251203_42 ERW Full Set

FF 627.00 628.10 626.22 FF 628.13 GF 626.16GF 626.19 GF 626.18 GF 626.22 NEW JERSEY STATE HIGHWAY INTERSTATE ROUTE 280 EAGLE RIDGE (50') WAY Inlet Gr. 626.27 Inv. 623.62 Inv. 623.57 Gr. 625.99 Inv. 624.29 Inv. 623.99 618 617 616 614 613 612 611 610 609 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TC: 626.50 BC: 626.00 TC: 626.00 BC: 625.50 TC: 626.00 BC: 625.50 TC: 625.60 BC: 625.10 TC: 626.00 BC: 625.50 TC: 626.25 BC: 625.75 TC: 626.85 BC: 625.35 TC: 626.00 BC: 625.50 TC: 627.50 BC: 627.00 G 626.80x BARN FFE: 627.00 ARENA FFE: 625.50 G 623.80 HOUSE FFE: 628.00 GARAGE FFE: 626.50 TS 627.90 BS 625.60 G 621.85 G 625.55 G 625.45 G 624.35 G 626.50 TC: 625.60 BC: 625.10 622 618 619 620 623 624 625 626 626 625 618 617 619 623 DD D D 22 L.F. 18" HDPE @ 21.47% (P-15) 23 L.F. 12" HDPE @ 0.64% (P-23) 42 L.F. 30" HDPE @ 0.59% (P-7) 96 L.F. 18" HDPE @ 0.94% (P-6) 90 L.F. 15" HDPE @ 1.00% (P-5) 72 L.F. 15" HDPE @ 1.04% (P-4) 86 L.F. 15" HDPE @ 0.99% (P-3) 93 L.F. 15" HDPE @ 1.02% (P-2) 68 L.F. 12" HDPE @ 0.66% (P-1) 39 L.F. 30" HDPE @ 1.68% (P-10) 16 L.F. 30" HDPE @ 0.92% (P-11) 33 L.F. 36" HDPE @ 1.22% (P-12) 24 L.F. 12" HDPE @ 0.51% (P-21) 25 L.F. 12" HDPE @ 0.53% (P-18) 139 L.F. 15" HDPE @ 0.50% (P-19) 10 L.F. 24" HDPE @ 0.00% (P-20) 74 L.F. 12" HDPE @ 1.01% (P-16) 80 L.F. 15" HDPE @ 1.00% (P-17) CATCH BASIN S-2 GR: 625.10 INV.(IN): 620.90 (P-1) INV.(OUT): 620.90 (P-2) CATCH BASIN S-1 GR: 624.50 INV.(OUT): 622.10 (P-1 (2)) 'Y' INLET S-9 GR: 622.31 INV.(OUT): 617.60 (P-9) 'Y' INLET S-11 GR: 622.05 INV.(IN): 615.62 (P-10) INV.(IN): 615.70 (P-25) INV.(OUT): 615.90 (P-11) MH S-12 RIM: 621.57 INV.(IN): 615.75 (P-11) INV.(OUT): 615.65 (P-12) 'Y' INLET S-7 GR: 620.58 INV.(IN): 616.15 (P-6) INV.(OUT): 615.52 (P-7) 'Y' INLET S-8 GR: 619.00 INV.(OUT): 615.90 (P-23) FES S-15 INV.(IN): 611.75 (P-15) CATCH BASIN S-4 GR: 625.10 INV.(IN): 619.00 (P-3) INV.(OUT): 618.90 (P-4) CATCH BASIN S-3 GR: 625.10 INV.(IN): 619.95 (P-2) INV.(OUT): 619.85 (P-3) 'Y' INLET S-5 GR: 624.78 INV.(IN): 618.15 (P-4) INV.(OUT): 618.05 (P-5) 'Y' INLET S-6 GR: 621.35 INV.(IN): 617.15 (P-5) INV.(OUT): 617.05 (P-6) 'Y' INLET S-16 GR: 623.50 INV.(OUT): 618.10 (P-16) 'Y' INLET S-19 GR:

GR: 624.78 INV.(IN): 618.15 (P-4) INV.(OUT): 618.05 (P-5) 'Y' INLET S-6 GR: 621.35 INV.(IN): 617.15 (P-5) INV.(OUT): 617.05 (P-6) 'Y' INLET S-16 GR: 623.50 INV.(OUT): 618.10 (P-16) 'Y' INLET S-19 GR: 618.45 INV.(IN): 616.45 (P-18) INV.(IN): 616.45 (P-17) INV.(OUT): 616.45 (P-19) 'Y' INLET S-18 GR: 618.60 INV.(OUT): 616.58 (P-18) 'Y' INLET S-20 GR: 617.69 INV.(OUT): 615.87 (P-21) D D MH S-21 RIM: 622.05 INV.(IN): 615.75 (P-21) INV.(IN): 615.75 (P-19) INV.(OUT): 615.75 (P-20) PROPOSED 7.5 FT X 9 FT SCOUR HOLE INV. 610.50 TW: 626.00 BW: 624.30 625 625 G 625.30 624 621 621 620 OCS S-34 GR: 620.00 INV.(IN): 615.75 (P-13) INV.(OUT): 616.50 (P-15) PROPOSED SUBSURFACE CHAMBER DETENTION BASIN 1 (133 CHAMBERS) TOP OF STONE: 620.00 TOP OF CHAMBER: 619.50 CHAMBER INV: 615.75 STONE INV: 615.00 TW: 621.00 BW: 618.20 TW: 617.80 BW: 611.80 TW: 621.70 BW: 617.80 TW: 622.15 BW: 620.50 TW: 622.15 BW: 622.00 TW 624.50 BW 622.15 TW: 622.15 BW: 622.15 TW: 622.15 BW: 618.25 TW: 621.00 BW: 615.00 G: 622.15 G 627.00 G 627.00 G 627.00 G 627.00 G 628.00 G 626.50 G 628.00 G 628.00 G 628.00 G 627.00 G 627.00 G: 624.80 626 625 625 624 624 626 627 625 626 627 TC 626.00 BC 625.50 56 L.F. 15" HDPE @ 3.91% (P-25) G 625.20 G 625.50 TC: 625.40 BC: 624.90 109 L.F. 12" HDPE @ 0.69% (P-1 (2)) CATCH BASIN S-81 GR: 625.45 INV.(IN): 621.35 (P-1 (2)) INV.(OUT): 621.35 (P-1) 626 625 625 TW: 623.00 BW: 619.00 TW: 625.50 BW: 624.10 TW: 625.10 BW: 623.50 TW: 624.50 BW: 620.30 G 625.50 G 622.15 G 622.35 G 622.25 G 625.80 G 625.60 G: 625.50 623 624 622 622 622 G 628.00 627 G 625.50 G 625.50 G 625.45 TW: 622.25 BW: 618.25 TW: 621.65 BW: 618.60 G: 622.15 625 47 L.F. 12" HDPE @ 1.28% (P-9) 'Y' INLET S-10 GR: 622.05 INV.(IN): 617.00 (P-9) INV.(OUT): 616.28 (P-10) MH S-13 RIM: 620.53 INV.(IN): 615.25 (P-12) INV.(IN): 615.28 (P-7) INV.(IN): 615.75 (P-23) INV.(OUT): 615.25 (P-8) 8 L.F. 36" HDPE @ 0.00% (P-8) G 622.53 G 622.53 TW: 621.50 BW: 621.00 625 618 619 622 TS 628.00 BS 627.00 TS 628.00 BS 626.50 MH S-17 GR: 624.83 INV.(IN): 617.35 (P-16) INV.(IN): 619.70 (P-24) INV.(OUT): 617.25 (P-17) 16 L.F. 15" HDPE @ 3.14% (P-24) Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C. Engineering & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. Engineering& Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND

& Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. Engineering& Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-GRAD1-42 2024\24006174A\Engineering\Site Plans\C-GRAD1-42.dwg\C-X.XX-GRADING By: MICHAELA.NICODEMO R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________CITY PLANNING COMMISSION _______________________CHAIRMAN ATTEST: _______________________ _______________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY & FINAL MAJOR SITE PLAN WAYSTONE REALTY LLC PROPOSED RESIDENTIAL DEVELOPMENT BLOCK 106, LOT 24.01 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 10/18/2024 MMN JF 24006174A 1 12/20/24 MMN REVISED TO PROVIDE ADDITIONAL DETAIL 2 7/1/25 MMN REVISED GRADING 3 12/03/25 MMN REVISED PER GEOTECHINICAL INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ FOR PTH WOODCLIFF LAKE 300 Tice Boulevard Suite 101 Woodcliff Lake, NJ 07677 845.352.0411 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING Doing Business as of 9 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #:

ESIGN, INC. DOING BUSINESS AS MASER CONSULTING Doing Business as of 9 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 LEGENDEXISTING PROPOSED TRAVERSE LINE, CENTER LINE OR BASELINE (LABEL AS SUCH) RIGHT OF WAY LINE PROPERTY LINE EDGE OF PAVEMENT CURB DEPRESSED CURB SIDEWALK FENCES TREELINE ROADWAY SIGNS WETLAND LINE MUNICIPAL BOUNDARY LINE X X 13+0012+00 BACK FACE S D 75 74 G 29.0 TC 29.0 BC 29.0 TDC 29.0 STORM MANHOLE SANITARY MANHOLE FLARED END SECTION HEADWALL HYDRANT POLE MOUNTED LIGHT CONTOURS SPOT ELEVATION DIRECTION OF OVERLAND FLOW TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION TOP OF DEPRESSED CURB ELEVATION H Y D TYPE '9' INLET TYPE 'C', 'D', 'E' INLET GRADING & DRAINAGE PLAN 4 N S E W NORTH 30 30 60 SCALE : 1" = 30' 0 SELECT LINEAR UNIT OF MEASURE SOIL MOVEMENT CALCULATION CUT FILL GRADING 221 CY 12,904 CY STORMWATER MANAGEMENT 1,351 CY 0 CY NET 11,332 CY

NEW JERSEY STATE HIGHWAY INTERSTATE ROUTE 280 EAGLE RIDGE (50') WAY X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X E E E E E E E E S WWW GGG UTILITY SERVICES TO CONNECT TO ASSUMED MAIN, CONTRACTOR TO PERFORM TEST PITS TO VERIFY LOCATION AND INVERTS PRIOR TO CONSTRUCTION & COORDINATE WITH SERVICE PROVIDERS PROPOSED UNDERGROUND ELECTRICAL CONDUIT. PROPOSED GAS SERVICE PROPOSED GAS VALVE PROPOSED 2" DOMESTIC WATER SERVICE PROPOSED WATER VALVE CONNECT TO EXISTING MANHOLE INV. 619.20 SAN. MH S-1 RIM: 625.30 INV. IN: 620.80 INV. OUT: 620.70 82 LF 4" SAN. PVC @2.08% INV. (OUT): 622.50 150 LF 4" SAN. PVC @1.00% DD D D D D Engineering & Design Architecture, LandscapeArchitecture, Surveying, CT P.C. Engineering & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. Engineering& Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW.ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DRAWN BY:DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-UTIL 2024\24006174A\Engineering\Site Plans\C-UTIL.dwg\C-X.XX-UTILITIES By: MICHAELA.NICODEMO R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED:

24006174A\Engineering\Site Plans\C-UTIL.dwg\C-X.XX-UTILITIES By: MICHAELA.NICODEMO R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________CITY PLANNING COMMISSION _______________________CHAIRMAN ATTEST: _______________________ _______________________SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY & FINAL MAJOR SITE PLAN WAYSTONE REALTY LLC PROPOSED RESIDENTIAL DEVELOPMENT BLOCK 106, LOT 24.01 TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY AS SHOWN 10/18/2024 MMN JF 24006174A 1 12/20/24 MMN REVISED TO PROVIDE ADDITIONAL DETAIL 2 7/1/25 MMN REVISED GRADING 3 12/03/25 MMN REVISED PER GEOTECHINICAL INVESTIGATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . ___________________________ FOR PTH WOODCLIFF LAKE 300 Tice Boulevard Suite 101 Woodcliff Lake, NJ 07677 845.352.0411 COLLIERS ENGINEERING & DESIGN, INC. DOING BUSINESS AS MASER CONSULTING Doing Business as of 9 Jesse Cokeley NEW JERSEY LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: GE54006 COLLIERS ENGINEERING & DESIGN, INC. N.J. C.O.A. #: 24GA27986500 LEGENDEXISTING PROPOSED CABLE TV CONDUIT WATER MAIN GAS MAIN TELEPHONE CONDUIT ELECTRIC CONDUIT SANITARY PIPE STORM PIPE CATV W G T E HYDRANT POLE MOUNTED LIGHT H Y D UTILITY PLAN 5 1. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS SATISFACTION PRIOR TO EXCAVATION. WHERE EXISTING UTILITIES ARE TO BE CROSSED BY PROPOSED CONSTRUCTIONS, TEST PITS SHALL BE DUG BY THE CONTRACTOR PRIOR TO CONSTRUCTION TO ASCERTAIN EXISTING INVERTS, MATERIALS, AND SIZES. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS. THE CONTRACTOR SHALL NOTIFY THE UNDER SIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD RENDER THE DESIGNS HEREON INAPPROPRIATE OR INEFFECTIVE. 2. UTILITY RELOCATIONS SHOWN HEREON, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED UTILITY RELOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/OR COORDINATING ALL REQUIRED UTILITY RELOCATIONS IN COOPERATION WITH THE RESPECTIVE UTILITY

NLY AND MAY NOT REPRESENT ALL REQUIRED UTILITY RELOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/OR COORDINATING ALL REQUIRED UTILITY RELOCATIONS IN COOPERATION WITH THE RESPECTIVE UTILITY COMPANY/AUTHORITIES. 3. STORM SEWERS SHALL BE CLASS III (OR HIGHER IF NOTED) REINFORCED CONCRETE PIPE (RCP) WITH "O" RING GASKETS OR INTERNALLY PRELUBRICATED GASKET (TYLOX SUPERSEAL OR EQUIVALENT, ADS N-12 HIGH DENSITY POLYETHYLENE PIPE (HDPEP), AS NOTED ON THE PLAN, OR APPROVED EQUAL. PROPER PIPE COVERAGE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. PIPE LENGTHS SHOWN HEREON ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 4. PROPOSED WATER MAIN EXTENSIONS AND FIRE HYDRANT LOCATIONS ARE SUBJECT TO MUNICIPAL REVIEW AND APPROVAL. PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, CLASS 52, WITH ASPHALTIC EPOXY TYPE COATING AS NOTED ON THE PLANS. WATER MAINS SHALL BE INSTALLED TO PROVIDE A MINIMUM 4.5 FEET OF COVER FROM THE TOP OF PIPE TO THE PROPOSED GRADE. 5. PROPOSED SEWER MAIN EXTENSIONS AND MANHOLE LOCATIONS ARE SUBJECT TO MUNICIPAL REVIEW AND APPROVAL. PIPE MATERIALS SHALL BE PVC SDR-35, EXCEPT AS NOTED OTHERWISE ON THE PLANS. EXCEPT WHERE SHALLOWER DEPTHS ARE PERMITTED BY THE MUNICIPALITY OR UTILITY AUTHORITY, SEWER LINES, INCLUDING FORCE MAINS AND LATERALS, SHALL BE INSTALLED TO PROVIDE A MINIMUM 4 FEET OF COVER FROM THE TOP OF PIPE TO PROPOSED GRADE. 6. ALL WATER MAINS SHOULD BE SEPARATED FROM SANITARY SEWER AND INDUSTRIAL DISCHARGE LINES BY A MINIMUM HORIZONTAL DISTANCE OF 10 FEET. IF SUCH HORIZONTAL SEPARATION IS NOT POSSIBLE, THE WATER AND SEWER LINES SHALL BE IN SEPARATE TRENCHES (STEP TRENCHES ARE PROHIBITED) WITH THE TOP OF THE SEWER LINE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN ENCASED IN CONCRETE OR WITH SUCH SEPARATION EXPRESSLY APPROVED BY THE DEPARTMENT OF HEALTH. 7. AT THE CROSSINGS OF SEWER LINES AND WATER MAINS, THE TOP OF THE SEWER LINES SHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN (SEWER SERVICE LATERALS ARE NOT SUBJECT TO THIS REQUIREMENT). IF SUCH VERTICAL SEPARATION IS NOT POSSIBLE, THE WATER LINE SHALL BE ENCASED IN CONCRETE. 8. GAS, ELECTRIC, LIGHTING, CABLE TELEVISION, AND ELECTRICAL SERVICE PLANS, IF REQUIRED, SHALL BE PREPARED BY THE RESPECTIVE UTILITY COMPANIES THAT SERVICE THE AREA PRIOR TO SITE CONSTRUCTION AND SHALL BE INSTALLED PER ORDINANCE OR LOCAL UTILITY COMPANIES

RICAL SERVICE PLANS, IF REQUIRED, SHALL BE PREPARED BY THE RESPECTIVE UTILITY COMPANIES THAT SERVICE THE AREA PRIOR TO SITE CONSTRUCTION AND SHALL BE INSTALLED PER ORDINANCE OR LOCAL UTILITY COMPANIES REQUIREMENTS. 9. TELEPHONE, ELECTRIC, AND GAS LINES WILL BE INSTALLED UNDERGROUND. CROSSINGS OF PROPOSED PAVEMENTS WILL BE INSTALLED PRIOR TO THE CONSTRUCTION OF PAVEMENT BASE COURSE. UTILITY NOTES N S E W NORTH 30 30 60 SCALE : 1" = 30' 0 SELECT LINEAR UNIT OF MEASURE

E E E E E E E E S WWW GGG BARN FFE: 627.00 ARENA FFE: 625.50 HOUSE FFE: 628.00 GARAGE FFE: 626.50 NEW JERSEY STATE HIGHWAY INTERSTATE ROUTE 280 EAGLE RIDGE (50') WAY X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MAP MAP MAP MAP MAP MAP 636363 63 63 63 63 63 63 63 63 63 63 63 63 6363 63 63 63 63 6363 63 63 636363 63 63636363 63 6363636363 63 63 636363 63ICCICCICCICC ICC ICCICCICC ICCICCICCICC ICC ICCICC ICCICCICCICC ICCICC ICC ICC ICCICC ICCICCICC ICCICCICCICC ICCICC ICCICCICCICC ICC ICC ICC ICC ICC ICC ICC ICC 6363 63 63 63 6363 63 63 6363 63 63 YOS YOS YOS YOS YOS YOS YOS YOS HOR HOR BNH YOS ICS ICS ICS ICSICS ICS ICSICS ICS ICSICS ICSICS ICS ICS ICS ICS ICS 13 1313 13131313 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 1313 13 13 13 1313 13 13 1313 13 1313 13 VPT VPT VPT VPT VPT VPT 6363 63636363 63 63 63 63 6363 6363 63 63 CACA CA CACA CA CA CA CA CA CA CACA CA CA CACACACA CACA CACA CA 13 13 13 13 13 1313 13 13 1313 13 13 YOS YOS YOS HPL HPL HPL HPL 51 HPL HPLHPL HPL 51 5113 13 13 1313 13 13 ICS ICSICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS HPL HPL HPL HPL VPT VPT VPT VPT VPT VPT 13 13 1313 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 1313 13 13 13 13 51 515151 51 51 51 BNH ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICS ICSICS ICS ICS ICS CA CA CA CA CA CA CA CA HPL HPL HPL HPL HPL HPL HPL HPL HPL HPL HPL HPL HPL VPT VPTVPT VPT BNH VPTVPT VPT VPT ICS ICSICS ICS ICSICS ICS 5151 51 51 51 51 51 51 51 51 51 51 6363 63 63 63 63 63 63 63 63 6363 13 13 13 13 1313 63 63 63 63 63 63 6363 63 CA CA CA CA CACA CA CA CA CA CA CA ICS ICS ICS ICS ICS ICS ICS ICS CA CACA CA CA CA CA CA CA CACA CA 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63636363 63 63 6363 63 6363 63 63 63 63 63 63 63 63 63 63 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 5151 51 51515151 51 5151 51 51 51 51 51 5151 51 51 51 51 51 5151 63 63 63 63 63 6363 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 51 51 5151 51 51 51 51 51 5151 51 51 51 5151 51 51 51 51 5151 51 CA CA CA CA CA CACA 51 51 51 13 13 13 13 13

1 5151 51 51 51 51 51 5151 63 63 63 63 63 6363 63 63 63 63 63 63 63 63 63 63 63 63 63 63 63 51 51 5151 51 51 51 51 51 5151 51 51 51 5151 51 51 51 51 5151 51 CA CA CA CA CA CACA 51 51 51 13 13 13 13 13 13 CA HPL HPL CA CA CACA CA CA CACA CACACA CA CACA HPLHPL CA CA CA CA CACA CA CA 51 51 5151515151515151 51 51 51 5151515151 51 5151 51 5151 5151 51 5151515151 51 5151 51 CA CA CA CA CA CA CA CA CACA CA CA CACA YOS YOS HOR VPT VPT VPT VPT VPT VPT VPT VPT VPT ICSICS ICS ICS ICS ICS ICS ICS ICS ICSICS ICS ICS ICS ICS ICS ICSICS ICS 13 13 13 13 13 13 13 13 13 13 13 13 CA CACA CA CA CA CA CA CA CA CA CA CA CA CA CA 51 51 51 51 51 5151 51 51 51 51 51 51 51 51 51 51 CA CA CA CA CACA CA CA CACA CA CA CA CA CA CA CA 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 5151 51 51 CA CA CA CA 51 51 51 51 5151 HOR HOR 51 MAP MAP MAP MAP MAP MAP APP APP APP APP APP APP APP (4) MAP (3) MAP (2) MAP (4) MAP (7) APP (12) ICS (17) CA (19) 51 (2) HOR (1) HOR (4) CA (7) 51 (16) CA (2) YOS (7) ICS (17) 51 (12) 13 (9) VPT (2) VPT (6) 63 (6) 51 (4) HPL (8) CA (1) BNH (6) 51 (6) 63 (6) VPT (6) 13 (1) BNH (12) ICS (2) HPL (22) 51 (15) CA (1) HOR (1) HOR (8) CA (14) 51 (2) HPL (8) ICS (8) CA (6) CA (1) BNH (9) 63 (7) ICS (13) HPL (2) HPL (6) 13 (7) ICS (22) 63 (12) CA (26) 51 (7) CA (1) YOS (2) HPL (37) 63 (39) 51 (15) ICS (1) YOS (12) CA (7) 51 (6) VPT (33 13 (3) YOS (3) 51 (4) HPL (42) 13 (3) YOS (3) VPT (11) CA (8) 63 (27) 13 (3) YOS (3) VPT (14) CA (8) 63 (1) BNH (47) ICC (59) 63 (26) CA (6) 51 (19) ICS MAP APP APP APP APP (5) APP APP ICS ICS ICS ICS ICSICS ICS ICS ICS ICS (11) ICS ICS BNH GT GT GT (1) GT (1) GT (1) GT PASTURE MIX PASTURE MIX PASTURE MIX PASTURE MIX PASTURE MIX LAWN LAWN LAWN LAWN LAWN LAWN LAWN PASTURE MIX PASTURE MIX ICS 63 CA CA 51 51 5151 51 51 51 CACA CA CACA CA CA CACA CA CACA CA CA CA CACA CA CA CA CA CA CA63 CA 13 HPL HPL HPL HPL HPL HPL HPL HPL HPL HPL HPL HPL HPL HPL (14) HPL E E E E E E E E S WWW GGG BARN FFE: 627.00 ARENA FFE: 625.50 HOUSE FFE: 628.00 GARAGE FFE: 626.50 DD D D D D NEW JERSEY STATE HIGHWAY INTERSTATE ROUTE 280 EAGLE RIDGE (50') WAY X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T T X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X