COPYRIGHT © 2007, CHALLONER & ASSOC. L.L.C.—ALL RIGHTS RESERVED THE COUPING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THAN THE ORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT THE WRITTEN PERMISSION OF CHALLONER & ASSOC. L.L.C., IS PROHIBITED
AMENDED USE VARIANCE AND PRELIMINARY & FINAL MAJOR SITE PLAN
Property is known as Block 22301, Lot 2 and part of Lot 1 as shown on Tax Map Sheet 25 of the Township of Jackson, Ocean County, New Jersey. Area of Lot 2 consists of 2.12 Acres, area of proposed development is = 2.6 Acres. The property has two existing dwellings, a garage, a paved driveway, and an abandoned chicken coop along with two old foundations. All existing structures shall be removed with this application. The applicant is proposing to construct a 20,240 sf retail building. Improvements included constructing onsite stormwater management system as well as a shared parking facility on the adjoining Fueling Station and Convenience Store (currently under construction). All improvements as shown on Block 22301 (Formerly Block 64, Lot 1.01), Lot 1 are taken from approved plan entitled "Grading and Utility Plan", designed by Challoner & Magno Engineering, dated 1/22/03, latest revision 3/23/04.
| LOT 2 | LOT 1 |
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| 330 Whlesville Road, LLC | 274 Whlesville Road, LLC |
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| 79 Route 520 | 79 Route 520 |
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| Englishtown, NJ, 07726 | Englishtown, NJ 07726 |
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Owner/Applicant:
Toyship of Jackson
35 West Veterans Highway
Jackson, New Jersey 18527
FOR
Outbound of subject property was based off of surveyed performed by Vincent Creevy, PLS #36716 of Cranmer Engineering, P.A. entitled Survey of Property, as dated May 5, 2006. Outbound Survey Updated by Challoner & Associates on May 15, 2019.
JACKSON CENTER
BLOCK 22301
LOTS 1 and 2
SITUATED IN
TOWNSHIP OF JACKSON
OCEAN COUNTY. NEW JERSEY
Per Statute 40155D-12 Paragraph C: List of Property Owners Within 200 Feet of
Benchmark elevation is located on existing sanitary MH rim elevation 90.96, within the ROW of County Route 527 located approximately 224 ft, southeast from centerline intersection of County Route 547, elevation per NGVD.
Property is situated in the RGC-1 Business Zone. The required zone schedule is as follows:
274 Whiteeville Road LLC SLOCK 22301 LOT 1
RSQUESTED SY: Challoner & Associates LLC
RSVP SEPTEB BY: Challoner & Associates LLC
Property is situated in the RGC-1 Business Zone. The required zone schedule is as follows: LOT2 LOT1
ADDRESS 509 Main St., Bldg A, Toms River, NJ 08753
Onsays of record, Block 5 Lots as they appeal on Tax Assessment Books.
BLOCK LCT NAME AND ADDRESS OF OWNER
If property is adjacent to a proposed or established Highway NOTIFY:
Commissioner of Transportation, State House, Tenton, NJ 08625
If property is located within the Pinesland NOPIY: Pinesland Commission,
20 Box 7, New Lisbon, NJ 00051
NOTIFY: O. C. Planning Board: 119 Poplar Ave., Toms River NJ 08753
| Required | LOT 2 | LOT 1 |
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| Lot Area | 20,000 sf. | Provided | Provided |
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| Lot Width | 100 ft. | 92,334 sf. | 51,122 sf. |
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| Front Setback | 60 ft. | 263 ft. | 235 ft. |
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| Slide Setback (one slide/combined) | 10 ft./30 ft. | 60 ft. | 105.79 ft. |
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| Rear Setback | 30 ft. | 28 ft./98 ft. | 95 ft. |
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| Maximum Height | 35 ft. | 51 ft. | 30 ft. |
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| Parking: | | | <35 ft. |
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| Setback to R.O.W. | 20 ft. | 20 ft. | 20 ft. |
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| Setback to residential | 20 ft. | 10 ft. | N/A |
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| Setback to nonresidential | 10 ft. | 0 ft. | 0 ft. |
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| Sign: Proposed Sign 75 sf. | | | |
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| Setback to R.O.W. (<25 sf.) | 20 ft. | N/A | N/A |
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| Setback to R.O.W. (26 sf.-75 sf.) | 25 ft. | 25 ft. | N/A |
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| Setback to R.O.W. (>76 sf.) | 30 ft. | N/A | 30 ft. |
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20701 21 Anthony V Pailadino, Jr, 602 Oceanview Rd., Brielle, NJ 08730
21801 1
LUE Inc., 1 Willow Pond Dr., Howell, NJ 07731
Hossie C. Leveva &
Concord Village, 17B Primrose Ln., Jackson, NJ 08527
21801 1.41
21801 1.42 Mary K Blough, 50 Whitehead Rd., Bridgewater, NJ 08507
21801 1.43
21801 1.44 M. Barrington LLC, 1030 No. Maple Ave., Toms River, NJ 08753
21801 79 Glenn Smith, 335 Whitesville Rd., Jackson, NJ 08727
21801 2 330 Whitesville Road LLC, 70 H. 520, Englishtown, NJ 07726
22301 25 Janis Jeans
John W Rapport, 275 S Hows Chapel Rd., Jackson, NJ 08527
22301 26 John W Rapp, 279 S Hope Chapel Rd, Jackson, NJ 08527
Parking Requirements: LOT2
| LOT 2 | LOT 1 |
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| Retail Gross Floor Area = 20,240 sf. | Retail Gross Floor Area = 1,800 sf. |
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| Spaces Required: 1 Spaces/200 sf. - 102 Spaces | Spaces Required: 1 Spaces/200 sf. - 9 Spaces |
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| Spaces provided: 102 Spaces | Spaces provided: 12 Spaces |
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22601 1 Sape Chapel Assoc., PO Box 1066, Jackson, NJ 08527
22601 2 Paul Braun, 270 S Bope Chapel Rd., Jackson, NJ 08527
The applicant is proposing to provide parking spaces according to the retail store parking requirement of 1 space for each 200 square feet of gross floor area, if the proposed tenants seek a more intense parking requirements, it will be the applicants responsibility to demonstrate that adequate parking exists at the time of applying for a zoning permit.
22601 3 Josef Chimel, 1851 Branch Brook Ct., Toms River, NJ 00755
22601 3 Josef Chimel, 1851 Branch Brook Ct., Toms River, NJ 00755
22601 4 Rodney Krawczyk, 42 Jonathan Holmes Rd., Cream Ridge, NJ 08514
42602 3 Mark Fernandes, 21 Glaulcy Ave., Bayville, NJ 08730
15% of the sign area will identify the name or the address of the site
All tenants/occupants shall be uniform in style and color
Lettering height shall be a minimum of 6"
22701 21 Anthony V Palladino, Jr,602 Oceanview Rd., Brielle, NJ 08730
for Statute 40:550-13 Paragraph G: List of Property Ownors Within 200 Feet of
Variance Required
330 Whitesville Road LLC BLOCK 22301 LOT 2
6. Do not scale drawings as they pertain to adjacent and surrounding physical conditions, buildings, structures, etc. They are schematic only, except where dimensions are shown.
ADDRESS 509 Main St., Bldg A, Town River, NJ 08753
Owners of record, Block A Lots is they appear on Tax Assessment Bonds.
BLOCK LOT NAME AND ADDRESS OF OWNER
14 property is adjacent to a proposed or established highway NOTIFY:
Commissioner of Transportation, State House, Trenton, NJ 08525
If property is located within the Pinelands NOTIFY: Pinelands Commission,
PO Box 7, New Lisbon, NJ 08554
NOTIFY: O. C. Flaming Board, 129 Hooper Ave., Town River NJ 03753
Existing utility information shown herein 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 construction, 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 adjustment as required to avoid conflicts.
NO31PY: O. C. Planning Board, 119 Hocester Ave., Town River, NJ 03753
The contractor shall notify the undersigned professional immediately if any field or soil conditions encountered differ materially from those represented hereon. Such conditions could render the designs shown hereon inappropriate or ineffective.
21801 1 UBE Inc, 1 Willow Fond Dr., Powell, NJ 07731
21801 1.41 Concord Village, 179 Primrose LN., Jackson, NJ 08527
As per FEMA Panel No. 340375 0030 A dated September 16, 1982. The site is located in Flood Hazard Zone C (area of minimal flooding).
21801 1.44 K Harington LLC 103A So. Marla 22m. Ston St. 08527
21B01 1.44 M Harrington LLC, 1030 No. Maple Ave., Toms River, NJ 08753 Georgia L 8
21801 77 Georgia L. & Deutsc M. Gahr, 2 Tangel Ct., Jackson, NJ 08727
The owner, or his representative, is to designate an individual responsible for construction site safety during the course of site improvements pursuant to N.J.A.C. 5:23-2.21 (e) of the N.J. Uniform Construction Code and CFR 1926.32 (f) (OSHA Competent Person).
21801 77 Deuris M Gahr, 2 Tensel Ct. Jackson NJ 08127
21801 78 29 Properties LLC, 90 W Sylvania Ave., Neputne, NJ 07753
21801 79 GLP-S-335
21801 79 Glenn Smith, 335 Whitesville Rd., Jackson, NJ 08527
Developer shall obtain a letter of final acceptance from the Ocean County Engineer for the road & drainage Improvements along Van-Hiseville - Whitesville Road prior to the release of any bond or other financial surety posted with the municipality for the completion of said improvement.
R.J.R.
2/4 Whitesville Road Ld., 79 R. 70, Englishtown, NJ 07726
Michael
22301 3 Cheung Estate, 4348 Bible Rd., Crewe, Va 23931
22301 4 Beth Costanzo, 346 Whitesville Rd., Jackson, NJ 08577
22301 24 Jeffrey Adams, 267 S. Hope Chapel Rd., Jackson, NJ 08527
22301 25 John W. Karp, 279 S Hope Chapel Rd., Jackson, NJ 08527
22301 26 John W. Karp, 275 S. Hope Chapel Rd., Jackson, NJ 08527
23011 274 Whitesville Road LLC, 73 Rt. 20, Englishtown, NJ 07326
All existing structures on site shall be removed.
All proposed utilities shall be constructed underground.
Proposed buildings shall meet all applicable building codes.
All fill areas within roadway and under structures to be compacted to a minimum of 95% compaction of Proctor.
21891 1.42 K Biough. 54 wichwadRd. Bridgewater, NJ 05807
Ground signs shall be constructed in accordance with the Township of Jackson Ordinance.
Data mailed Out. 9/19/08 By: al Amount: $13.00 paid Certifications: Ann Marie Eden, Township Clark, NMC
All proposed lighting shall be constructed in accordance with the Township of Jackson Ordinance.
1B. All on-site lighting to be reflected/deflected away from residential areas and public road right-of-ways.
All refuse and recyclable shall be stored within containers maintained within the refuse area. No containers shall be maintained anywhere on-site except in a refuse area.
20. All traffic signs shall conform to the Manual on Uniform Traffic Control Devices.
All pavement shall be constructed in accordance with Township of Jackson Ordinance.
The storm water management facility proposed on the site will be privately owned and maintained.
Reinforced concrete storm sewer with less than two feet (2) of cover shall be Class IV.
If required by the Township, the applicant will provide easements around the proposed drainage system for Inspection and maintenance purposes.
25. The developer is required to obtain a Road Opening permit from the Ocean County Engineering Department prior to start of construction of any improvements or soil erosion measures within the County right-of-way.
| SHEET No. | INDEX OF SHEETS | ISSUE REVISION |
|---|
| DATE | DATE |
| 1 OF 18 | COVER SHEET | 3/30/07 | 06/11/2025 |
| 2 OF 18 | EXISTING CONDITIONS PLAN | 3/30/07 | 08/11/2025 |
| 3 OF 18 | SITE PLAN | 3/30/07 | 08/11/2025 |
| 4 OF 18 | GRADING & UTILITY PLAN | 3/30/07 | 08/11/2025 |
| 5 OF 18 | LANDSCAPING PLAN | 3/30/07 | 04/28/2025 |
| 6 OF 18 | LIGHTING PLAN | 09/04/08 | 04/28/2025 |
| 7 OF 18 | SOIL EROSION & SEDIMENT CONTROL PLAN | 3/30/07 | 06/11/2025 |
| 8 OF 18 | PROFILE | 3/30/07 | 06/11/2025 |
| 9 OF 18 | PROFILE | 04/14/10 | 04/28/2025 |
| 10 OF 18 | ROAD CROSS SECTIONS | 02/05/09 | 04/28/2025 |
| 11 OF 18 | TREE REMOVAL PLAN | 3/30/07 | 04/28/2025 |
| 12 OF 18 | CIRCULATION PLAN | 08/20/09 | 04/28/2025 |
| 13 OF 18 | CONSTRUCTION DETAILS | 3/30/07 | 04/28/2025 |
| 14 OF 18 | CONSTRUCTION DETAILS | 3/30/07 | 06/11/2025 |
| 15 OF 18 | CONSTRUCTION DETAILS | 4/28/2025 | 06/11/2025 |
| 16 OF 18 | CONSTRUCTION DETAILS | 3/30/07 | 04/28/2025 |
| 17 OF 18 | CONSTRUCTION DETAILS | 3/30/07 | 04/28/2025 |
| 18 OF 18 | CONSTRUCTION DETAILS | 3/30/07 | 04/28/2025 |
-All entrance drives shall extend a minimum distance of one hundred (100) feet back from the street right of way, to a parking access aisle or major circulation drive. 40 feet is proposed to the circulation drive, and 70 feet to the parking aisle/circulation aisle.
County road improvements must have base pavement course prior to the issuance of Certificate of Occupancies.
Approved as an amended Preliminary and Final Site Plan for Block 22301, Lot 1 and Preliminary and Final Site Plan for Block 22301, Lot 2 by the Jackson Township Zoning Board of Adjustment via Resolution # ___ Dated ___,
Board Chairman
Alignment and grade for curb and road improvements along VanHiseville-Whitesville Road shall be established by the developer's engineer and approved by the Ocean County Engineer. Stakeout of all curb and road improvements shall be the responsibility of the developer and shall be executed by a licensed New Jersey Professional Land Surveyor. Curb as-built shall be submitted to the Ocean County Engineer prior to any paving operations. Final as-built information shall be supplied on a reproducible medium, will include top and bottom of curb, centerline and quarter crown grades, monuments where applicable, shall be signed and sealed by a licensed New Jersey Professional Land Surveyor and accompanied by a monument certification where applicable.
-A 10 foot wide unbroken landscape strip shall be provided along side and rear property lines. The applicant is proposing a 5 foot wide strip with a solid 6 foot high fence and an evergreen hedge along the southern property line.
-Not more than one (1) 2-way access drive is permitted on any street. Since the applicant is proposing a shared parking facility with the adjacent lot there are two access driveways onto Whitesville road.
-Parking areas to be located 20 feet from adjacent residential property, 10 feet is provided.
The retail center shall be constructed no larger than 21,000 s.f.
-Parking areas to be located 10 feet from adjacent commercial property, 0 feet is provided.
Lots 1 & 2 shall remain separate lots but must be held in common ownership.
The proposed Gas Station situated on Lot 1 may operate 24 hours a day, seven days a week. This condition amends Resolution 2004-55.
-No driveway shall be located less than ten feet to a side property line, five feet has been provided.
DATE REVISION STUART CHALLONER, P.E. COVER SHEET
PROFESSIONAL ENGINEER N.J. LIC. NO. 34337 MAJOR SITE PLAN JACKSON CENTER FOR LOTS 1 AND 2 BLOCK 22301 SITUATED IN TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
08/04/2021 REVISED PER COUNTY ENGINEER COMMENTS PROFESSIONAL PLANNER N.J. LIC. NO. 4489
05/11/2020 REVISED PER COUNTY ENGINEER COMMENTS
05/28/19 UPDATED SHEET INDEX CHALLONER & ASSOCIATES
5/15/19 UPDATED SHEET INDEX
4/14/10 UPDATED PER COUNTY REQUEST
02/17/10 REVISED PER SCO REVIEW CONSULTING ENGINEERS AND DESIGN PROFESSIONALS
08/20/09 REVISED PER TOWNSHIP ENGINEER COMMENTS 215 Main Street, 2nd Floor
02/05/09 REVISED ENTRANCES Torns River, New Jersey 08753
07/03/08 REVISED PER PINELANDS REQUEST Phone: 732-818-9980 Fax: 732-818-9981
3/04/08 REVISED PER PINELANDS COMMENTS Date: MARCH 30, 2007 Scale: AS SHOWN Drawn By: B.F.G. Checked By: S.C.C. File No.: 06015 Field Book: Sheet No.: 1 of 18
-A partial waiver is requested from providing all existing topography, physical features and utilities within 200 feet of the subject site. Limited topography is depicted on adjacent properties. The stormwater design has been revised to not have any direct outlet onto the adjacent Lot 24 (Block 22301), so in turn a partial waiver would be required.
-The applicant will require a partial wavier for not providing a 12 foot wide loading zone along the easterly building wall. A 12 foot wide loading zone has been provided along the southerly building wall along with an 8 foot wide loading area has been provided along the entire length of the easterly wall.
| DATE | REVISION |
|---|
| 08/11/2025 | PER SOIL CONSERVATION COMMENTS |
| 04/28/2025 | PER SOIL CONSERVATION COMMENTS |
| 01/20/2025 | PER SOIL CONSERVATION COMMENTS |
| 09/05/2023 | PER SOIL CONSERVATION COMMENTS |
| 04/10/2022 | REVISED PER DOLLAR GENERAL REQUIREMENTS |