26 5 1 Perez 66 Whittlesey West Orange Engineering Plan rcd 6 1 2026

GENERAL NOTES: TECHNICAL FROUND OPENING ANIC 1, THIS DRAWING REFERENCES A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED SPECIFICATIONS BY: BORRIE, McDONALD & WATSON 130 WASHINGTON STREET, BLOOMFIELD, NJ 07003 3” and 4” Pop-Up Drainage Emitter DATED 08/5/2024 2. THE PARCEL IS KNOWN AS LOT 60 IN BLOCK 129 AS SHOWN ON SHEET 49 5 el" OF THE TAX MAPS OF THE TOWNSHIP OF WEST ORANGE. 1 ml omit | r pam 3. AREA OF PARCEL = 7,500 S.F. OR 0.17 ACRES a 4, THE PARCELS ARE LOCATED ENTIRELY IN THE R-T ZONE AS SHOWN ON THE oe" setton ZONING MAP OF THE TOWNSHIP OF WEST ORANGE. PLAN VIEW 5. THIS PARCEL MAY BE SUBJECT TO UNDERGROUND UTILITIES AND/OR 1" EASEMENTS WHICH ARE NOT SHOWN. PROPOSED 28 L.F. 4’ HIGH a [— =| ee 6. IF THIS DOCUMENT DOES NOT CONTAIN A RAISED IMPRESSION SEAL OF THE VINYL FENCE WITH 3’x4’ GATE «ii 8 opentnc | | 6" 5"6 PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL AND MAY HAVE BEEN 1% > ae ©® ® LJ ALTERED. Kye [4 | SS ©®O 00 alr 7. NO DETERMINATION WAS MADE AS TO THE PRESENCE AND/OR NONEXISTENCE : RS ae mai 7 OF TOXIC WASTES. ALSO NO DETERMINATION OF DEPTH TO GROUND WATER ae © © © © © WAS MADE. THE CLIENT SHOULD PURSUE THESE MATTERS AS ITEMS SEPARATE EC] 4b AND APART FROM THIS PLAN. i Mae ane Elmm® © © © OF 8. ELEVATIONS SHOWN HEREON ARE BASED Material: Density Polypropylene (HDPE) E = a le . MEET 8 > MATCH nn fmt Le EXISTING CONCRETE SIDEWALK Sieh ayy no 9. DO NOT SCALE DRAWINGS FOR LOCATIONS OF ADJACENT STRUCTURES AND PROPOSED. CONCRETE, WALK Fie Base s0GPM p ealhirdr ran re SURROUNDING PHYSICAL CONDITIONS. THESE ITEMS MAY BE SCHEMATIC ONLY Spring Stainless Steel ms SECTION VIEW EXCEPT WHERE DIMENSIONS ARE SHOWN THERETO. SROEOSED BRICK S Spring Tension: 0.04 PSI or 1” water required to rise cap. vores > oLess PEERLESS CONCRETE jain Str 10. THIS IS A GRADING PLAN AND UNLESS SPECIFICALLY NOTED ELSEWHERE EXISTING WALL & FENCE PIER _WITH LIGHTS 6 Seer ear ea PRODUCTS CO. Bae 4 oats HEREON IS NOT A SURVEY. TO BE REMOVED N = REINFORCING: DETAILS FURNISHED UP SINCE 1959 — ee oz y? A , = ONEPICE UN cumerer Sis Sosslessnescam_|_upesieseneiecen 11, THIS PLAN HAS BEEN PREPARED FOR PURPOSES OF MUNICIPAL AND AGENCY vs 28°34 E V7 75.00 = WEIGHT: 10,000 L8S.+/- 4-8" Hix 7-0" DIA. HEAVY DUTY SEEPAGE PIT REVIEW AND APPROVAL. THIS PLAN SHALL NOT BE UTILIZED AS CONSTRUCTION vA = * ADDETIOWAL PSH LEON PETS (CUSTOMER: DOCUMENTS OR DIGITAL STAKEOUT UNTIL ALL CONDITIONS OF APPROVAL

A. HEAVY DUTY SEEPAGE PIT REVIEW AND APPROVAL. THIS PLAN SHALL NOT BE UTILIZED AS CONSTRUCTION vA = * ADDETIOWAL PSH LEON PETS (CUSTOMER: DOCUMENTS OR DIGITAL STAKEOUT UNTIL ALL CONDITIONS OF APPROVAL HAVE ry ‘i , ~ 42 x 48" (8,£) OPENING lproxecr: 7 BEEN SATISFIED AND THE DRAWINGS MARKED "ISSUED FOR CONSTRUCTION 350 00’ 21> Ne “aa he, = 48" ROUND OPENING SCALEN.T-S. DATE: 12/2023] EST#: AND DIGITAL STAKEOUT”. - 8S 5.25 12. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM Loy PROPOSED POPUP EMITTER 4 VARIOUS SOURCES AND IS NOT GUARANTEED AS TO ACCURACY AND EL.=212.90 N\ | EET EXISTING GRADE AT COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION TO INV.=212.07 7 275 EXCAVATION EDGES HIS SATISFACTION PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR PROPOSE ave © PVC INSPECTION PORT (TYP.) SHALL PERFORM TEST PITS WHERE EXISTING UTILITIES ARE TO BE CROSSED. SF . COVERED PORGH a 7 OWELUNG Cain FROM RAIN FINISHED GRADE TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO => PROPOSED 15 L.F. 4°6 EL.= 1218.55 s Wa owe TOP OF DRYWELL CONSTRUCTION TO PERMIT ADJUSTMENTS AS MAY BE REQUIRED TO AVOID SCH. 40 PVC OVERFLOW < 25.97’ =~ PVG. TE 2.69° MIN. , PIPING @ 1.0% MIN. SLOPE oO | SLOTTED CAP (RODENT SCREEN) 13. CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF Li | S BARRE srcas ony) 4° SCH. 40 PVC A, ANY FIELD CONDITIONS ENCOUNTERED DIFFER FROM THOSE SHOWN HEREON. V4 PIPE FROM ROOF LEADERS ~~ = _ > , oS Va ve 25" CRUSHED — | ~ 3-3" MIN. 14. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. STONE OR GRAVEL ow ’-8” 4’-0" Ss = WRAPPED IN FILTER 3-2" 4-8" 40" 15. ALL MATERIAL, WORKMANSHIP AND CONSTRUCTION FOR SITE IMPROVEMENTS ~ Y FABRIC (TYP.) > L | SHOWN HEREON SHALL BE IN ACCORDANCE WITH: EXISTING CONCRETE WALK 30} FRONT YARD/SETBAGK—_ — NJDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE <I TO BE REMOVED / ORTHEL cane ——| Hoe CONSTRUCTION”, AS CURRENTLY AMENDED. PROPOSED L| (NP) a, BT soTToM OF DRYWELL — CURRENT PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, — STANDARDS, AND REQUIREMENTS. ADDITION — CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, 3154 FFE=218.83 | DOWNSPOUT OVERFLOW DETAIL BOTTOM OF EXCAVATION STANDARDS, AND REQUIREMENTS. 960 S.F. OF PROPOSED De a ° f ee ADDITION & EXISTING ROOF ° | NOT TO SCALE NOTES: 16. EXISTING WATER, GAS & SEWER CONNECTIONS TO BE UTILIZED IF

DETAIL BOTTOM OF EXCAVATION STANDARDS, AND REQUIREMENTS. 960 S.F. OF PROPOSED De a ° f ee ADDITION & EXISTING ROOF ° | NOT TO SCALE NOTES: 16. EXISTING WATER, GAS & SEWER CONNECTIONS TO BE UTILIZED IF POSSIBLE. qq | 1. USE (1) 7° SEEPAGE PIT FROM PEERLESS CONCRETE PRODUCTS CO. (SHEET B-11 OF PRODUCT CATALOG) CONTRACTOR TO COORDINATE WITH LOCAL UTILITY. ANY UTILITY DISCONNECTS AREA TO BE DIRECTED TO qq | 2. EXPLORATORY SOIL TEST PIT AND SOIL PERMEABILITY TESTING TO BE PERFORMED TO VERIFY ABSENCE OF TO BE COORDINATED DIRECTLY BY THE CONTRACTOR. DRYWELL SHADED AREA Ls 3,80 a GROUNDWATER WITHIN 2 FEET OF THE BOTTOM OF THE EXCAVATION. SOIL PERMEABILITY TEST RESULTS SHALL BE ( ) <4 2 a 9 FULLY DRAN WITHIN. 72 HOURS OF A STORM EVENT, NN PROVAL PRIOR TO CONSTRUCTION. DRYWELLS MUST 17. PARCEL IS LOCATED IN ZONE X (AREAS OUTSIDE THE 0.2% ANNUAL CHANCE a ¢ Gu o EXISTING STEPS TO FLOOD PLAIN). AS PER FIRM PANEL NO. 111 OF 200 MAP No. 34013C0094F y ro oY BE RECONSTRUCTED DRYWELL SYSTEM CROSS-SECTION DATED JUNE 4, 2007. NOT TO SCALE 18. NO WETLANDS EXIST ON SITE PER NJ-GEOWEB ONLINE SERVICE OF THE Q a : F a NJDEP. — | tf % . > PROPOSED 84 L.F. 4°@ SCH. 40 Drainage Requirement | . - i 19. EXISTING IMPERVIOUS COVERAGE = 4,710 S.F. ” L 2, tc PVC ROOF LEADER COLLECTING “Total Existing On-Site impervious Coverage = 4,710 sf. i fl _ PROPOSED 55 L.F. 4°6 SCH. 40 S a i : i i i : i PROPOSED IMPERVIOUS COVERAGE = 5,574 S.F. PVC ROOF LEADER COLLECTING 8 47 (| Xp a PIPING @ 3.5% MIN. SLOPE “otal Proposed On-Site impervious Coverage = 5536 sf f | TOTAL NET INCREASE = 864 S.F. PIPING @ 1.0% MIN. SLOPE ¥ oD f 2 “Tolal Net increase in On-Site impervious Coverage = 826 sf = | "ht ; 4 ly Fisponad al cole pte of on Ticpoaed wo eta velg Sa AREA DRAIN TO BE. |_2——1] at “Dra Mav=2) 7 N 8 Somivatr Sorage = WHERE: CONNECTED TO FOOTING i) ne =< 215. 35 [e) [ i 87 Inch = 100 Year Storm i .2 Inch x 0.54 = 4.9 inch Over Surface 0.54 = Change In Runoff Coefficent For HSG "C" dS Ly, rh ie) (0.99-0.45) ° x. 30’ REAR YARD, SETBACK—— ° © Leo Y © ‘Sinches/12 inches /fool) x 960 s.f. = 382 CF CQ 29) ane] 24 % \ ‘otal Required Volume = 302 C.F. ° TX, =e ° ie) t 7 1 earasls l ~ 4 © |Drywell Sizing [Use one (1) 7 Dia. Seepage Pit by Peerless Concrete GRAPHIC SCALE PROPOSED 8 L.F. 4°@ SCH. 40, Y— l | 3 a + 10 0 5 10 20 40 PVC PIPE © 1.0% MIN. SLOPE | | lo. 3 Kn an | o@ Le) BS tt ‘Excavation Width OT = aaa 4.00

Dia. Seepage Pit by Peerless Concrete GRAPHIC SCALE PROPOSED 8 L.F. 4°@ SCH. 40, Y— l | 3 a + 10 0 5 10 20 40 PVC PIPE © 1.0% MIN. SLOPE | | lo. 3 Kn an | o@ Le) BS tt ‘Excavation Width OT = aaa 4.00 i if (IN FEET ) PROPOSED (1) 7’ | As7it 1 inch = 10 ft. (13.5° X 13.5’ EXCAVATION) | 77 [| QE ag Q) Vowel. ioryati) = eet = [Wy x Ws xH2= c GROUND EL.=215.48 ‘VolDrywelOD) = aODaeaT) = 164 cf TOP OF DRYWELL=212.79 [-—— \VolStone = VolBed-VolDrywell(OD) = 697 cf I VolVolds = VolStone*40% = 279 cf il INV.(IN/OUT)=211.29 Sistem Voune = NaOqwets evens = Set a PROP N BOTTOM OF DRYWELL=208.12 —_ : limber of Drywels = BOTTOM OF EXCAVATION=207.45 i ! ¥ [ota System Voume = Beret [> 382 t fea — PROPOSED CONTOUR — S 78°34 700” WwW RESET PAVERS 75. 00’ DRYWELL SIZING CALCULATION Ss — PROPOSED SPOT ELEVATION AS REQUIRED . ROOF DRAIN FROM REAR EXISTING SHED OF THE DWELLING 5 TO BE REMOVED / [- ELBOW / = ( GRADING PLAN 66 WHITTLESEY AVENUE NERAL_ REQUIR . _ 4’OPVC SCH 40 PIPE ZONE R—-T (ONE & TWO FAMILY DWELLING) ~~ NIPPLE ~ TAX LOT 60 BLOCK 1 29 EXISTING USE: SINGLE FAMILY (PERMITTED USE) PROPOSED USE:MULTI-FAMILY DWELLING (NOT A PERMITTED USE) (v) fe - 5 TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY REGULATION REQUIREMENT EXISTING PROPOSED A NS NN ) MIN. LOT AREA 7,500 S.F. 7,500 S.F. 7,500 S.F. PARKING REQUIREMENTS. 45° WYE ROOF DRAIN FROM FRONT Al / A} Fz) Al MIN. LOT AREA PER UNIT 7,500 S.F._| 7,500 S.F. 7,500 S.F. ~ OF THE DWELLING al Pi Ip Te Fle INTERLOCKING PAVERS W/ MIN. LOT WIDTH 75 73, 7s PARKING REQUIREMENT: Gu wu pn =U u HAND TIGHT JOINTS MIN FRONT ARO 33 2235 929) R.S.S, MULTI-FAMILY: DRYWELL COURSE SAND SETTING MIN. _SIDE_YARD OTHER Ey 28.197 8.47" 2-BEDROOM: 2.0 SPACES Engineers *Surveyors ¢ Planners (CONCRETE/SAND MIXTL + + + ; 2. - DENSE GRADED AGGREGATE MN RE OR ERAGE a $6.88 po8F PROPOSED: aMILy: TYPICAL ROOF DRAIN CONNECTION 328 Park Avenue, Scotch Plains, N.J. 07076 MAX._LOT COVERAGE 55% 62.8%" 74.34% (W) poh. : NOT TO SCALE 908-322-2030 FINISHED GRADE — 1/2" ASPHALT FIBER EXPANSION JOINT EVERY 10’ (MAXIMUM) MIN. FLOOR AREA PER UNIT 1,100 S.F. (1) | > 1,100 S.F. > 1,100 S.F. 3) 2-BEDROOM UNIT: 6 SPACES - - uuu = TOOLED JOWNT EVEY 5 MAX. NUMBER OF STORIES 25 = 25 (3) 25 : ¢ Span eoce ResImAWT 48° OR AS INDICATED ON THE DRAWINGS MAX. BUILDING HEIGHT _ 35) 34.28 34.28 TOTAL SPACES REQUIRED = 6 SPACES REVISIONS: D 38 A Sao FS ENE MIN. DISTANCE FORM

TORIES 25 = 25 (3) 25 : ¢ Span eoce ResImAWT 48° OR AS INDICATED ON THE DRAWINGS MAX. BUILDING HEIGHT _ 35) 34.28 34.28 TOTAL SPACES REQUIRED = 6 SPACES REVISIONS: D 38 A Sao FS ENE MIN. DISTANCE FORM PRINCIPAL BUILDING ie 2s RE TOTAL SPACES PROPOSED = 4 SPACES (INCLUDES 1 GARAGE SPACE) 7/7/2025 — REVISED PER NEW ARCHITECTURAL PLANS mom MAX. BUILDING HEIGHT 15° = = (VARIANCE REQUIRED) 5/1/2026 — REVISED PER SITE PLAN REVIEW ADVISORY . . TE Sy. MAX. NUMBER OF STORIES 1.5 i 1 BOARD COMMENTS & COORDINATION WITH Z COMPACTED SUBGRADE “CRUSHED STONE. MAX. COVERAGE IN THE REAR YARD 33.33% 18.17% 18.57% ARCHITECT & SURVEYOR ZL OR STRUCTURAL FILL 5 we * —DENOTES EXISTING VIOLATION PHILIP A. DANIELE, P.E. FORMS TO BE REMOVED (v) —DENOTES VARIANCE REQUIRED PROFESSIONAL ENGINEER NOTES: Nw. LICENSE NO. 24GE04206900 ate CONCRETE WALK DETAIL (1) TWO FAMILY DWELLING NOT TO SCALE Job No. 850323 [Date 11/4/2024 |Scale 1” = 10’ [Drawn EF/AB | Map No. FILE |Sheet 1 of 2

nor oe ° ’ ” ’ N 28°34 000 E> 75.00 2 —1 zzz eae ® % nr 350.00’ RE a . THANKS Lay (NS _) y = ? (TO FFE=218.83 = ° 1 2 bY « N ~ L ° ’ ” ’ —=—S 283400 W 75.00 CONST. 2”X3" OR 3” ROUND STAKES AT 3 PER TREE 9% 4 STRANDS 14 GA. STEEL WIRE THROUGH 3/4" HOSE SECTIONS (EACH 12” LONG) . GUY WIRES AFTER INSTALLED WITH SOee Toe pitt HIGH BERM AT 4 A TURNBUCKLE OR OTHER APPROVED TENSIONER 2" MIN. DEPTH MULCH LAYER e CONST. 3 MIN. HIGH BERM AT To EDGE OF BERM 5 a BURLAPE 2” MIN. DEPTH MULCH LAYER FINISHED GRADE &) |WRAPPIN BERM cy RADE CONST. 2°x3” OR 3” PLANTING PIT SHALL 8E: 7 a wo BURLAP. Boe ee MES AT S Ff BALL @ PLUS 12’ FOR BALLS LESS THAN 18” & REMOVE THINE Say Se BALL @ PLUS 18" FOR BALLS LARGER THAN 18” aT PLANTING PIT SHALL BE: Ne TOPSOIL MIX IN PIT (SEE SPECS.) Z| BALL @ PLUS 12’ FOR BALLS LESS THAN 18% ANS BALL @ PLUS 18” FOR BALLS LARGER THAN 1 4 TOPSOIL MIX IN PIT (SEE SPECS.) ——— } BALL o DECIDUOUS & EVERGREEN TREE PLANTING DETAILS NOT TO SCALE SHRUB _ PLANTING DETAIL NOT TO SCALE 100.00’ —— S 61°26’00" E PLANTING SCHEDULE GENERAL NOTES: 1. THIS DRAWING REFERENCES A BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY: BORRIE, McDONALD & WATSON 130 WASHINGTON STREET, BLOOMFIELD, NJ 07003 DATED 08/5/2024 2. THE PARCEL IS KNOWN AS LOT 60 IN BLOCK 129 AS SHOWN ON SHEET 49 OF THE TAX MAPS OF THE TOWNSHIP OF WEST ORANGE. 3. AREA OF PARCEL = 7,500 S.F. OR 0.17 ACRES 4, THE PARCELS ARE LOCATED ENTIRELY IN THE R—T ZONE AS SHOWN ON THE ZONING MAP OF THE TOWNSHIP OF WEST ORANGE. 5. THIS PARCEL MAY BE SUBJECT TO UNDERGROUND UTILITIES AND/OR EASEMENTS WHICH ARE NOT SHOWN. 6. IF THIS DOCUMENT DOES NOT CONTAIN A RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL AND MAY HAVE BEEN ALTERED. 7. NO DETERMINATION WAS MADE AS TO THE PRESENCE AND/OR NONEXISTENCE OF TOXIC WASTES. ALSO NO DETERMINATION OF DEPTH TO GROUND WATER WAS MADE. THE CLIENT SHOULD PURSUE THESE MATTERS AS ITEMS SEPARATE AND APART FROM THIS PLAN. 8. ELEVATIONS SHOWN HEREON ARE BASED . 9. DO NOT SCALE DRAWINGS FOR LOCATIONS OF ADJACENT STRUCTURES AND SURROUNDING PHYSICAL CONDITIONS. THESE ITEMS MAY BE SCHEMATIC ONLY EXCEPT WHERE DIMENSIONS ARE SHOWN THERETO. 10. THIS IS A GRADING PLAN AND UNLESS SPECIFICALLY NOTED ELSEWHERE HEREON IS NOT A SURVEY. 11. THIS PLAN HAS BEEN PREPARED FOR PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THIS PLAN SHALL NOT BE UTILIZED AS

ADING PLAN AND UNLESS SPECIFICALLY NOTED ELSEWHERE HEREON IS NOT A SURVEY. 11. THIS PLAN HAS BEEN PREPARED FOR PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THIS PLAN SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS OR DIGITAL STAKEOUT UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND THE DRAWINGS MARKED "ISSUED FOR CONSTRUCTION AND DIGITAL STAKEOUT”. 12. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT GUARANTEED AS TO ACCURACY AND COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION TO HIS SATISFACTION PRIOR TO COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL PERFORM TEST PITS WHERE EXISTING UTILITIES ARE TO BE CROSSED. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENTS AS MAY BE REQUIRED TO AVOID CONFLICTS. 13. CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER FROM THOSE SHOWN HEREON. 14. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 15. ALL MATERIAL, WORKMANSHIP AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: — NJDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION”, AS CURRENTLY AMENDED. — CURRENT PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. — CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. 16. EXISTING WATER, GAS & SEWER CONNECTIONS TO BE UTILIZED IF POSSIBLE. CONTRACTOR TO COORDINATE WITH LOCAL UTILITY. ANY UTILITY DISCONNECTS TO BE COORDINATED DIRECTLY BY THE CONTRACTOR. 17. PARCEL IS LOCATED IN ZONE X (AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN). AS PER FIRM PANEL NO. 111 OF 200 MAP No. 34013C0094F DATED JUNE 4, 2007. 18. NO WETLANDS EXIST ON SITE PER NJ-GEOWEB ONLINE SERVICE OF THE NuDEP. 19. EXISTING IMPERVIOUS COVERAGE = 4,710 S.F. PROPOSED IMPERVIOUS COVERAGE = 5,574 S.F. TOTAL NET INCREASE = 864 SF. GRAPHIC SCALE 10 oO 5 10 20 40 (IN FEET ) 1 inch = 10 ft. LANDSCAPING PLAN 66 WHITTLESEY AVENUE TAX LOT 60 BLOCK 129 TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY TAG QTY. SYMBOL LATIN NAME COMMON NAME SIZE REMARKS TO 10 J THUJA (STANDISH X PLICATA) ARBORVITAE 'GREEN GIANT’ 5-6" B&B LLEKA ASSOCIATES, B.A, Engineers *Surveyors Planners 328 Park Avenue, Scotch Plains, N.J. O7076 REVISIONS: 5/1/2026 — REVISED PER

THUJA (STANDISH X PLICATA) ARBORVITAE 'GREEN GIANT’ 5-6" B&B LLEKA ASSOCIATES, B.A, Engineers *Surveyors Planners 328 Park Avenue, Scotch Plains, N.J. O7076 REVISIONS: 5/1/2026 — REVISED PER SITE PLAN REVIEW ADVISORY BOARD COMMENTS & COORDINATION WITH ARCHITECT & SURVEYOR 908-322-2030 PHILIP A. DANIELE, P.E. PROFESSIONAL ENGINEER N.J. LICENSE NO. 24GE04206900 Job No. 850323 |Date 4/3/2026 |Scale 1” = 10’ [Drawn AB Map No. FILE Sheet 2 of 2