15 Ridgeway Ave Minor Subdivision Rev 3 Dated 4 13 26 File 29906

LL; 56,02 Bi158.23. AREA MAP (NJDEP GEOWEB) (APPROXIMATE 500” RADIUS IS SHOWN) LOT OWNERS (WITHIN 200 FT OF SITE) BLOCK 158 — LOT 9 WOODWARD, RUSSELL & CLAUDIA 1 RIDGEWAY CT. WEST ORANGE, NJ 07052 RE: 1 RIDGEWAY CT. BLOCK 158 — LOT 10 FALCONI, STEFANO é& JACQUE 3 RIDGEWAY CT. WEST ORANGE, NJ 07052 RE: 3 RIDGEWAY CT. BLOCK 158 — LOT 11 CONKLIN, CRAIG 5 RIDGEWAY CT. WEST ORANGE, NJ 07052 RE: 5 RIDGEWAY CT. BLOCK 158 — LOT 12 RUSSO, LUKE WILLIAM & SYLVIE 7 RIDGEWAY CT. WEST ORANGE, NJ 07052 RE: 7 RIDGEWAY CT. BLOCK 158 — LOT 14 ELMAN, ANDREW & RANDY 9 RIDGEWAY CT. WEST ORANGE, NJ 07052 RE: 9 RIDGEWAY CT. BLOCK 158 — LOT 20 LEVINE, MATTHEW & CALALANG, DEBORAH 48 INDIAN RD. WEST ORANGE, NJ 07052 RE: 48 INDIAN RD. BLOCK 158 — LOT 20.01 SOLORZANO M & MENENDEZ M & CASTILLO, L, 40 INDIAN. RD. WEST ORANGE, NJ 07052 RE: 40 INDIAN RD. BLOCK 158 — LOT 21.01 BASHKOFF, PERRY & NICOLE. 38 INDIAN RD. WEST ORANGE, NJ 07052 RE: 38 INDIAN RD. BLOCK 158 — LOT 21 RYAN, JOSEPH & PATRICIA 36 INDIAN RD. UNION, NJ 07083 RE: 36 INDIAN RD. BLOCK 158 — LOT 22 MICHELET, CHARLES & HORNE, ELLEN 1 RIDGEWAY AVE. WEST ORANGE, NJ 07052 RE: 1 RIDGEWAY AVE § 25-29.10 Requirements for Site Development Stormwater Plan: Major Development Checklist. BLOCK 158- LOT 27 WILLIAMS, GREGORY & SARAH 5 RIDGEWAY AVE. WEST ORANGE, NU 07052 RE: 5 RIDGEWAY AVE. BLOCK 158 — LOT 28 HARRIS, EVAN & CAROLINE 11 RIDGEWAY AVE. WEST ORANGE, NJ 07052 RE: 11 RIDGEWAY AVE. BLOCK 158 — LOT 28.02 KHAWAJA, AFTAB & ASIA 13 RIDGEWAY AVE. WEST ORANGE, NJ 07052 RE: 13 RIDGEWAY AVE. BLOCK 158 — LOT 39 TOWNSHIP OF WEST ORANGE 66 MAIN STREET WEST ORANGE, NJ 07052 RE: 55-57 RIDGEWAY AVE BLOCK 158.01 — LOT 43 ST. CLOUD PRESBYTERIAN CHURCH 20 OLD INDIAN RD. WEST ORANGE, NJ 07052 RE: 6 RIDGEWAY AVE. BLOCK 158.01 — LOT 44 SCHMIDT, KARL & TIONGSON, SUZETTE 12 RIDGEWAY AVE. WEST ORANGE, NJ 07052 RE: 12 OLD INDIAN RD. BLOCK 158.01 — LOT 45 CARRAWAY, PAULRICK & ANDREA 14 RIDGEWAY AVE. WEST ORANGE, NJ 07052 RE: 14 RIDGEWAY AVE. BLOCK 158.01 — LOT 46 FAGONE, PATER & JOANNE 16 RIDGEWAY AVE. WEST ORANGE, NJ 07052 RE: 16 RIDGEWAY AVE. BLOCK 158.01 — LOT 47.01 GREENE, STACEY 22 RIDGEWAY AVE. WEST ORANGE, NJ 07052 RE: 22 RIDGEWAY AVE. BLOCK 158.01 — LOT 48 JOSEPH SINISI JR. 28 RIDGEWAY AVE. WEST ORANGE, NJ 07052 RE: 28 RIDGEWAY AVE. UTILITIES ELECTRIC & GAS PUBLIC SERVICE ELECTRIC é&

WEST ORANGE, NJ 07052 RE: 22 RIDGEWAY AVE. BLOCK 158.01 — LOT 48 JOSEPH SINISI JR. 28 RIDGEWAY AVE. WEST ORANGE, NJ 07052 RE: 28 RIDGEWAY AVE. UTILITIES ELECTRIC & GAS PUBLIC SERVICE ELECTRIC é& GAS CO. MANAGER — CORPORATE PROPERTIES 80 PARK PLAZA, T6B NEWARK, NJ 07102 WATER NEW JERSEY AMERICAN WATER CO. 167 JOHN F. KENNEDY PARKWAY SHORT HILLS, NJ 07078 CABLE Tv COMCAST CABLEVISION 800 RAHWAY AVENUE, UNION, NJ 07083 TELEPHONE VERIZON 540 BROAD STREET NEWARK, NJ 07101 SEWER TOWNSHIP OF WEST ORANGE MUNICIPAL BUILDING 66 MAIN STREET WEST ORANGE, Nu 07052 JOINT MEETING OF ESSEX AND UNION COUNTIES 500 SOUTH FIRST STREET ELIZABETH, NJ 07202 CITY OF ORANGE TOWNSHIP 29 NORTH DAY STREET ORANGE, NJ 07050 ESSEX COUNTY ESSEX COUNTY PLANNING BOARD 900 BLOOMFIELD AVENUE. VERONA, NU 07044 x 1. Topographic base map. The reviewing engineer may require upstream tributary drainage system information as necessary. It is recommended that the topographic base map of the site be submitted which extends a minimum of 200 feet beyond limits of the proposed development, at a scale of one inch equals 200 feet or greater, showing two—foot contour intervals. The map as appropriate may indicate the following: existing surface water drainage, shorelines, steep slopes, soils, erodible soils, MURPHY CT. MINOR SUBDIVIS 15 RIDGEWAY AVENUE LOT 28.01 IN BLOCK 158 TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, N.J. ON ZONE R-5 — a eel) ZONE R-4 21 ___ 28 PLAN ys — Broadway Bo - Theatre Boot Camp’ perennial or intermittent streams that drain into or upstream of the Category One waters, wetlands and floodplains along with their appropriate buffer strips, marshlands and other wetlands, pervious or vegetative surfaces, existing man-made structures, roads, bearing and distances of property lines, and significant natural and man-made features not otherwise shown. 2. Environmental site analysis. A written and graphic description of the natural and man-made features of the site and its surroundings shall be submitted. This description shall include a discussion of soil conditions, slopes, wetlands, waterways and vegetation on the site. Particular attention should be given to unique, unusual, or environmentally sensitive features and to those that provide particular opportunities or constraints for development. The map shall indicate the following: existing surface water

o unique, unusual, or environmentally sensitive features and to those that provide particular opportunities or constraints for development. The map shall indicate the following: existing surface water drainage, shorelines, steep slopes, soils, erodible soils, springs, seeps, intermittent or perennial streams, wetlands, and floodplains along with their appropriate buffer strips, marshlands and other wetlands, forests, and core forests, pervious or vegetative surfaces, existing man—made structures, roads, bearing and distances of property lines, and significant natural and man—made features not otherwise shown. 3. Project description and site plans. A map (or maps) at the scale of the topographical base map indicating the location of existing and proposed buildings, roads, parking areas, utilities, structural facilities for stormwater management and sediment control, and other permanent structures. The map(s) shall also clearly show areas where alterations will occur in the natural terrain and cover, including lawns and other landscaping, and seasonal high groundwater elevations. A written description of the site plan and justification for proposed changes in natural conditions shall also be provided. 4. Land use planning and source contro! plan. This plan shall provide a demonstration of how the goals and standards of §§ 25-29.3 through 25-29.5 are being met. The focus of this plan shall be to describe how the site is being developed to meet the objective of controlling groundwater recharge, stormwater quality and stormwater quantity problems at the source by land management and source controls whenever possible. 5. Stormwater management facilities map. The following information, illustrated on a map of the same scale as the topographic base map, shall be included: (a) Total area to be disturbed, paved or built upon, proposed surface contours, land area to be occupied by the stormwater management facilities and the type of vegetation thereon, and details of the proposed plan to control and dispose of stormwater. (b) Details of all stormwater management facility designs, during and after construction, including discharge provisions, discharge capacity for each outlet at different levels of detention and emergency spillway provisions with maximum discharge capacity of each spillway. (c) Location and results of all test pits, overlaid with the location of

ch outlet at different levels of detention and emergency spillway provisions with maximum discharge capacity of each spillway. (c) Location and results of all test pits, overlaid with the location of all BMPS. The SHWT, depth of mottling observed, and bottom elevation of the BMP shall be listed in a comprehensive chart. (d) Map of predevelopment and post-development drainage areas. (e) Map demonstrating the contributory drainage area for each BMP. (b) Comprehensive hydrologic and hydraulic design calculations for the predevelopment and post—development conditions for the design storms specified in § 25-29.4 of this section. (c) When the proposed stormwater management contro! measures depend on the hydrologic properties of soils or require certain separation from the seasonal high-water table, then a soils report shall be submitted. The soils report shall be based on on-site boring logs or soil pit profiles. The number and location of required soil borings or soil pits shall be determined based on what is needed to determine the suitability and distribution of soils present at the location of the control measure. 7. Maintenance and repair plan. The design and planning of the stormwater management facility shall meet the maintenance requirements of § 25-29.12. On site topography provided at one foot contours within site plan. A surrounding area topographic map was added to sheet one to demonstrate the general direction of surrounding drainage. * ww LX +X ww LX +e X aee x 6. (a) Calculations. x HK * There are no unique surface features within two hundred feet. * * Provided within the Minor Subdivision plan set. HK Provided under separate cover. Stormwater report and O & M Manual by Ensurplan dated 4/13/26 12 ZONE R-4 11 10 9 AREA TOPOGRAPHIC MAP SCALE: 1”=80' Contours are shown in accord with DEP mapping and are intended only to depict the overall drainage patterns of the surrounding area. STEEP SLOPE STATEMENT PER TWP CODE SECTION 25.28 RIDGEWAY CT. (50’) The existing topography as shown on the site plans has been analyzed and found not to include any areas in which a two foot vertical differential occurs within a twenty foot Therefore the site is not subject to steep slope provisions per Twp Code Section 25-28. SOIL_ MOVEMENT PERMIT STATEMENTS PER TWP CODE SECTION 25-51.6 39 32 ZONE R-4 200° RADIUS MAR 1"=80' PROPERTY_NOTES: 1,

e site is not subject to steep slope provisions per Twp Code Section 25-28. SOIL_ MOVEMENT PERMIT STATEMENTS PER TWP CODE SECTION 25-51.6 39 32 ZONE R-4 200° RADIUS MAR 1"=80' PROPERTY_NOTES: 1, PROPERTY KNOWN AS LOT 28.01 IN BLOCK 158 ON THE CURRENT TAX MAP OF THE TOWNSHIP OF WEST ORANGE, SHEET NO. 91. 2. BEING MORE COMMONLY KNOWN AS 15 RIDGEWAY AVENUE, TOWNSHIP OF WEST ORANGE, N.J. 3. BEING THE SAME PREMISES DESCRIBED IN A DEED RECORDED IN THE ESSEX COUNTY CLERK’S OFFICE ON OCTOBER 2, 2025 AS INSTRUMENT #2025062136. 4. PROPERTY CONTAINS 53,084 SF OR 1.2186 ACRES (MORE OR LESS). 5. THIS PLAN HAS BEEN PREPARED TO INDICATE THE ZONING REQUIREMENTS IN ACCORD WITH ZONE R—4 (ZONING MAP DATED 11-19-2020) AND THE SCHEDULE OF REQUIREMENTS DATED MAY 2020. 6. PROPERTY SITUATED IN FLOOD ZONE X (AREA OF MINIMAL FLOODING) AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) FOR ESSEX COUNTY, NEW JERSEY, ON MAP No. 340130094F DATED 6/04/2007. 7. THIS MAP AND SUBDIVISION IS BASED UPON A SURVEY OF LOT 28.01 IN BLOCK 158 PREPARED BY ENSURPLAN, INC. DATED AUGUST 21, 2025. PROJECT NARRATIVE: THE EXISTING PROPERTY CONTAINS 53,084 SQUARE FEET AND IS SITUATED IN THE R—4 RESIDENTIAL ZONE. THERE IS CURRENTLY AN EXISTING DWELLING, A DETACHED CARPORT, AND A DETACHED DECK ON THE PROPERTY. THIS PLAN PROPOSES TO SUBDIVIDE THE PROPERTY TO CREATE TWO NEW FLAG LOTS. ONE LOT WILL CONTAIN AN EXISTING 2 STORY ONE—FAMILY RESIDENCE TO REMAIN. THE EXISTING DETACHED DECK WILL BE REMOVED OR RELOCATED. A PORTION OF THE EXISTING DWELLING WILL BE REMOVED AND RENOVATED IN ORDER TO MEET THE SIDE YARD SETBACK REQUIREMENTS FOR THE R—4 ZONE. THE SECOND LOT WILL BE DEVELOPED IN ACCORD WITH DEVELOPMENT REGULATIONS OR OR OFFERED FOR SALE. A CROSS ACCESS AND UTILITY EASEMENT, ENCOMPASSING THE FLAG PORTION OF BOTH LOTS IS PROPOSED. EXISTING AND/OR PROPOSED DEED RESTRICTIONS OR COVENANTS A common use ingress/egress easement between Lots 28.01 and 28.02 was extinguished DB 5975-496. A common use ingress/egress easement as shown on the site plan shall be established between Lot 28.03 and 28.04. A utility easement as shown on the site plan shall be established between Lot 28.03 and 28.04. Deed restrictions pursuant to the Stormwater Operations and Maintenance requirements shall be filed. 158.01 43 == ~ ES N a CS 20 NI io ew NS SO Q 3, = ° > p< > | <f ] ™ 46 ' ' i 8 a 8 —~ horizontal

Deed restrictions pursuant to the Stormwater Operations and Maintenance requirements shall be filed. 158.01 43 == ~ ES N a CS 20 NI io ew NS SO Q 3, = ° > p< > | <f ] ™ 46 ' ' i 8 a 8 —~ horizontal run. EN a1 JX ter 15 RIDGEWAY LLC ATTN: AMOGHENE FRANCIS UMUDE 48 43 EDGEWOOD AVENUE WEST ORANGE, NJ. 07052 —_ — —_— Owner/Applicant Signature | by filing of this plan certify that upon apprvoval a licensed land surveyor shall be hired to place or caused to be placed stakes at each corner of the lands from which soil is to be removed, and further that a licensed professional engineer shall be hired to place or caused to be placed grade stakes at the existing elevation points designated on the topographical map pursuant to the provisions of paragraph C of Township Code Section 25-—51.6, clearly marked to indicate the soil cuts or fill. Further upon approval, | will cause the proposed work to be performed, and consent to the Township, in the event | fail to have the work completed, to cause the proposed work to be completed or otherwise terminated in keeping with the purposes and objectives of Twp Code Section 25-51. The project design includes a projected export of approximately 890 cy of soil. MAJOR STORMWATER DESIGN JUSTIFICATION THE PLAN IS CONSIDERED A MAJOR STORMWATER PLAN DUE TO THE DISTURBANCE OF MORE THAN 0.5 ACRES. THE PLAN HAS BEEN PREPARED TO MEET THE WEST ORANGE MAJOR STORMWATER ORDINANCE. REFER TO DETAILED DRAINAGE REPORT PREPARED BY ENSURPLAN INC. DATED 4/13/2026. To ensure that the design complies with the requirements and goals of the Township Stormwater Ordinance a detailed analysis of the site condition was performed. A soils evaluator tested various areas of the site to identify both seasonal high water levels and the ability of the soil to infiltrate runoff. Additionally areas allowing for use of low impact development were identified; including potential preservation of large deciduous trees, lessening the slope of surfaces and elongation of drainage paths. This study focused the design on the area of the site which would allow for use of infiltration. A small scale sub-surface extended detention infiltration basin (a system allowing for infiltration and controlled release) was chosen as the green infrastructure BMP to provide infiltration, recharge and reduction of runoff quantity. The basin is located at the area of the site

ing for infiltration and controlled release) was chosen as the green infrastructure BMP to provide infiltration, recharge and reduction of runoff quantity. The basin is located at the area of the site where the soils evaluation determined an acceptable infiltration rate for design (A factor of safety was applied to the analysis by utilizing % of the measured infiltration rate in all calculations). The basin shall be a shared system, accepting runoff from both lots, therefore an easement allowing for common use and maintenance shall be established. Operations and maintenance requirements and responsibilities shall be filed with the record owner deeds. Permeable pavement, another green infrastructure BMP, is specified for all driveway surfaces. This system is rated for 80% total suspended solids reduction providing water quality treatment for the site. The analysis shows that the runoff from the developed portion of the site directed towards the infiltration basin when combined with the runoff rate from the developed portions of the site which bypass the system, has been reduced to no more than 50% of the two year storm rate, 75% of the 10 year storm rate and 80% of the 100 year storm rate from what would have occurred if the design area were an undeveloped wooded lot when measured at the point at which runoff would leave the site. In addition to the utilization of two green infrastructure BMPs low impact development measures are implemented throughout the unstudied portion of the site (not experiencing placement of impervious cover and maintaining existing lawn surfaces) which will serve to lessen the overall stormwater runoff from the site. These measures include; preservation of large trees, lessening of slopes and increasing drainage paths to increase time of concentration. These items are shown on the Land Use Planning and Source Control Plan within the site plan set. AFFORDABLE HOUSING DEVELOPMENT FEE The development shall comply with the Township of West Orange Affordable Housing Development Fee Ordinance. A development fee of 1.5% of the equalized assessed value of each new residential unit shall be paid in accordance with Township requirements. The final fee shall be determined by the Township Tax Assessor prior to issuance of a Certificate of Occupancy. ANTICIPATED AGENCY APPROVALS REQUIRED: TOWNSHIP OF WEST ORANGE PLANNING BOARD TOWNSHIP

The final fee shall be determined by the Township Tax Assessor prior to issuance of a Certificate of Occupancy. ANTICIPATED AGENCY APPROVALS REQUIRED: TOWNSHIP OF WEST ORANGE PLANNING BOARD TOWNSHIP _OF WEST ORANGE BOARD OF HEALTH HUDSON—ESSEX—PASSAIC SOIL EROSION DISTRICT PROPOSED LOT NUMBERS AND STREET ADDRESSES TO BE ASSIGNED BY THE TAX ASSESSOR. LOT GRADING PLANS: AN INDIVIDUAL LOT GRADING PLAN FOR NEW LOT 28.03 AND NEW LOT 28.04 SHALL BE REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. SUBDMSION FILING TYPE: THE APPLICANT SHALL FILE THE SUBDIVISION BY DEED. OWNER & APPLICANT: 15 RIDGEWAY LLC ATTN: AMOGHENE FRANCIS UMUDE 43 EDGEWOOD AVENUE WEST ORANGE, NJ. 07052 SHEET INDEX: 1. COVER SHEET, RADIUS MAP, LOT OWNERS . EXISTING CONDITIONS SURVEY & DEMOLITION PROPOSED CONDITION PLOT PLAN . ENVIRONMENTAL SITE ANALYSIS AND USE . STORMWATER MANAGEMENT FACILITIES MAP PLANNING & SOURCE CONTROL PLAN 2 3 4, GRADING AND UTILITY PLAN 5. 6. 7. STORMWATER MANAGEMENT DETAILS AND NOTES q WILLIAM S. | CERTIFY THAT THIS MAP WAS DULY APPROVED BY RESOLUTION OF THE PLANNING BOARD OF THE TOWNSHIP. OF WEST ORANGE AT A MEETING HELD ON AND HAS BEEN MEMORIALIZED ON BOARD CHAIRMAN DATE BOARD SECRETARY DATE BOARD ENGINEER DATE Revision Table: 2) TOWNSHIP ZONING/ENGINEERING REVIEW 04-13-26 1) UPDATE FOR NEW HOUSE PLAN 01-06-2026 0) INITIAL ISSUE 11-25-2025 WA Professional En, jeer, NJ. License N86. GE44863 LQ Sa NANCY J. SCOTT, P.L.S. Professional Land Surveyor NJ. License No. GS35875 ENGINEERING SURVEYING PLAN NV/NG ENSURPLAN INC. (Certificate of Authorization No. 24GA27997700) P.O. BOX 4304, WARREN, N.J. 07059 Tel: 732-469-0400 ensurplan@gmail.com MINOR SUBDIVISION PLAN FOR 15 RIDGEWAY AVENUE LOT 28.01 IN BLOCK 158 (TAX MAP SHEET NO. 91) SITUATED IN THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NJ SCALE: ORDER: E-10877 DATE: 11-25-2025 FILE: 29906

GENERAL NOTES: 1. THIS PLAN IS SUBJECT TO SHUCH FACTS AS AN ACCURATE TITLE SEARCH MAY DISCLOSE. SUBJECT TO EASMENTS OF RECORD. THIS PLAN DOES NOT CONSTITUTE A TITLE SEARCH BY ENSURPLAN, INC. 2. BEARING BASIS IN ACCORD WITH DEED BOOK #2015075914. HORIZONTAL DATUM IS ASSUMED. LIMIT OF DISTURBANCE | UNDERGROUND STRUCTURES OR UTILITIES HAVE NOT BEEN LOCATED. 47,800 SF or 1.10 Acres (Includes all demolition and ! | | ———————_ proposed work) ! ' U A CERTIFIED SOIL EROSION CONTROL | * ANY UTILITY LINES INDICATED HEREON ARE IN ACORD WITH LOCATIONS PLAN IS REQUIRED. | LOT 21 MARKED OUT BY UTILITY COMPANIES. t ' 4. THE PRESENCE OR ABSENCE OF WETLANDS HAS NOT BEEN DETERMINED. Moi103'33 TRAIN CONNECTED TO LOT 21.01 |e eo 5. OFFSETS ARE_NOT TO BE USED FOR THE CONSTRUCTION OF FENCES PUBLIC STORM SEWER TO Fee oe eeae. 2087s ee -- OR OTHER STRUCTURES. 4 6. THIS PLAN IS NOT VALID WITHOUT A SIGNATURE AND RAISED SEAL. IF THIS PLAN DOES NOT CONTAIN A RAISED SEAL IT MAY HAVE BEEN . - i ALTERED. ee Be mee ON FENGE VEZ ES = = tC pa anit = At Nee r ‘ ly <a aN oe _. IAIN LINK FENCE ' isti ES: Z get o // 10 BE REMOVED WT Hatching Denotes an Existing PROPERTY_NOTES: “ Improvement Shown to be Removed , 1. PROPERTY KNOWN AS LOT 28.01 IN BLOCK 158 ON THE CURRENT TAX MAP OF THE CARPORT 5.9' TOWNSHIP OF WEST ORANGE, SHEET NO. 91. / NOTE: Portions of the Dwelling on Lot 28.01 were intended to be removed as 2. BEING MORE COMMONLY KNOWN AS 15 RIDGEWAY AVENUE, TOWNSHIP OF woo FENCE LOT 28.01 . suum part of an ongoing renovation and addition application. During the course of 3, BEING THE SAME PREMISES DESCRIBED IN A DEED RECORDED IN THE y he ENCE To PICKED FENCE eye ee . ESSEX COUNTY CLERK'S OFFICE AS INSTRUMENT #2015075914. _| 10 BE REMOVED . & demolition safety concerns of the remaining structure were noted by the builder y 2 — a a4 oa) . . . 4. PROPERTY CONTAINS 53,084 SF OR 1.2186 ACRES (MORE OR LESS). ¢ / and architect and the structure was removed. The existing garage was preserved. , TWS PLAN HAS EEN PREPARED 10 INDICATE THE ZONING REQUIREMENTS IM The impervious coverage calculations reflect this portion of the building as OF REQUIREMENTS. DATED MAY D020. ~19"2020) existing for zoning purposes only. the stormwater design for the project 6. PROPERTY, SITUATED IN, FLOOD, ZONE X (AREA OF MINIMAL. FLOODING) AS SHOWN considers this area as Good Woods’ and takes no credit for removal of

purposes only. the stormwater design for the project 6. PROPERTY, SITUATED IN, FLOOD, ZONE X (AREA OF MINIMAL. FLOODING) AS SHOWN considers this area as Good Woods’ and takes no credit for removal of ON MAP No. 3401300947 DATED 6/04/2007. r . . . eue 7. THE SETTING OF PROPERTY CORNER MRKERS WAS NOT INCLUDED IN THE SCOPE OF i -—— Impervious surface related to the dwelling demolition. SERVICES REQUESTED BY THE CLIENT PURSUANT TO NJAC. 13:40—5.1(d) AND Us } P.L. 2003 CH. 14(45:8-36:3). a FORMER LOCATION OF TWO |! EXISTING | a ea L STORY DWELLING | GARAGE o) ., = (NOW DEMOLISHED) | a LOT 20.01 \ | 8) H \ PAVED | < LOT 28.02 D INDIAN ROAD 1 \ ! i (FOOTPRINT 5,024 SF) DRIVEWAY. 7 prick OL wiDTH R.0.W-) \ | DWELLING (VARIABLE \ = wooD ni ROOFED PORCH _ \, | DECK - a \ E ff S - rd ow . uy BRICK PAVER \: 2 PATIO ‘3 — 2, — / A PR, / / oa LON > | 4 es -— --—-- “e / / \ PUN . Lor 49 —— 3 \ NG — i Existing Water and Gas RY / / x NL iin pete Services to be Abandoned N_ 9,805.96 ° / | ~\ ~ Sewer Lateral not found F10.495.61 ] 6 to" / ' | PAVED ° 8 ~ WOOD STOCKADE / 1 DRIVEWAY | s FENCE 1 ~~ ) a sot Loe #3 © 7 _— O Bers ALUMINUM PAVED = —_ PICKET __[/PICKET FENCE DRIVEWAY paved > FENCE. oe ly 3 | 5 —— S 65°20’50” E 276.95" DRIVEWAY iS z ~ ao f =“s os ew ee 8 ew en en en a = a ly = Fave LL Trt tPPEEEEEEALLL/ALLLL/) MULLET) \ it PAVED E > e LOT 50 ] DRIVEWAY : _ DRIVEWAY as an “ < z= 8 . 8 > oa" 5 ly 5 y) f het enamel no Ee eo e—} = N a zqy | ae | a a os hw / Tew ee == = iy § i if _ [yee ; f " es or! ; N 65°20°50” W 528.66" . iG) ! RET. WALL PICKET FENCE oe OT CLE hee 5e UTILITY POLE a Q \ ' '— Existing Overhead Electric | & | Service to Remain ! ‘ASSUMED DATUM | j 10,000.08 LOT 12 LOT 11 LOT 10 LOT 9 i | Revision Table: | ' ' i 2) TOWNSHIP ZONING/ENGINEERING REVIEW 04-13-26 1) UPDATE FOR NEW HOUSE PLAN 01-06-2026 0) INITIAL ISSUE 11-25-2025 WA FRAME DWELLING oO 5’ 10'15’20'25’ 50’ 100’ ‘yy ME, 4 a a GRAPHIC SCALE (oS ee No Eeerce NO Ce44865 . i 4”=20’ Ry Qa EXISTING LOT COVERAGE CALCULATIONS: Q NANCY J. SCOTT, P.L.S. CURB 69 Professional Land Surveyor 3487 TWO STORY DWELLING & GARAGE: 3487 SF 367 CARPORT: 362 SF COVERED PORCH: 157 SF NJ. License No. GS35875 REAR PORCH: 500 SF FRONT PATIO: 622 SF , A FRONT WALK: 210 SF EN IG 72 GARAGE APRON: 106 SF _ _ BOCCI COURT 710 SF DETACHED DECk: 367 SF SUR 15 WALLS: 87 SF DRIVE: 8,381 SF PLAN | Vit ENSURPLAN INC. TOTAL EXISTING