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## GENERAL NOTES - CONTINUED

## 

O. SIDEWALKS AND CURBING SHALL BE REQUIRED ALONG ALL STREET FRONTAGES AS A CONDITION RELATING TO ANY DEVELOPMENT

FOR WHICH APPROVAL IS GRANTED BY THE PLANNING BOARD OR BOARD OF ADJUSTMENT. (§244–203.A) (COMPLIES)

P. WHERE THE DEVELOPMENT ABUTS AN EXISTING STREET, THE SIDEWALK SHALL BE CONSTRUCTED ONLY ON THAT SIDE, SIDEWALKS SHALL ALSO BE CONSTRUCTED AT ANY OTHER PLACES, SUCH AS PEDESTRIAN WALKWAYS OR ACCESS POINTS TO OPEN SPACE, AS SHOWN ON OR REQUIRED AT THE APPROVAL OF THE FINAL PIAT. (§244–205.A(1)) (COMPLIES)

Q. SIDEWALKS WITHIN STREET RIGHTS-OF-WAY SHALL GENERALLY BE LOCATED WITH THE SIDEWALK EDGE FARTHEST FROM THE

Q. SIDEWALKS WITHIN STREET RIGHTS—OF—WAY SHALL GENERALLY BE LOCATED WITH THE SIDEWALK EDGE FARTHEST FROM THE ROADWAY PLACED ONE (1) FOOT FROM THE PROPERTY LINE. SIDEWALKS NOT WITHIN STREET RIGHTS—OF—WAY SHALL BE LOCATED TO PROVIDE FOR THE MOST LIKELY ROUTES OF PEDESTRIAN TRAVEL IN CASES WHERE THE TOPOGRAPHY DICTATES OR A PROPOSED DEVELOPMENT PROVIDES FOR THE EXTENSION OF AN EXISTING STREET OR ABUTS AN EXISTING STREET. WHERE SIDEWALKS HAVE ALREADY BEEN INSTALLED IN A LOCATION OTHER THAN AS SPECIFIED ABOVE OR WHERE SUCH VARIATIONS IN SIDEWALK LOCATIONS ARE NEEDED TO PRESERVE TREES OR NATURAL FEATURES. THE MUNICIPAL AGENCY MAY APPROVE ALTERNATE SIDEWALK LOCATIONS IN ORDER TO PROVIDE FOR THE PRESERVATION OF PHYSICAL FEATURES OR THE CONTINUATION OF THE EXISTING SIDEWALKS. ($244—205.B) (NOT APPLICABLE)

R. SIDEWALKS SHALL BE FOUR (4) FEET WIDE AND FOUR (4) INCHES THICK, EXCEPT CROSSING DRIVEWAYS, WHERE THE THICKNESS SHALL BE INCREASED TO SIX (6) INCHES FOR RESIDENTIAL USES AND ALL DRIVES TO PARKING AREAS OF LESS THAN 100 SPACES, AND TO EIGHT (8) INCHES FOR ALL OTHER USES, WHERE THE MUNICIPAL AGENCY DETERMINES THAT A SIDEWALK MAY BE SUBJECT TO UNUSUALLY HEAVY PEDESTRIAN TRAFFIC, IT MAY REQUIRE THAT ITS WIDTH BE INCREASED TO MAXIMUM OF EIGHT (8) FEET. ($244-205.C(1)) (COMPLIES)

14. THE APPLICANT REQUESTS ANY AND ALL SUBMISSION WAIVERS THAT ARE NOT SPECIFICALLY IDENTIFIED HEREIN. TESTIMONY WILL BE SUPPLIED AT THE PUBLIC HEARING TO SUPPORT SAID SUBMISSION WAIVERS.

15. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND

THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES.

6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.

7. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY

THE ENGINEER CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & PLANS.

18. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC.

18. SITE CLEARING SHALL INCLUDE THE LOCATION AND REMOVAL OF ALL UNDERGROUND TANKS, PIPES, VALVES, ETC.

19. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS

19. THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS.

20. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.

21. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

22. CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION AND SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.



24. ALL CONTRACTORS MUST CARRY STATUTORY WORKERS COMPENSATION, EMPLOYERS LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME DYNAMIC ENGINEERING CONSULTANTS P.C. ITS SUBCONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS. ALL CONTRACTORS MUST FURNISH DYNAMIC ENGINEERING CONSULTANTS. P.C. WITH CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS DYNAMIC ENGINEERING CONSULTANTS, P.C. AND ITS SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS.

25. NEITHER THE PROFESSIONAL ACTIVITIES OF DYNAMIC ENGINEERING CONSULTANTS, P.C., NOR THE PRESENCE OF DYNAMIC ENGINEERING

CONSULTANTS, P.C. OR ITS EMPLOYEES AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO CONSTRUCTION MEANS, METHODS SEQUENCE TECHNIQUES OR PROCEDURES, NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES, DYNAMIC ENGINEERING CONSULTANTS, P.C. AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE.

26. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, DYNAMIC ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT DYNAMIC ENGINEERING CONSULTANTS, P.C. HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF DYNAMIC ENGINEERING CONSULTANTS, P.C. IN WRITING BY THE CONTRACTOR, DYNAMIC ENGINEERING CONSULTANTS, P.C. SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.

27. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT DYNAMIC ENGINEERING CONSULTANTS, P.C. AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NONBINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE.

28. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUBCONSULTANTS, SUPPLIERS AND FABRICATORS. THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS.

29. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CONNECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM.



# GENERAL NOTES

THIS PLAN HAS BEEN PREPARED BASED ON REFERENCES INCLUDING:

30. ALL TRAFFIC SIGNS AND STRIPING SHALL FOLLOW THE REQUIREMENTS SPECIFIED IN THE MANUAL ON "UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION.

32. CONTRACTOR ACKNOWLEDGES HE HAS READ AND UNDERSTOOD THE DESIGN PHASE SOIL PERMEABILITY AND GROUNDWATER TEST RESULTS IN THE STORMWATER MANAGEMENT REPORT AND THAT THE CONTRACTORS RESPONSIBILITIES INCLUDE NECESSARY PROVISIONS TO ACHIEVE THE DESIGN PERMEABILITY IN THE FIELD.

31. THE Building SETBACK DIMENSIONS ILLUSTRATED AND LISTED ON THE SITE PLAN DRAWINGS ARE MEASURED FROM THE OUTSIDE SURFACE OF Building WALLS. THESE SETBACK DIMENSIONS DO NOT ACCOUNT FOR ROOF OVERHANGS, ORNAMENTAL ELEMENTS, SIGNAGE OR OTHER EXTERIOR EXTENSIONS UNLESS SPECIFICALLY NOTED.

33. CONTRACTOR TO BE ADVISED THAT THE ENGINEER WAS NOT PROVIDED WITH FINAL FLOOR PLAN DRAWINGS FOR THE BUILDING AT THE TIME OF SITE PLAN DESIGN. AS A RESULT, ENTRANCE DOOR LOCATIONS AS DEPICTED HEREON MAY NOT BE FINAL AND MUST BE CONFIRMED WITH THE ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. THE HANDICAP ACCESSIBLE PARKING SPACES AND THE ASSOCIATED RAMPS AND ACCESSIBLE ROUTE MUST COMPLY WITH NJAC 5:23-7 AND THE HANDICAP PARKING SPACES MUST BE LOCATED AS THE NEAREST SPACES TO THE ENTRANCE. CONTRACTOR TO NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCY PRIOR TO CONSTRUCTION.

## BOUNDARY, LOCATION & TOPOGRAPHIC SURVEY PREPARED BY: DYNAMIC SURVEY, LLC DATED: 10/22/2021

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### 2. APPLICANT/OWNER: 1980 SWARTHMORE LLC 1970 SWARTHMORE AVENUE LAKEWOOD, NJ 08701

## （IN FEET）

## INCH = 20 FT

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3. PARCEL DATA: BLOCK 20901, LOT 15

30 SOUTH HOPE CHAPEL ROAD (CR 547)

TOWNSHIP OF JACKSON

OCEAN COUNTY, NJ

THIS DRAWING HAS BEEN PREPARED BASED ON A SITE PLAN SET DATED 08/25/2023, LAST REVISED 02/13/2026.

PROPOSED AREA TO BE REVERTED BACK TO NATURAL COVER IN ACCORDANCE WITH NJ PINELANDS COMMISSION REQUIREMENTS AND SPECIES COMPOSITION NOTES (3,700 SF, 0.08 AC)(TYP.) (SEE LANDSCAPE PLAN FOR DETAILS/SEED MIX)

4. ZONE: RGC-2 (REGIONAL GROWTH COMMERCIAL) ZONE

5. EXISTING USF: SINGLE FAMILY HOME (PERMITTED USF) (8 244–92)

5. EXISTING USE: SINGLE FAMILY HOME (PERMITTED USE) (§ 244-92

5. EXISTING USE: SINGLE FAMILY HOME (PERMITTED USE) (§ 244-92)

6. PROPOSED USE: BUSINESS OFFICE (PERMITTED USE) (§ 244-96)

7. SCHEDULE OF ZONING REQUIREMENTS (§ 244-96)


<table border=1 style='margin: auto; word-wrap: break-word;'><tr><td style='text-align: center; word-wrap: break-word;'>ZONE REQUIREMENT</td><td style='text-align: center; word-wrap: break-word;'>RGC-2</td><td style='text-align: center; word-wrap: break-word;'>EXISTING</td><td style='text-align: center; word-wrap: break-word;'>PROPOSED</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>MINIMUM LOT AREA</td><td style='text-align: center; word-wrap: break-word;'>20,000 SF (0.46 Ac)</td><td style='text-align: center; word-wrap: break-word;'>49,270 SF (1.13 AC)</td><td style='text-align: center; word-wrap: break-word;'>49,270 SF (1.13 AC)</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>MINIMUM LOT WIDTH</td><td style='text-align: center; word-wrap: break-word;'>100 FT</td><td style='text-align: center; word-wrap: break-word;'>188.8 FT</td><td style='text-align: center; word-wrap: break-word;'>188.8 FT</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>MINIMUM FRONT YARD SETBACK (SOUTH HOPE CHAPEL ROAD)</td><td colspan="3"></td></tr><tr><td style='text-align: center; word-wrap: break-word;'>-BUILDING</td><td style='text-align: center; word-wrap: break-word;'>60 FT</td><td style='text-align: center; word-wrap: break-word;'>40.2 FT</td><td style='text-align: center; word-wrap: break-word;'>86.2 FT</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>-PARKING</td><td style='text-align: center; word-wrap: break-word;'>20 FT</td><td style='text-align: center; word-wrap: break-word;'>110.9 FT</td><td style='text-align: center; word-wrap: break-word;'>20.0 FT</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>MINIMUM REAR YARD SETBACK</td><td colspan="3"></td></tr><tr><td style='text-align: center; word-wrap: break-word;'>-BUILDING</td><td style='text-align: center; word-wrap: break-word;'>30 FT</td><td style='text-align: center; word-wrap: break-word;'>57.5 FT</td><td style='text-align: center; word-wrap: break-word;'>86.0 FT</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>-PARKING</td><td style='text-align: center; word-wrap: break-word;'>20 FT</td><td style='text-align: center; word-wrap: break-word;'>153.9 FT</td><td style='text-align: center; word-wrap: break-word;'>20.3 FT</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>MINIMUM SIDE YARD SETBACK</td><td colspan="3"></td></tr><tr><td style='text-align: center; word-wrap: break-word;'>-BUILDING</td><td style='text-align: center; word-wrap: break-word;'>10 FT</td><td style='text-align: center; word-wrap: break-word;'>49.5 FT</td><td style='text-align: center; word-wrap: break-word;'>59.5 FT</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>-PARKING (GARDEN STREET)</td><td style='text-align: center; word-wrap: break-word;'>20 FT</td><td style='text-align: center; word-wrap: break-word;'>126.8 FT</td><td style='text-align: center; word-wrap: break-word;'>10.2 FT (V)</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>-PARKING (NORTH)</td><td style='text-align: center; word-wrap: break-word;'>10 FT</td><td style='text-align: center; word-wrap: break-word;'>22.2 FT</td><td style='text-align: center; word-wrap: break-word;'>10.0 FT</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>MINIMUM SIDE YARD SETBACK (COMBINED)</td><td style='text-align: center; word-wrap: break-word;'>30 FT</td><td style='text-align: center; word-wrap: break-word;'>131.1 FT</td><td style='text-align: center; word-wrap: break-word;'>123.2 FT</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>MAXIMUM BUILDING HEIGHT</td><td style='text-align: center; word-wrap: break-word;'>35 FT</td><td style='text-align: center; word-wrap: break-word;'>21.6 FT</td><td style='text-align: center; word-wrap: break-word;'>36 FT (V) (39 FT TO PARAPET)</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>MAXIMUM IMPERVIOUS COVERAGE</td><td style='text-align: center; word-wrap: break-word;'>N/S</td><td style='text-align: center; word-wrap: break-word;'>19,233 SF (0.44 AC)</td><td style='text-align: center; word-wrap: break-word;'>32,421 SF (0.74 AC)</td></tr></table>

/S: NO STANDARD N/A: NOT APPLICABLE (E): EXISTING NON-CONFORMANCE (V): VARIANCE

[1] THE HEIGHT LIMITATIONS SHALL APPLY TO CHIMNEYS, VENTILATORS, SKYLIGHTS, STAIR TOWERS, ELEVATOR TOWERS, APPURTENANCES USUALLY CARRIED ABOVE THE ROOF LEVEL AND NONCOMMERCIAL RADIO AND TELEVISION ANTENNAS ATTACHED TO A Building, EXCEPT THAT SAME MAY EXCEED SAID HEIGHT LIMITATION BY NOT MORE THAN 15 FEET, EXCEPT THAT SKYLIGHTS, HEATING AND AIR-CONDITIONING EQUIPMENT AND VENTILATORS MAY EXCEED THE HEIGHT LIMITATION BY NO MORE THAN SIX FEET. SUCH FEATURES SHALL NOT EXCEED, IN TOTAL COVERAGE, 20% OF THE TOTAL ROOF AREA.

## 

A. EACH DEAD STORAGE BAY FOR AN OFF-STREET PARKING SPACE MAY BE PERPENDICULAR TO THE AISLE, PARALLEL TO THE AISLE OR AT ANY ANGLE BETWEEN SIXTY (60) AND NINETY (90) DEGREES. NO ANGLE PARKING LAYOUT SHALL BE PERMITTED WITH AN ANGLE OF LESS THAN SIXTY (60) DEGREES. (§244-197.A) (NOT APPLICABLE)

B. EACH PERPENDICULAR OR ANGLED OFF-STREET PARKING SPACE SHALL OCCUPY A RECTANGULAR AREA OF NOT LESS THAN NINE FEET IN WIDTH AND 18 FEET IN DEPTH EXCLUSIVE OF ACCESS DRIVES AND AISLES, EXCEPT THAT PARKING SPACES FOR THE PHYSICALLY HANDICAPPED SHALL BE 12 FEET WIDE. THE PLANNING BOARD MAY, AT ITS SOLE DISCRETION, REQUIRE THAT ALL OR A PORTION OF REQUIRED OFF-STREET PARKING SPACES BE A MINIMUM OF TEN (10) FEET IN WIDTH. WHERE SIDEWALKS OCCUR IN PARKING AREAS, PARKED VEHICLES SHALL NOT OVERHANG OR EXTEND OVER THE SIDEWALK UNLESS AN ADDITIONAL SIDEWALK WIDTH OF TWO (2) FEET IS PROVIDED IN ORDER TO ACCOMMODATE SUCH OVERHANG. (§ 244-197.B.(1)) (WAVER - ADA SPACES ARE LESS THAN 12 FT WIDE AND COMPLIANT WITH ADAAG REQUIREMENTS). PARKING STALLS ARE 9 FT WIDE.

C. THE PERIMETER OF ALL PARKING AREAS AND INTERNAL ISLANDS WITHIN ALL PARKING AREAS OPEN TO THE GENERAL PUBLIC SHALL HAVE CONTINUOUS CAST-IN-PLACE CONCRETE CURBING WITH A SIX (6) INCH FACE OR SUCH ALTERNATE CURB TYPES AS MAY BE APPROVED BY THE MUNICIPAL AGENCY AT THE TIME OF SITE PLAN APPROVAL. THE MUNICIPAL AGENCY MAY WAIVE THE REQUIREMENT FOR CURB AREAS OPEN ONLY TO SERVICE VEHICLES OR FOR LOADING AND UNLOADING, PROVIDED THAT DRAINAGE, VEHICLE CONTROL AND SAFETY ARE PROPERLY ACCOMMODATED BY ALTERNATE MEANS (8244-197 G) (COMPLIES)

D. NO AREA SHALL BE USED FOR PARKING UNLESS IT IS LA

E. WHERE PARKING IS PERMITTED BETWEEN THE FRONT Building LINE AND THE RIGHT-OF-WAY LINE, WHETHER BY THIS CHAPTER OR VARIANCE, A SAFETY ISLAND OR RAISED MEDIAN SEPARATING THE PUBLIC STREET FROM THE PARKING AREA SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING MINIMUM REQUIREMENTS: ($244-197.1.3) (COMPLIES)

THE WIDTH OF THE SAFETY ISLAND SHALL BE THAT WIDTH BETWEEN THE PROPOSED CURBLINE AND A POINT EIGHT (8) FEET INSIDE THE PROPERTY LINE. WHEN THIS WIDTH IS LESS THAN EIGHTEEN (18) FEET, THE PARKING AREA SHALL BE REDUCED TO PROVIDE A MINIMUM WIDTH FOR THE SAFETY ISLAND OF EIGHTEEN (18) FEET. ALL REQUIRED TREE AND SHRUB PLANTINGS SHALL BE PLACED ON THE ON-SITE PORTION OF THE SAFETY ISLAND. ($244-197.1.3.A)

SUCH PARKING SPACES SHALL BE SEPARATED FROM ACCESS DRIVES BY CURBED ISLANDS WITH A MINIMUM WIDTH OF TEN (10) FEET. (\$244-197.1.3.B)

iii. NO COMMERCIAL SIGNS, LIGHT STANDARDS OR OTHER ABOVEGROUND OBSTRUCTIONS OTHER THAN PLANTINGS AND TRAFFIC CONTROL DEVICES AND SIGNS SHALL BE PERMITTED WITHIN TEN (10) FEET OF THE STREET RIGHT-OF-WAY. ($244-197.1.3.E) ALL REQUIRED PARKING SPACES AND FACILITIES SHALL BE LOCATED ON THE SAME LOT OR PARCEL AS THE STRUCTURE OR USE IT SHALL SERVE. IN THE CASE OF NONRESIDENTIAL USES, PARKING FACILITIES MAY BE PROVIDED ON OTHER LOTS OR PARCELS W

F. ALL REQUIRED PARKING SPACES AND FACILITIES SHALL BE LOCATED ON THE SAME LOT OR PARCEL AS THE STRUCTURE OR USE IT SHALL SERVE IN THE CASE OF NONRESIDENTIAL USES, PARKING FACILITIES MAY BE PROVIDED ON OTHER LOTS OR PARCELS WITHIN A RADIUS OF 300 FEET FROM THE BOUNDARY OF THE LOT CONTAINING THE USE TO WHICH SAID PARKING SPACES AND FACILITIES ARE ACCESSORY, PROVIDED THAT SAID LOTS ARE IN THE SAME OWNERSHIP AS THE LOT CONTAINING THE PRINCIPAL USE AND SUBJECT TO DEED RESTRICTIONS BINDING THE OWNER AND HIS HEIRS, SUCCESSORS AND ASSIGNS TO MAINTAIN THE REQUIRED NUMBER OF SPACES AVAILABLE AND REQUIRED FACILITIES THROUGHOUT THE LIFE OF SUCH USE. (§244-197.1.4) (COMPLIES) G. PARKING LOTS SHALL HAVE A SAFETY ISLAND WHERE PARKING IS PROVIDED IN THE FRONT YARD AREA. (§244-197.1.1A) (COMPLIES)

ING LOTS SHALL HAVE A SAFETY ISLAND, WHERE PARKING IS PROVIDED IN THE FRONT YARD AREA. (§244-197.J.1.A) (COMPLIES)

## (COMPLIES)

S SHALL HAVE AN UNBROKEN LANDSCAPING STRIP ALONG SIDE AND REAR PROPERTY LINES A MINIMUM OF TEN (10) FEET IN WIDTH. THESE LANDSCAPING STRIPS SHALL HAVE THE SAME MINIMUM PLANTING REQUIREMENTS AS SAFETY ISLANDS, EXCEPT THAT: ($244-197.J.1.B)

WHERE SCREENING IS REQUIRED UNDER THIS CHAPTER, THE SCREENING REQUIREMENTS SHALL TAKE PRECEDENCE. ($244-197.J.1.B.1)

ii. WHERE THE PROPERTY ABUTS A LOT ZONED FOR NONRESIDENTIAL PURPOSES, BUT UTILIZED FOR RESIDENTIAL PURPOSES, THE MUNICIPAL AGENCY MAY ALSO REQUIRE SCREENING. (§244-197.J.1.B.2)

J. PARKING LOTS WHICH HAVE A CAPACITY FOR PARKING MORE THAN 50 VEHICLES: ALL ENTRANCE DRIVES SHALL EXTEND A MINIMUM DISTANCE OF 100 FEET BACK FROM THE STREET RIGHT-OF-WAY OR TO A PARKING ACCESS AISLE OR MAJOR CIRCULATION DRIVE. ALL EXIT DRIVES SHALL EXTEND A MINIMUM DISTANCE OF 60 FEET BACK FROM THE STREET CURB OR TO A PARKING ACCESS AISLE OR MAJOR CIRCULATION DRIVE. NO PARKING STALLS SHALL UTILIZE THE REQUIRED ENTRANCE AND EXIT DRIVES OR MAJOR CIRCULATION DRIVES AS PARKING ACCESS AISLES. (§ 244-197.J.(2)) (WAVER)

K. LANDSCAPE ISLAND AREAS SHOULD BE PROVIDED AT THE END OF PARKING ROWS WHERE PARKING ACCESS AISLES INTERSECT CIRCULATION DRIVES. IN ADDITION, LARGE PARKING AREAS SHOULD PROVIDE LANDSCAPED DIVIDING STRIPS WHICH SEPARATE THE PARKING AREA INTO SMALLER AREAS CONTAINING FIFTY (50) SPACES OR LESS. THE PLANTINGS REQUIRED WITHIN THE PARKING AREA SHALL BE CONSIDERED EXCLUSIVE FROM ANY OTHER PLANTINGS THAT MAY BE REQUIRED FOR SCREENING OR SAFETY ISLAND PLANTING. LANDSCAPED END ISLANDS AND DIVIDING STRIPS SHALL BE A MINIMUM OF TEN (10) FEET WIDE. ($244-197.K) (COMPLIES)

M. PARKING CALCULATION:

L. FOR PROFESSIONAL OFFICE USES, THERE SHALL BE 1 SPACE FOR EACH 200 SQUARE FEET OF GROSS FLOOR AREA. (§ 244-197.N.(1)) (SEE PARKING CALCULATION BELOW)

(14,979 SF)*(1 PARKING SPACES/200 SF) = 75 SPACES REQUIRED

7 MAKE READY SPACES PROVIDED

TOTAL REQUIRED SPACES (WITH MAKE READY CREDITT) = 68 SPACES REQUIRED

TOTAL SPACES PROVIDED = 63 PHYSICAL SPACES (VARIANCE)

### 9. DRIVEWAY REQUIREMENTS

A. AISLES FROM WHICH CARS DIRECTLY ENTER OR LEAVE PARKING SPACES SHALL NOT BE LESS THAN 24 FEET WIDE FOR PERPENDICULAR PARKING OR FOR PARKING AT ANY ANGLE GREATER THAN 60° AND 20 FEET WIDE FOR SIXTY-DEGREE-ANGLE PARKING, EXCEPT THAT ALL TWO-WAY AISLES SHALL BE A MINIMUM OF 24 FEET WIDE. (§ 244-197.C.(1)) (COMPLIES)

C. PARKING AREAS FOR 25 OR MORE CARS AND ACCESS DRIVES FOR ALL PARKING AREAS ON MAJOR OR MINOR ARTERIALS SHALL PROVIDE CURBED RETURN RADII OF NOT LESS THAN 15 FEET FOR ALL RIGHT-TURN MOVEMENTS AND LEFT-TURN ACCE

C. PARKING AREAS FOR 25 OR MORE CARS AND ACCESS DRIVES FOR ALL PARKING AREAS ON MAJOR OR MINOR ARTERIALS SHALL PROVIDE CURBED RETURN RADII OF NOT LESS THAN 15 FEET FOR ALL RIGHT-TURN MOVEMENTS AND LEFT-TURN ACCESS FROM ONE-WAY STREETS AND CONCRETE APRONS ON ENTRANCE AND EXIT DRIVES. ($ 244-197.D.(2)) (COMPLIES)

D. ALL STRUCTURES MUST BE ACCESSIBLE BY MEANS OF A DRIVEWAY WHICH SHALL BE NOT LESS THAN TEN (10) FEET WIDE AND WHICH SHALL HAVE A CENTER-LINE GRADE OF NOT LESS THAN 0.5% AND NOT GREATER THAN 10%. (§244-194.G.1) (COMPLIES)

F. PARKING LOTS SHALL HAVE NOT MORE THAN ONE (1) TWO-WAY ACCESS DRIVE OR TWO (2) ONE-WAY ACCESS DRIVES ON ANY STREET. (§244-197.J.1.C) (COMPLIES)

G. ALL ENTRANCE DRIVES SHALL EXTEND A MINIMUM DISTANCE OF 100 FEET BACK FROM THE STREET RIGHT-OF-WAY OR TO A PARKING ACCESS AISLE OR MAJOR CIRCULATION DRIVE. ( $244-197.J.2.A.2.A ) ( WAVER

H. ALL EXIT DRIVES SHALL EXTEND A MINIMUM DISTANCE OF SIXTY (60) FEET BACK FROM THE STREET CURB OR TO A PARKING ACCESS AISLE OR MAJOR CIRCULATION DRIVE. ( $244-197.J.2.A.2.B ) WAVE

M. ALL EXIT DRIVES SHALL EXTEND A MINIMUM DISTANCE OF SIXTY (60) FEET BACK FROM THE STREET CURB OR TO A PARKING ACCESS AISLE OR MAJOR CIRCULATION DRIVE. (§244-197.J.2.A.2.B) (WAVER)

I. NO PARKING STALLS SHALL UTILIZE THE REQUIRED ENTRANCE AND EXIT DRIVES OR MAJOR CIRCULATION DRIVES AS PARKING ACCESS AISLES. (§244-197.J.2.A.2.C) (WAVER)

J. NO DRIVEWAY SHALL BE LOCATED LESS THAN TEN (10) FEET FROM THE SIDE PROPERTY LINE OR WITHIN THIRTY (30) FEET OF AN EXISTING DRIVE, WHICHEVER IS GREATER. (§244-197.J.2.A.3.C) (WAVER)

A CONTINUOUS FRONTAGE IN EXCESS OF 500 FEET ON ANY ONE (1) STREET SHALL BE PERMITTED TWO-WAY AND ONE-WAY ACCESS DRIVES PROVIDING FOR NOT MORE THAN TWO (2) ENTRANCE AND TWO (2) EXIT MOVEMENTS ON THE STREET. PROPERTIES HAVING A STREET MAY BE PERMITTED TO HAVE ADDITIONAL ACCESS DRIVES SUBJECT TO THE APPROVAL OF THE MUNICIPAL AGENCY. (§244-197.J.2.A.3.D) (NOT APPLICABLE)

JULI BE NOT LESS THAN THE WORLD OF THE DRIVEWAY PLUS TEN (10) FEET OR A MINIMUM OF TWENTY (20) FEET, WHICHEVER IS GREATER. (§244-205.D) (COMPLIES)

INCOME CHILD OR COMBINATION CURB AND GUTTER SHALL BE DEPRESSED TO FORM A DRIVEWAY OPENING. THE DEPRESSION SHALL BE EQUAL IN LENGTH TO THE WORLD OF THE DRIVEWAY PLUS TWO FEET. AT DRIVEWAYS WITH

L. ACCESS DRIVES SHALL NOT BE LOCATED CLOSER THAN 100 FEET TO THE NEAREST RIGHT-OF-WAY LINE OF AN INTERSECTING STREET, EXCEPT THAT FOR USES SUCH AS SHOPPING CENTERS WHICH, IN THE OPINION OF THE MUNICIPAL AGENCY, WILL GENERATE LARGE TRAFFIC VOLUMES,

ACCESS DRIVES SHALL NOT BE LOCATED CLOSER THAN 200 FEET TO THE NEAREST RIGHT OF WAY LINE OF AN INTERSECTING STREET, EXCEPT THAT FOR USES SOCIETAS SHOOT FING CENIERS WHICH, IN THE OFINION OF THE MONICHAL AGENCY, WILL GENERATE EAGE

CURB RETURN RADII, THE CURB DEPRESSION SHALL ACCOMMODATE THE EXTERIOR LIMITS OF THE RADII. THE DEPRESSION SHALL BE SMOOTHLY FORMED TO MAINTAIN A LOWERED CURB FACE ACROSS THE DEPRESSION OF AT LEAST ONE INCH, BUT NOT MORE THAN TWO INCHES. THE BOTTOM OF THE CURB SHALL BE LOWERED TO MAINTAIN FULL CURB DEPTH ACROSS THE DEPRESSION. ($244-205.E) (COMPLIES)

### 10. LOADING REQUIREMENTS

A. NO REQUIRED OFF-STREET LOADING AREAS SHALL BE LOCATED IN ANY REQUIRED FRONT SETBACK. (§244-62.E.2) (COMPLIES)

B. FOR EVERY BUILDING, STRUCTURE OR PART THEREOF HAVING OVER 10,000 SQUARE FEET OF GROSS FLOOR AREA ERECTED AND OCCUPIED FOR ANY USE OTHER THAN RESIDENTIAL, THERE SHALL BE PROVIDED AT LEAST ONE TRUCK STANDING, LOADING AND UNLOADING SPACE ON THE PREMISES, NOT LESS THAN 12 FEET IN WIDTH, 35 FEET IN LENGTH AND WITH A MINIMUM VERTICAL CLEARANCE OF 14 FEET. BUILDINGS THAT CONTAIN AN EXCESS OF 15,000 SQUARE FEET OF GROSS FLOOR AREA SHALL BE REQUIRED TO PROVIDE ADDITIONAL OFF-STREET LOADING SPACES AS DETERMINED BY THE MUNICIPAL AGENCY DURING SITE PLAN REVIEW. (§ 244-196.A) (SEE LOADING CALCULATION BELOW)

C. ACCESS TO TRUCK STANDING, LOADING AND UNLOADING AREAS SHALL NOT BE PROVIDED DIRECTLY FROM A PUBLIC STREET OR ALLEY OR FROM ANY RIGHT-OF-WAY. (COMPLIES)

D. UNLESS OTHERWISE PERMITTED, FIRE ZONES DESIGNATED BY THE JACKSON TOWNSHIP BUREAU OF FIRE PREVENTION SHALL NOT BE USED AS STANDING, LOADING OR UNLOADING AREAS. (§ 244-196.C) (TO BE DETERMINED)

E. LOADING AREAS, AS REQUIRED, SHALL BE PROVIDED IN ADDITION TO OFF-STREET PARKING SPACES AND SHALL NOT BE CONSIDERED AS SUPPLYING OFF-STREET PARKING SPACES AND SHALL NOT BE LOCATED WITHIN ANY DRIVEWAY AISLE OR CONFLICT WITH PARKING SPACE ACCESS. (§ 244-196.D) (COMPLIES)

F. NO OFF-STREET LOADING AND UNLOADING AREA SHALL BE PERMITTED IN ANY REQUIRED FRONT YARD AREA. (§ 244-196.E) (COMPLIES) G. LOADING CALCULATION:

## (14,979 SF) = 1 LOADING SPACE REQUIRED (VARIANCE – NO DESIGNATED LOADING SPACE PROVIDED)

## BUFFER REQUIREMENTS

A. ALL PROPOSED USES SHALL PROVIDE BUFFER AREAS ALONG ALL SIDE AND REAR PROPERTY LINES WHICH ABUT AREAS ZONED FOR RESIDENTIAL USE AND ALONG FRONT PROPERTY LINES ON LOCAL, MINOR COLLECTOR AND MAJOR COLLECTOR STREETS WHICH ABUT AREAS ZONED FOR RESIDENTIAL USE. EXCEPT AS MAY OTHERWISE BE PROVIDED IN THIS CHAPTER, THE WIDTH OF THE BUFFER AREA SHALL BE NOT LESS THAN TEN (10) FEET OR MORE THAN FIFTY (50) FEET, IN ACCORDANCE WITH THE MINIMUM PROVIDED FOR IN THE FOLLOWING SCHEDULE OR AS DETERMINED TO BE APPROPRIATE BY THE MUNICIPAL AGENCY. (8244-193 B 1) (COMPLIES)

Building SIZE LESS THAN 15,000 SQUARE FEET: TEN (10) FEET. ($244-193.B.1.A) (NOT APPLICABLE)

ii. Building SIZE 15,000 TO 50,000 SQUARE FEET: TWENTY-FIVE (25) FEET. ($244-193.B.1.B) (NOT APPLICABLE)

C. NO STRUCTURE, STORAGE OF MATERIALS OR PARKING OF VEHICLES SHALL BE PERMITTED WITHIN THE BUFFER AREA, EXCEPT THAT, WHERE PERMITTED BY THE MUNICIPAL AGENCY, THE BUFFER AREA MAY BE BROKEN FOR VEHICULAR OR PEDESTRIAN ACCESS AND APPROPRIATE DIRECTIONAL AND SAFETY SIGNS PROVIDED. ($244–193.B.4) (COMPLIES)

PROHIBITED ACTIVITIES WITHIN BUFFER AREAS: (§244-193.B.5) (WAVER)

i. REMOVAL, EXCAVATION, GRADING OR DISTURBANCE OF THE SOIL. (§244-193.B.5.A)

ERECTION OF STRUCTURES. (§244-193.B.5.C)

PLACEMENT OF RAVEMENTS OR ANY IMPERVIOUS COVER (§244-103.B.5.D)

PLACEMENT OF PAVEMENTS OR ANT IMPERVIOUS COVER. (§244=193.B.S.D)

v. DESTRUCTION OF PLANT LIFE WHICH WOULD ALTER THE EXISTING PATTERN OF VEGETATION OR CAUSE SUBSTANTIAL CHANGE OF THE BUFFER, INCLUDING BUT NOT LIMITED TO CLEAR CUTTING, BURNING OR APPLICATION OF HERBICIDES. ($244–193.B.5.E)

FOLLOWING ACTIVITIES MAY BE CONDUCTED IN BUFFER AREAS, PROVIDED THAT THE ACTIVITIES ARE PERFORMED IN A MANNER THAT MINIMIZES ADVERSE EFFECTS TO THE BUFFER AREA: (§244-195.B.01)

NORMAL PROPERTY MAINTENANCE, WHICH MEANS ACTIVITIES REQUIRED TO MAINTAIN LAWFULLY EXISTING ARTIFICIAL AND NATURAL FEATURES, AND LANDSCAPING. ( $ §244-193.B.6.A $)

PRUNING OF TREES AND SHRUBS. (§244–193.B.6.C)

iv. SELECTIVE CUTTING OF TREES WITH THE APPROVAL OF THE TOWNSHIP FORESTER. (§244-193.B.6.D)

vi. LIMITED SUPPLEMENTAL PLANTING OF NONNATIVE SPECIES THAT WILL NOT SIGNIFICANTLY CHANGE THE CHARACTER OF THE EXISTING VEGETATIONAL COMMUNITY OF THE BUFFER AREA. THE CREATION OF LAWN IS NOT CONSIDERED SUPPLEMENTAL PLANTING. ($244-193.B.6.F) vii. PLANTING OF NATIVE SPECIES. ($244-193.B.6.G)

viii.MAINTENANCE OF ARTIFICIAL FEATURES, INCLUDING THE REPAIR, REHABILITATION, REPLACEMENT, MAINTENANCE OR RECONSTRUCTION OF ANY PREVIOUSLY AUTHORIZED SERVICEABLE STRUCTURE. (§244-193.B.6.H)

. TEMPORARY PLACEMENT OF SCAFFOLDS, LADDERS OR CONSTRUCTION SUPPORTS FOR A PERIOD NOT TO EXCEED SIX MONTHS. ($244=193.B.6.1) REMOVAL OF HILMAN-MADE DEBRIS BY NONMECHANICAL MEANS WHICH DOES NOT DESTROY WOODY VEGETATION. ($244-193.B.6.1)

F. THE LOCATION OF SCREENING WITHIN BUFFER AREAS WIDER THAN TWENTY (20) FEET SHALL BE ARRANGED IN ORDER TO PROVIDE MAXIMUM PROTECTION TO ADJACENT PROPERTIES AND TO AVOID DAMAGE TO OR INTERFERENCE WITHIN DESIRABLE EXISTING PLANT MATERIAL AND SHALL BE SUBJECT TO APPROVAL BY THE MUNICIPAL AGENCY. POSSIBLE ARRANGEMENTS INCLUDE BUT ARE NOT LIMITED TO THOSE SHOWN IN EXHIBITS 109-3, 109-4 AND 109-5.[1]. (§244-193.C.1.A) (COMPLIES)

G. WHERE ALL PROPOSED BUILDING S. PARKING AREAS AND OTHER IMPROVEMENTS ARE LOCATED 100 FFT OR MORE FROM A PROPERTY LINE ADDITION TO THE RESIDENTIAL ZONE OR HOSE THE MANAGEMENT COMPLIES

G. WHERE ALL PROPOSED BUILDING S, PARKING AREAS AND OTHER IMPROVEMENTS ARE LOCATED 100 FEET OR MORE FROM A PROPERTY LINE ABUTTING A RESIDENTIAL ZONE OR USE, THE MUNICIPAL AGENCY MAY PERMIT A SCREENING AREA TEN (10) FEET IN WIDTH PLANTED WITH A SINGLE ROW OF EVERGREEN TREES IN A LOCATION APPROVED BY THE MUNICIPAL AGENCY, PLANTED AT FIVE (5) FOOT INTERVALS WITH A MINIMUM HEIGHT OF FIVE (5) FEET TO SIX (6) FEET TO BE SUBSTITUTED FOR THE SCREENING AREA REQUIRED IN EXHIBIT 109-6. ($244-193.C.4) (NOT APPLICABLE)

. NO FENCE OR WALL SHALL BE CONSTRUCTED, INSTALLED OR ERECTED WITHIN A SIGHT TRIANGLE OR SIGHT DISTANCE AREA SO AS TO CONSTITUTE A HAZARD TO TRAFFIC OR SAFETY. (§ 244-190.A.5) (COMPLIES)

THE FOLLOWING FENCES AND FENCING CONSTRUCTION MATERIALS ARE SPECIFICALLY PROHIBITED IN ALL DISTRICTS IN THE TOWNSHIP OF JACKSON, EXCEPT FOR AGRICULTURAL PURPOSES: (§244–190.A.7) (COMPLIES)

BARBED WIRE FENCES. (§244-190.A.7.A)

. CANVAS FENCES. ($244-190.A.7.B)

: CLOTH FENCES (8244-190 A 7 C)

LECTRICALLY CHARGED FENCES. ( $ §244-190.A.7.D ) v. EXPANDABLE FENCES ( §244-190 $.A.7.E)

vi COLLAPSIRIF FENCFS (§244-190 A7 F)

vi. COLLAPSIBLE FENCES (§244-190.A.7.F)

1. ALL FENCES AND WALLS MUST BE ERECTED WITHIN THE PROPERTY LINES, AND NO FENCE OR WALL SHALL BE ERECTED SO AS TO ENCROACH UPON A PUBLIC RIGHT-OF-WAY. (§ 244-190.A.8) (EXISTING NON-CONFORMITY)

K. ALL SUPPORTING MEMBERS OF A FENCE SHALL BE LOCATED ON THE INSIDE OF THE FENCE, AND IF ERECTED ALONG OR ADJACENT TO A PROPERTY LINE, THE SUPPORTING MEMBERS OF THE FENCE SHALL FACE THE PRINCIPAL PORTION OF THE TRACT OF LAND OF THE PROPERTY UPON WHICH THE FENCE IS ERECTED. THE FINISHED SIDE OF FENCES AND WALLS SHALL FACE ADJACENT PROPERTIES. (§ 244-190.A.9) (NOT APPLICABLE)

WHICH THE FENCE IS ERECED. THE FINISHED SIDE OF FENCES AND WALLS SHALL FACE ADJACENT PROPERTIES. ( $ 244=190.A.9 ) (NOT APPLICABLE)

SOLID FENCES AND WALLS HEREAFTER ERECED ALTERED OR RECONSTRUCTED IN THE FRONT YARD AREA OF ANY ZONE IN THE TOWNSHIP OF LACKSON SHALL NOT EXCEED 30 INCHES IN HEIGHT ( $ 244 100 R ) (NOT APPLICABLE)

L. SOLID FENCES AND WALLS HEREAFTER ERECTED, ALTERED OR RECONSTRUCTED IN THE FRONT YARD AREA OF ANY ZONE IN THE TOWNSHIP OF JACKSON SHALL NOT EXCEED 30 INCHES IN HEIGHT. (§ 244-190.B) (NOT APPLICABLE)

M. OPEN FENCES LOCATED IN THE FRONT YARD AREA IN ANY ZONE SHALL NOT EXCEED 48 INCHES IN HEIGHT. FENCES EXCEEDING 48 INCHES IN HEIGHT SHALL NOT EXTEND FORWARD OF THE FRONT BUILDING LINE OF ANY EXISTING DWELLING. (§ 244-190.C) (NOT APPLICABLE) N. FENCES AND WALLS SHALL NOT EXCEED SIX FEET IN HEIGHT ABOVE GROUND LEVEL WHEN LOCATED IN ANY SIDE OR REAR YARD (§ 244-190.D) (COMPLIES)

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<table border=1 style='margin: auto; word-wrap: break-word;'><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr><tr><td style='text-align: center; word-wrap: break-word;'>REV.</td><td style='text-align: center; word-wrap: break-word;'>DATE</td><td style='text-align: center; word-wrap: break-word;'>COMMENTS</td><td style='text-align: center; word-wrap: break-word;'>BY</td></tr></table>

## 


<table border=1 style='margin: auto; word-wrap: break-word;'><tr><td colspan="4">THIS PLAN SET IS FOR PERMITTING PURPOSES ONLY AND MAY NOT BE USED FOR CONSTRUCTION</td></tr><tr><td style='text-align: center; word-wrap: break-word;'>DRAWN BY: AJH</td><td style='text-align: center; word-wrap: break-word;'>DESIGNED BY: MJP</td><td style='text-align: center; word-wrap: break-word;'>CHECKED BY: RTO</td><td style='text-align: center; word-wrap: break-word;'>CHECKED BY:</td></tr><tr><td colspan="4">PROJECT: 1980 SWARTHMORE LLC PROPOSED OFFICE BUILDING BLOCK 20901, LOT 15 30 SOUTH HOPE CHAPEL ROAD (C.R. 547) TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY</td></tr></table>

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PROTECT YOURSELF

## Know what's DOIOW Call before you do

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

## DYNAMIC ENGINEERING

## LAND DEVELOPMENT CONSULTING • PERMITTING

TRAFFIC • SURVEY • PLANNING & ZONING

TRAFFIC • SURVEY • PLANNING & ZONING

5 Greentree Centre. Suite 406

Greenfree Centre, Suite 40

## Marlton, NJ 08053

T: 856.334.2000 | F: 732.974.3521

## Offices conveniently located at:

Lake Como, New Jersey • T: 732.974.0198

Chester, New Jersey • T: 908.879.9229

Marlton, New Jersey • T: 856.334.2000

Newark, New Jersey • T: 973.755.7200

Toms River, New Jersey • T: 732.687.0000

Newtown, Pennsylvania • T: 267.685.0276

Philadelphia, Pennsylvania • T: 215.253.4888

Bethlehem, Pennsylvania • T: 610.598.4400

Allen, Texas • T: 972.534.2100

Houston, Texas • T: 281.789.6400

Austin, Texas • T: 512.646.2646

Delray Beach, Florida • T: 561.921.8570

#### www.dynamicec.com

### RICHARD T. ORTIZ

PROFESSIONAL ENGINEER

NEW JERSEY LICENSE No. 60149

### RODMAN R. RITCHIE

PROFESSIONAL ENGINEER

NEW JERSEY LICENSE No. 43547

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## SCALE: (H) 1"=20' DATE:

(V). 03/09/2026

3342-99-007


<table border=1 style='margin: auto; word-wrap: break-word;'><tr><td style='text-align: center; word-wrap: break-word;'>SHEET No:</td><td style='text-align: center; word-wrap: break-word;'>1</td><td style='text-align: center; word-wrap: break-word;'>OF 1</td><td style='text-align: center; word-wrap: break-word;'>Rev. #:</td></tr><tr><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td><td style='text-align: center; word-wrap: break-word;'></td></tr></table>

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