DENSITY: N/A N/A - SCALE 1:100 REVISED AS PER THE TECHNICAL REVIEW COMMITTEE COMMENTS AT THE MEETING HELD ON APRIL 15TH, 2026� DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - ABBREVIATIONS CA. F. F. ADD'L ADJ. A/C APP'D ARCH. B. C. BLDG. CLG. CLD. COL. CONC. C.M.U. CONT. DIA. DIM. DWG. ALUM. DET. LC.T. ACCESS PANEL ADDITIONAL ADJUSTABLE AIR CONDITIONING ALUMINUM APPROVED APPROXIMATE BASEMENT BRICK COURSE CEILING CENTER LINE CLOSET COLUMN CONCRETE CONTINUOUS DETAIL DIAMETER DIMENSION DRAWING BUILDING CERAMIC TILE ACC. PNL. APPROX. BSMT. ARCHITECT OR ARCHITECTURAL BET. BETWEEN COORD.COORDINATE B.O. BOTTOM OF & AND @ AT CONSTR.CONSTRUCTION EQ. EQUIP. EXH. EXIST. EXT. EQUAL EQUIPMENT EXHAUST EXISTING EXTERIOR FIN. FIN. FL. FLR. F.D. GA. G.C. FINISH FINISH FLOOR FLOOR FLOOR DRAIN GAUGE FT. FEET OR FOOT GALV. GALVANIZED ETC. ETCETERAS FTG. FOOTING ABOVE FINISH FLOOR GENERAL CONTRACTOR GL. GLASS CONCRETE MASONRY UNIT R.D. RM. R.O. ROOF DRAIN ROOM ROUGH OPENING INCL. INCH INCLUDING INFO. INFORMATION I.D. I.F. INSIDE DIAMETER INSIDE FACE INSUL. INSULATION INT. JT. LAV. LDR. L.P. MFR. MAS. M.O. MAT. MAX. JOINT LAVATORY LEADER LOW POINT MANUFACTURER MASONRY MASONRY MATERIAL MAXIMUM L.H. LEFT HAND MECH. MEZZ. MIN. MISC. MECHANICAL MEZZANINE MINIMUM MISCELLANEOUS NOM. N.I.C. NOMINAL NOT IN CONTRACT NOT TO SCALE NO. NUMBER N.T.S. POLYVINYL CHLORIDE O.C. OPP. OPH. O.D. PART. PL. PLAT. OPG. ON CENTER OPENING OPPOSITE OPPOSITE HAND OVERHEAD PARTITION PLATE PLATFORM O.H. OUTSIDE DIAMETER PT. PVC. P.S.I. POINT PLBG. PLUMBING PNL. PANEL RAD. REINF. RADIUS RELOC. RELOCATE REQ. REV. R REQUIRED RISER REINFORCE, REINFORCING POUNDS PER SQUARE INCH REVISION (S), REVISED IN. GL. BLK. GR. GLASS BLOCK GRADE INTERIOR STA. STOR. STRUCT. STL. S.S. SCHED. SPEC. SQ. S.F. ST. STL. SECT. SIM. W/ SUSP. SYS. TEL. TEMP. TH. TYP. VERT. V.B. V.C.T. W.C. W.P. WT. W/O WD. V.I.F. VERTICAL VINYL BASE WATER CLOSET WATERPROOFING WEIGHT WITH WOOD VERIFY IN FIELD T. & G. WITHOUT T.O.T. WDW. WINDOW U.O.N. U/S HDWR. H.V.A.C. HT. H.P. H.M. H.W. H.D.P. HR. HORIZ. STATION STORAGE STRUCTURAL STEEL HARDWARE HEIGHT HIGH POINT HOLLOW METAL HOT WATER HOUR HORIZONTAL SCHEDULE SLOP SINK SPECIFICATION SQUARE STAINLESS STEEL SECTION SIMILAR SQUARE FOOT/FEET W. PT. SUSPENDED SYSTEM TELEPHONE TEMPORARY THICK TYPICAL WORKING POINT TOP OF TREAD UNDERSIDE HEATING, VENTILATION & AIR CONDITIONING HEAVY DUTY PURLINS VINYL COMPOSITE TILE UNLESS OTHERWISE NOTED JSTS. JOIST GYP. BD.GYPSUM BOARD G.W.B. GYPSUM WALL BOARD G.C.B. GYPSUM CEILING BOARD MASONRY OPENING LEGEND AND SYMBOL VERTICAL ELEVATION BATT / LOOSE INSULATION RIGID INSULATION BLOCKING AT PLACES CONTINUOUS BLOCKING CONCRETE MASONRY UNIT SOUND ATTENUATION BLANKET WINDOW TYPE NUMBER DOOR TYPE NUMBER WALL TYPE NUMBER DETAIL OR DRAWING NO. SHEET NO. WHERE DETAIL IS SHOWN SHEET NO. WHERE ELEVATION IS SHOWN SHEET NO. WHERE DETAIL IS SHOWN DEMOLITION/REMOVAL WORK ELEVATION NO. DETAIL NO. OR DETAIL MATCH LINE WORK ITEM SYMBOL CONCRETE FINNISH WOOD TONGUE AND GROVE CTRL CONTROL D.U. DWELLING UNIT F.Y. FRONT YARD # # CS-002.00 GENERAL NOTES, SYMBOLS & LEGEND AND ABBREVIATIONS 02 02 1. WORK SHALL CONFORM WITH THE `NEW JERSEY UNIFORM CONSTRUCTION CODE', AND OTHER CODES, REGULATIONS, ORDINANCES, UTILITY COMPANIES AND GOVERNMENTAL AGENCIES. 2. SANITARY SEWER SHALL BE CONNECTED TO MUNICIPAL SEWER SYSTEM OR TO SEPTIC SYSTEM APPROVED BY PLUMBING SUB-CODE OFFICIAL HAVING JURISDICTION WHERE CONSTRUCTION IS LOCATED. 3. HEATING VENTILATING AND AIR CONDITIONING EQUIPMENT SHALL SHOW A COEFFICIENT OF PERFORMANCE-(COP) AND ENERGY EFFICIENT RATIO-(EER) NOT LESS THAN THE VALUES SPECIFIED IN ARTICLE 4, 'THE INTERNATIONAL ENERGY CONSERVATION CODE 2000. 4. CONTRACTORS SHALL DETERMINE EXISTING CONDITIONS WHERE REQUIRED AND VERIFY ALL FIELD CONDITIONS FOR CLEARANCES, DIMENSIONS AND ELEVATIONS SHOWN ON DRAWING. ANY DISCREPANCIES SHALL BE MARKED ON A PRINT OF STRUCTURAL DRAWING AND FORWARDED IMMEDIATELY TO THE ARCHITECT. 5. THE CONTRACTOR SHALL COMPARE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL DRAWINGS BEFORE COMMENCING WITH WORK AND SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES REQUIRING CLARIFICATION OR REVISIONS. DO NOT SCALE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. 6. CONTRACTORS SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECTS' APPROVAL. SUCH DRAWINGS SHALL INCLUDE ERECTION PLANS, WORK PROCEDURE, SEQUENCE AND DETAILS INTO WHICH ALL FIELD CONDITIONS HAVE BEEN INCORPORATED.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO DOING WORK. 7. IN THE EVENT THAT CERTAIN DETAILS OF THE CONSTRUCTIONS ARE NOT FULLY SHOWN OR NOTED ON THE DRAWINGS, THEIR CONSTRUCTION SHALL BE THE SAME TYPE AS FOR SIMILAR CONDITIONS THAT ARE SHOWN AND NOTED, SUBJECT TO THE ARCHITECTS OR STRUCTURAL ENGINEER'S APPROVAL. 8. THE DRAWINGS REQUIRE COORDINATION WITH ALL OTHER TRADES AND DISCIPLINES. CONTRACTOR IS RESPONSIBLE FOR COORDINATION. 9. ANY CONSTRUCTION TO BE LEFT IN PLACE THAT IS WEAKENED OR DAMAGED SHALL BE RESTORED TO THE CONDITION THAT EXISTED PRIOR TO SUCH DAMAGE. 10. CONSTRUCTION THAT IS TO BE REPLACED AFTER REMOVAL WORK SHALL BE REPLACED WITH CONSTRUCTION OF EQUAL STRENGTH AND DESIGN. 11. ALL TEMPORARY WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE STATE AND LOCAL BUILDING CODES. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE PROPER SHORING AND BRACING WHENEVER NECESSARY. SHOP DRAWING FOR SUCH SHORING SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN NEW JERSEY STATE AND RETAINED BY THE CONTRACTOR. 13. CONSTRUCTION LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 14. THE DRAWINGS INDICATE THE COMPLETED STRUCTURE. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE TEMPORARY MEASURES NECESSARY FOR ERECTION. 15. WHERE ATTIC SPACES HAVE CLEAR HEIGHT OF 30" OR MORE, PROVIDE ACCESS PANEL, NOT LESS THAN 22" x 30". GENERAL NOTES: 16. PROVIDE A MIN. 6'-8" HEADROOM AT INTERIOR STAIRS, MEASURED FROM TREAD NOSING. STAIRS AND HANDRAILS SHALL BE AS INDICATED ON CONTRACT DRAWINGS. INTERIOR STAIRS SHALL HAVE RISERS NOT GREATER THAN 7" HIGH AND TREADS NOT LESS THAN 11" WIDE, EXCLUDING NOSING. 17. RAILINGS AROUND STAIRWELLS AND AT BALCONIES SHALL BE DESIGNED TO RESIST A HORIZONTAL AND VERTICAL THRUST FORCE OF 50 LBS. PER LINEAR FOOT APPLIED AT THE TOP OF THE HANDRAIL. 18. GYPSUM BOARD SHALL BE FASTENED WITH APPROVED NAILS SPACE 7" O.C. OR APPROVED SCREWS SPACED 12"O.C. PROVIDE WATER RESISTANT GYPSUM BACKER BOARD WALLS AND CEILING AT BATHTUBS AND SHOWERS. 19. ROOFING MEMBRANE SHALL BE `CLASS C' OR BETTER PER ASTM E-108. 20. PROVIDE FIRE-STOPPING AT SOFFITS OVER CABINETS AND AT DROP CEILING. 21. ALL CONTRACTORS (GENERAL AND SUB CONTRACTORS) MUST BE LICENSED IN THE STATE OF NEW JERSEY. WORK AND EXECUTION OF THIS PROJECT MUST BE PERFORMED BY A FIRM HAVING NOT LESS THAN 5 YEARS SUCCESSFUL EXPERIENCE IN COMPARABLE MID SIZE PROJECTS AND EMPLOYING THE PERSONNEL SKILLS IN THE MANAGEMENT CONSTRUCTION PROCESS AND OPERATION HEREBY PROVIDED. 22. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS AND ALL NECESSARY DIMENSIONS PRIOR TO CONSTRUCTION. 23. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR THE WORK BEFORE COMMENCING WITH CONSTRUCTION. 24. GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH A COPY OF ALL PERMITS. 25. GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH CERTIFICATES OF INSURANCE. 26. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY APPROVALS AND PERMITS FROM ALL AGENCIES HAVING JURISDICTION OVER THE PROJECT. 27. THE GENERAL CONTRACTOR (G.C.) IS RESPONSIBLE FOR THE WORK OF ALL SUBCONTRACTORS AND/OR FOR INSURING PROPER COORDINATION BETWEEN THE VARIOUS TRADES. ALL NECESSARY CUTTING AND PATCHING FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK INCLUDING ALL NECESSARY OPENINGS IN FLOOR, WALL OR ROOF FRAMING TO ACCOMMODATE THE WORK IS THE RESPONSIBILITY OF THE G.C. WHETHER INDICATED ON DRAWINGS OR NOT. 28. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER REMOVAL, TRANSPORT AND DISPOSAL OF ALL REMOVED MATERIAL. G.C. SHALL PROVIDE THE OWNER WITH COPIES OF TRANSPORTATION RECEIPTS AND INFORMATION REGARDING DISPOSAL LOCATIONS FOR VARIOUS MATERIALS FOR THE OWNER'S RECORDS. 29. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND COORDINATING LEGAL PLACEMENT OF DUMPSTERS. 30. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY AND SECURITY MEASURES TO PROTECT THE WORK, WORKMEN, THE PUBLIC AND ADJACENT PROPERTY DURING CONSTRUCTION. 31. ALL MATERIALS USED ON THE PROJECT SHALL BE NEW AND NO SUBSTITUTIONS OF ANY SPECIFIED MATERIAL SHALL BE PERMITTED WITHOUT THE APPROVAL OF THE ARCHITECT. 32. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS AND MEANS OF CONSTRUCTION. HE SHALL BE RESPONSIBLE FOR SECURING THE SITE FOR THE DURATION OF PROJECT TO PROTECT THE PUBLIC. CONSTRUCTION NOTES: FOUNDATION 1. FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED VIRGIN SOIL MATERIAL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 4 TONS PER SQ. FT. 2. BOTTOM OF NEW FOOTINGS SHALL BE A MINIMUM OF 4'-0" BELOW GRADE. 3. MAXIMUM SLOPE BETWEEN ADJACENT OR STEPPED FOOTING AT DIFFERENT BEARING LEVELS. SHALL BE ONE VERTICAL TO TWO HORIZONTAL. REFER TO FOUNDATION PLAN FOR LOCATION OF STEP IN FOOTING. 4. NO UNBALANCED BACK FILL SHALL BE DONE AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING AND SLIDING BY PERMANENT CONSTRUCTION. 5. PRIOR TO COMMENCING WITH ANY FOUNDATION WORK, COORDINATE WORK WITH ANY EXISTING UTILITIES IN THE AREA. CONCRETE 1. CONCRETE SHALL BE MADE WITH NORMAL WEIGHT AGGREGATE AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI WHEN TESTED IN 28 DAYS. 2. CONCRETE SHALL BE AIR ENTRAINED. 3. STEEL REINFORCEMENT RODS AND BARS SHALL CONFORM TO ASTM DESIGNATION A615, GRADE 60. WELDED WIRE FABRIC "WWF" REINFORCEMENT SHALL CONFORM TO ASTM A185. 4. ALL CORNERS OF CONCRETE WALLS AND SLABS EXPOSED TO THE ELEMENTS ARE TO HAVE 3 4" CHAMFER U.O.N. 5. CONTINUOUS REINFORCING SHALL BE LAPPED AT SPLICES. ALL SPLICES SHALL BE CLASS B AS PER ACI-318 U.N.O. . SPLICES SHALL BE STAGGERED. 6. "WWF" WELDED WIRE FABRIC SHALL BE 4X4-W4.0X4.0 U.O.N ON THE PLANS. BACKFILL 1. ALL BACKFILL MATERIAL SHALL BE SUITABLE FOR FILL AND FREE FROM ANY DELETERIOUS MATERIAL. 2. ALL FILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM MODIFIED PROCTOR CONFORMING TO ASTM D1557. MASONRY 1. BLOCK SHALL HAVE MIN. COMPRESSIVE STRENGTH ON THE GROSS AREA OF 1,000 PSI. WHERE BLOCK WALL DECREASES IN THICKNESS, THE TOP OF COURSE OF THICKER WALL SHALL BE SOLID MASONRY OR CONCRETE FILLED BLOCK. MORTAR FOR BLOCK IN CONTACT WITH EARTH SHALL BE TYPE 'M'. 2. BRICK SHALL CONFORM TO ASTM C-216, PER 'IBC' SECTIONS 1106.0. METAL TIES FOR BRICK VENEER SHALL BE 22 GA. GALVANIZED CORRUGATED STEEL WITH 1" WIDE MIN. TIES SHALL BE SPACED 32" O.C. VERTICAL AND 32" O.C. HORIZONTAL; WOOD STUDS BRICK VENEER TIES SHALL NOT EXCEED 24" IN HEIGHT. 3. BRICK, BLOCK AND STONE SHALL BE PROTECTED FROM FREEZING FOR NOT LESS THAN 40 HOURS AFTER INSTALLATION. STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A572 GR 50 OR A992, UNLESS OTHERWISE NOTED ON THE PLANS. 2. ALL BOLTED CONNECTIONS SHALL BE MADE WITH A325 HIGH STRENGTH BOLTS U.O.N .HIGH STRENGTH BOLTS SHALL BE 3 4" DIAMETER MINIMUM. 3. CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH THE LATEST EDITION OF THE A.I.S.C. "MANUAL OF STEEL CONSTRUCTION " ASD, UNLESS OTHERWISE NOTED. ALL CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS. WHERE BEAM REACTIONS OR CONNECTION DETAILS ARE NOT SHOWN, BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE LESSER OF 5O PERCENT OF THE TOTAL UNIFORM LOAD CAPACITY OF THE BEAM IN FLEXURE LATERALLY SUPPORTED OR THE SHEAR CAPACITY OF THE WEB 4. COPES, BLOCKS & RE-ENTRANT CUTS SHALL HAVE 1" MINIMUM RADIUS FILLETS. 5. ENDS OF BEAMS IN BEARING SHALL BE MILLED. 6. ALL BEAMS SHALL COME WITH 2 COATS OF PRIMER FROM THE SHOP. 7. CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL ERECTION DRAWINGS FOR THE APPROVAL OF THE ENGINEER PRIOR TO FABRICATION AND ERECTION OF STEEL. SNOW LOADING CRITERIA: i. GROUND SNOW LOAD, Pg=30 ii. SNOW EXPOSURE FACTOR, Ce=0.9 iii. THERMAL FACTOR, Ct=1.0 iv. SNOW IMPORTANCE FACTOR, Ip=1.0 v. FLAT-ROOF SNOW LOAD, Pf=27 STRUCTURAL DESIGN CRITERIA: FLOOR LIVE LOADS: i. FIRST FLOOR = 100 PSF ii. SECOND FLOOR= 100 PSF SEISMIC LOADING CRITERIA: i. SITE CLASS=E ii. SEISMIC USE GROUP=I iii. SHORT PERIOD DESIGN SPECTRAL RESPONSE, SDS=0.593 iv. ONE SECOND DESIGN SPECTRAL RESPONSE, SD1=0.357 v. ANALYSIS METHOD USED=EQUIVALENT LATERAL FORCE METHOD vi. LATERAL FORCE RESISTING SYSTEM=ORDINARY MOMENT FANES WIND LOADING CRITERIA: i. BASIC WIND SPEED (3 SECOND GUST)=120 mph ii. BUILDING STRUCTURE CATEGORY=II iii. WIND IMPORTANCE FACTOR=1.0 iv. WIND EXPOSURE CATEGORY=B v. INTERNAL PRESSURE COEFFICIENT, GCpi=+/- 0.18 OPEN WEB STEEL JOIST: 1. OPEN WEB STEEL JOIST SHALL CONFORM TO THE SJI STANDARD SPECIFICATIONS LOAD TABLE. ROD BOTTOM CHORDS ARE NOT ACCEPTABLE 2. INSTALLATION AND HANDLING OF OPEN WEB STEEL JOISTS SHALL CONFORM TO SJI STANDARD SPECIFICATIONS. 3. HORIZONTAL BRIDGING SHALL BE CONNECTED TO THE STRUCTURAL FRAMING AT END. LOCATE BRIDGING AT PANEL POINTS. STEEL DECK NOTES: 1. FLOOR DECK SHALL BE 1 2" DEEP, INVERTED TYPE B-LOK, 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY UNITED STEEL DECK, INC. OR APPROVED EQUAL. 2. ROOF DECK SHALL BE 1 2" DEEP WIDE RIB DECK, TYPE B, 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY UNITED STEEL DECK, INC. OR APPROVED EQUAL. 3. STEEL DECK SHALL BE WELDED TO STRUCTURAL FRAMING WITH 5 5" PUDDLE WELDS AT 12" O.C. PROVIDE LAP CONNECTION AT 36" O.C. MINIMUM WITH EITHER *10 TEK SELF TAPPING SCREWS OR 5 8" WELDS. WELD EDGES OF METAL DECK TO STRUCTURAL FRAMING WITH 5 8" PUDDLE WELDS AT 12" O.C. WOOD FRAMING 1. FRAMING LUMBER SHALL BE AS FOLLOWS: DIMENSION LUMBER TO BE AFPA GRADE 1 OR 2, MIN FB = 1450 PSI, MINIMUM E=1,700,000 PSI MANUFACTURED LUMBER TO BE TRUSS JOIST, A WEYERHAEUSER BUSINESS, BOISE, IDAHO. REFER TO FRAMING PLAN FOR SIZE OF JOISTS. MICROLAM BEAMS/HEADERS SHALL BE 1.9E PARALLAM PSL COLUMNS SHALL BE 1.8E. 2. THE USE OF MANUFACTURED LUMBER FOR FRAMING SHALL CONFORM TO THE SPECIFICATION AND REQUIREMENTS OF THE TRUSS JOIST COMPANY A WEYERHAEUSER. 3. ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. 4. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS. 5. PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS TO FRAME AROUND OPENINGS IN THE PLYWOOD DECK U.O.N. 6. STRUCTURAL STEEL PLATE CONNECTORS SHALL CONFORM TO ASTM A-36 SPECIFICATIONS AND 1 4" THICK U.N.O. BOLTS CONNECTING WOOD MEMBERS SHALL BE PER ASTM A-307 AND BE 3 4" DIAMETER U.N.O.. PROVIDE WASHERS FOR ALL BOLT HEADS AND NUTS IN CONTACT WITH THE WOOD SURFACE. 7. BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGLED. 8. HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE REQUIREMENTS OF IBC 2006. 9. ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS. 10. ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN. 11. ALL ROOF PANEL SHEATHING SHALL BE 3/4" NOMINAL, TYPE CDX, EXP. 1 APA RATED SHEATHING U.O.N ON THE PLANS. SUITABLE EDGE SUPPORT SHALL BE PROVIDED BY USE OF PANEL CLIPS OR BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED CONNECT ROOF SHEATHING WITH 8D NAILS AT 6" O/C AT SUPPORTED AND 12. ALL FLOOR SHEATHING SHALL BE 3/4" NOMINAL, TYPE CDX, EXP. 1 APA RATED TYPICAL U.N.O. ON THE PLANS. UNLESS NOTED OTHERWISE CONNECT FLOOR SHEATHING WITH 8D NAILS AT 6" O/C AT SUPPORTED EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. 13. ALL WALL PANEL SHEATHING SHALL BE 5 8" NOMINAL, TYPE CDX, EXP. 1 APA RATED SHEATHING U.N.O. ON THE PLANS. UNLESS OTHERWISE NOTED CONNECT WALL SHEATHING WITH 10D COMMON NAILS SPACED 6" O/C AT SUPPORTED EDGES AND 14. INSTALL ALL PLYWOOD SHEATHING WITH LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS UNLESS OTHERWISE RECOMMENDED. 15. ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES AND PNEUMATIC NAIL GUNS ARE PROHIBITED FROM USE. 16. PROVIDE DOUBLE 2X6 STUDS AT ENDS OF MICROLAM BEAMS WHERE BEAMS ARE SUPPORTED ON BEARING WALLS UNLESS OTHERWISE NOTED ON THE PLANS. 17. PREFABRICATED METAL JOIST HUNGERS HURRICANE CLIPS, HOLD-DOWN ANCHORS, AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE. BUILDING AREAGROSS: NET: GROUND FLOOR: SECOND FLOOR: TOTAL VOLUME 3,803 S.F. 5,151 S.F. 19,256 S.F. 3,109 S.F. 3,060 S.F. 12,289 S.F. 40,417 C.F. 29,070 C.F. GROUND FLOOR SECOND FLOOR THIRD FLOOR 5,151 S.F. 3,060 S.F. FOURTH FLOOR 5,151 S.F. 3,060 S.F. THIRD FLOOR FOURTH FLOOR 29,070 C.F. 29,070 C.F. TOTAL 127,627 C.F. BUILDING REQUIREMENTS 2-BEDROOM UNIT: 1-BEDROOM UNIT: STUDIO: MIN. BEDROOM WIDTH: 10'-0" 966 S.F. 761 S.F. 530 S.F. UNIT INFORMATION EACH FLOOR REVISED AS PER THE TECHNICAL REVIEW COMMITTEE COMMENTS AT THE MEETING HELD ON APRIL 15TH, 2026� NE = dy ES 1 LR ws SL Ea NA ALR LL I, {/ Wh J iS LA ey NS AURA UHL 74 == EAE) aS bevel KEY PLAN NOTES: 1. THE INFORMATION AS TO THE SURFACE AND THE SUBSURFACE STRUCTURES SHOWN ON THIS DRAWING ARE AS PER SURVEY DATA PREPARED BY BELTON BREVARD IV, P.L.S. THIS INFORMATION IS MADE AVAILABLE TO THE BIDDER SO THAT HE/SHE MAY FORM HIS/HER JUDGMENT THEREON AND WITHOUT ANY GUARANTEE ON THE PART OF THE ARCHITECT AS TO THE COMPLETENESS OR CORRECTNESS. IT IS PRESENTED IN GOOD FAITH BUT IS NOT INTENDED AS A SUBSTITUTE TO PERSONAL INVESTIGATIONS, INTERPRETATIONS OR JUDGMENT OF THE BIDDER. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. THE CONTRACTOR SHALL MAKE NECESSARY CHANGES IN THE LOCATION OF THE WORK SHOWN ON THE CONTRACT DRAWINGS AS DIRECTED BY THE ARCHITECT SO AS TO AVOID INTERFERENCE WITH EXISTING UTILITIES/STRUCTURES. 3. THE CONTRACTOR SHALL SURVEY AND REMOVE FROM THE LOT (IF ANY) ALL EXISTING FOUNDATION WALLS/FOOTING, CONCRETE SLABS/PADS, BRICK SIDEWALK, INTERFERING TREES AND PLANTING, CHAIN LINK FENCE, POWER POLES, HYDRANTS ETC.... PREPARE LOT FOR NEW CONSTRUCTION TYPICAL. 4. THE OWNER BY WAY OF CONTRACTOR SHALL COMPLY WITH ALL DIRECTIVES FROM THE DIVISION OF WATER/SEWER UTILITY. THE CONTRACTOR SHALL CONTACT THE WATER AND SEWER DEPARTMENT FOR DETAILED INFORMATION/REQUIREMENTS REGARDING EXISTING/NEW SERVICES. REMOVE COMPLETELY AND IN ITS ENTIRETY EXISTING ONE STORY MASONRY WITH METAL FACADE, FOUNDATION, FOOTING AND ALL OTHER APPURTENANCES. AERIAL VIEW DEMOLITIONS NOTES: 1. COORDINATE ALL DEMOLITION WITH CONSTRUCTION PLANS AS SHOWN AND/OR INDICATED. 2. INSPECT AND OBSERVE EXISTING CONDITIONS PRIOR TO DEMOLITION. 3. ALL MAJOR DEMOLITION WORK AS INDICATED IS REQUIRED TO BE PERFORMED IN A SEQUENCE SO AS NOT TO DELAY THE WORK OF ANY OTHER TRADE. 4. REMOVE ALL ELECTRICAL, PLUMBING & HVAC THAT ARE AFFECTED BY DEMOLITION. 5. CONTRACTOR TO PROVIDE ALL NECESSARY SHORING AND BRACING SO AS NOT TO UNDERMINE EXISTING STRUCTURE. TAKE ALL NECESSARY MEASURES TO PREVENT COLLAPSE OF WALLS, SLABS, ETC. 6. CONTRACTOR IS TO PROVIDE NECESSARY PROTECTION TO PORTIONS OF EXISTING STRUCTURE INTENDED TO BE INCORPORATED INTO COMPLETED WORK. 7. CONTRACTOR IS TO TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO ANY ADJACENT PROPERTY OR PERSONS. 8. CONTRACTOR IS TO COORDINATE ALL INDICATED DEMOLITION WITH NEW CONSTRUCTION TO ENSURE PROPER LOCATION AND DIMENSIONS OF DEMOLISHED AREAS. 9. DURING DEMOLITION AND REMOVAL, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING, OF ANY UNEXPECTED OR UNUSUAL CONDITIONS. 10.PROMPTLY REPAIR DAMAGES CAUSED BY DEMOLITION OPERATIONS AT NO COST TO OWNER. 11.PROTECT EXISTING UTILITIES & SERVICES AGAINST DAMAGE DURING DEMOLITION OPERATIONS. SITE G G GV WV X 164.6 X 163.9 163.1 X X 161.6 N 09°57'45" E 104.26' N 75°04'30" W 77.58' PHONEBOLLARD (TYP.) N 81°03'58" E 92.87' FIN. FLOOR ELEV.=177.0 X LOT 12.01 0.5' ADJ. BUILDING LOT 14.01 ADJ. CONC. WALK EXIST. GUARDRAIL S 59°14'30" W 100.00' LOT 16 TCCB=169.78 GRATE=169.25 67.19' P.O.B. DEPRESSED CURB168.9 X CONC. CURB DEPRESSED CURBX 168.8 DEPRESSED CURB 168.5 X RIM= 168.22 INV.= (SEALED) S 30°44'30" E 100.00' COMMERCIAL BUILDING 1 STORY MASONRY PART METAL FACADE STR. No. 21 BLOCK 921 LOT 13 T T T T T NORTH PARK STREET (60' R.O.W.) E E E E E E E E E 8" SEWER MAIN FLOW S S S S S S S S S W W W W W W W W W G G G G G G G G G WASHINGTON STREET (60' R.O.W.) EXIST. SIGN EXIST. 6" GAS LINE G G G EXIST. 8" WATER LINE W W W W W EXIST. 8" SANITARY SEWER S S S S EXIST. TELEPHONE LINE T EXIST. ELECTRIC LINE E E E E E W X 164.6 X 163.9 163.1 X RIM=163.19 INV.=153.30 X 161.6 RIM=157.60 INV.=148.10 ST ST ST ST ST ST ST 208.60' L.F. (NOT TO SCALE) 15" SEWER MAIN ST FLOW ST RIM=158.21 INV.=150.7 RIM=163.86 INV.=156.00 EXISTING FIRE HYDRANT TO REMAIN RIM=168.54 INV.=163.30 5. BUILDING ADDRESSES SHALL BE DISPLAYED SO AS TO BE IN CONFORMANCE WITH THE CITY OF EAST ORANGE 911 LOCATABLE ADDRESS ORDINANCE. 6. NEW CURBS AND SIDEWALKS SHALL BE CONSTRUCTED AT THE ENTIRE PROPERTY FRONTAGE. ALL WORK SHALL CONFORM TO CITY STANDARDS AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY. SIDEWALKS SHALL EXTEND FROM PROPERTY LINE TO THE CURB LINE AND/OR AS INDICATED ON THE DRAWING. 7. A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED FROM THE CITY OF EAST ORANGE ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF ANY WORK AT THE SITE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF UTILITY POLES, STREET LIGHT POLES, HYDRANTS, MANHOLES, SIGN POSTS, ETC... AS REQUIRED AND NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. 9. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING ITEMS TO REMAIN AND TO REPAIR OR REPLACE ANY ITEM DAMAGED DURING THE COURSE OF WORK TO THE SATISFACTION AND APPROVAL OF THE ARCHITECT WITHOUT ANY ADDITIONAL COST TO THE OWNER. 10. A STREET AND/OR SIDEWALK OCCUPANCY PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO ANY CONSTRUCTION AND/OR OCCUPANCY OF THE PUBLIC RIGHT -OF-WAY. 3 4 5 TYP. WORK ITEMS - COORD. W/ PROP. SITE PLAN 1VIEW- WASHINGTON STREET VIEW- INTERCEPTION OF WASHINGTON & N. PARK ST VIEW- NORTH PARK STREET 4 32B REMOVE COMPLETELY EXISTING PORTION OF MASONRY WALL WITHIN THE PROPERTY. 2 CONTRACTOR SHALL CAREFULLY REMOVE THE EXISTING 'HARRIS DINER' SIGNAGE AND DONATE TO THE EAST ORANGE HISTORICAL SOCIETY. 3 REMOVE ALL EXISTING CHAINLINK FENCE/ GUARDRAILS WITHIN THE PERIMETER OF THE LOT. 4 REMOVE COMPLETELY AND ITS ENTIRETY ALL EXISTING ASPHALT PAVING, CONCRETE CURB/SIDEWALK UNDERGROUND STRUCTURES OR UTILITIES STILL REMAINING, CLEAR SITE OF ALL DEBRIS AND REGRADE SITE AS SHOWN AND INDICATED. CONTRACTOR MUST PREPARE AND COMPACT SITE TO 100% BEARING CAPACITY. 5ALL EXISTING ITEMS SHOWN AND/OR INDICATED ARE TO REMAIN UNLESS SHOWN AND/OR INDICATED TO BE REMOVED. NO WORK SHALL BE PERFORMED OUTSIDE OF THE PROPERTY LINE EXCEPT AT FRONTAGE ONLY AS INDICATED. 4 5 3 1 EXIST. TREE TO REMAIN TYP. 2 167 168 168 169 169 169 169 166 165 164 165 164 164 163 163 162 166 167 EXISTING GAS STATION NOTE: THE SITE PLAN INFORMATION IS TAKEN FROM A SURVEY PREPARED BY BELTON BREVARD IV, P.L.S. LICENSE No 43099, DATED NOV. 21, 2025. TELEPHONE (973) 865 - 2624. EXISTING TREE TO REMAIN REMOVE EXIST. RAIL GUARD EXTENT OF FRONTAGE/ROADWAY RECONSTRUCTION. 6 6 6 5 5 1 EXISTING SITE PLAN - DEMOLITION PLAN SP-001 AERIAL VIEW 2A DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - SP-001.00 EXISTING SITE PLAN DEMOLITION PLAN04 04 REVISED AS PER THE TECHNICAL REVIEW COMMITTEE COMMENTS AT THE MEETING HELD ON APRIL 15TH, 2026� RIM=157.60 INV.=148.10 9 16 11 10 14 23 23 29 GV WV N 09°57'45" E 104.26' N 75°04'30" W 77.58' PHONEBOLLARD (TYP.) N 81°03'58" E 92.87' LOT 12.01 0.5' ADJ. BUILDING LOT 14.01 ADJ. CONC. WALK EXIST. GUARDRAIL S 59°14'30" W 100.00' LOT 16 TCCB=169.78 GRATE=169.25 67.19' P.O.B. RIM= 168.22 INV.= (SEALED) S 30°44'30" E 100.00' NORTH PARK STREET (60' R.O.W.) WASHINGTON STREET (60' R.O.W.) RIM=163.19 INV.=153.30 RIM=157.60 INV.=148.10 RIM=158.21 INV.=150.7 RIM=163.86 INV.=156.00 EXISTING FIRE HYDRANT TO REMAIN RIM=168.54 INV.=163.30 16 4,270 SF BLOCK 921 LOT 13 EXISTING GAS STATION 3 FC 5 FC 3 FC 5 FC 3 FC 1 FC 3 FC 1 FC 3 FC 1 FC 3 FC 1 FC 3 FC 1 FC 5 FC 3 FC 5 FC 3 FC 1 FC 5 FC 3 FC 3 FC 1 FC FLR. ELEV. 169.50 15 17 18 19 20 21 1 FC 5 FC 3 FC 1 FC 5 FC 3 FC 1 FC 5 FC 3 FC 04 05 10 11 12 06 09 08 07 14 01 169.50 169.50 13 3 FC 1 FC 3 FC 5 FC 02 EV EV EV 03 EV SIDE YARD EXIST. STREET FIXTURE EXIST. MANHOLES TYP. CURB OPN'G 14 NOTE: THE SITE PLAN INFORMATION IS TAKEN FROM A SURVEY PREPARED BY BELTON BREVARD IV, P.L.S. LICENSE No 43099, DATED NOV. 21, 2025. TELEPHONE (973) 865 - 2624. 30.63' 2 PROPOSED SITE PLAN - LIGHTING AND LANDSCAPING SP-002 14 32 32 32 KEY PLAN NOTES 1 RECONSTRUCT ENTIRE FRONTAGE OF EXISTING SIDEWALK AT STREET SIDE AS PER DETAILS 4, 5, 6 AND 7/SP-005. MAINTAIN EXISTING ELEVATION AND TOP OF THE CURB ELEVATIONS. TYPICAL WORK ITEMS 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH CITY STANDARD DETAILS AS SHOWN ON DRAWING SP-005, SP-006 AND SP-007. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF UTILITY POLES, STREET LIGHT POLES, HYDRANTS, ETC.. AS REQUIRED AND NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. ANY EXISTING GRANITE CURBING AT THE PROJECT FRONTAGE SHALL BE RESET AS PER CITY STANDARDS. ALL WORK MUST CONFORM TO THE CITY STANDARD DRAWINGS SEE DWG SP-005 THRU SP-008. 3. NO UTILITY METERS WILL BE PERMITTED AT ANY STREET EXPOSURE OF THE STRUCTURES. 4. ALL EXISTING STREET CATCH BASINS AT THE PROJECT FRONTAGE SHALL BE RETROFITTED WITH A NEW FRAME/GRATE/CURB PIECE AS PER CITY STANDARD DRAWINGS. 5. ALL AREA TO BE PLANTED SHALL RECEIVE A MINIMUM OF 4 INCHES OF TOPSOIL. CONTRACTOR SHALL CONTACT THE CITY DEPT. OF ENGINEERING FOR DIRECTIVES. PRIOR TO THE REMOVAL OF ANY EXISTING TREES. 6. ALL STREET SEWER, WATER, GAS, ELECTRIC AND CABLE SERVICES SHALL COMMENCE AFTER THE APPROVAL BY THE GOVERNING AUTHORITY. CONTRACTOR MUST COMPLY WITH ALL DIRECTIVES FROM THE WATER AND SEWER UTILITIES. 7. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST CHECK AND VERIFY ALL DIMENSIONS AND JOB CONDITION IN THE FIELD. 8. THE CONTRACTOR MUST NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. THE CONTRACTOR MUST PROTECT AND PRESERVE ALL EXISTING ITEMS AND MUST REPAIR OR REPLACE ANY ITEM DAMAGED DURING THE COURSE OF WORK TO THE SATISFACTION AND APPROVAL OF THE ARCHITECT WITHOUT ANY ADDITIONAL COST TO OWNER. 10. CONTRACTOR MUST REPAIR ANY DAMAGE TO THE EXISTING PAVEMENT, CURBING, SIDEWALK AND/OR OTHER IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY TO THE APPROVAL OF THE CITY ENGINEER. STREET OPENING PERMIT MUST BE OBTAINED BEFORE THE COMMENCEMENT OF ANY REPAIR. 11. OWNER BY WAY OF THE CONTRACTOR SHALL PRIOR TO GRANTING OF FINAL APPROVAL SHALL HAVE OR SHALL HAVE FURNISHED PERFORMANCE GUARANTEES FOR THE ULTIMATE INSTALLATION OF ALL STREET SIGNS, CURBS, GUTTERS, SIDEWALKS STREET LIGHTING, SHADE TREES, SANITARY SEWER, STORM CONNECTIONS, ETC. 2 PROVIDE CONCRETE SIDEWALK AS SHOWN AND INDICATED AND AS PER DETAIL 5/SP-005. 3 PROVIDE CONCRETE DEPRESSED DRIVEWAY AS PER DETAIL 6/SP-005. 4 PROVIDE DRAINAGE INLETS AS PER DETAIL 1/SP-008. 5 PROVIDE PAVEMENT MARKING AS PER 5/SP-007. 6 PROVIDE ASPHALT PAVEMENT ENTIRE PARKING AREA AS PER DETAIL 2/SP-005. 7 PROVIDE BOLLARDS AS PRE DETAIL 9/SP-006. BOLLARDS INSTALLED AT EACH STALL FACING THE BUILDING. 8 CONSTRUCT PERIMETER CONCRETE CURB AS SHOWN AND INDICATED AND AS PER DETAIL 4/SP-005. 9 PROVIDE POLE YARD LIGHT FIXTURE - TYPICAL OF 4 LOCATIONS AS PER DETAIL 4/SP-007. 10 PROVIDE CANOPY LUMINAIRE TYPICAL OF 5 LOCATIONS AS PER DETAIL 2/SP-007. 11 PROVIDE WALL MOUNTED LUMINAIRE TYPICAL OF 7 LOCATIONS AS PER DETAIL 1/SP-007. 12 PROVIDE 6" THICK - 4,000 PSI CONCRETE PAD REINFORCED WITH #5 REBARS AT 1'-0" O.C. EACH WAY FOR THE REFUSE ENCLOSURE AREA - SLOPE DOWN AT 1 4"/FT. 13 PROVIDE HANDICAP PARKING AND SIGNAGE AS PER DETAIL 1/SP-005. 14 PROVIDE BERBERIS ATROPURPUREA AS PER DETAIL 11/SP-007 PLANTING SCHEDULE FOR A TOTAL OF 51 LOCATIONS. 15 PROVIDE MASONRY WALL AND GATE FOR THE REFUSE AREA AS SHOWN AND INDICATED AND AS PER DETAIL 7/SP-007. 16 PROVIDE ACER RUBRUM AS PER DETAIL 11/SP-007 PLANTING SCHEDULE FOR A TOTAL OF 3 LOCATIONS 17 PROVIDE VINYL FENCE AT REAR AS PER DETAIL 7/SP-006. 18 PROVIDE 6'-0" HIGH PAINTED ALUMINUM FENCE AS PER DETAIL 8/SP-006. 19 PROVIDE 4'-0" HIGH PAINTED ALUMINUM FENCE AS PER DETAIL 8/SP-006. 202122 23 PROVIDE TRENCH DRAIN AS PER DETAIL 6/SP-007. 24 PROVIDE (3) 4 YARD DUMPSTER AS PRE DETAIL 10/SP-006. 2526 CONTRACTOR SHALL PROTECT AND MAINTAIN THIS EXISTING TREE TO REMAIN IN ACCORDANCE TO THE CITY RULES AND GUIDELINES. CONTRACTOR SHALL REQUEST AND OBTAIN A TREE PROTECTION DETAIL FROM THE CITY AND MAINTAIN TREE ACCORDINGLY. 27 PROVIDE ELECTRIC CAR CHARGING STATION BOLLARD - SEE DETAIL 2/SP-004. 2829 PROVIDE 'EXIT' / 'STOP' SIGNAGE 'B' FACING PARKING LOT AS PER DETAIL 9/SP-007. 30 PROVIDE TYPE 'E' INLET AS PER DETAIL 5/SP-008. PROVIDE 'ENTER' SIGNAGE 'A' FACING STREET AS PER DET 9/SP-007. PROVIDE SLIDING GATE AS PER DETAIL 8/SP-006. SLIDING GATE IS POWERED BY REMOTE CONTROL DEVICE. PROVIDE WHEEL CHAIR RAMP AS PER DETAIL 7/SP-005. PROVIDE GUARD/HANDRAIL AS PER DETAIL SHOWN ON A-006. SEE ELEVATION. UNDERGROUND CONDUIT LINE TO EXTERIOR POLE LIGHTS. 31 PSEG ELECTRICAL TRANSFORMER WILL SIT ON A 9" THICK REINF. CONC. PAD. PROVIDE #5 REBARS AT 1'-0" O.C. EACH WAY. 31 PROVIDE 3'-0"x4'-0" HIGH ALUMINUM GATE WITH MAGNETIC LOCK DEVICE. AS PER DETAIL 8/SP-006. 32 PROVIDE GRASS LAWN. GV WV N 09°57'45" E 104.26' N 75°04'30" W 77.58' PHONEBOLLARD (TYP.) N 81°03'58" E 92.87' LOT 12.01 0.5' ADJ. BUILDING LOT 14.01 ADJ. CONC. WALK EXIST. GUARDRAIL S 59°14'30" W 100.00' LOT 16 TCCB=169.78 GRATE=169.25 67.19' P.O.B. RIM= 168.22 INV.= (SEALED) S 30°44'30" E 100.00' NORTH PARK STREET (60' R.O.W.) WASHINGTON STREET (60' R.O.W.) RIM=163.19 INV.=153.30 RIM=157.60 INV.=148.10 RIM=158.21 INV.=150.7 RIM=163.86 INV.=156.00 EXISTING FIRE HYDRANT TO REMAIN RIM=168.54 INV.=163.30 16 4,270 SF BLOCK 921 LOT 13 EXISTING GAS STATION FLR. ELEV. 169.50 15 17 18 19 20 21 04 05 10 11 12 06 09 08 07 14 01 169.50 169.50 13 02 EV EV EV 03 EV SIDE YARD 1 3 2 5 4 7 2 3 1 8 EXIST. STREET FIXTURE 19 8 18 17 EXIST. MANHOLES TYP. 13 12 15 18 20 8 21 6 4 2 22 25 24 25 24 2726 26 28 29 TCCB=169.78 GRATE=169.25 5.00' 20.00' CURB CUT AND GATE 18.00' TYP. 18.00' 47.46' 36.79' CURB 22.50' ENCL. 12.27' 39.43' 29.00' 11.50' 10.00' 5.00' 5.00' 24.00' AISLE / FIRE LANE 114.26' EXTENT OF FRONTAGE RECONSTRUCTION (SIDEWALK AND CURB) ASPHALT PAVEMENT REPLACEMENT 110.00' EXTENT OF FRONTAGE RECONSTRUCTION (SIDEWALK AND CURB) ASPHALT PAVEMENT REPLACEMENT 6.90' 5.00' 10.00' 20.00' CURB CUT AND GATE 5.00' 10.00' SIDEWALK EXIST. 13.00' 9.00' TYP. 9.00' 9.00' TYP. 3.00' 75.02' NEW CURB 7.64' SW 24.15' FRONT YARD 121.00' BUILDING 2.77' REAR YARD 10.00' EXIST. SIDEWALK 45.58' LEFT SIDE YARD 10.00' RIGHT SIDE YARD 44.42' BUILDING 100.00' 21.00' 30.63' 31 25.76' 21.70' 19 19 EXIST. TREE TO REMAIN 31 31 1 PROPOSED SITE PLAN SP-002 5.00' 7.00' 19 9.00' BALCONY ABOVE TYP. 22 PROFILE OF BLDG ABOVE BALCONY ABOVE TYPICAL DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - SP-002.00 PROPOSED SITE PLAN - LIGHTING AND LANDSCAPING 05 05 REVISED AS PER THE TECHNICAL REVIEW COMMITTEE COMMENTS AT THE MEETING HELD ON APRIL 15TH, 2026� ST ST ST ST G G GV WV N 09°57'45" E 104.26' N 75°04'30" W 77.58' PHONEBOLLARD (TYP.) N 81°03'58" E 92.87' LOT 12.01 0.5' ADJ. BUILDING LOT 14.01 ADJ. CONC. WALK EXIST. GUARDRAIL S 59°14'30" W 100.00' LOT 16 TCCB=169.78 GRATE=169.25 67.19' P.O.B. RIM= 168.22 INV.= (SEALED) S 30°44'30" E 100.00' T T T T T NORTH PARK STREET (60' R.O.W.) E E E E E E E E E 8" SEWER MAIN FLOW S S S S S S S S S W W W W W W W W W G G G G G G G G G WASHINGTON STREET (60' R.O.W.) EXIST. 6" GAS LINE G G G EXIST. 8" WATER LINE W W W W W EXIST. 8" SANITARY SEWER S S S S EXIST. TELEPHONE LINE T EXIST. ELECTRIC LINE E E E E E W RIM=163.19 INV.=153.30 RIM=157.60 INV.=148.10 ST ST ST ST ST ST ST 208.60' L.F. (NOT TO SCALE) 15" SEWER MAIN ST FLOW ST RIM=158.21 INV.=150.7 RIM=163.86 INV.=156.00 RIM=168.54 INV.=163.30 4,270 SF BLOCK 921 LOT 13 EXISTING GAS STATION FLR. ELEV. 169.50 167 168 169 169 169 166 165 164 164 163 162 169 168 167 165 164 166 163 164 168.9 X 167 169 168 165 169.50 169.50 166 EV EV EV EV PROVIDE 6" DIAMETER U/G PVC SANITARY PIPE - SLOPE AT 1" PER FEET. PROVIDE 4" DIAMETER U/G WATER SERVICE LINE WITH CURB CORK EXTENSION BOX. PROVIDE 2" DIAMETER U/G GAS SERVICE PIPE. PROVIDE 6" DIAMETER U/G HDPE STORM PIPE TO VAULT DRAINAGE SYSTEM - SLOPE AT 1 4" PER FEET. POINT OF CONNECTION. SYMBOL AND LEGEND (PROPOSED): TOP OF CURB. 165 STW SG DIRECTION OF FLOW. E T PROVIDE 1-4" PVC EMPTY CONDUIT FOR ELECTRICAL SUPPLY. PROVIDE 1-4" PVC EMPTY CONDUIT FOR TELEPHONE DATA AND CABLE TELEVISION. TCBC BOTTOM OF CURB. 169.40 TC 168.90 BC 169.40TC 168.90BC 169.83TC 169.33BC 169.33 BC 169.50 169.33 168.50 TC 168.00 BC 167.46TOC 164.50TOG 156.17INV 163.64163.22 163.14BC 163.50BC TC164.50 BC164.00 165.50BC 165.00BC CONTOUR/SPOT NEW ELEVATION. STORM WATER CALCULATION-10 YEAR STORM HENCE, 1,090 CUBIC FEET OF STORAGE IS REQUIRED. SINCE, 1,005 CUBIC FEET OF STORAGE IS REQUIRED. PROVISION IS MADE FOR (2) VAULTS, EACH 8'-0"Wx8'-0"Lx6'-0" HIGH WITH A 44.67' 48" Ø PIPE STORAGE. SITE DATA: RUNOFF COEFFICIENTS: EXISTING CONDITIONS PROPOSED CONDITIONS PROPOSED RATIONAL METHOD: PRE-DEVELOPMENT CONDITION: POST-DEVELOPMENT CONDITION: DURATION (MIN. ) INTENSITY (IN/HR)'C' Q(EXIST.) (CFS) Q(POST) (CFS) VOLUME (C.F.) DESIGN: AREA 'C' WEIGHTED 'C' BUILDING 2,713 S.F. .90 PAVED 7,997 S.F. .85 SEEDED 4,356 S.F. .20 15,066 S.F. .6715,066 S.F. 2,713 S.F. 7,997 S.F. SEEDED AREA 4,356 S.F. PAVED AREA BUILDING AREA LOT AREA Q = CIA C = RUNOFF COEFFICIENT I = RAINFALL INTENSITY A = AREA IN ACRES C = .67 QE (EXIST.) = CIA = .67(6.70) 15,066/43,560 = 1.56 CFS QP(PROPOSED) = CIA = .73(6.70) 15,066/43,560 = 1.70 CFS C = .73 15,066 S.F. 2,803 S.F. 8,246 S.F. 3,017 S.F. 2,441.70 S.F. 6,797.45 S.F. 871.20 S.F. 10,110.35 S.F.BUILDING 3,803 S.F. .90 PAVED 8,246 S.F. .85 SEEDED 3,017 S.F. .20 15,066 S.F. .73 3,422.70 S.F. 7,009.10 S.F. 603.40 S.F. 11,035.20 S.F. AREA 'C' WEIGHTED 'C' 610306090 120 6.7 5.2 3.1 2.1 1.6 1.3 .73 .73 .73 .73 .73 .73 1.56 1.21 0.72 0.49 0.37 0.30 1.70 1.32 0.79 0.53 0.41 0.33 259 335 599 811 927 1005 EXISTING STORAGE VOLUME CALCULATIONS: C.F. = (D x Q (POST) - (D/T x Q (EXIST.) x 60 2 D = STORM DURATION QE (EXIST) = EXISTING PEAK DISCHARGE QP (POST) = POST - DEVELOPMENT PEAK DISCHARGE T = TIME OF CONCENTRATION - (INTENSITY - 6 MINS.) VOLUME OF VAULT (EACH) LxWxh = 8 x 8 x 6 = 384 C.F. (2) REQ'D = 384 x 2 = 768 C.F. PIPE LENGTH = (1) 44.67' PIPE DIA. = 4' PIPE VOLUME = L π R² 44.67x3.14x2.00² = 561.05 C.F. VOLUME OF PIPE + VOLUME OF VAULT > STORAGE CAPACITY 561.05 + 768 = 1,329.06 > 1,005 CHECK. GRATE 168.30 TOG 164.55 INVGRATE 154.71 INV 169.50TC 169.00BC ORIFICE SIZE = QE = 0.6.Ao 2.g.h Ao = QE 0.6 2gh = .67 0.6 2x32.2x8= .171 FT Do = 2 π r = .184 FT =2.20" THUS 3" ORIFICE (SE DETAILS FOR DRAINAGE SYSTEM IN 1 & 2/SP-008.) 163.58TC 163.22TC 163.06TC 162.98BC NOTES: A. CONTRACTOR SHALL COORDINATE ALL WORK WITH CITY STANDARD DETAILS AS SHOWN ON DRAWING SP-005 THRU SP-007. B. CONTRACTOR SHALL REFER TO DRAWING SP-001 FOR ADDITIONAL NOTES AND/OR DETAILS - TYPICAL UNLESS OTHERWISE NOTED. C. ALL STREET SEWER, WATER, GAS, ELECTRIC AND CABLE SERVICES SHALL COMMENCE AFTER THE APPROVAL BY THE GOVERNING AUTHORITY. CONTRACTOR MUST COMPLY WITH ALL DIRECTIVES FROM THE WATER AND SEWER UTILITIES. D. RUN ALL LINES IN TRENCHES. MAINTAIN A HORIZONTAL DISTANCE OF 10'-0" MINIMUM BETWEEN WATER LINE AND SEWER LINE. RUN GAS, SEWER AND POWER IN COMMON TRENCHES WHEN POSSIBLE - SEE DETAIL. E. CONNECT ALL DOWNSPOUTS BY WAY OF 6" PVC, RUN UNDERGROUND TO DRYWELL TYPICAL AS INDICATED AND SHOWN. F. SEE DRAWING SP-005 FOR WATER METER SETTING AND P-001 FOR WATER SUPPLY RISER DIAGRAM. G. A SOIL PERMEABILITY TEST MUST BE PERFORMED AND A RESULT/S FAVORABLE TO SUPPORT THE CONCRETE VAULT DRAINAGE SYSTEM DESIGN MUST BE ATTAINED PRIOR TO THE CONSTRUCTION AND INSTALLATION OF THE DRYWELL. H. CONTRACTOR SHALL OBTAIN A LETTER OF APPROVAL FROM THE WATER AND SEWER AGENCIES SERVING THIS SUBJECT SITE DEVELOPMENT. I. ALL UTILITY LINES SHOWN AND INDICATED RUN BELOW GRADE AND TERMINATE AT THEELECTRICAL AND WATER METER ROOM IN THE BASEMENT. J. ALL EXISTING STREET CATCH BASINS AT THE PROJECT FRONTAGE SHALL BE RETROFITTED WITH A NEW FRAME/GRATE/CURB PIECE AS PER CITY STANDARD DRAWINGS. K. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF UTILITY POLES, STREET LIGHT POLES, HYDRANTS, ETC... REQUIRED AND NECESSARY TO ACCOMMODATE NEW CONSTRUCTION. L. ANY EXISTING GRANITE CURBING AT THE PROJECT FRONTAGE SHALL BE RESET PER CITY STANDARD DETAILS, SO AS TO PROVIDE A 6" CURB FACE ACROSS THE FRONTAGE. M. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE DEPARTMENT OF WATER AND SEWER UTILITIES TO OBTAIN PERMITS AND SCHEDULES, FOR THE DISCONTINUANCE OF WATER AND SEWER SERVICE. N. ALL STORM AND SEWER LINE MUST BE MAINTAINED AT 3'-6" MIN. BELOW GRADE AND SLOPED AT 1/4"/FT. O. CONTRACTOR SHALL NOT USE A SADDLE FOR DOMESTIC/FIRE CONNECTIONS. ALL CONNECTIONS SHALL BE DIRECT TAP. P. CONTRACTOR MUST REQUEST FOR A HYDRAULIC FLOW TEST (HFT) FROM THE WATER DEPT. TO ENSURE THE FLOW RATE, PRESSURE (PSI), SERVICE SIZES AND NUMBER OF SERVICE PROVIDED FOR THIS PROJECT ARE SUFFICIENT FROM DOMESTIC WATER SUPPLY. THE HFT MUST BE REQUESTED AND COMPLETED PRIOR TO PLAN APPROVAL. Q. EXISTING WATER AND SEWER CONNECTIONS ON THE SITE MUST BE TERMINATED AS PER THE WATER DEPARTMENT GUIDELINES. 153.60 STORM INVERT 159.83 SANITARY INVERT EXIST PROPOSED LOCATION OF VALVE OR CURB BOX 4" HDPE 169.50 TC 167.10 BC TOG163.80 DN EQ. RISERS SLOPE 1 8"/FT x SLOPE 1:12 169.33 NOTE: THE SITE PLAN INFORMATION IS TAKEN FROM A SURVEY PREPARED BY BELTON BREVARD IV, P.L.S. LICENSE No 43099, DATED NOV. 21, 2025. TELEPHONE (973) 865 - 2624. S S S S S S E E E E G G G G T T T T W W W W 10.00' TC164.90 BC164.40 165.40 TC 164.90 BC 169.50 TC 169.00 BC 16.00' 154.57 INV 70.00' 168.50TOG 156.17 GRATE INV22.00' 1 EXISTING SITE PLAN - GRADING DRAINAGE AND UTILITIES SP-003 DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - SP-003.00 PROPOSED SITE PLAN DRAINAGE, UTILITIES & GRADING 06 06� 1 SP-004PROPOSED SITE PLAN - SOIL EROSION & SEDIMENTATION CONTROL 0' 40' G G GV WV N 09°57'45" E 104.26' N 75°04'30" W 77.58' PHONEBOLLARD (TYP.) N 81°03'58" E 92.87' LOT 12.01 0.5' ADJ. BUILDING LOT 14.01 ADJ. CONC. WALK EXIST. GUARDRAIL S 59°14'30" W 100.00' LOT 16 TCCB=169.78 GRATE=169.25 67.19' P.O.B. RIM= 168.22 INV.= (SEALED) S 30°44'30" E 100.00' T T T T T NORTH PARK STREET (60' R.O.W.) E E E E E E E E E 8" SEWER MAIN FLOW S S S S S S S S S W W W W W W W W W G G G G G G G G G WASHINGTON STREET (60' R.O.W.) EXIST. 6" GAS LINE G G G EXIST. 8" WATER LINE W W W W W EXIST. 8" SANITARY SEWER S S S S EXIST. TELEPHONE LINE T EXIST. ELECTRIC LINE E E E E E W RIM=163.19 INV.=153.30 RIM=157.60 INV.=148.10 ST ST ST ST ST ST ST 208.60' L.F. (NOT TO SCALE) 15" SEWER MAIN ST FLOW ST RIM=158.21 INV.=150.7 RIM=163.86 INV.=156.00 EXISTING FIRE HYDRANT TO REMAIN RIM=168.54 INV.=163.30 16 4,270 SF BLOCK 921 LOT 13 EXISTING GAS STATION FLR. ELEV. 169.50 167 168 169 169 169 166 165 164 164 163 162 169 168 167 165 164 166 163 164 168.9 X 15 17 18 19 20 21 04 05 10 11 12 06 09 08 07 14 01 167 169 168 165 169.50 169.50 13 02 166 EV EV EV 03 EV 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE PORTIONS OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY. 2.ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. 3.MEASURES FOR DUST CONTROL MUST BE IMPLEMENTED TO PREVENT BLOWING OF DUST, ESPECIALLY IN RESIDENTIAL AREAS. 4.RUNOFF WATER CARRYING SEDIMENT SHALL NOT BE PERMITTED TO FLOW ONTO ADJACENT PROPERTIES OR ROADWAYS. ALL OFF-SITE AND ON-SITE EROSION AND SEDIMENT DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CORRECTED IMMEDIATELY. 5.THE CONTRACTOR SHALL REPAIR AND MAINTAIN ALL SOIL EROSION AND SEDIMENT CONTROL FACILITIES AND SHALL PROMPTLY REMOVE ACCUMULATED SILT AND DEBRIS FROM EACH DEVICE EVERY TIME IT IS NECESSARY FOR PROPER FUNCTIONING OF THE FACILITY. 6.SOIL WHICH IS EXPOSED WITHOUT COVER FOR MORE THAN 30 DAYS SHALL BE STABILIZED BY SEEDING WITH ANNUAL RYE GRASS OR SUDAN GRASS PROVIDED THAT SEEDING DATES ARE APPROPRIATE. IN THE EVENT SEEDING DATES ARE NOT APPROPRIATE, SAID AREAS SHALL BE STABILIZED WITH ANCHORED UNROTTED SALT HAY OR SMALL GRAIN STRAW MULCH, AT RATE OF 2.5 TONS PER ACRE UNTIL SUCH TIME AS SEEDING MAY PROCEED. MULCH NETTINGS OR LIQUID MULCH BINDER SHALL BE USED TO ANCHOR THE MULCH. 7.ALL TOPSOIL AND EARTH STOCKPILES SHALL BE PLACED IN THE DESIGNATED AREA APPROVED BY THE OWNER AND THEY SHALL BE GRADED TO MINIMIZE EROSION. ALL STOCK PILES WHICH ARE TO BE IN PLACE SHALL BE STABILIZED AS OUTLINED IN NOTE 6 ABOVE. 8.ALL STORM SEWER INLETS SHALL BE PROTECTED AS SHOWN. SAID PROTECTION SHALL BE MAINTAINED UNTIL ITS REMOVAL IS NECESSARY FOR CONSTRUCTION OF THE PAVEMENT BASE COURSE. 9.A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED AT POINTS WHERE TRAFFIC WILL BE ENTERING AND LEAVING THE CONSTRUCTION SITE. 10.AFTER CONSTRUCTION, THE OWNER SHALL MAINTAINED ALL PERMANENT SOIL EROSION AND SEDIMENT CONTROL MEASURES. 11.A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED FROM THE GOVERNING AUTHORITY PRIOR TO THE COMMENCEMENT OF ANY WORK ON THE SITE. 12.CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREES INDICATED TO REMAIN IN ACCORDANCE TO THE CITY RULES AND GUIDELINES. CONTRACTOR SHALL REQUEST AND OBTAIN A TREE PROTECTION DETAIL FROM THE CITY AND MAINTAIN TREE ACCORDINGLY. HUDSON - ESSEX - PASSAIC COUNTY SOIL CONSERVATION DISTRICT SOIL EROSION AND SEDIMENT CONTROL NOTES KEY NOTES PROPOSED SEQUENCE OF WORK 2 5 3 3 4 4 4 5 1 24.00' 1. PLACEMENT OF A SEDIMENT BARRIER STAKED IN PLACE ALONG THE PERIMETER OF THE PROPERTY LINE AS INDICATED AND SHOWN, PRIOR TO CONSTRUCTION. 2. PLACEMENT OF A 2-1/2" CRUSHED STONE DRIVEWAY ACROSS THE WIDTH OF THE DRIVEWAY AT ITS ENTRANCE TO THE SITE TO AVOID TRACKING. 3. STRIPPING AND STORING OF TOP SOIL. 4. STABILIZING TOP SOIL PILES (TO BE SEEDED IF WEATHER PERMITS/TO BE COVERED WITH VISQUEER SHEETS UNTIL WEATHER PERMITS SEEDING. 5. CONSTRUCTION OF RETENTION SYSTEMS, SEEPAGE BEDS. 6. WITHIN BUILDING CONSTRUCTION, STORM SYSTEM TO BE CONSTRUCTED. CONSTRUCTION OF COMMON TRENCH FOR ELECTRICAL, AND TRENCH FOR SPRINKLER LINE. 7. CONSTRUCTION OF PARKING LOT AND DRIVEWAYS. 8. SUB BASE FOR ALL PARKING AREAS AND DRIVEWAYS. 9. GRADING OF LANDSCAPED AREAS. 10.PLACEMENT OF SHRUBS AND TREES. 11.SEEDING OPEN AREAS. 12.MULCHING POSSIBLE EROSION AREAS UNTIL SEEDING IS ESTABLISHED. 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 THEPRACTICES 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) 333-4507OR 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. TYPICAL WORK ITEMS 1 PROVIDE SILT FENCE AROUND THE CONSTRUCTION SITE AS PER DETAIL 1/SP-006. 2 PROVIDE STABILIZED CONSTRUCTION ENTRANCE AS PER DETAIL 4/SP-006. 3 PROVIDE STACKED HAY BALES AROUND INLETS AS PER DETAIL 2/SP-006. 4 PROVIDE 4" THICK MINIMUM BEDDED RED WOOD MULCH AT LOCATION INDICATED. 5 PROVIDE STACKED HAY BALE FILTERS AROUND ANY STREET INLET WITHIN THE PROXIMITY OF THE CONSTRUCTION SITE. 20.00' CURB CUT 20.00' CURB CUT 3 EXTENT OF ASPHALT PAVEMENT REPLACEMENT TYPICAL ELECTRIC VEHICLE CHARGING STATION 2 MODEL: EL-50650-GNTD-A CORD LENGTH: 23 FEET DIMENSIONS: 7.2” D X 58" H ADJUSTABLE AMPERAGE:12-32 AMPS VOLTAGE: 96 VAC – 264 VAC INPUT/OUTPUT POWER:7.2 KW INPUT CURRENT: 30 AMPS BREAKER SIZE: 40 AMPS WEIGHT: 125 LBS TEMPERATURE RATING:-40°F TO +122°F (-40°C TO +50°C ) ENCLOSURE: NEMA TYPE 4X; RAIN, SLEET, SNOW, ICE, COLD, AND HEAT RESISTANT NOTE: THE SUPPLY CONDUIT TO EVC WILL LAID UNDERGROUND FROM PANEL TO POINT OF DISCHARGE NOTE: THE SITE PLAN INFORMATION IS TAKEN FROM A SURVEY PREPARED BY BELTON BREVARD IV, P.L.S. LICENSE No 43099, DATED NOV. 21, 2025. TELEPHONE (973) 865 - 2624. DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - SP-004.00 PROPOSED SITE PLAN - SOIL EROSION & SEDIMENTATION CONTROL AND NOTES07 07� 4 5 10 9 6 CONCRETE VERTICAL CURB (6"X8"X18") TYPICAL SIDEWALK DETAIL TYPICAL @ DEPRESSED DRIVEWAY DETAIL UTILITY CROSSING GATE VALVE DETAIL 8" 3" MIN. 6" 18" 6" 1 ALL CONCRETE SHALL CONFORM TO NJ HIGHWAY DEPARTMENT SPECIFICATIONS CLASS "A" , AIR-ENTRAINED, 4.000 P.S.I. MINIMUM STRENGTH AT 28 DAYS. 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 SUBBASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING 5 ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO CITY OF NWAR STANDARDS, SPECIFICATIONS AND INSPECTIONS. 6 FORMWORK SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING 7 THE 6"X8"X18" CROSSECTION SHALL BE USED FOR ALL DEPRESSED CURB IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS. 8 UNIT PRICE BID SHALL INCLUDE BUT ARE NOT LIMITED TO ALL LABOR, EQUIPMENT MATERIALS AND TOOLS TO CONSTRUCT THE CURB AS SHOWN AND SPECIFIED ABOVE, IN A WORKMANLIKE MANNER. 9 PROVIDE 1 2" THICK, NON-EXTRUDABLE, FIBOUS BITUMASTIC MATERIAL WHERE CURB MEETS SIDEWALK. FINISH GRADE, TYP OF BIT SURFACING COURSE RCA SUB-BASE IF EXISTING SUBBASE NOT SUITABLE (AS DIRECTED BY ENGINEER) 1 1/4" RADIUS COMPACTED FILL SEE NOTE No.4 CONCRETE SIDEWALK 6'-0" 4" 3'-0" 20'-0" 5'-0" GENERAL NOTES: 1 ALL CONCRETE SHALL CONFORM TO CLASS "B" AIR-ENTRAINED, 4000 P.S.I. MINIMUM AT 28 DAYS. ALL CONCRETE WORK SHALL HAVE A WOOD FLOAT AND TANSVERSE BROOM FINISH, BROOMING SHALL BE DONE BEFORE INITIAL SET USING A STEEL OR BARN BROOM, ALL JOINTS AND EGES SHALL BE TOOLED AND ROUND. 2 SUBBASE AND FORMWORK SHALL BE FIRM AND APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING. 3 ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO CITY OF NEWARK STANDARDS. 4 WHEN SIDEWALK ABUTS CURB OR SIDEWALK, A 12" THICK NON-EXTRUDABLE, FIBROUS BITUMASTIC EXPANSION JOINT IS REQUIRED. 5 UNIT PRICES BID SHALL INCLUDE BUT ARE NOT LIMITED TO ALL LABOR, EQUIPMENT, MATERIALS AND TOOLS TO PERFORM THE CONSTRUCTION AS INDICATED ABOVE, IN A WORKMANLIKE MANNER. 6 FOR SCORING PATTERN, SIDEWALK SHALL BE DIVIDED INTO 2 LONGITUDINAL SECTIONS 7 CONTRACTOR SHALL PROVIDE A CURING AND ANTI-REPALLING COMPOUND TO BE APPLIED CONFORMNG TO ASTM DESIGNATION C-309 12" THICK, NON-EXTRUDABLE, FIBROUS BITUMASTIC MATERIAL FOR EZPANSION JOINT EVERY 20' PROVIDE 1 2" THICK NON-EXTRUDABLE FIBROUS BITUMASTIC MATERIAL WHERE SIDEWALK ABUTS CURB OR SIDEWALK 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" SECTION A-A PLAN VIEW BLIND CONTRACTION JOINT 1 1/2" DEEP CONCRETE CURB COMPACTED SUBGRADE SEE NOTE No.4 SLOPE 1:48 6" AT DRIVEWAYS 16" 2" 3'-0" 3'-0" 18" VARIES DRIVEWAY 16" VARIABLE DISTANCE 6" BACKEDGE OF SIDEWALK NEW 6" THICK SIDEWALK PLANTING STRIP 6"X8"X18" CONC. CURB 1 1 2" THICK NON-EXTRUDABLE FIBROUS BITUMASTIC MATERIAL FOR EXPANSION JOINT (TYPICAL) DEPRESSED CURB 5'-0" MIN. 2" 5'-0" MIN. PLAN ELEVATION SECTION A-A TOP OF PAVEMENT CURB BEYOND MAX. GRADE 8% 1 1 2" THICK NON-EXTRUDABLE FIBROUS BITUMASTIC MATERIAL FOR EXPANSION JOINT (TYPICAL) A 2'-0" 6" MIN. O.D. 2" MIN. 6" MIN. NOTES: 1. ENCASEMENT OF LOWER PIPE TO BE CARRIED 24" IN EACH DIRECTION BEYOND THE WALLS OF THE UPPER CONDUIT. 2. CONCRETE ENCASEMENT NOT NEEDED WHEN CLEARANCE EXCEEDS 4" EXCEPT WHERE SEWERS AND WATER MAINS CONFLICT. 6" MAX. 2'-0" + O.D. 2'-0" 3000 PSI CONCRETE UNDISTURBED EARTH VARIABLE DUCTILE IRON PIPE MAIN GATE VALVE KENNEDY STIX OR EQUAL VALVE BOX PAVEMENT OR GROUND ELEVATION 3 2 TYP. INSTALLAT. OF 1"-2" SERVICES WATER METER SETTING HANDICAP PARKING STALL / SIGNAGE 1 HANDICAP PARKING SIGN BLUE ON WHITE ORWHITE ON BLUE FACE OF CURB OR EDGE OF PAVEMENT CENTER LINE OF SPACE 4" BLUE 2" SPACE 4" WHITE 3'-0" TO 5'-0" 5'-0" TACTILE WARNING PER ANSI 4.29 WHEEL-CHAIR RAMP (see detail) 13'-0" (min) 5'-0" WHITE LETTERS & BORDER (TYP.) 2" X 2" STEEL TUBE EXTENDED INTO CONCRETE FILLED PIPE. 1" MIN. 1'-6" LOCATE SIGN AT CENTERLINE AND HEAD OF EACH HANDICAP STALL AND PIPE WHERE APPLICABLE 1'-0" BLUE WHITE LOGO 3'-0" BLUE FIN. GRADE 2'-6" 1'-0" 1'-6" 5'-0" PENALTY $250 FIRST OFFENSE SUBSEQUENT OFFENSES $250 MINIMUM AND/OR UP TO 90 DAYS COMMUNITY SERVICE TOW AWAY ZONE 7 3'-0" 1'-6" MIN. 12" 12" 3" 3'-0" 3'-0" CONCRETE WALK SLOPE 1:12 SAND CUSHION SECTION B-B SECTION A-A SLOPE 1:12 SLOPE 1:12 MAX. SLOPE 1:12 CURB FACE A PLAN A B 3'-0" 3'-0" (MIN.) 3'-0" B 1'-0" AT ENTRY RAMP 1'-0" AT ENTRY RAMP WHEEL CHAIR RAMP AT CURB 11 CITY ST. PERMANENT PAVEMENT RESTORATION WATER MAIN 18" MIN. 12" MINIMUM CUT BACK EDGE OF RESTORED PAVEMENT CURB LINE WATER SERVICE PLAN SECTION WATER SERVICE APPROVED FILL MATERIAL WATER SERVICE EXISTING ASPHALT TYP. EXISTING CONCRETE TYPICAL BITUMINOUS STABILZED BASE MIX 1 FABC. 1 MIX 5 SURFACE COURSE EXPANSION LOOP REQUIRED NEAR MAIN CORPORATION TAP - 1" OR 2" 4' MINIMUM COVERCURB LINE SIDEWALK 12" MIN. VALVE BOX OR CURB BOX 1" - 2" COPPER TUBING TYPE 'K' PROFILE VIEWFINISHED GRADE NEWARK STANDARD CURB STOP 1" - 2" COPPER TUBING TYPE 'K' CORPORATION TAP - 1" CORPORATION TAP - 2" PLAN VIEW NOTE: 1" - 2" TYPE 'K' COPPER TUBING ALL FITTING TO BE FLARED, NO SOLDER JOINTS ALLOWED UNDERGROUND. CURB BOX REQUIRED FOR 1" SERVICE AND STREET BOX FOR 2" SERVICE. CORPORATION TO BE TAPPED ON UPPER QUARTER OF PIPE FOR 1" SERVICE AND ON TOP OF PIPE FOR 2" SERVICE. 8 2" 6" NOTE: THE CONTRACTOR WILL GUARANTEE THAT THE SUBBASE HAS BEEN STABILIZED BY ROLLING WITH APPROPRIATE ROLLERS AND COMPACTED TO A DENSITY NOT LESS THAN 95 PERCENT, IT SHALL BE UNDERSTOOD TO MEAN COMPACTION OF A MOISTURE CONTENT WITHIN 2 PERCENT OF OPTIMUM, TO NOT LESS THAN THE SPECIFIED PERCENTAGE OF MAXIMUM DENSITY AS DETERMINED BY CURRENT ASTM DESIGNATION D 698, PRIOR TO THE PLACING OF THE BITUMINOUS CONCRETE BASE COURSE MIX No. 1 BITUMINOUS CONCRETE SURFACE COURSE MIX No.5 BITUMINOUS CONCRETE BASE COURSE MIX. No. 1SUBGRADE 1. SUBBASE SHALL BE FIRM AND APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO PAVING. 2. ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO NEW JERSEY D.O.T. 1953 STANDARD SPECIFICATIONS AND DIRECTIVES. 3. THE CONTRACTOR SHALL PREPARE THE EXISTING SURFACE INCLUDING BUT NOT LIMITED TO REMOVAL OF DEBRIS AND VEGETATION. PROVIDING POWER AND HAND BROOMING AND ADJUSTING MANHOLES AND WATER BOXES. ALL TO THE SATISFACTION OF THE CITY ENGINEER. 4. THE CONTRACTOR SHALL PAVE INTERSECTIONS TO THE POINT OF TANGENCY OF THE RADIUS RETURN OR AS DIRECTED BY THE CITY ENGINEER 5. UNIT PRICE BIDS SHALL INCLUDE BUT ARE NOT LIMITED TO ALL LABOR, EQUIPMENT, MATERIALS AND TOOLS TO PERFORM THE CONSTRUCTION, AS INDICATED ABOVE, IN A WORKMANLIKE MANNER. ASPHALT PAVEMENT DETAIL 4" HOUSE CONTROL OS&Y GATE VALVE GRADE. MECHANICAL EQUIPMENT ITEMS 2" DOMESTIC WATER METER INLET CONTROL VALVE (BALL VALVE). 2" REDUCED PRESSURE ZONE (RPZ), WATTS LF909RPDA REGISTER RPZ WITH STATE BY SUBMITTING FROM BWSE-PCI-145. 2" WATER METER, AS PROVIDED BY WATER DEPARTMENT. 1 2 4x4X4 TEE WITH 2" SCREWED FITTING. 34 5 6 6" AIR GAP DRAIN FITTING BELOW. 7 1" TEST TEE WITH BALL VALVE (2"x2"x2"). 8 1" METER OUTLET CONTROL VALVE (BALL VALVE) 9 2" SPRINKLER CONTROL OS&Y GATE VALVE. 10 4" DOUBLE CHECK DETECTOR. 11 4" CHECK VALVE. 12 WATER FLOW SWITCH. NOTE: THE SPRINKLER DESIGNER WILL PROVIDE ALL EQUIPMENT SIZES AND MODELS. 1 2 3 4 6 1" 5 7 8 CL WATER METER RM PIPE SUPPORT (TYPICAL) 2" PIPE TO SERVE BUILDING SPRINKLER 2" RISER MANIFOLD 4" PIPE FROM HOUSE CONTROL VALVE 4" 4" 3'-6"10 11 12 4" AIR GAP 2" PIPE FROM FIRE DEPARTMENT CONNECTION MAINTAIN 12" MIN. CLEARANCE ABOVE RPZ 2" DOMESTIC WATER SUPPLY SEE WATER SUPPLY DIAGRAM 2/P-001 4" DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - SP-005.00 SITE PLAN DETAILS I08 08� 2 6 RESET GRANITE CURB TYPICAL SOIL CONSERVATION DETAILS PIPE INST. AND PAVEMENT REST. T.O DEPRESSED CURB T.O. PROPOSED PAVEMENT GENERAL NOTES: 1. SUB-BASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING OF CONCRETE. 2. EXPANSION JOINTS SHALL BE FILLED WITH A 1/2" THICK, NON-EXTRUDABLE FIBROUS, BITUMASTIC MATERIAL 3. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO NJ DOT 1989 STANDARDS, SPECIFICATIONS AND INSPECTIONS. 4. UNIT PRICES BID SHALL INCLUDE, BUT ARE NOT LIMITED TO ALL LABOR EQUIPMENT, MATERIALS AND TOOLS TO PERFORM THE CONSTRUCTION AS INDICATED ABOVE IN A WORKMANLIKE MANNER 5. THE GRADE OF THE FORMWORK SHALL BE APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING 1-1/2" GUTTER DEPTH MAXIMUM 6" 16" 12" 6" 18" 18" PROVIDE 1/2" THICK, NON-EXTRUDABLE FIBROUSM, BITUMASTIC MATERIA WHERE CURB ABUTS SIDEWALK CLASS "C" CONCRETE NO POINTED JOINTS, EXPANSION JOINTS REQ. DRIVEWAY SIDEWALK-GRADE=1/4 : 48 6" 4" 6" 18" 12" 18" 18" CLASS "C" CONCRETE 6" 6" DEPRESSED CURB AT DRIVEWAY NO POINTED JOINTS, EXPANSION JOINTS REQ. CONCRETE FOUNDATION FOR HIGH CURB PROVIDE 1/2" THICK, NON-EXTRUDABLE FIBROUSM, BITUMASTIC MATERIA WHERE CURB ABUTS SIDEWALK 18" OR 36" SILT BARRIER FENCE SHOULD BE LOCATED TO PREVENT THE INFILTRATION OF FINES OR SEDIMENT INTO THE INLET BOX IF BACKFILL OPERATIONS HAVE NOT BEEN PERFORMED THE SILT BARRIER FENCE SHALL BE LOCATED OUTSIDE THE AREA EXCAVATED FOR THE INLET BOX SILT BARRIER FINISHED GRADE LINE INLET BOX INLET GRAVE FLOW LINE SWALE SWALE FLOW LINE VARIABLE SLOPE VARIABLE SLOPE 4" POSITION AND STAKE 6 MIN HAY BALES TO FORM A SEDIMENT FILTER AROUND STORM INLETS (AS SHOWN) SEE "SOIL CONSERVATION SITE PLAN" FOR LOCATIONS TWO (2) 3 4" DIA. GALV. PIPES PER HAY BALE 18" MIN. BELOW GRADE (TYPICAL) EMBED HAY BALES 4" INTO GRADE (TYPICAL) SEE SOIL EROSION AND SEDIMENT CONTROL PLAN FOR ADDITIONAL NOTES PROVIDE STAKED HAY BALES WHERE SHOWN ON SOIL CONSERVATION SITE PLAN WITH APPROVAL FROM THE GOVERNING SOIL CONSERVATION DISTRICT STAKED HAY BALES MAY BE SUBSTITUTED FOR SILT FENCE (TYPICAL) TWO (2) 3 4" DIA. GALVANIZED PIPES PER HAY BALE (TYPICAL) EMBED HAY BALES 4" MIN. INTO GRADE STORM INLET FILTER STALED HAY BALE DETAIL GRADE NOT TO SCALE STORM INLET GRADE NOT TO SCALE PIPE O.D. + 2'-0" 8" MIN. 12" 12" TRENCH WIDTH + 2'-0" 6" 2" 6" 2" NOTES: 1. SUBBASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO CITY OF NEWARK STANDARDS, SPECIFICATIONS AND INSPECTIONS. 3. CONTRACTOR MUST PROVIDE SWUARE AND UNIFORM PAVEMENT CUT PRIOR TO PAVEMENT REPLACEMENT. 4. REMOVE 6" WIDTH AND 2" THICK TOP SURFACE LAYER BEYOND TRENCH WIDTH. 5. CONSTRUCT, PUT TACK COAT ALONG VERTICAL AND HORIZONTAL SURFACES. 6. CONSTRUCT 2" THICK BITUMINOUS CONCRETE SURFACE COURSE AND ROLL IT PROPERLY EXIST. SURFACE TO REMAIN PAVEMENT RESTORATION 2" BIT SURFACING COURSE FABC-1 6" BIT STABILIZED BASE COURSE SEE NOTE 4 AND 6 EXIST. PAVEMENT COMPACTED SUBGRADE (95% PROCTOR DENSITY) TO BE APPROVED WHEN EXCAVATED MATERIAL IS UNSUITABLE AS BACKFILL OR AS DIRECTED BY THE ENGINEER. 3 4" BROKEN STONE BEDDING SELECTED SAND FILL LAID AT 6" COMPACTED COURSES CUT VERTICAL EXISTING SURFACE TO REMAIN SEE NOTE 4 AND 6 D/2 VINYL FENCE DETAIL 7 PAINTED ALUMINUM FENCE AND GATES DETAIL 8'-0" POST LENGTH 1 1 2" 2" 2'-0" 6'-0" 3'-6" 5'-8 1 2" HEIGHT 6'-0" 5'-7" INSIDE GRADE SHADOWBOX - BROWN COLOR 6'-0" ℄ TO ℄ OF POST ℄ TO ℄ OF POST 12" 2'-0" 4" O.C. PROVIDE 6'-0" HGT WHERE INDICATED IN THE DWG FENCE SECTION ELEVATION (FOOTING WIDTH TO BE (4) X POST WIDTH. 1 1 2" X 5" SQ. BOTTOM RAIL 1 1 2" X 1 1 2" SQ. TOP RAIL 1 1/4" SQ. POST 3/4" SQ. PICKET 3'-6" TYP. 4'-0" OR 6'-0" 8'-0" MAX. 5" 3" 4" 2" FINISH FLOOR 2"x2"x 14" STL. PLATE WELD TO 'U' STL. 'U' BACKUP WELD TO BOTTOM TUBE AND GRIND SMOOTH PAYSON CASTER 3" ∅ A SECTION A 3'-4" 4'-0" 5" 3" 20'-0" 3'-0" PROVIDE SPRING HINGE (2) PER GATE TYP. 4'-0" 8 5 AS REQUIRED STABILIZED 20'-0" 20'-0" MIN. STABILIZED PLAN SECTION EDGE OF SIDEWALK (TYPICAL) PROVIDE APPROPRIATE TRANSITION BETWEEN STABALIZED CONSTR. ENTRANCE AND PUBLCI FLOW/AREAS (TYP) PROVIDE 6" DEEP BED OF 3" CRUSHED STONE WHEEL CLEANING BLANKET AS STABILIZED CONTR. ENTRANCE (TYP.) CONSTRUCTION ENTRANCE MIN. 25' RAD 25' RAD EXISTING GRADE (TYPICAL) CONSTRUCTION ENTRANCE SIDEWALK 6" MIN. 18" OR 36" 18" MIN. 6'-0" (TYPICAL) 1'-6" 8" 4" ANCHORING POST MESH SUPPORT EXISTING GROUND LINE GEOTEXTILE MATERIAL COMPACTED EXCAVATED SOIL EMBANKMENT SLOPE FOR EMBEDEMENT DETAIL SEE DET B DIRECTION OF FLOW SILT FENCE FABRIC TO BE AS MANUFACTURED BY "GEOFAB" OR APPROVED EQUAL FABRIC TO BE 10 MILS THICK AND INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS SUBMIT SHOP DRAWINGS 12" OF FABRIC MUST BE BURIED BELOW GRADE AS SHOWN 36" OF FABRIC ABOVE GRADE TO BE SECURED TO FENCE POSTS AS PER MANUFACTURERS INSTRUCTIONS GRADE NOT TO SCALE SILT FENCE NOT TO SCALE TOE OF SLOPE CONDITION STEEL FENCE POSTS TO BE 5' LONG AND INSTALLED AT 8'-0" O.C. MAX. 1'-6" TO BE DRIVEN BELOW GRADE TYP. HOUSE SEWER CONNECTION DETAIL 45° 45 SECTION JOINT TO BE CLEAR OF CONCRETE (TYP.) EXISTING SEWER LINE (TYPICAL) FOUNDATION MATERIAL (TYPICAL) ENCASE CONNECTION AND WYE SOLID IN CONCRETE (TYP.) FLOW SEE PLAN FOR PIPE SIZE AND SLOPE (TYPICAL) PLAN JOINT TO BE CLEAR OF CONCRETE (TYP.) STANDARD WYE ENCASE CONNECTION AND WYE SOLID IN CONCRETE (TYP.) EXISTING SEWER LINE (TYPICAL) JOINT TO BE CLEAR OF CONCRETE (TYP.) SEE PLAN FOR PIPE SIZE AND SLOPE (TYPICAL) FLOW FLOW 3 STABILIZED CONSTRUCTION ENTRANCE 4 BOLLARD DETAIL 10 TYPICAL SILT FENCE DETAILS 1 9 4 YARD DUMPSTER DETAIL 3'-6" 4'-4" 2'-0" DIA. 6" ROUNDED CONCRETE CAP TO DRAIN PAINT (2) COATS TRAFFIC YELLOW, UNLESS NOTED OTHERWISE. 8" DIA. STANDARD STEEL PIPE (UNLESS NOTED OTHERWISE) FILLED W/ CONCRETE ASPHALT PAVING NOTES: 1. VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE DRILLING FOR CONCRETE FOUNDATION. 2. WHERE 4" OR 6" PIPE BOLLARDS ARE SPECIFIED, CONC. BASES SHALL BE 1'-6" DIA BY 3'-0" DEEP. 3. DIMENSION (D) OF ROUNDED CONCRETE CAP SHALL BE 1 4 PIPE DIAMETER. 4. PROVIDE REMOVABLE PIPE BOLLARDS AT EQUIPMENT ACCESS PANELS AS REQUIRED. COMPACTED FILL - SEE SOILS REPORT CONCRETE FOUNDATION 4,000 PSI. DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - SP-006.00 SITE PLAN DETAILS II09 09 REVISED AS PER THE TECHNICAL REVIEW COMMITTEE COMMENTS AT THE MEETING HELD ON APRIL 15TH, 2026� WALL MOUNTED LUMINAIRE 1 TRENCH RESTORATION DETAIL 8 12" 12" DETECTABLE LOCATION TAPE PIPE BEDDING. SEE DETAIL THIS SHEET 5'-0" MIN. 12 " INITIAL FILL COMPACT IN 6" LIFTS TYP. PAVEMENT SECTION O.D. 5" TOPSOIL SEED, & MULCH NON-PAVED AREAS PAVED AREAS 18" PROVIDE REINFORCEMENT RODS AS REQUIRED. RECTILINEAR TYPE LIGHTING FIXTURE IN A DARK BRONZE FINISH. W/ CURVE SHEILDS. SEE BELOW FOR TYPE OF FIXTURE 12'-0" 2'-0" 4'-0" 2'x2' BASE COVER ANCHOR BOLT. FINISHED GRADE. PVC SCHEDULE 40 CONDUIT 14'-0" 5'-0" SINGLE TYPE FIXTURE TYPE LIGHT FIXTURE SHALL BE RARI-100-4K-7 (COLOR BRONZE) CONCRETE FTG/FDN LIGHT POLE- RSD-55-1 ADJUSTABLE ARM MAS-K-1 MAS-TK-1 NOTE: CONTRACTOR MUST PROVIDE CONDUIT LAYOUT DWGS FROM PANEL TO LIGHTS POLES FOR APPROVAL BY THE ARCHITECT. 1 FC 5 FC 3 FC A - POLE FIXTURE W/ CURVE SHIELD LOADING SPACE NUMBER, TYP. NOTE: 1. USE NON-REFLECTIVE WHITE PAINT, TYP. BUT USE YELLOW PAINT ON CONCRETE OR OTHER SURFACES WHERE WHITE PAINT DOES NOT PROVIDE SUFFICIENT CONTRAST. 1'-10" 10" 3'-2" 6" 1'-5" 10" 1'-5" 3'-0" MAX. 2'-0" MIN. 5'-0" TRAFFIC ARROW, TYP. LETTER, TYP. 20 PAVEMENT STRIPPING, TYP. 4"MIN. 6"MAX. 20'-0" OR (AS REQUIRED) 8" C - WALL MOUNTED FIXTURE 10'-6" 4'-0" WALL MOUNTED 175 WATTS LIGHT SOURCE W/ PHOTOCELL (USE METAL HALITE BULB). CONNECT TOPOWER PANEL. 5 2 FOOT-CANDLE (INTENSITY) GRADE EXTERIOR WALL HUBBELL LAREDO LMC-30LU-3K-3-0-1-PC (1-120V) 2 FOOT-CANDLES MAINTAINED AT THIS LEVEL. 5.0 FC 3.0 FC 1.0 FC TYP. NOTE:. ALL EXTERIOR LIGHTING HAVE PHOTOCELLS SENSORS. LIGHTING COMES ON ONLY AT SUNDOWN AND SHUTS OFF AT DAYLIGHT 6 2'-0" MAX. & VARIES 3'-6" MIN. 6" 3'-0" MAX. PERFORATED DRAIN WITH FILTER SOCK COMPACTED GRANULAR BASE FILTER CLOTH DRAINAGE LAYER SIENA STANDARD 500 UNIT COMPACTED EARTH SIENA 925 UNIT CONC. SURFACES CAP STONE BITUMINOUS PAVING 10 TRENCH DRAIN DETAIL RETAINING WALL DETAIL 2'-0" 6" 1'-0" 6" 2'-6" CAMPBELL FOUNDRY PATTER No. 4528 OR APPROVED EQUAL SECTION B-B N.T.S 4" PVC PIPE (LOCATION PER PLAN) 1% SECTION A-A N.T.S PLAN N.T.S A A BB CLASS 'C' CONCRETE OR CONC. BLOCK 6" WIDTH OF DRIVEWAY 3 FC 5 FC B - CANOPY FIXTURE SIDEWALK EXTERIOR WALL 2 FOOT-CANDLES MAINTAINED AT THIS LEVEL. 5 3 FOOT-CANDLE (INTENSITY) GRADE 12'-0" 4'-0" RECESSED DOWN LED FIXTURES SEE LIGHT SCHEDULE IN DWG E-001 CONNECT TO POWER PANEL. CEILING RECESSED MOUNTED CANOPY LUMINAIRE 2 TYPICAL PAVEMENT MARKING - PAINTED SIGNAGE 5 YARD LIGHT POLE DETAIL 4 TYP. PLANTING DET. - TREES AND SHRUBS 11 48" 16" 48" 16" 16" SQ. 12" MIN. 6" MIN. 3 GUYS OF 10 GAUGE TWISTED WIRE 120 DEGREES APART - AROUND TREE TURNBUCKLE 4" SOIL SAUCER 24" X 2' X 2" STAKE DRIVEN FLUSH WITH FINISHED GRADE DECIDUOUS TREE - PRUNE BACK 14" ON-SITE SPRAY WITH ANTI DESICCANT ACCORDING TO MANUFACTURERS INSTRUCTIONS - IF FOLIAGE IS PRESENT, DOUBLE STRAND OF 10 GAUGE GALVANIZED WIRE TWISTED 2 1 2" DIA. - 10' LONG CEDAR STAKE WITH NOTCHED END (1' EXPOSED) - 2 PER TREE2" MULGH BACKFILL WITH TOPSOIL AND PEAT MOSS 3:1 RATIO BY VOLUME IN 9" LAYERS, WATER EACH LAYER UNTIL SETTLED NOTE: WRAP DECIDUOUS TREES OVER 1" CAL WITH BURLAP OR ASPHALTIC CRINKLE KRAFT TREE WRAP 6" FOR PLANTS UP TO 4' HEIGHT MIN 8" FOR PLANTS OVER 4' HEIGHT MIN. TYPICAL PLANTING DETAILS - TREES AND SHRUBS PLANTING SCHEDULE MARK SYMBOLSCIENTIFIC NAME FULL SIZE PLANTING SIZEREMARKS S.M. ACER RUBRUM B.A. BERBERIS ATROPURPUREA RED JAPANESE BARBERRY COMMON NAME RED OF SCARLET MAPLE50'-60' 3" CALIBER 4.5'-5' 3' B & B 3YR TRAP EVERGREEN TREE PROPORT. BY WT. GRASS SEED MIX SCHEDULE NAME OF GRASS MIN. GERMINATIONMIN. PURITY PENNLAWN FESCUE FYLKING BLUEGRASS PERENNIAL RYEGRASS 60% 30%10% 85% 85%90% 95% 85%95% DETAIL OF TREE PLANTER LOCKSTONE BRICK CONCRETE BIT. PAVEMENT TREE TRUNK EQUAL TO TWICE BALL DIAMETER LOOSEN SUBSOIL EQUAL TO TWICE BALL DIAMETER GARDEN HOSE NOTES: · ANY PLANT THAT FAILS TO SURVIVE WITHIN A PERIOD OF ONE YEAR AFTER THE ISSUE OF THE C.O. FOR THE ENTIRE PROJECT, SHALL BE REPLACED WITH THE SAME TYPE OR EQUIVALENT. · ALL TREE SIZING SHALL BE A MINIMUM DIA. CALIBER OF 3' DIA. · ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS. · CONTRACTOR SHALL VERIFY ALL PLANT DISCREPANCIES INCLUDING PLANT QUANTITY DISCREPANCIES BETWEEN PLAN LIST AND PLAN. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING QUANTITY WHICH IS GREATER. · ALL EXISTING LAWN AREAS DISTURBED DURING CONSTRUCTION SHALL BE SODDED EXCEPT THAT LAWN AREAS WITH MINOR DAMAGE SHALL BE RECONSTITUTED. · TOPSOIL FOR PLANTING SHALL BE ANALYZED FOR DEFICIENCIES AND IMPROVED AS REQUIRED. · ALL SHRUBS BEDS AND TREE SAUCERS SHALL BE MULGHED AS REQUIRED. · ALL PROPOSED PLANT MATERIALS SHALL BE BALLED AND BURLAPPED UNLESS NOTED OTHERWISE ON PLANTING SCHED. · AFTER THE PLANTING CONTRACTOR HAS COMPLETED THE TERMS OF HIS CONTRACT, THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL PROPOSED PLANTINGS BY PROVIDING THE CORRECT METHOD OF WEEDING, SPRAYING, WATERING, PRUNING, AND FERTILIZING ACCORDING TO GOOD HORTICULTURAL PRACTICE. · PROVIDE SNOW FENCING AS REQUIRED AROUND EXISTING TREES TO BE SAVED IF APPLICABLE. · CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL (NOT LAWNS) FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OR C.O. TOTAL 346 FOLD BACK BURLAP FROM TOP OF BALL DECIDUOUS TREE EVERGREEN TREE GROUND LINE TO BE THE SAME AS EXISTED AT THE NURSERY SIGN DETAILS N.T.S. GRADE ENTER STOP EXIT SIGN A SIGN B 1'-6" TYP. NOTES: 1. ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION, AS STATED ON THE CURRENT MANUAL ON ' UNIFORM TRAFFIC CONTROL DEVICES' FOR STREET AND HIGHWAYS. 2. ALL POS SHALL BE EMBEDDED 4'-2" MINIMUM. 3. POST MAY BE STEEL ALUMINUM OR 2 PIECE U-POSTS IN CONFORMANCE WITH CURRENT A.S.T.M. SPECIFICATIONS A123. 4. SIGNS AND SIGN SUPPORTS SHALL BE IN CONFORMANCE WITH SECTION 916 OF THE NJDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS CURRENTLY AMENDED. 5. IN AREAS WITHOUT CURBING, THE OUTER EDGE OF SIGN TO BE 6'-0" MINIMUM TO 12'-0" MAXIMUM FROM EDGE OF SHOULDER, AS DIRECTED. 6. ALL STEEL POST AND BRACKETS SHALL BE CUT, BEND AND HOLES PUNCHED AND DRILLED BEFORE GALVANIZING. GALVANIZING SHALL BE IN CONFORMANCE WITH CURRENT A.S.T.M SPECIFICATIONS 123. 7. BOLTS SHALL NOT PROTRUDE MORE THAN 3 4" BEYOND THE HUT WHEN TIGHT BUT SHALL ENGAGE ALL THREADS IN THE NUT. 1'-6" 6'-0" 1'-6" TYP 1'-6" CONC. FND. 1'-6" TYP. 1'-6" CONC. FND. PAINTED COLOR RED PAINTED COLOR WHITE PAINTED COLOR WHITE PAINTED COLOR BLACK PAINTED COLOR BLACK PAINTED COLOR WHITE 9 REFUSE ENCLOSURE 7 3'-6" 5'-0" 6" 8" 2" 6" 3'-0" 2" 2'-6" 1'-0" 8" CMU STONE CAP 31 2" 31 2" 5'-0" HIGH 22'-6" 10'-0" 1'-0" 8'-0" 1'-0" 22'-6" BRICK 5'-0" HIGH 10'-0" 5'-0" HIGH 1'-4" 4'-0" DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - SP-007.00 SITE PLAN DETAILS III10 10� PIPE PROFILE 2 SCALE: 1" = 5'-0"TRASH RACK (FOR OUTLET STRUCTURE) 12" 3'-0" 4'-0" 6"x6" MAXIMUM GRID COVER GRID WITH GALVANIZED # 10 GA. WIRE (1-1/2"x1-1/2" MAX. OPENING) 4/ 4"x2"x40" ALUMINUM ROUND STOCK 4/ 4" DIA. ALUMINUM ROUND STOCK ANCHOR BOLT INV. = 156.83 SECTION A-A 7'-4" 6'-0" 8" 8" 5'-8" 4" OUTLET 48" DIA. HDPE INLET 8" 8'-0" 8" 8" 8'-0" 8" PLAN A A INLET INV. = 156.17 OUTLET 4" ∅ OVERFLOW DUCTILE IRON PIPE TO CITY SEWER 8" RCP TRASH RACK FOR OUTLET STRUCTURE SEE DETAIL 4/SP-008 3" ORIFICE GRATE = 168.50 INV. = 156.83 GRATE = 165.50 48" HDPE 48" HDPE 44'-8" 8" 8'-0" 8" 8" 8" INV. = 156.83 5'-6" 5" SEDIMENT AREA 8" 8" WEIR INV. 161.67 INV. = 156.17 2'-11" 2'-2" 2'-11" 8" 4'-4" 8" 3'-0" 8" 8" 2'-8" 6" 1'-6" 3'-2" 3'-4" 2'-11" 2'-2" 2'-11" 8" 3'-2" 6" PRECAST CONC. VAULT 2" 6" OUTLET STRUCTURE DETAIL 1 0 5 10 15 20PROPERTY LINE 8" RCP SLOPED AT 1.5% EXIST. 15" STORM DRAIN INV 153.77 165.00 160.00 155.00 150.00 25 20 15 10 5 0 OUTLET STRUCTURE 4" Ø OVERFLOW DUCTILE IRON PIPE INV. 156.179'-4" 5.34' 19.61' INV 154.71 INV. 156.83 INV. 156.83 8" EXISTING WATER MAIN 24.94' 25 GRATE165.50 INV. 156.17 7'-4" 2'-8" 3 NOTE: THE CONTRACTOR SHALL TERMINATE EXISTING SEWER SERVICE AT THE CURB AND EXISTING WATER TAP AT THE MAIN PRIOR TO THE INSTALLATION OF ANY NEW UTILITY. IF ANY STORM WATER RUNOFF DRAINAGE PROBLEM OCCUR ON THEIR PROPERTY THEIR PROPERTY AND/OR NEIGHBORING PROPERTIES, IT WILL BE THE APPLICANTS RESPONSIBILITY TO REMEDY THE THE DRAINAGE ISSUE. 65 60 55 50 45 OUTLET STRUCTURE 6'-0" 48" HDPE 9'-4" 44.67' INV. 156.17 GRATE168.50 INV. 156.17 7'-4" 5'-8" 70 W-8" 40 GRATE / FRAME DETAIL (V5665 ASSEMBLY) 4 373 4" 118" 7 8" 114" 258" 325 8" GRATE LONGITUDINAL SECTION 253 4" 11 8" 25 8" 78" 3 4" 11 2" FRAME/GRATE PLAN GRATE SECTION FRAME LONGITUDINAL SECTION 38" 39" 36 1 8" 1 2" SHARP FACE GOTHIC (2) RAISED TROUT NOTES: · LOAD RATING HEAVY DUTY. · OPEN AREA 459 S.F. · COATING UNDIPPED. · DESIGNATES MACHINED SURFACES. 27" 26" 311 2" 241 8" 26" FRAME SECTION 311 2" 431 2" MATERIALS · FRAME GRAY IRON (CL35B) · GRATE IRON (CL35B) 4 SP-008 TYPE 'E' INLET DETAIL 5 1. INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS. BOTTOM SHALL BE DISHED AND SLOPED TOWARDS THE OUTLET PIPE AT A RATE OF GRADE 2 INCHES PER FOOT. 2. THIS INLET MAY BE CONSTRUCTED OF CONCRETE OR CONCRETE BLOCK. IF CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE & THE OUTSIDE OF THE WALLS SHALL BE PLASTERED WITH 12" COAT OF 1:2 CEMENT SAND MORTAR. THE INSIDE WALLS JOINT SHALL BE STRUCK & PAINTED. 3. PROVIDE 7 8" DIA. 7" x 12" ALUMINUM LADDER RUNGS, 12" 0.C. OR COPOLYMER POLYPROPYLENE PLASTIC STEPS WITH 1 2" DIA. GRADE 60 STEEL REINFORCEMENT MA INDUSTRIES PS2-PF OR PS2-B WITH PRECAST PRESS FIT INSERTS. 12" O.C. 4. INLET FRAME AND GRATES TO BE CAMPBELL FOUNDRY PATTERN NO. 3425 OR APPROVED EQUAL. 5. WHEN DEPTH IS GREATER THAN 12' THE WALLS SHOULD BE EITHER 8" CONCRETE OR 8" SOLID CONCRETE BLOCK AND THE FOOTING SHALL BE EXTENDED TO 12" BEYOND THE OUTSIDE WALLS. 6. CLASS 'C' CONCRETE TO BE USED IF CONSTRUCTED OF CAST IN PLACE CONCRETE OR SOLID CONCRETE BLOCK AND CLASS 'B' CONCRETE TO BE USED IF PRECAST CONCRETE. 7. IN ACID SOILS, TWO COATS OF BITUMASTIC WATER PROOFING SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATION. NOTES: 4'-8" LADDER RUNGS 12" O.C. 6" CONCRETE OR CONCRETE BLOCK (SEE NOTE #2 & #5 8" 3'-6" 6" DEPTH OF INVERT TO BE 0.50 MINIMUM THE DIAMETER OF MAIN SEWER THROUGH INLET 4'-6" 6"6" 3'-6" 6"6" 2" PLAN B A A 5'-0" 6"6" 4'-0" 6"6" INLET FOUNDATION TO BE EXTENDED 6" WHERE DEPTH EXCEEDS 8'-0" EXCEPT IN ROCK SECTION A-A SECTION B-B B FRAME AND GRATE (SEE NOTE #4) LADDER RUNGS 12" O.C. 3'-9" DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - SP-008.00 SITE PLAN DETAILS IV11 11� 1 GROUND FLOOR PLAN A-001 STAIR #2UP 20R @ 7" T = 11" STAIR #1UP 20R @ 7" T = 11" ELECTRICAL METER RM WATER METER RM LOBBY RETAIL GROSS AREA 988 S.F BICYCLE RM TRASH REMOVAL COMMON RM RETAIL GROSS AREA 989 S.F STORAGE STRUCTURE ABOVE PROPERTY LINE CONC. COLUMN TYP. 34'-9" 5'-0" 3'-6" 9'-5" 11'-9" 26'-5" 17'-1" 44'-8" 23'-2" 14'-1" 14'-0" 13'-0" 9'-0" 25'-2" 7'-0" 9'-3" 6'-11" 7'-0" 24'-11" 9'-2" 12'-10" 17'-1" 11'-8" 7'-0" 18'-3" 7'-0" 3'-6" ELEV. 22'-5" 22'-8" 29'-9" 23'-6" 20'-10" 120'-10" 8" 1 2 3 4 5 1'-0" 6 22'-5" 22'-8" 29'-9" 23'-6" 20'-10" 1 2 3 4 5 6 100'-0" 20'-10" 1'-0" 21'-5" 19'-4" 1'-0" 8" 2'-5" 42'-5" C B A 21'-5" 19'-4" 1'-0" 8" 2'-5" 42'-5" C 2'-0" B A 2'-4" CONC. PAVING VESTIBULE 8'-0" 7'-6" 13'-3" 2'-0" 12'-0" 10'-6" A-001.0012 PROPOSED GROUND FLOOR PLAN DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - 12� UP 18R @ 7" T = 11" UP 18R @ 7" T = 11" 1 SECOND FLOOR PLAN A-002 11'-8" 15'-7" 12'-0" 5'-3" 10'-0" 13'-2" 5'-5" 3'-6" 11'-10" 18'-5" 13'-2" 12'-8" 5'-3" 12'-0" 5'-5" 3'-6" 23'-9" 5'-6" 4'-6" 8'-0" 18'-8" 18'-8" 5'-5" 11'-8" 3'-6" 5'-5" 15'-7" 5'-5" 12'-0" 5'-3" 10'-0" 13'-3" 11'-8" 5'-3" 18'-1" 5'-7" 18'-8" 3'-6" 8'-0" 2'-6" 3'-2" 3'-6" 5'-5" 12'-4" APT 201 2 BEDRM 996 S.F. DN 24R @ 7" T = 11" APT 202 STUDIO 530 S.F. APT 203 2 BEDRM 1,109 S.F. APT 205 2 BEDRM 996 S.F. APT 204 1 BEDRM 761 S.F. STAIR #2 STAIR #1 DN 24R @ 7" T = 11" 5'-11" 14'-0" 5'-0" 8'-0" 8'-0" 7'-5" 6'-6" 4'-7" 3'-7" 12'-2" 3'-6" 2'-4" 3'-1" 8'-11" 5'-5" 14'-6" 8'-0" 8'-0" 5'-0" 14'-0" 2'-5" 14'-4" 3'-6" 120'-10" 45'-0" 20'-10" 44'-10" 19'-4" 25'-6" 31'-2" 23'-10" 2'-3" 2'-3" BEDRM 2 160 S.F. MASTER BEDRM 229 S.F. KITCHEN W.I.C. MASTER BATHRM MECH. RMBATHRM CLOSET CLOSET BATHRMLIVING/ DINING RM BEDRM 2 125 S.F. MASTER BEDRM 195 S.F. KITCHEN W.I.C. MASTER BATHRM MECH. RM BATHRM CLOSET CLOSET LIVING/ DINING RM BEDRM 2 125 S.F. MASTER BEDRM 195 S.F. W.I.C. MASTER BATHRM BATHRM CLOSET LIVING/ DINING RM CLOSET KITCHEN MECH. RM KITCHEN LIVING/ DINING RM BEDRM 152 S.F. CLOSET W.I.C. MECH. RM 2'-3" A-002.0013 PROPOSED SECOND FLOOR PLAN DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - 13� UP 18R @ 7" T = 11" UP 18R @ 7" T = 11" 1 THIRD FLOOR PLAN A-003 15'-7" 5'-5" 18'-5" 5'-5" 4'-6" 8'-0" 18'-8" 18'-8" 15'-7" 5'-5" 11'-8" 5'-3" 18'-1" 8'-0" 2'-6" 3'-2" 3'-6" 5'-5" 12'-4" 5'-11" 14'-0" 5'-0" 8'-0" 8'-0" 7'-5" 6'-6" 4'-7" 3'-7" 12'-2" 3'-6" 2'-4" 3'-1" 8'-11" 5'-5" 14'-6" 8'-0" 8'-0" 5'-0" 14'-0" 2'-5" 14'-4" 3'-6" 120'-10" 45'-0" 20'-10" 44'-10" 19'-4" 25'-6" 31'-2" 23'-10" APT 301 2 BEDRM 996 S.F. DN 18R @ 7" T = 11" APT 302 STUDIO 530 S.F. APT 303 2 BEDRM 1,109 S.F. APT 305 2 BEDRM 996 S.F. APT 304 1 BEDRM 761 S.F. STAIR #2 STAIR #1 DN 24R @ 7" T = 11" 11'-8" 3'-6" 5'-5" 11'-8" 3'-6" 5'-5" 12'-0" 5'-3" 2'-3" 10'-0" 13'-3" KITCHEN W.I.C. MASTER BATHRM MECH. RMBATHRM CLOSET BATHRMLIVING/ DINING RM KITCHEN W.I.C. MASTER BATHRM MECH. RM BATHRM CLOSET CLOSET LIVING/ DINING RM W.I.C. MASTER BATHRM BATHRM CLOSET LIVING/ DINING RM CLOSET KITCHEN MECH. RM KITCHEN LIVING/ DINING RM CLOSET W.I.C. MECH. RM 12'-0" 5'-3" 2'-3" 10'-0" 13'-2" 23'-9" 5'-6" 13'-2" 12'-8" 5'-3" 12'-0" 11'-10" 3'-6" 5'-7" 18'-8" 3'-6" 2'-3" BEDRM 2 160 S.F. MASTER BEDRM 229 S.F. BEDRM 2 125 S.F. MASTER BEDRM 195 S.F. BEDRM 2 125 S.F. MASTER BEDRM 195 S.F. BEDRM 152 S.F. A-003.00 14 PROPOSED THIRD FLOOR PLAN DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - 14� UP 18R @ 7" T = 11" 1 FOURTH FLOOR PLAN A-004 15'-7" 5'-5" 18'-5" 5'-5" 4'-6" 8'-0" 18'-8" 18'-8" 15'-7" 5'-5" 11'-8" 5'-3" 18'-1" 8'-0" 2'-6" 3'-2" 3'-6" 5'-5" 12'-4" 5'-11" 14'-0" 5'-0" 8'-0" 8'-0" 7'-5" 6'-6" 4'-7" 3'-7" 12'-2" 3'-6" 2'-4" 3'-1" 8'-11" 5'-5" 14'-6" 8'-0" 8'-0" 5'-0" 14'-0" 2'-5" 14'-4" 3'-6" 120'-10" 45'-0" 20'-10" 44'-10" 19'-4" 25'-6" 31'-2" 23'-10" APT 401 2 BEDRM 996 S.F. DN 18R @ 7" T = 11" APT 402 STUDIO 530 S.F. APT 403 2 BEDRM 1,109 S.F. APT 405 2 BEDRM 996 S.F. APT 404 1 BEDRM 761 S.F. STAIR #2 STAIR #1 DN 24R @ 7" T = 11" 11'-8" 3'-6" 5'-5" 11'-8" 3'-6" 5'-5" 12'-0" 5'-3" 2'-3" 10'-0" 13'-3" KITCHEN W.I.C. MASTER BATHRM MECH. RMBATHRM CLOSET BATHRMLIVING/ DINING RM KITCHEN W.I.C. MASTER BATHRM MECH. RM BATHRM CLOSET CLOSET LIVING/ DINING RM W.I.C. MASTER BATHRM BATHRM CLOSET LIVING/ DINING RM CLOSET KITCHEN MECH. RM KITCHEN LIVING/ DINING RM CLOSET W.I.C. MECH. RM 12'-0" 5'-3" 2'-3" 10'-0" 13'-2" 23'-9" 5'-6" 13'-2" 12'-8" 5'-3" 12'-0" 11'-10" 3'-6" 5'-7" 18'-8" 3'-6" 2'-3" BEDRM 2 160 S.F. MASTER BEDRM 229 S.F. BEDRM 2 125 S.F. MASTER BEDRM 195 S.F. BEDRM 2 125 S.F. MASTER BEDRM 195 S.F. BEDRM 152 S.F. A-004.0015 PROPOSED FOURTH FLOOR PLAN DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - 15� DN 18R @ 7" T = 11" STAIR #1 1 ROOF PLAN A-005 120'-10" 44'-9" 20'-10" 49'-2" 19'-4" 25'-6" 31'-5" 23'-10" 44'-8" 31'-8" 44'-7" 100'-0" 20'-10" 44'-10" 2'-0" 2'-4" 25'-6" 19'-4" ELEVATOR BULKHEAD STAIR BULKHEAD A-005.00 16 PROPOSED ROOF PLAN DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - 16� 14'-0" 10'-6" 49'-6" 10'-6" GROUND FLR ELEV. 169.50' 7'-1" TOP OF PARAPET ELEV.219.00' THIRD FLR ELEV.194.00' SECOND FLR ELEV.183.50' 10'-6" 4'-0" FOURTH FLR ELEV.204.50' ROOF ELEV.215.00' 4'-0" WHOLE HEALTH FOOD STORE 21 DOCTOR'S OFFICE 1 FRONT ELEVATION A-006 2 RIGHT SIDE ELEVATION A-006 14'-0" 10'-6" 49'-6" 10'-6" GROUND FLR ELEV. 169.50' 7'-1" TOP OF PARAPET ELEV.219.00' THIRD FLR ELEV.194.00' SECOND FLR ELEV.183.50' 10'-6" 4'-0" FOURTH FLR ELEV.204.50' ROOF ELEV.215.00' 21 PRE-FORMED ALUMINUM COPING STRUCTURAL FOOTINGS - TYP. 3'-4" 43'-6" EXTENSION OF GUARD/HANDRAIL 4" MODULAR VENEER BRICK 3'-6" HIGH ALUM. RAILING PROVIDE FIBER CEMENT WALL PANELS - TYP. 1" THICK INSUL STOREFRONT WINDOWS TYP. 1" THICK INSUL. GLASS WINDOWS WITH BLACK FRAMES TYP. PROVIDE FIBER CEMENT WALL PANELS - TYP. ARCHITECTURAL WALL PANELS PROVIDE FIBER CEMENT WALL PANELS - TYP. 1" THICK INSUL STOREFRONT WINDOWS TYP. 3'-6" HIGH ALUM. RAILING PRE-FORMED ALUMINUM COPING 4" MODULAR VENEER BRICK 1" THICK INSUL. GLASS WINDOWS WITH BLACK FRAMES TYP. PROVIDE FIBER CEMENT WALL PANELS - TYP. 4" MODULAR VENEER BRICK - COLOR XXXXX PROVIDE FIBER CEMENT WALL PANELS - TYP. NON-LITE HELVETICA SIGNAGE - REFLECTIVE MATERIAL SECURED TO HORIZONTAL BAR - TYP. NOTE: THE NAME USED IS TO DISCERNED HOW THE SIGNAGE WILL APPEAR HOWEVER, THE NAME OF THE RETAIL STORE, DOCTOR'S OFFICE AND BUILDING NAME MIGHT CHANGE BUT WILL NOT EXCEED THE DIMENSION INDICATED. WALL MOUNTED SIGNAGE TABLE 51 - 190CQUANTITY REQUIRED PROPOSED SIGN AREA 1.5 S.F. / LF OF BUILDING WIDTH 16'-0" MAX. AT THE LONGEST SIGN VALANCE HEIGHT DEPTH/PROJECTION APEX MAX. 7 IN 4" MIN. 7 FT N/A - 12'-0" N/A - WHOLE HEALTH FOOD STORE 16'-0" MAX. 1'-0" MAX. 90% OF WIDTH OF BUILDING FRONT LETTER HEIGHT MAX. 18" 12" N/A QUANTITY OF SIGNS1 / BUSINESS 2 CORNER PROP. CLEARANCE HEIGHT MAX. 24 IN VARIANCE 1 SIGN EACH NO PROVIDED NONO N/A NONONONONONO PROVIDE HORIZONTAL MOUNTED BAR 3 SIGNAGE DETAIL A-006 N.T.S. TYP. RETAIL SIGN SEE DETAIL 3/A-006 A-006.00 17 PROPOSED FRONT AND RIGHT SIDE ELEVATIONS DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - 17 REVISED AS PER THE TECHNICAL REVIEW COMMITTEE COMMENTS AT THE MEETING HELD ON APRIL 15TH, 2026� 1 REAR ELEVATION A-007 2 LEFT SIDE ELEVATION A-007 14'-0" 10'-6" 49'-6" 10'-6" GROUND FLR ELEV. 169.50' 7'-1" TOP OF PARAPET ELEV.219.00' THIRD FLR ELEV.194.00' SECOND FLR ELEV.183.50' 10'-6" 4'-0" FOURTH FLR ELEV.204.50' ROOF ELEV.215.00' GROUND FLR ELEV. 169.50' 7'-1" 14'-0" 10'-6" 49'-6" 10'-6" TOP OF PARAPET ELEV.219.00' THIRD FLR ELEV.194.00' SECOND FLR ELEV.183.50' 10'-6" 4'-0" FOURTH FLR ELEV.204.50' ROOF ELEV.215.00' 21 PRE-FORMED ALUMINUM COPING STRUCTURAL FOOTINGS - TYP. 4" MODULAR VENEER BRICK PROVIDE FIBER CEMENT WALL PANELS - TYP. 1" THICK INSUL. GLASS WINDOWS WITH BLACK FRAMES TYP. PROVIDE FIBER CEMENT WALL PANELS - TYP. PROVIDE FIBER CEMENT WALL PANELS - TYP. 1" THICK INSUL STOREFRONT WINDOWS TYP. 3'-6" HIGH ALUM. RAILING PRE-FORMED ALUMINUM COPING 4" MODULAR VENEER BRICK 1" THICK INSUL. GLASS WINDOWS WITH BLACK FRAMES TYP. PROVIDE FIBER CEMENT WALL PANELS - TYP. 4" MODULAR VENEER BRICK - COLOR XXXXX PRE-FORMED ALUMINUM COPING A-007.00 18 PROPOSED REAR AND LEFT SIDE ELEVATIONS DRAWN BY: PROJECT: LOCATION: PROJECT NO. DATE EDMUND C. GBANITE NJ LIC # AI 015472OO NY LIC # O28586-1 60 EVERGREEN PLACE, SUITE 905, EAST ORANGE, N.J. 07018 ECG ARCHITECTS, LLC TEL: (973) 678-7800 FAX: (973) 678-8230 E-MAIL: SEAL AND SIGNATURE [email protected] CHECK BY: DRAWING N0. DRAWING TITLE: B scan: 04-07-2026 24-009 E. GBANITE OF 42 PROPOSED FOUR STORIES MIXED USED BUILDING 21 NORTH PARK STREET LLC G. GONZALEZ 21 NORTH PARK STREET EAST ORANGE, NJ 07017 BLOCK: 921 / LOT: 13 PHONE: (908) 800 1185 OWNER APPICANT: CASE No: ZBA-26-00004 50 UNION AVENUE IRVINGTON,NJ 07111 Revision - 18� Planning and Zoning Board Zoning Determination dD hind (CITY OF EAST ORANGE, 4 CITY HALL PLAZA, EAST ORANGE, NEW JERSEY 07018 Yon izo ZUBA- 35-0 | 70 6 COMPLETED BY APPLICANT TEL — Name. 30 Park investments. LLC ephone: (973)437-6885 Sal Address: Swhsaad@qmal com. Name of owner. Saad Wagas — Address of Owner. 52 Garden Street Edison, NJ 08817 SUBJECT PROPERTY Adore: 304 Park Avena Bock 281 lov ti Fromage: Dept: To Ac Rastitons, covenant, association by-laws, esting ropcsed on the propery: Yes tach copies: No Proposes: Note A ded estictions, oven, essen sso a, siting droped ust mtd ev nd mis Be wren ri a gon 10 rows Construction of a five story fifteen (15) uit multifamily building with thirteen (13) off-street parking spaces. 11S — Vacantlot. TO BE COMPLETED BY ZONING OFFICER soso Co WLto dl Upon eve he hove cic documents, theling as sen disrins rroiecrzone: 3 [Lr — 0 Constansy prmsesin one JETS——— [I —— FERIA —————— JE — JER———p————— [EPR ——— [EEORN— fa— [EI —— papones 0 Resear Soca roe: pposes [EI S—— Poses ) [Er —— pa——i [rre— Popes S totomors Faas propor Consens proms) Hag aus. BT — FE [Epos —— p— Cova: — Szsnngowsotadmment Oaoongons THE FOLLOWING APPROVALS ARE REQUIRED: Ostapuntopon Osumaaen pnt wiance Gr rir use ner nar Jer —— Ww mm) (Applicant is seeking a second one year extension (0 the existing [preliminary and final site plan approval along with DS density variance and buk variance reef. — — Request for extension EXE +ESCROW FEES MUST BE PAID WITH MONEY ORDER OR CERTIFIED CHECK. NO PERSONAL CHECKS.** “Additonal escrow may be required. (Chapter 51-5763) ANA eprension 453.40, 9.6 (EScno F800 C0) Senzstooo) Escrow Fre Fagy a eo Pare Aye (asf) wn W-9 Request for Taxpayer Givetormta the wera Identification Number and Certification acuaster. Bo not errs Goto mis goiFormS1oristicions asthe test formation, send to the IRS. Bere yo begin. Fo GG eT pr Fam Wh Pros Form Se rat oh vn Fh es Sv ST SSR 304 Park Ave Invesimanis LLC Toon rata on a HST Aer ee ee pre §|7 Se AE 2 0 vovmrcnpion 0 comosion 0 scomnen 0 ruven 0 Tse | 0a nan BUC Er ree crc costo 5-3 cpio «Pv C |surmmacantoms £ a ol A ew as ts uc sport | Sxangion om Erin Acct Tax 53] snmeemsomine [oat A Ef] 0 cw pec IM EES ER EE | men maa [mm Edison, NJ 08817 [ZN Taxpayer entiication Nurmber (71 Et you TH In sorcprate box To Ti prided at te rams gan fo ava STE RE een re ees [1 ]-([]-[ [11 ee tan S00 repre Sep iy, ot ao Pe | Fo te. 350 soy rican moot EN) yo 3k pvt 3 nar ss oe oa aoe. rr —) Not: accounts or tan an rae, ssh stir oo 1 Sea Wt ms a Nero To Gee asta 1 unions ong momo 04m [TT-TTITIT] [ZI Gertrication Unto fpery. cont a Tha ama shown = tv Gt pa eration soso a ng fo ure to ad ton rd 2 1m note Sack wing case xa EAC NO 0) nave 1 ban ty De irs eves RS) a 3 Sl 10 ac AOR 8 eh 3 HE ren hh An ce RS sod a 4 pectin tena 14m US cance ater US. porn fron 308 Th ATCA coda atoradon in om ary) cata va sm art FATCA rare cart. Curticationimtons. Yours css an hove youve rtf is BS ty crn ot 10 5c EPO on ounaelaiss eg te 734d ei, 1 ts Rar 1m th 0a Por rn I 3. cr in oes 1 a rents re FL ee Fs aepiefiioerpeiobbryvips a rset boston AR SAT i Ble En Z owe 1182005 vg i Novia onus sen addi ms om A owen ers [General Instiiotions ened Campa ati pte at hes eo es Scion recast tr Fevru Cod iss ovr 150g Dvs, own or baatcres whe ron ne Fem 9 eres a Tow eas sy hens 1 arr a Tha Fees dessa For ats rms sont dospmets HA 8 Sante rovs ow brah Evy raion Fa rd fs rotors oy on sed 294308 he aa of ory ars vs. Hy PLANS, 910 5 GFT remarts a ar. agua sy ec sen What's New hrs may be ro cote Sneaues 2991S Sone Eure ios a Scheie K 3 aK 3 om 1065, Low 54 sven mac oct how deg ent copes a i os cue Purpose of Form Ese bta ve inal own Sheen tay cov craniy Pom Oreste whoiseaed ote an BE te eh Fiat oon i ha 8 8 Gursyou i om Sci rey a EBERLE Money oroen sym Shs BBL vata wR — a oi 2 ZZ ‘ boy ee | #000004193:: i 5545629487 4m I