Major Subdivision 27 Fairway Drive Civil Set_06102026

CURB 18"DEPRESSED CURB18"FULL CURB SECTION B-B 1-1/2" FULL CURB FACE TO MATCH EXISTING DEPRESSED CURB 18" SECTION A-A N.T.S. SIDEWALK (OR AS SHOWN ON PLANS) RAMP AT GUTTER LINE TO BE FLUSH WITH STREET PAVEMENT SIDEWALK LANDING AREA SECTION THROUGH RAMP 1:12 1.5% MAX. TRUNCATED DOME DETECTABLE WARNING CONCRETE CURB CONCRETE SIDEWALK DETAIL NOT TO SCALE BA A BA BA A B AA GENERAL FOUNDRY GRATE OR APPROVED EQUAL PRECAST PEERLESS CONCRETE INLET OR APPROVED EQUAL BA INLET SCHEDULE 4" 18"18" x 18" PEERLESS CONCRETE SPECIFICATION GENERAL FOUNDRY GRATE # INLET TYPE 2814 MORTAR FRAME IN PLACE RISERS TO BE PROVIDED AS REQUIRED NOTE: POURED IN PLACE INLET STRUCTURES SHALL MATCH MANUFACTURER'S SPECIFICATIONS LOAD RATING: HS-20 CONCRETE: 4,500 PSI @ 28 DAYS REINFORCING: GRADE 60 REBAR #3 REBAR PLACED VERTICALLY IN ALL CORNERS #3 REBAR PLACED 8" O/C B/W TWO #3 REBAR WRAPPED CONTINUOUSLY AROUND TOP 1" INLET DETAIL NOT TO SCALE N.T.S. SPLASH PAD DETAIL FINISHED GRADE PROPOSED BUILDING ROOFDRAIN DOWNSPOUT OVERFLOW SPOUT SPLASH PAD SLOTTED DRAIN CAP L W D Void Vol/Pipe #Pipes Stone Vol. (( x x ) - ) x 0.4042' 6' 2.0' VOLUME #1 70.69 CF 2 145.05 CF Pipe 141.38 CF PERFORATED PIPE STORAGE Total Vol. 286.43 CF Pipe Vol. 141.38 CF 6.0' 3.0' 18"1.0' 1.0' 6" TOPSOIL 18" PERFORATED HDPEP PIPE 3/4" CLEAN CRUSHED STONE PERFORATED PIPE SECTION NOT TO SCALE NOTE: ENGINEER TO BE CALLED PRIOR TO INSTALLATION FOR STAKEOUT & INSPECTIONS TO BE CONDUCTED THROUGH OUT CONSTRUCTION PROCESS 6" C 4" 24" N.T.S. DRYWELL SECTION FINISHED GRADE B A STONE VOLUME L W D Tank Void Vol/Tank #Tanks Volume (( x x ) - ) x 0.40 TANK SPECIFICATIONS A B C Shape #Tanks Vol/Tank Volume IMPERV. AREA x SF/SF = VOLUME REQ'D 0.500 VOLUME OF DETENTION (CF) Type of Storage VOLUME Drywells Stone Pipe TOTAL PROVIDED P.V.C. IN 6" THICK COVER SLAB & OPENING LOCATION AS PER MANUFACTURER CAMPBELL FOUNDRY 1352 LIGHT DUTY FRAME & GRATE (OR APPROVED EQUAL) ADJUST FRAME HEIGHT WITH CONCRETE BLOCK OR APPROVED EQUAL PRECAST CONCRETE SEEPAGE TANK 1-1/2"-2" CRUSHED STONE WRAPPED IN GEOTEXTILE FILTER FABRIC (NON-WOVEN) 12" Min. DRYWELL NOTES: 1. CONTRACTOR SHALL INFORM THE ENGINEER WHEN EXCAVATING THE DRYWELL PIT SO THAT AN INSPECTION CAN BE MADE TO DETERMINE THE SUITABILITY OF THE SOILS AND DEPTH OF WATER TABLE BEFORE FILTER FABRIC, PRECAST SEEPAGE RINGS, OR STONE IS PLACED. 2. UNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION FIELD

E MADE TO DETERMINE THE SUITABILITY OF THE SOILS AND DEPTH OF WATER TABLE BEFORE FILTER FABRIC, PRECAST SEEPAGE RINGS, OR STONE IS PLACED. 2. UNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION FIELD UNTIL 2' MINIMUM PENETRATION INTO VIRGIN STRATA OF SAND/GRAVEL/PERVIOUS SOIL. 3. LOCATION OF THE DRYWELL AND OVERFLOW PIPE ARE APPROXIMATE ONLY. THEIR LOCATION MAY BE ADJUSTED IN THE FIELD DEPENDING ON SURFACE AND SUBSURFACE CONDITIONS 4. ALL UNDERGROUND PIPE SHALL BE MINIMUM SCHEDULE 40 PVC. 5. CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY AS TO ANY SURFACE OR SUB- SURFACE CONDITIONS THAT MAY IMPAIR THE USE OR FUNCTION OF THE DRYWELL SYSTEM. 6. THE OVERFLOW PIPE SHALL BE BACKFILLED IN ACCORDANCE WITH MUNICIPAL REQUIREMENTS. BACKFILL MATERIAL SHALL BE CLEAN AND FREE OF VEGETATION, FROZEN SOIL, COBBLES, BOULDERS, OR OTHER UNSATISFACTORY MATERIALS. 2' MIN. SEE NOTE 2 4" P.V.C. OUTFLOW 4" P.V.C. OUT 2.5" orifice *UNDER FLOW FOR FRONT TANK ONLY* 1691.8 CF 1212.0 CF 479.8 CF 1212.02606.0285.08'15'15' 479.8239.9 CF2ROUND5.67'6'8' 1597 CF3194 SF 3.5'3.5' Revised per Major Subdivision 05-04-262 NTS GRANULAR BACK FILL VERSA-LOK RETAINING WALL DETAIL GRANULAR BASE 6" MINIMUM COMPACTED 12" MIN. 4'-0" MAX CAP BLOCK 4" PVC (PERFORATED) SLOPE MAY VARY 1 12 3 Revised per Township Comments 06-10-26

S 56°37'0" E 70.00' S 56°37'0" E 4.95' S 59°16'0" E 65.05' S 59°16'0" E 75.00' N 33°23'0" E 115.00' S 56°37'0" E 70.00' S 33°23'0" W 115.00' S 56°37'0" E 64.74' S 30°44'0" W 112.12' S 56°37'0" E 75.08' S 30°44'0" W 108.65' 97.86 IE INV 10" CLAY 95.71 IE INV 10" CLAY DROP 95.41 IE INV 10" CLAY 102.93 IE INV 4"PVC 103.72 Rim 2 Story 1 Family Brick & Frame Dwelling#27 Point of Beginning FF=100.0 2 Car Garage 230.0' southeasterly from a point formed by the intersection of said line of Fairway Drive, prolonged with the southeasterly line of Clearview Terrace FF=101.25 FF=100.05 GF=98.62 Tax Lot 8 Tax Lot 4 ShedHot Tub Pool Paver Patio Pool Equip. Slate Walk Brick Porch WW WW Covered Porch FAIRWAY DRIVE (50' Wide R.O.W.) Paver Patio Stockade Fence Stockade Fence Stockade Fence Chain-Link Fence Aluminum Fence Stockade Fence Chain-Link Fence Chain-Link Fence Chain-Link Fence Paver Patio Paver Driveway 98.92tc 98.83bc 98.02tc97.79bc 97.57tc 97.51bc Boulder Wall Boulder Wall 103.72 Rim (Drop MH) 97.86 IE.10" Clay 95.71 IE.10" Clay 95.41 IE.10" Clay 10" Clay Sanitary Sewer Pipe 103.28tc 103.11bc W/V Concrete Sidewalk Concrete SidewalkDep. Curb Dep. Curb 99.54tc 99.06bc 101.56tc 101.21bc 97.47tc 97.10bc 95.26tc 94.86bc 93.10tc 92.65bc 86.83tc 86.38bc 84.75tc 84.38bc 81.42tc 81.06bc Block Curb Block Curb Slate Walk Boulder Wall Boulder Wall Boulder Wall Boulder Wall Boulder Wall Fence 0.17' W Boulder Walls Block Wall 86.41tw 85.79bw 84.10tw 83.26bw Fence 0.42' S 96.91tc 96.86bc Block Curb Paver Area 2 12 Story 1 Family Brick & Frame Dwelling #31 Bituminous Driveway Chain-Link Fence Wall 1.05' W Aluminum Fence 0.19' N Chain-Link Fence On Line 26.25' Shed 1.02' S 70.60' 30.0' 29.89' 83.34' 83.25' W/V Hydrant San. Sewer Connect. (Approx. Loc.) Gas Service (Approx. Loc.) S 33°23'00" W S 30°44'00" W 112.11' S 59°16'00" E 75.00' S 30°44'00" W 108.64' 72.15' N 33°23'00" E 115.00' 62.60' 12.35' S 59°16'00" E 65.05' 8.0' LOT 6.02 8505 SF 0.1953 Acres #27 MONUMENT TO BE SET N: 4873.45 E: 5192.05 MONUMENT TO BE SET N: 4760.63 E: 5375.02 S 56°37'00" E 62.60' 8.34' 34.62' ANY SETTLED OR DAMAGED SIDEWALK ALONG SITE FRONTAGE TO BE REPLACED AS DIRECTED LOT 6.03 8278 SF 0.1900 Acres #25LOT 6.01 7199 SF 0.1653 Acres #29 10.0' 44.6' 8.0' 8.0' 10.0' 8.0' 10.0' 30.00' 30.00' 55.9' 8.34' 76.0' 62.60' 75.0' 57.0' 30.00' 115.00' 75.08' ANY SETTLED OR DAMAGED SIDEWALK ALONG SITE FRONTAGE TO

LOT 6.01 7199 SF 0.1653 Acres #29 10.0' 44.6' 8.0' 8.0' 10.0' 8.0' 10.0' 30.00' 30.00' 55.9' 8.34' 76.0' 62.60' 75.0' 57.0' 30.00' 115.00' 75.08' ANY SETTLED OR DAMAGED SIDEWALK ALONG SITE FRONTAGE TO BE REPLACED AS DIRECTED N: 4854.02 E: 5430.54 L:\2025\12507\1250703\AUTOCAD\1250703.SUBDIVISION.DWG 06/11/26 04:18:49PM, TForgione, LAYOUT:FINAL SUBDIVISION JOB NO. SCALE DWG.NO. MAP NO. FIELD BOOK DRAWN BY 973-379-3280 Fax:973-379-7993 258 Main Street, PO Box 191 Millburn, New Jersey 07041 DATE CHK. BYREFERENCE XREFS: 1250703.Survey FLAT FILE .No.: FINAL SUBDIVISION PLAT 27 FAIRWAY DRIVE TAX LOT 6, BLOCK 86.01 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NJ 09-17-2025 MTL TF DESC. CAD 1250703 1"=20' 4 0 Scale: 1"= 20' 10 20 40 60 80 New Jersey Professional Engineer/Land Surveyor No. New Jersey Professional Planner No. MICHAEL T. LANZAFAMA 30084 03503 1 Revised per Township Comments 03-04-26 REVISIONS OWNER: NIKAN N. SANDELS & MICHAEL C. SANDELS 27 FAIRWAY DRIVE, WEST ORANGE, NJ, 07039 APPLICANT: CATALYST DEVELOPMENT GROUP, LLC 354 EISENHOWER PARKWAY, LIVINGSTON, NJ, 07039 PHONE: 347-735-9779 SURVEY NOTES 1. PQ BEING LOT 6, IN BLOCK 86.01, AS SHOWN ON TOWNSHIP OF WEST ORANGE TAX MAPS. 2. LOT AREA = 23,982 SF. OR 0.551 AC. 3. ELEVATIONS SHOWN HEREON ARE BASED UPON N.A.V.D. 1988 SURVEY DATUM AS DETERMINED BY RAPID STATIC GPS. 4. COORDINATES SHOWN HEREON ARE BASED ON A LOCAL DATUM 5. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE BASED UPON SURFACE STRUCTURES VISIBLE ON THE DATE OF FIELD SURVEY. LOCATION OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATION SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. ALL SUBSURFACE UTILITY LOCATIONS SHOULD BE VERIFIED AND FIELD MARKED BY APPROPRIATE UTILITY AUTHORITY PRIOR TO EXCAVATION/CONSTRUCTION. ANY DEVIATION IN LOCATION OF UTILITIES SHOULD BE REPORTED TO SURVEYOR AND ENGINEER PRIOR TO CONSTRUCTION. 6. EXCEPT AS SPECIFICALLY STATED OR SHOWN ON THIS PLAT, THIS SURVEY DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS WHICH WERE VISIBLE ON THE DATE OF FIELD SURVEY; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND USE REGULATIONS, AND ANY OTHER FACTS SUCH THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 7. A WRITTEN WAIVER AND DIRECTION NOT TO SET CORNER MARKERS

IVISION RESTRICTIONS; ZONING OR OTHER LAND USE REGULATIONS, AND ANY OTHER FACTS SUCH THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 7. A WRITTEN WAIVER AND DIRECTION NOT TO SET CORNER MARKERS HAS BEEN OBTAINED FROM THE ULTIMATE USER PURSUANT TO P.L. 2003, c. 14 (N.J.S.A. 45:8-36:3) AND N.J.A.C. 13:40-5.1(d). 8. DECLARATION IS MADE TO THE ORIGINAL PURCHASER OF THIS SURVEY. IT IS NOT TRANSFERABLE TO OTHER INSTITUTIONS OR SUBSEQUENT OWNERS. PLANNING BOARD APPROVALS THIS MAJOR SUBDIVISION IS HEREBY APPROVED BY THE PLANNING BOARD OF THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY. DATE SECRETARY DATE CHAIRMAN THIS SITE PLAN HAS BEEN REVIEWED AND IS HEREBY APPROVED. DATE TOWNSHIP ENGINEER Revised per Major Subdivision 05-04-262 OWNERS' CONSENT WE THE UNDERSIGNED, HAVING AN INTEREST IN THE TITLE OF THE PROPERTY COVERED BY THIS SUBDIVISION MAP, DO HEREBY CONSENT TO THE FILING OF THIS MAP IN THE OFFICE OF THE REGISTER OF ESSEX COUNTY: ___________________________________________ DATE: _________ OWNER ___________________________________________ DATE: _________ NOTARY COUNTY PLANNING BOARD THIS MAP HAS BEEN REVIEWED BY THE ESSEX COUNTY PLANNING BOARD AND IS HEREBY APPROVED FOR FILING IN THE OFFICE OF THE REGISTER OF ESSEX COUNTY. ___________________________________________ DATE: _________ PLANNING OFFICER MUNICIPAL APPROVAL WE CERTIFY THAT THIS MAP HAS BEEN APPROVED BY THE PLANNING BOARD OF THE TOWNSHIP OF WEST ORANGE ON ______________________________, 2026 AND SAID MAP COMPLIES WITH THE PROVISIONS OF "THE MAP FILING LAW" (N.J.S.A. 46:23-9.9 et.seq.) THIS CERTIFICATION SHALL EXPIRE IF THE MAP IS NOT FILED IN THE OFFICE OF THE REGISTER OF ESSEX COUNTY ON OR BEFORE THE ______________ DAY OF_____________, 20______ __________________________________________ DATE: _______ SECRETARY, PLANNING BOARD __________________________________________ DATE: _______ CHAIRMAN MAP CERTIFICATIONS I HAVE CAREFULLY EXAMINED THIS MAP AND TO THE BEST OF MY KNOWLEDGE AND BELIEF FIND IT CONFORMS WITH THE PROVISIONS OF "THE MAP FILING LAW", RESOLUTION OF APPROVAL AND APPLICABLE MUNICIPAL ORDINANCES AND REQUIREMENTS: __________________________________________ DATE: _______ TOWNSHIP ENGINEER I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF THIS MAP AND LAND SURVEY DATED 09/17/2026 MEETS THE MINIMUM SURVEY DETAIL REQUIREMENTS, AS PROMULGATED BY THE STATE BOARD

NEER I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF THIS MAP AND LAND SURVEY DATED 09/17/2026 MEETS THE MINIMUM SURVEY DETAIL REQUIREMENTS, AS PROMULGATED BY THE STATE BOARD OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND HAS BEEN MADE UNDER MY SUPERVISION, AND COMPLIES WITH THE PROVISIONS OF THE "MAP FILING LAW" AND THAT THE OUTBOUND CORNER MARKERS AS SHOWN HAVE BEEN SET. ________________________________ DATE: _________ MICHAEL T. LANZAFAMA NJ PROFESSIONAL ENGINEER & LAND SURVEYOR REG. NO. 30084 THE MONUMENTS SHOWN ON THIS MAP HAVE BEEN SET WITHIN THE TIME LIMIT PROVIDED FOR IN THE "MUNICIPAL LAND USE LAW," P.L.1975, c.291(C.40:55D-1 et seq.) OR LOCAL ORDINANCE. 3 Revised per Township Comments 06-10-26