12 Site Plans 12 10 2025

THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME. BOHLER WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT INDICATE THAT BOHLER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER'S ATTENTION. BOHLER IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE PROFESSIONAL OF RECORD AND BOHLER FOR ALL DEVIATIONS WITHIN PROFESSIONAL OF RECORD'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER, MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE PROFESSIONAL OF RECORD AND BOHLER PARTIES TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, CLAIMS, INJURIES, PENALTIES AND THE LIKE RELATED TO SAME. 26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE CONTRACTOR'S SOLE RESPONSIBILITY. 27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE PROFESSIONAL OF RECORD AND BOHLER ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS

ND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE PROFESSIONAL OF RECORD AND BOHLER PARTIES, HARMLESS FOR ALL INJURIES, DAMAGES AND COSTS THAT PROFESSIONAL OF RECORD AND BOHLER INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE. 28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED, AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME. 29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. PROFESSIONAL OF RECORD AND BOHLER HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK. 30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD PROFESSIONAL OF RECORD AND BOHLER PARTIES HARMLESS FOR ALL INJURIES AND DAMAGES THAT PROFESSIONAL OF RECORD SUFFERS AND COSTS THAT PROFESSIONAL OF RECORD INCURS AS A RESULT OF SAID FAILURE. 31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF

HER, THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR FAILING TO DO SO. 32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE PROFESSIONAL OF RECORD AND BOHLER, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE PROFESSIONAL OF RECORD'S AND BOHLER KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY CIRCUMSTANCES. AS G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-NJA230139.00-2A----->LAYOUT: C-102 NOTE Dec 15, 2025 1. (Rev. 1/2023) TM GENERAL NOTES T. LAM PROFESSIONAL ENGINEER NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 SHEET TITLE: GENERAL NOTES SHEET NUMBER: C-102 REVISION 2 - 12/10/2025

MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, AND PLUMBING MH MANHOLE AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AC ACRE / ACRES MIN MINIMUM AD AREA DRAIN MJ MECHANICAL JOINT ADA ACCESSIBLE / AMERICANS WITH DISABILITIES ACT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AG ABOVE GROUND NOAA APPROX APPROXIMATE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION ARCH ARCHITECTURAL NRCS NATIONAL RESOURCE CONSERVATION SERVICE ASPH ASPHALT O&M ASSF AREA SUBJECT TO STORMWATER FLOWAGE OPERATIONS AND MAINTENANCE OC ON CENTER OCS OUTLET CONTROL STRUCTURE ASSOC ASSOCIATION BC BOTTOM OF CURB BF BASEMENT FLOOR OGS OIL AND GRIT SEPARATOR BIO BIOGARDEN ORD ORDINANCE BIT BITUMINOUS PA / POA POINT OF ANALYSIS BK BLOCK PC POINT OF CURVATURE BL BASELINE PCCR POINT OF CURVATURE, CURB RETURN BLDG BUILDING PERF PERFORATED BM BENCH MARK PG PROPOSED GRADE BRL BUILDING RESTRICTION LINE PI POINT OF INTERSECTION STANDARD DRAWING LEGEND FOR ENTIRE PLAN SET LIMIT OF WORK LOW LOW LIMIT OF DISTURBANCE LOD LOD SAWCUT LINE TYPICAL NOTE TEXT ONSITE PROPERTY LINE / R.O.W. LINE NEIGHBORING PROPERTY LINE / INTERIOR PARCEL LINE EASEMENT LINE SETBACK LINE CURB AND GUTTER DEPRESSED CURB AND GUTTER POLE LIGHT POG POINT OF GRADE CB CATCH BASIN PP POLYPROPYLENE PIPE CF CUBIC FEET PROP PROPOSED CI CURB INLET PT POINT OF TANGENCY CIT CHANGE IN TYPE PTCR POINT OF TANGENCY, CURB RETURN CL CENTER LINE CMP CORRUGATED METAL PIPE PVI POINT OF VERTICAL INTERSECTION CO CLEAN OUT PVMT PAVEMENT ACORN LIGHT CONC CONCRETE PVT POINT OF VERTICAL TANGENCY TYPICAL SIGN CONN CONNECTION R RADIUS / RADII COORD COORDINATE R/W RIGHT-OF-WAY / RIGHTS-OF-WAY CY CUBIC YARD RCP REINFORCED CONCRETE PIPE DEC DECORATIVE RD ROOF DRAIN DEP DEPARTMENT OF ENVIRONMENTAL PROTECTION REGS REGULATIONS RELO TO BE RELOCATED DET DETENTION REQ REQUIRED DIA DIAMETER RET RETENTION DMH DRAINAGE MANHOLE RETAINING WALL DOM DOMESTIC RET WALL DOT DEPARTMENT OF TRANSPORTATION RETO TO BE RETURNED TO OWNER RG RAIN GARDEN DP DESIGN POINT S SLOPE DWL DASHED WHITE LINE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC SF SQUARE FEET ELEV ELEVATION SHLO STATE HIGHWAY

DWL DASHED WHITE LINE SAN SANITARY SEWER SESC SOIL EROSION AND SEDIMENT CONTROL DYL DOUBLE YELLOW LINE EG EXISTING GRADE ELEC ELECTRIC SF SQUARE FEET ELEV ELEVATION SHLO STATE HIGHWAY LAYOUT EOR ENGINEER OF RECORD SMH SANITARY MANHOLE EP / EOP EDGE OF PAVEMENT STA STATION ES / EOS EDGE OF SHOULDER STM STORM WATER / STORM SEWER EW END WALL EX EXISTING FDC FIRE DEPARTMENT CONNECTION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FES REVISIONS UTILITY POLE WITH LIGHT BORDERING VEGETATIVE WETLAND CORRUGATED PLASTIC PIPE TRANSITION CONCRETE CURB & GUTTER BVW CPP PROPOSED NOTE SPILL TRAFFIC LIGHT REV DATE 1 09/17/2025 2 COMMENT REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS PARKING COUNTS X CONTOUR LINE 190 187 SPOT ELEVATIONS FF 517.00 TC 516.00 BC 515.55 SANITARY LABEL SAN-100 STORM LABEL A-100 SANITARY SEWER LATERAL SL UNDERGROUND WATER LINE W UNDERGROUND ELECTRIC LINE E UNDERGROUND GAS LINE G OVERHEAD WIRE OH Know what's below. ME 516.00 Callbefore you dig. NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org ISSUED FOR MUNICIPAL & AGENCY REVIEW & APPROVAL THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: SWPPP UNDERGROUND TELEPHONE LINE T TBA TO BE ABANDONED TO BE REMOVED UNDERGROUND CABLE LINE C TBR FLARED END SECTION TBV TO BE VACATED FF FINISH / FIRST FLOOR TC TOP OF CURB FFE FINISH / FIRST FLOOR ELEVATION Tc TIME OF CONCENTRATION TD TRENCH DRAIN FG FINISH GRADE FH FIRE HYDRANT FM PRELIMINARY & FINAL MAJOR SITE PLAN FOR STORM SEWER SANITARY SEWER MAIN S PROPOSED RETAIL STORE HYDRANT TPF TREE PROTECTION FENCE FO FIBER OPTIC TR TO REMAIN G GRADE TRANS TRANSITION GC GENERAL CONTRACTOR TYP TYPICAL GEO GEOTECH/GEOTECHNICAL UG UNDERGROUND GARAGE FLOOR ELEVATION (AT DOOR) UP UTILITY POLE GF / GFE USGS UNITED STATES GEOLOGICAL SURVEY NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-CNDS PROJECT: STORMWATER POLLUTION PREVENTION PLAN FORCE MAIN TGH TXL AWS TXL TYPICAL LIGHT SINGLE/SOLID WHITE LINE TELECOMMUNICATIONS / TELEDATA DRAWN BY CHECKED BY UTILITY POLE SWL TELE THE INFORMATION, DESIGN AND

POLLUTION PREVENTION PLAN FORCE MAIN TGH TXL AWS TXL TYPICAL LIGHT SINGLE/SOLID WHITE LINE TELECOMMUNICATIONS / TELEDATA DRAWN BY CHECKED BY UTILITY POLE SWL TELE THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES © BOHLER MAX SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PERMITTING SERVICES TRANSPORTATION SERVICES LANDSCAPE AREA SANITARY MANHOLE S STORM MANHOLE D WATER METER WM MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY WATER VALVE TM GFA GROSS FLOOR AREA GH GRADE HIGH (WALL) VERT VERTICAL GL GRADE LOW (WALL) VIF VERIFY IN FIELD GRT GRATE W WIDE / WIDTH GT GREASE TRAP W/L WATER LINE GV GATE VALVE WM WATER METER HDPE HIGH DENSITY POLYETHYLENE WQU WATER QUALITY UNIT HOR HORIZONTAL YD YARD DRAIN HP HIGH POINT # NUMBER HW HEADWALL #:# CURB INLET ICS INLET CONTROL STRUCTURE SLOPE EXPRESSED IN HORIZONTAL:VERTICAL IN FEET INF INFILTRATION ± PLUS OR MINUS CLEAN OUT C/O ELECTRIC MANHOLE E TELEPHONE MANHOLE T ELECTRIC BOX E ELECTRIC PEDESTAL EP GAS VALVE GV BOHLER ENGINEERING NJ, LLC INT INTERSECTION ° DEGREE INV INVERT Ø DIAMETER LF LINEAR FOOT ' FEET/FOOT LOC LIMIT OF CLEARING " INCHES LOD LIMIT OF DISTURBANCE LOS LINE OF SIGHT LOW LIMIT OF WORK LP LOW POINT LS LANDSCAPE GAS METER G 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone: Fax: TYPICAL END SECTION (908) 668-8300 (908) 754-4401 www.BohlerEngineering.com NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 HEADWALL OR ENDWALL GRATE INLET T. LAM PROFESSIONAL ENGINEER NEW JERSEY LICENSE No. 47863 NEW YORK LICENSE No. 092942 CONNECTICUT LICENSE No. 30024 PENNSYLVANIA LICENSE No. 76746 SHEET TITLE: GENERAL LEGEND MONITORING WELL SHEET NUMBER: TEST PIT T- # C-103 B- # REVISION 2 - 12/10/2025 BENCHMARK AS G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-CNDS-NJA230139.00-2A----->LAYOUT: C-103 LGND Dec 15, 2025 FOR ENTIRE PLAN SET LSA TM STANDARD ABBREVIATIONS BORING

PROPERTY LINE TOP OF BANK 50 FT NJDEP RIPARIAN BUFFER WIDTH EXIST 8' HIGH WOODEN FENCE TO BE REPLACED IN KIND WETLAND BOUNDARY 50 FT WETLAND BUFFER WIDTH N46°40'43"E 18.84' LOD 170.11' LOD OW OW LOD L FHA S12°02'43"W LOW LOW LOW LOW (T.B.R.) LOD PRELIMINARY & FINAL MAJOR SITE PLAN 145.92' FOR BLOCK 157 LOT 8.01 PROPOSED RETAIL STORE DEMOLITION ABBREVATIONS LOD MAP: 87 | BLK: 157 | LOT: 5 457 MOUNT PLEASANT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY ABBREVATION DESCRIPTION (T.B.A.) TO BE ABANDONED P.O.B. D.B. 12518, PG. 3496 LOWLOD LOWLOD FHA 328.07' TM (T.B.R.) TO BE REMOVED FHA LOD LOWLOD LOWLOD LOW LOD CONTRACTOR TO REPAIR EXIST ARROWS & PAVEMENT MARKINGS IN POOR CONDITION AS REQUIRED (TYP) FHA ELEVATION = 369.9 FT BASED ON METHOD 3 DELINEATION (T.B.V.) EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE TO BE VACATED BOHLER ENGINEERING NJ, LLC 30 INDEPENDENCE BLVD., SUITE 200 WARREN, NJ 07059 Phone: Fax: (908) 668-8300 (908) 754-4401 www.BohlerEngineering.com MOUNT PLEASANT AVENUE (RELO) TO BE RELOCATED NJ CERT. OF AUTHORIZATION NO. 24GA28400600 & MH000122 THIS PLAN TO BE UTILIZED FOR DEMOLITION PURPOSES ONLY. T. LAM REFER TO SOIL EROSION AND SEDIMENT CONTROL PLAN FOR SOIL EROSION NOTES AND MEASURES. PROFESSIONAL ENGINEER FH A REFER TO GENERAL NOTES AND LEGEND SHEET FOR ADDITIONAL NOTES, REFERENCES AND SPECIFICATIONS. ALL EXISTING FEATURES IN R/W ARE TO REMAIN UNLESS OTHERWISE NOTED. TBR = FEATURE TO BE REMOVED 30 AS NJA230139.00-2A CRA / TGH TXL 08/14/2025 P-CIVL-PROP PROJECT: S17°02'23"W (T.B.R.) LOD .) PROJECT No.: DRAWN BY: CHECKED BY: DATE: CAD I.D.: 10' SIDE YARD SETBACK 10' PARKING SETBACK LOD B.R .) (T. LOD W LO LOD LOW LOD FHA LOD LOD (T.B.R.) (T.B.R.) LOD LOD A FH LOW LOD LOW (T.B.R.) (T.B.R.) LODFHA D LO .) (T. B.R LOD LOD LO W LOD LOW LOD (T.B.R.) LODFHA .) (T.B.R LOD LOD LOD L LOW LOW LOD LOW LOW LOW (T.B.R.) LOD LOW LOW FHA LO W YARD SETBA CK 10' SID E LOW ) LOW 100.4 4' LOW B.R . LOW '33"E LOW LOW (T. LOW N27°0 0 LOW LOW LOD FHA LOW LOD LOD B.R LOW LOW LOW (TO REMAIN) (T.B.R.) FHALOD FHA LOD LOD F TPW LO LOD (T.B.R .) LOW LOD LOW LOW Y RIV18 E0.R 57' FHA FHA LOW D LO LOW FHA LOD ACK LOD D SETB FHA (T. LOW LOD E YAR LOD LOW LIMIT OF EXIST CURB TO BE REMOVED LOW LOD AHW A LOW LOD

(T.B.R .) LOW LOD LOW LOW Y RIV18 E0.R 57' FHA FHA LOW D LO LOW FHA LOD ACK LOD D SETB FHA (T. LOW LOD E YAR LOD LOW LIMIT OF EXIST CURB TO BE REMOVED LOW LOD AHW A LOW LOD LOW 10' SID LOW LOD LOW CH R W LOD LO NT VAL LEY WA Y LOD LOW PLEASA LOD LOW BRAN 5' (TO REMAIN) EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE (T.B.R.) NEW JERSEY YOU MUST CALL 811 BEFORE ANY EXCAVATION WHETHER IT'S ON PRIVATE OR PUBLIC LAND. 1-800-272-1000 www.nj1-call.org AGENCY REVIEW & APPROVAL 80.1 ACK (T.B.R.) LOW SOUT H SETB LO D 0'33"E ING LOW N27°0 Callbefore you dig. (NJ-O030201 - 08/2023) ISSUED FOR MUNICIPAL & LOW LOD LOW 30' FR ONT SETB YARD ACK NOT TO SCALE Know what's below. 17"E LOW N74°42'17"W 103.59' ARK LOW LOD (TO REMAIN) TREE PROTECTION DURING SITE CONSTRUCTION °31' (T.B.R.) .) (T.B.R.) (T.B.R.) B.R N78°59'17"W LOD LOD D (T. .) B.R (T. LOD LOD LOD A FH (T.B.R.) LOD A FH (T.B.R.) LO (TO REMAIN) LO D LOW 30' FRONT YARD SETBACK BLOCK 157 LOT 8.06 LOD (T.B.R.) (T.B.R.) (T.B.R.) LIMIT OF EXIST CURB TO BE REMOVED (T.B.R.) (T.B.R.) 1 LOD (T.B.R.) A FH (T.B.R.) LOD - FOLLOW THE "STANDARDS FOR TREE PROTECTION DURING CONSTRUCTION" PER THE "STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY", CURRENT EDITION. THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION DOCUMENT UNLESS INDICATED OTHERWISE. LOD D (T.B.R.) (TO REMAIN) (T.B.R.) FHA LOD LOD (T.B.R.) LO (T.B.R.) LOD LOD G:\2023\NJA230139.00\CAD\DRAWINGS\PLAN SETS\CIVIL SITE PLANS\P-CIVL-PROP-NJA230139.00-2A----->LAYOUT: C-201 EXDM FHA LOD LOD FHA FHA (T.B.R.) TGH TXL AWS TXL (TO REMAIN) 10' P (TO REMAIN) (T.B.R.) (T.B.R.) REV. PER SCD COMMENTS. REV. PER TOWNSHIP 12/10/2025 COMMENTS PROTECTED ROOT ZONE (PRZ) MEASUREMENT: · USE 1.5 X DBH FOR OLD UNHEALTHY, OR SENSITIVE SPECIES · USE 1.0 X DBH FOR YOUNGER, HEALTHY TOLERANT SPECIES 30' R EAR 50' R YAR ESID D SE ENTI BUFF (TO REMAIN) (TO REMAIN) TBAC ER W AL (TO REMAIN) K IDTH (TO REMAIN) LIMIT OF PROP MILL AND OVERLAY (EXIST BOLLARDS PAVEMENT (TYP) (TO REMAIN) (TO REMAIN) TO REMAIN) LOW LOW LOW (TO REMAIN) (TO REMAIN) EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE 09/17/2025 DRAWN BY CHECKED BY - MEASURE DBH IN INCHES. EXPRESS THE RESULT IN FEET TO GET THE PRZ DIAMETER -

AIN) LOW LOW LOW (TO REMAIN) (TO REMAIN) EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE 09/17/2025 DRAWN BY CHECKED BY - MEASURE DBH IN INCHES. EXPRESS THE RESULT IN FEET TO GET THE PRZ DIAMETER - DBH = DIAMETER AT BREAST HEIGHT OR 4.5 FEET ABOVE GRADE S57 (TO REMAIN) (TO REMAIN) 1 2 COMMENT 6' WOOD OR STEEL FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER (MINIMUM 2' BELOW GRADE). (TO REMAIN) (TO REMAIN) A LODLOW LODLOW LODLOW (TO REMAIN) (T.B.R.) FH ELEVATION BLOCK 157 LOT 8.02 D LO LOD LOW (T.B.R.) APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED FHA (TO REMAIN) DATE W LOD LOW (T.B.R.) FHA REV AREA WITHIN THE PROTECTED ROOT ZONE TO REMAIN UNDISTURBED DURING CONSTRUCTION. LOW (TO REMAIN) (T.B.R.) (TO REMAIN) REVISIONS PROTECTED ROOT ZONE (PRZ) OR CRITICAL ROOT RADIUS (CRR) (T.B.R.) W K LOBAC SIDE YARD SET 10' LOW (T.B.R.) (TO REMAIN) LOW LOD LOW WOOD & WIRE SNOW FENCE USED AS TREE GUARD TO PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. BOARDS WILL NOT BE NAILED TO TREES. LOW (TO REMAIN) PLAN LOW (TO REMAIN) CE LOW LIMIT OF EXIST CURB TO BE REMOVED PLA BLOCK 157 LOT 8.03 (T.B.R.) LOW (TO REMAIN) LIMIT OF EXIST PAVER WALK TO BE REMOVED (TO REMAIN) NT 4' HIGH WOOD & WIRE SNOW FENCE W/WOOD STAKES AT A MAXIMUM OF 8' ON CENTER. AS AN OPTION, ORANGE/FLUORESCENT HIGH-DENSITY "VISI-FENCE" OR APPROVED EQUAL CAN BE USED. LOD LOW FHA APPROX LOCATION OF PROP LIMIT OF WORK ASA TO BE REPLACED IN KIND, AS NECESSARY, FOR PROP. UTILITY IMPROVEMENTS LOW (TO REMAIN)LOD PLE S57°30'47"E 101.63' LOW (T.B.R.) BLOCK 157 LOT 5 N/F LANDS OF DIENER MT. PLEASANT ASSOCIATES LTD D.B. 12518, PG. 3496 (T.B.R.) (TO REMAIN) EXIST WALL T.B.R. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW PROTECTED ROOT ZONE (PRZ) OR PROPOSED LIMITS OF DISTURBANCE. LO LOD LOW (T.B.R.) (TO REMAIN) (T.B.R.) LOD Dec 15, 2025 LOD LOW LOD (TO REMAIN) EXIST ELECTRICAL LINE TO LODLOW LOD LOW BELOD ABANDONED INLOW PLACE (T.B.R.) (T.B.R.) LO D LOD (TO REMAIN) (TO REMAIN) LOD (TO REMAIN) EXIST ELECTRICAL LINE TO REMAIN. (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING ELECTRICAL LINE IN THE FIELD. EXIST WATER LINE TO REMAIN. (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING WATER LINE IN THE FIELD) EXIST GAS LINE TO REMAIN. (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING GAS LINE IN

T WATER LINE TO REMAIN. (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING WATER LINE IN THE FIELD) EXIST GAS LINE TO REMAIN. (CONTRACTOR TO VERIFY LOCATION AND CONDITION OF EXISTING GAS LINE IN THE FIELD) (TO REMAIN) LODLOW LOD FHA UNT LIMIT OF EXIST CURB TO BE REMOVED K SET 10' PARKINGLO W BAC (TO REMAIN) FHA LOW LODLOW TO REMAIN, CONTRACTOR TO CONFIRM LOCATION OF EXIST MONITORING WELLS AND COORDINATE RELOCATION WITH LSRP AS REQUIRED (TYP) LOD LOW 75' RESIDENTIAL BUFFER WIDTH (T.B.R.) (TO REMAIN) ' 92.97 FHA A FH67.5' LOD LOD LOD LOD (T.B.R.) (TO REMAIN) LIMIT OF EXIST CONCRETE TO BE REMOVED (TO REMAIN) LIMIT OF EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE (T.B.R.) EXIST WHEEL STOPS TO BE RESET TO 2' FROM EDGE OF PAVEMENT (TYP) LIMIT OF EXIST CURB TO BE REMOVED LOW LODLOW APPROX LOCATION OF PROP LIMIT OF WORK LO W (T.B.R.) LODLOW LIMIT OF PROP MILL AND OVERLAY PAVEMENT (TYP) (TO REMAIN) MO LOD (T.B.R.) (TO REMAIN) FHA AREA OF SITE CONSTRUCTION (T.B.R.) LODFHA (T.B.R.) LODLOW (TO REMAIN) ETBA CK FHA LOD OW (TO REMAIN) (T.B.R.) (TO REMAIN) RON T YA RD S EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE LODLOW APPROX LOCATION OF PROP SAWCUT LINE AND PAVEMENT REPAIR STRIP, AS REQUIRED LIMIT OF DISTURBANCE 34,934 SF. (0.81 AC.) "W 23'17 N88° (T.B.R.) .) (T.B.R.) LOD BLOCK 157 LOT 2 (T.B.R LODLOW S84°16'57"W 109.05' W DL LO LODLOW D YAR I DE 10' S (T.B.R.) (T.B.R.) (TO REMAIN) (T.B.R.) (T.B.R.) (T.B.R.) K BAC SET (T.B.R.) LODLOW N29°03'57"E 50.23' YAR IDE 10' S (T.B.R.) LOW FHA EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE E LOW FHALOD (TO REMAIN) (TO REMAIN) LOW FHA LO (TO REMAIN) 30' F LOW LOW LOD LOW (T.B.R.) YAR DS ETB ACK LIMIT OF EXIST CONCRETE PAVEMENT TO BE REMOVED (T.B.R.) (TO REMAIN) LO D LOW ' 7 .1 2 LOW (TO REMAIN) W CK TBA D SE LOW LOW LO 7" 16'5 ° 4 N8 LOW LOW EXIST 8' HIGH WOODEN FENCE TO BE REPLACED IN KIND (T.B.R.) LOW (T.B.R.) LOW LO D EXIST ELECTRICAL LINE TO BE ABANDONED IN PLACE N28°06'13"E 46.04' 10 10' S IDE ET YARD S 10' SIDE 2'47"E S85°3 BLOCK 157 LOT 11 S78°46'47"E 39.72'(D) 39.66' LOD BLOCK 157 LOT 1 ' 170.23 FHA ELEVATION (BASED ON METHOD 3 DELINEATION) LOD CH N A R H BY RIVER T U O S HWA RA BACK TM THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE