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FOR BLOCK 102 - LOT 1 TOWNSHIP OF JACKSON OCEAN COUNTY NEW JERSEY PRELIMINARY & FINAL MAJOR SITE PLAN AERIAL DISPLAY - FLOW SEPTEMBER 6, 2023

PROPERTY OWNERS WITHIN 200 FEET: JACKSON TOWNSHIP

B 101 L 3 B 102 L 5 B 113 L 5

DONNA & KENNETH JR. LONG JOHN C & ELAINE FIORE JAMES P & CYNTHIA RENSCHLER

21 ALLYSON ROAD 861 WOODBURY DR 3 BERWYN LANE

JACKSON NJ 08527 JACKSON NJ 08527 JACKSON NJ 08527

B 101 L 4 B 102 L 6 B 113 L 6

ALLMAN PROPERTIES LLC ROBERT K & BARBARA L WINGLER EDWARD CHAMBERLAIN

PO BOX 1060 859 WOODBURY DRIVE 1 BERWYN LANE

JACKSON NJ 08527 JACKSON NJ 08527 JACKSON NJ 08527

B 101 L 5 B 102 L 7 NOTIFY: D. KLEE

JOSEPH CORDIER MALDONADO FAMILY LIVING TRUST OWEN LITTLE & ASSOC.

10 BERWYN LANE 857 WOODBURY DRIVE 443 ATLANTIC CITY BOULEVARD

JACKSON NJ 08527 JACKSON NJ 08527 BEACHWOOD NJ 08722

B 101 L 6 B 102 L 8 OCEAN COUNTY PLANNING BOARD

ERIC J GLASS GAIL M & JERRY G JR CALDWELL 129 HOOPER AVE

12 BERWYN LANE 855 WOODBURY DRIVE TOMS RIVER NJ 08753

JACKSON NJ 08527 JACKSON NJ 08527 UTILITIES: NJ NATURAL GAS CO

B 102 L 2 B 113 L 3 PO BOX 1464 WALL NJ 07719

PINEWOOD ESTATES INC JANICE & EDWARD J III SCHLECHTWEG JCP&L CO. 300 MADISON AVE

PO BOX 6219 7 BERWIN LANE MORRISTOWN NJ 07932

FREEHOLD NJ 07728 JACKSON NJ 08527 MONMOUTH CABLEVISION ASSOC.

B 102 L 3 B 113 L 4 1501 18TH AVEWALL NJ 07719

PINEWOOD ESTATES INC ROBERT & TRACY HALLBAUER VERIZON NEW JERSEY INC.

PO BOX 6219 5 BERWYN LANE 777 PARKWAY AVE

FREEHOLD NJ 07728 JACKSON NJ 08527 TRENTON NJ 08618

MILLSTONE TOWNSHIP

APPROVED AS A PRELIMINARY AND FINAL MAJOR SITE PLAN FOR BLOCK 102, LOT 1 BY THE JACKSON TOWNSHIP PLANNING BOARD OF ADJUSTMENT VIA RESOLUTION NO. ___ DATED.

PRELIMINARY AND FINAL MAJOR SITE PLAN

FOR BLOCK 102 - LOT 1 TOWNSHIP OF JACKSON OCEAN COUNTY NEW JERSEY

• GENERAL NOTES:
• PROPERTY KNOWN AS BLOCK 102, LOT 1 AS SHOWN ON SHEET 1 OF THE JACKSON TOWNSHIP TAX MAPS.
• BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A PLAN ENTITLED "BOUNDARY & TOPOGRAPHIC SURVEY OF TAX BLOCK 102 - TAX LOT 1 TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY" PREPARED BY PROFESSIONAL DESIGN SERVICES, L.L.C. DATED SEPTEMBER 21, 2018.
• TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON N.A.V.D. 1988 DATUM.
• SITE IS LOCATED IN THE HC – HIGHWAY COMMERCIAL ZONE AND CONTAINS 11.8 ACRES.
• IT IS PROPOSED TO CONSTRUCT WAREHOUSES AND OFFICES IN ACCORDANCE WITH THE JACKSON TOWNSHIP LAND USE AND DEVELOPMENT ORDINANCE.
• OCEAN COUNTY, NEW JERSEY PREPARED BY PROFESSIONAL DESIGN SEVICIO DATED SEPTEMBER 21, 2018.
• TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON N.A.V.D. 1988 DATUM.
• SITE IS LOCATED IN THE HC — HIGHWAY COMMERCIAL ZONE AND CONTAINS 11.8 ACRES.
• IT IS PROPOSED TO CONSTRUCT WAREHOUSES AND OFFICES IN ACCORDANCE WITH THE JACKSON TOWNSHIP LAND USE AND DEVELOPMENT ORDINANCE.
• EXISTING CONDITIONS AND DIMENSIONS TO BE CONFIRMED BY CONTRACTOR PRIOR TO CONSTRUCTION.
• ALL CONSTRUCTION TO BE IN CONFORMANCE WITH APPLICABLE CODES AND/OR ORDINANCES.
• ALL PARKING STALLS TO BE 9' x 18'.
• ANY EXISTING IMPROVEMENTS ON SITE TO BE DEMOLISHED AND DISPOSED OF SHALL BE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
• TRASH AND RECYCLABLE COLLECTION TO BE PROVIDED BY PRIVATE HAULER.
• ANY PROPOSED SIGNAGE SHALL SATISFY CRITERIA AS OUTLINED IN THE JACKSON TOWNSHIP LAND USE REGULATIONS.
• 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). PROPERTY DEVELOPMENT SERVICES, INC., ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION SITE SAFETY. RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND AS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION INSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS INVE TO THE SPECIFICATION OR THE RELATIVES CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATION OR THE RELATIVES CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
• ALL FILL, COMPACTION AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS.
• THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.
• CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK.

OWNER / APPLICANT YOSEF ROTHENBERG 1432 CEDARVIEW AVENUE LAKEWOOD N.I. 08701

OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DESIGN SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C.

COMMENT

[AMENDED 11-8-2004 BY ORD. NO. 39-04]

HC - HIGHWAY COMMERCIAL ZONE REQUIREMENTS

LEGEND REQUIRED (CORNER LOT) PROVIDED PARKING REQUIREMENTS: COMPLIES

MINIMUM LOT AREA 45,000 SQ.FT. 511,701 SQ.FT. REQUIRED PROVIDED (b) GROUND SIGNS SHALL NOT EXCEED SIX FEET IN HEIGHT, MEASURED FROM THE FINISHED GRADE DIRECTLY BELOW THE SIGN TO THE TOP OF THE SION. COMPLIES

MINIMUM LOT WIDTH 200 FT. 519 FT. WAREHOUSE - 1 SPACE PER 1,500 SQ. FT. 58 SPACES (c) THE BASE OF ALL GROUND SIGNS SHALL BE ACCENTED BY LANDSCAPING SUCH AS SHRUBS, GROUND COVER AND FLOWERS. COMPLIES

MINIMUM LOT FRONTAGE 200 FT. 482 FT. OFFICE - 1 SPACE PER 200 SQ. FT. 46 SPACES (d) THE GROUND SIGN MAY INCLUDE NO MORE THAN FOUR COLORS. COMPLIES

MINIMUM LOT DEPTH 200 FT. 1,000 FT. (9,198 SQ. FT.) (e) IN THE CASE OF A GROUP OF OFFICES SHARING A PARKING AREA, A GROUP OF PROFESSIONAL TENANTS/OCCUPANTS SHARING A BUILDING, OR IN THE CASE OF A RETAIL SHOPPING CENTER, THE NAMES OF THE OFFICES OR TENANTS MAY BE LISTED ON THE SIGN, COMPLIED BY TOP TICKS OF THE SIGN AS REPROVED FOR DISPLAYING THE NAME OF THE COMPLIENT OR THE ADDRESS. THE TENANT OR OCCUPANT NAMES MUST BE INFORMNT IN STYLE AND COLOR. COMPLIES

EXISTING EDGE OF PAVEMENT MINIMUM FRONT YARD SETBACK 60 FT. 60 FT. TOTAL 104 SPACES (f) THE LOCATIONS OF THE GROUND SIGNS SHALL BE IN ACCORDANCE WITH THE REQUIRED MINIMUM DISTANCES TO THE STREET RIGHT OF-WAY, BASED ON SON AREA, ESTABLISHED IN SUBSECTION A(26). ADDITIONALLY, THE SION MUST BE OUTSIDE THE SIGHT TRIANGLE EASEMENT AREAS AND MAY NOT POSE A THREAT TO PUBLIC HEALTH AND SAFETTY. COMPLIES

EXISTING CURB MINIMUM REAR YARD SETBACK N/A 106 FT. (g) THE MAXIMUM SIZE FOR A SINGLE GROUND SIGN FOR A RETAIL STORE, A SHOPPING CENTER, AN OFFICE BUILDING, A GROUP OF OFFICES, AN INSTITUTIONAL USE IS SO SOUARE FEET. 48 SF.

EXISTING DEPRESSED CURB MINIMUM SIDE YARD SETBACK 25 FT. 25 FT. L.OT COVERAGE CALCULATIONS (CONSERVATION) (h) BUILDINGS LOCATED AT THE INTERSECTION OF TWO OR MORE STREETS, OR THAT HAVE FRONTAGE ON TWO OR MORE STREETS, MAY BE PERMITTED A TOTAL OF TWO GROUND SIGNS, ONE ON EACH OF TWO STREET FRONTAGES IN NO CASE SHALL THERE BE MORE THAN TWO GROUND SIGNS. NOT APPLICABLE

PROPOSED CARB MAXIMUM BUILDING HEIGHT 35 FT. LESS THAN 35 FT. PRELIMINARY & FINAL MAJOR SITE PLAN

PROPOSED DEPRESSED CURB MINIMUM ACCESSORY FRONT YARD SETBACK NOT PERMITTED N/A SITE PLAN

PROPOSED WOODLINE MINIMUM ACCESSORY REAR YARD SETBACK N/A N/A FOR BLOCK 102 - LOT 1

PROPOSED PAINTED STOP BAR MINIMUM ACCESSORY SIDE YARD SETBACK 25 FT. N/A TOWNSHIP OF JACKSON

PROPOSED HANDICAP RAMP MAXIMUM ACCESSORY BUILDING HEIGHT 15 FT. N/A OCEAN COUNTY

PROPOSED OVERHEAD DOOR MAXIMUM BUILDING COVERAGE 30% 18.1% 5 DATE: JUNE 3, 2020 SHEET 3

PROPOSED BUILDING L.D. SIGN MAXIMUM IMPERIVOUS COVERAGE 75% 55.9% 5 1st SHEET 23

PROPOSED STOP BAR PARKING AREA SETBACKS FROM RIGHT OF WAY 20 FT. DRAWN BY: DESIGNED BY: WAS CONCRETE WALKWAY

PROPOSED 4" PAINTED YELLOW LINE FROM RESIDENTIAL USE 20 FT. 20 FT. 2023-2024-2025-2026-2027-2028-2029-2030-2031-2032-2033-2034-2035-2036-2037-2038-2040-2042-2044-2046-2048-2050-2052-2054-2056-2058-2060-2062-2064-2066-2068-2070-2072-2074-2076-2078-2080-2082-2084-2086-2088-2090-2092-2094-2096-2098-2100-2102-2104-2106-2108-2110-2112-2114-2116-2118-2120-2122-2124-2126-2128-2130-2132-2134-2136-2138-2140-2142-2144-2146-2148-2150-2152-2154-2156-2158-2160-2162-2164-2166-2168-2170-2172-2174-2176-2178-2180-2182-2184-2186-2188-2190-2192-2194-2196-2198-2200-2202-2204-2206-2208-2210-2212-2214-2216-2218-2220-2222-2224-2226-2228-2230-2232-2234-2236-2238-2240-2242-2244-2246-2248-2250-2252-2254-2256-2258-2260-2262-2264-2266-2268-2270-2272-2274-2276-2278-2280-2282-2284-2286-2288-2290-2292-2294-2296-2298-2300-2302-2304-2306-2308-2310-2312-2314-2316-2318-2320-2322-2324-2326-2328-2330-2332-2334-2336-2338-2340-2342-2344-2346-2348-2350-2352-2354-2356-2358-2360-2362-2364-2366-2368-2370-2372-2374-2376-2378-2380-2382-2384-2386-2388-2390-2392-2394-2396-2398-2400-2402-2404-2406-2408-2410-2412-2414-2416-2418-2420-2422-2424-2426-2428-2430-2432-2434-2436-2438-2440-2442-2444-2446-2448-2450-2452-2454-2456-2458-2460-2462-2464-2466-2468-2470-2472-2474-2476-2478-2480-2482-2484-2486-2488-2490-2492-2494-2496-2498-2500-2502-2504-2506-2508-2510-2512-2514-2516-2518-2520-2522-2524-2526-2528-2530-2532-2534-2536-2538-2540-2542-2544-2546-2548-2550-2552-2554-2556-2558-2560-2562-2564-2566-2568-2570-2572-2574-2576-2578-2580-2582-2584-2586-2588-2590-2592-2594-2596-2598-2600-2602-2604-2606-2608-2610-2612-2614-2616-2618-2620-2622-2624-2626-2628-2630-2632-2634-2636-2638-2640-2642-2644-2646-2648-2650-2652-2654-2656-2658-2660-2662-2664-2666-2668-2670-2672-2674-2676-2678-2680-2882-2884-2886-2888-2890-2892-2894-2896-2898-2900-2902-2904-2906-2908-2910-2912-2914-2916-2918-2920-2922-2924-2926-2928-2930-2932-2934-2936-2938-2940-2942-2944-2946-2948-2950-2952-2954-2956-2958-2960-2962-2964-2966-2968-2970-2972-2974-2976-2978-2980-2982-2984-2986-2988-2990-2992-2994-2996-2998-2000-2002-2004-2006-2008-2010-2012-2014-2016-2018-2020-2022-2024-2026-2028-2030-2332-2334-2336-2338-2340-2342-2344-2346-2348-2350-2352-2354-2356-2358-2360-2362-2364-2366-2368-2370-2372-2374-2376-2378-2380-2382-2384-2386-2388-2390-2392-2394-2396-2398-2400-2402-2404-2406-2408-2410-2412-2414-2416-2418-2420-2422-2424-2426-2428-2430-2432-2434-2436-2438-2440-2442-2444-2446-2448-2450-2452-2454-2456-2458-2460-2462-2464-2466-2468-2470-2472-2474-2476-2478-2480-2482-2484-2486-2488-2490-2492-2494-2496-2498-2500-2502-2504-2506-2508-2510-2512-2514-2516-2518-2520-2522-2524-2526-2528-2530-2532-2534-2536-2538-2540-2542-2544-2546-2548-2550-2552-2554-2556-2558-2560-2562-2564-2566-2568-2570-2572-2574-2576-2578-2580-2582-2584-2586-2588-2590-2592-2594-2596-2598-2600-2602-2604-2606-2608-2610-2612-2614-2616-2618-2620-2622-2624-2626-2628-2630-2632-2634-2636-2638-2640-2642-2644-2646-2648-2650-2652-2654-2656-2658-2660-2662-2664-2666-2668-2670-2672-2674-2676-2678-268

TEST PIT LOGS

TP#1 (ELEV=167.9 ±) TP#5 (ELEV=166.8 ±)

0-5" ORGANIC LAYER 0-12" CRUSHED STONE

5-13" 10YR 4/3 LOAMY SAND 12-44" 10YR 6/8 LOAMY SAND

13-30" 10YR 5/4 LOAMY SAND 44-70" 10YR 6/3 5YR 5/8 LOAMY SAND

30-62" 5YR 5/8 LOAMY SAND 70-96" 10YR 6/1 5YR 6/6 LOAMY SAND W/15% GRAVEL

62-88" 5YR 6/1 6/8 LOAMY SAND 96-115" 10YR 6/1 5YR 7/6 LOAMY SAND

88-120" 10YR 6/4 5YR 5/8 LOAMY SAND S.H.W.T. @ 70" (ELEV=161.0 ±)

S.H.W.T. @ 62" (ELEV=162.8 ±) NO WATER ENCOUNTERED

NO WATER ENCOUNTERED TP#6 (ELEV=168.1 ±)

TP#6 (ELEV=168.1±)

0–9” ORGANIC LAYER 9–26” 10YR 5/3 LOAMY SAND 26–37” 10YR 5/8 LOAMY SAND 37–74” 5YR 5/8 10YR 6/3 LOAMY SAND 74–98” 10YR 6/3 5YR 6/6 LOAMY SAND 98–116” 10YR 6/1 5YR 7/6 LOAMY SAND S.H.W.T. @ 98"(ELEV=160.0±) NO WATER ENCOUNTERED

TP#2 (ELEV=169.3±)

0-8" ORGANIC LAYER 8-20" 10YR 4/3 LOAMY SAND 20-44" 5YR 5/6 LOAMY SAND 44-72" 10YR 6/4 LOAMY SAND 72-94" 5YR 6/1 5/8 LOAMY SAND 94-120" 5YR 6/8 LOAMY SAND W/15% GRAVEL S.H.W.T. @ 72"(ELEV=163.3±) NO WATER ENCOUNTERED TP#3 (ELEV=167.0±) 0-15" ORGANIC LAYER 15-33" 5Y 6/8 LOAMY SAND 33-54" 10YR 6/8 LOAMY SAND 54-74" 10YR 6/1 6/6 LOAMY SAND 74-87" 5YR 5/8 SAND W/25% GRAVEL 87-118" 10YR 6/2 6/6 LOAMY SAND NO S.H.W.T. ENCOUNTERED NO WATER ENCOUNTERED TP#4 (ELEV=169.7±) 0-11" ORGANIC LAYER 11-20" 10YR 5/3 LOAMY SAND 20-44" 10YR 5/8 LOAMY SAND 44-90" 5YR 5/8 LOAMY SAND W/25% GRAVEL 90-120" 10YR 7/6 LOAMY SAND NO S.H.W.T. ENCOUNTERED NO WATER ENCOUNTERED TEST DITS CLACCIED BY BDS ON 1/13/20 TP#5 (ELEV=166.8±) 0-12" CRUSHED STONE 12-44" 10YR 6/8 LOAMY SAND 44-70" 10YR 6/3 5YR 5/8 LOAMY SAND 70-96" 10YR 6/1 5YR 6/6 LOAMY SAND W/15% GRAVEL 96-115" 10YR 6/1 5YR 7/6 LOAMY SAND S.H.W.T. @ 70"(ELEV=161.0±) NO WATER ENCOUNTERED

TP#7 (ELEV=165.3±)

0–9” ORGANIC LAYER 9–16” 10YR 5/3 LOAMY SAND 16–35” 10YR 5/8 LOAMY SAND 35–62” 5YR 5/8 10YR 6/2 LOAMY SAND 62–76” 10YR 6/1 5YR 6/6 LOAMY SAND W/15% GRAVEL 76–98” 10YR 7/1 5YR 7/6 LOAMY SAND W/15% GRAVEL S.H.W.T. @ 62"(ELEV=160.2±) WATER @ 76"(ELEV=159.0±)

TEST PITS CLASSIFIED BY P.D.S. ON 1/13/20

STORMWATER BASIN NOTES

• GRADING & DRAINAGE NOTES
• ALL STORMWATER INLETS TO BE TYPE 'B' UNLESS OTHERWISE NOTED.
• BUILDING ROOF DRAINS MUST CONNECT TO THE DRAINAGE SYSTEM.
• ALL REQUIRED FIRE EXITS TO ENSURE A MAXIMUM ENTRY LIP OF 1/2 INCH TO ENSURE A BARRIER FREE ROUTE IS PROVIDED IN ACCORDANCE WITH A.D.A. REGULATION.
• THE PROJECT DOES NOT CONTAIN ANY HIGH POLLUTANT LOADING AREAS (HPLA) AND SEGREGATION OR PRE-TREATMENT OF RUNOFF IS NOT REQUIRED. 1. ALL STORMWATER INLETS TO BE TYPE 'B' UNLESS OTHERWISE NOTED
• THE STORMWATER BASIN HAS BEEN DESIGNED TO MAINTAIN A MINIMUM SEPARATION OF AT LEAST TWO (2) FEET FROM THE BASIN BOTTOM TO THE SEASONAL HIGH WATER TABLE.
• THE SOIL PERMEABILITY BELOW THE BASIN DOES NOT PERMEATE IN EXCESS OF 20 INCHES PER HOUR AND NO BIORETENTION SYSTEM IS REQUIRED. ANY UNSUITABLE MATERIALS UNDER BASIN MUST BE REMOVED AND REPLACED WITH K-4 SOILS.
• A GROUNDWATER MOUNDING ANALYSIS INDICATES NO ADVERSE IMPACT TO ADJACENT WATERBODIES, WETLANDS, STRUCTURES OR SEPTICS.
• THE BASIN FOREBAY SHALL SERVE AS A TEMPORARY SEDIMENT BASIN UNTIL THE DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED. WHEN THE DRAINAGE SYSTEM HAS BEEN COMPLETELY STABILIZED, TWO (2) FEET OF THE BOTTOM WITHIN THE FOREBAY MUST BE EXCAVATED AND REPLACED WITH CLEAN SAND HAVING A PERMEABILITY OF 6 TO 20 INCHES PER HOUR.
• CARE MUST BE TAKEN DURING CONSTRUCTION TO MINIMIZE COMPACTION OF THE BASIN BOTTOM. THE BASIN AREA MUST BE RENOVATED AND TILLED AFTER CONSTRUCTION IS COMPLETED AND THE DRAINAGE AREA IS STABILIZED. NO EARTHWORK MAY BE PERFORMED WHEN SOIL MOISTURE CONTENT IS ABOVE THE LOWER PLASTIC LIMIT.
• ONCE THE BASIN IS COMPLETED AND THE DRAINAGE AREA IS STABILIZED, FIELD PERMEABILITY TESTS MUST BE PERFORMED AND SUBMITTED TO THE TOWNSHIP ENGINEER TO ASSURE COMPLIANCE WITH THE DESIGN PERMEABILITY.
• AS-BUILT PLANS MUST BE PERFORMED OF THE COMPLETED BASIN AND SUBMITTED TO THE TOWNSHIP ENGINEER TO ASSURE COMPLIANCE WITH THE DESIGN.
• INFILTRATION BASIN DESIGNS ARE BASED UPON ADEQUATE PERMEABILITY OF THE UNDERLYING SOIL MASS. CONTRACTOR SHALL CONDUCT PERMEABILITY TESTING TO CONFIRM MIN. PERMEABILITY RATE OF 10"/HOUR AT THE BASIN BOTTOM. IF UNSUITABLE MATERIALS ARE ENCOUNTERED THEY SHALL BY REMOVED AND REPLACED FOR A MIN. DEPTH OF 4 FT. BENEATH THE BASIN BOTTOM.
• ALL REQUIRED FIRE EXITS TO ENSURE A MAXIMUM ENTRY LIP OF 1/2 INCH TO ENSURE A BARRIER FREE ROUTE IS PROVIDED IN ACCORDANCE WITH A.D.A. REQUIRED

OWNERSHIP OF DOCUMENTS THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DESIGN SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.C. PDS PROFESSIONAL DESIGN SERVICES, L.L.C. CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 ENGINEERING@PDS-NJ.COM WWW.PDS-NJ.COM NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 WILLIAM A. STEVENS, P.E., P.P. PROFESSIONAL ENGINEER, NEW JERSEY L.C. #3915 PROFESSIONAL PLANNER, NEW JERSEY L.C. #5394 PRELIMINARY & FINAL MAJOR SITE PLAN STORM DRAINAGE & UTILITY PLAN FOR BLOCK 102 - LOT 1 TOWNSHIP OF JACKSON OCEAN COUNTY NEW JERSEY

5 2/27/24 REVISED BUILDING #1 LOCATION SDC

4 4/3/23 REVISED PER MCPB SDC

3 4/28/22 REVISED PER JACKSON TOWNSHIP & MON. COUNTY PLANNING BOARDS SDC

2 12/15/21 REVISED PER OCPB SDC

1 11/22/21 REVISED PER NJDEP SDC

NO. DATE DESCRIPTION BY

PLANTING SCHEDULE

IN THE EVENT A DISCREPENCY OCCURS BETWEEN THE QUANTITIES SHOWN ABOVE AND WHAT IS GRAPHICALLY SHOWN ON THE PLANS, THE GRAPHICS SHALL TAKE PRECEDENCE.

SECTION 244-193B

3. BUFFER AREAS SHALL BE MAINTAINED AND KEPT FREE OF ALL DEBRIS, RUBBISH, WEEDS AND TALL GRASS.
4. 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.
5. PROHIBITED ACTIVITIES WITHIN BUFFER AREAS:
6. (a)REMOVAL, EXCAVATION, GRADING OR DISTURBANCE OF THE SOIL.
7. (b)DUMPING OR FILLING WITH ANY MATERIALS.
8. (c)ERECTION OF STRUCTURES.
9. (d)PLACEMENT OF PAVEMENTS OR ANY IMPERVIOUS COVER.
10. (e)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.
6. CONDITIONAL ACTIVITIES. THE 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:
7. (a)NORMAL PROPERTY MAINTENANCE, WHICH MEANS ACTIVITIES REQUIRED TO MAINTAIN LAWFULLY EXISTING ARTIFICIAL AND NATURAL FEATURES, AND LANDSCAPING.
8. (b)MOWING OF EXISTING LAWN OR FIELD.
9. (c)PRUNING OF TREES AND SHRUBS.
10. (d)SELECTIVE CUTTING OF TREES WITH THE APPROVAL OF THE TOWNSHIP FORESTER.
11. (e)REPLACEMENT OF EXISTING NONNATIVE PLANTS WITH EITHER NATIVE OR NONNATIVE SPECIES.
12. (f)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.
13. (g)PLANTING OF NATIVE SPECIES.
14. (h)MAINTENANCE OF ARTIFICIAL FEATURES, INCLUDING THE REPAIR, REHABILITATION, REPLACEMENT, MAINTENANCE OR RECONSTRUCTION OF ANY PREVIOUSLY AUTHORIZED SERVICEABLE STRUCTURE.
15. (i)TEMPORARY PLACEMENT OF SCAFFOLDS, LADDERS OR CONSTRUCTION SUPPORTS FOR A PERIOD NOT TO EXCEED SIX MONTHS.
16. (j)REMOVAL OF HUMAN-MADE DEBRIS BY NONMECHANICAL MEANS WHICH DOES NOT DESTROY WOODY VEGETATION.

SECTION 244-193A

PROTECTION OF EXISTING TREES AND SHRUBS.

• (a)TREES DESIGNED TO REMAIN ON THE CONSTRUCTION SITE SHOULD BE PROTECTED WITH A PHYSICAL BARRIER. SUCH PHYSICAL BARRIER SHALL BE CLEARLY VISIBLE AND CONSIST OF SILT FENCING OR SNOW FENCING OR OTHER SUITABLE BARRIER. ALL SUCH BARRIERS SHALL BE APPROVED BY THE PLANNING BOARD OR TOWNSHIP ENGINEER. THE BARRIER SHALL BE INSTALLED BEFORE ANY SITE CLEARING, GRADING, EXCAVATION OR CONSTRUCTION OR INSTALLATION OF IMPROVEMENTS IS BEGUN.
• (b)THE GRADE OF LAND LOCATED WITHIN SIX FEET OF A TREE SHALL NOT BE RAISED OR LOWERED MORE THAN SIX INCHES UNLESS COMPENSATED BY WELLING OR RETAINING METHODS HEREIN DESCRIBED.
• (c)TREE WELLS SHALL BE CONSTRUCTED AROUND EACH TREE OR GROUP OF TREES BEFORE ANY GRADES ARE INCREASED. WELLS SHALL BE CONSTRUCTED OF UNCEMENTED STONE, BLOCK OR ANY OTHER SUITABLE MATERIAL. THIS WELL SHOULD BE A MINIMUM OF THREE FEET IN DIAMETER FOR A TREE OF FOUR INCHES OR LESS CALIPER, WITH THE WALL LOCATED 18 INCHES FROM THE TRUNK, WITH THE CONSTRUCTION STARTING ON EXISTING GRADE SO AS NOT TO DISTURB ROOTS WITH FOUNDATION CONSTRUCTION. FOR TREES OF MORE THAN FOUR INCHES CALIPER, THERE SHOULD BE ADDED ONE FOOT TO THE DIAMETER OF THE WELL FOR EACH INCH OF CALIPER OVER FOUR INCHES, AS MEASURED 12 INCHES ABOVE NATURAL GROUND LEVEL.

PLANT NOTES

1. AN IDENTIFICATION TAG ATTACHED AT THE NURSERY INDICATING THE EXACT VARIETY WILL BE REQUIRED ON AT LEAST ONE TREE OF EACH VARIETY PLANTED.
2. ALL NEW LANDSCAPING SHALL HAVE A GUARANTEE A PERIOD OF TWO YEARS FOR ALL PLANTINGS.
3. (d)RETAINING WALLS SHOULD BE CONSTRUCTED AROUND EACH TREE OR GROUP OF TREES IMMEDIATELY AFTER THE GRADE IS LOWERED. THIS RETAINING WALL SHALL BE CONSTRUCTED OF RAILROAD TIES OR ANY OTHER SUITABLE MATERIAL, SUBJECT TO APPROVAL BY THE TOWNSHIP ENGINEER.
4. (e)ANY CLEANING WITHIN SIX FEET OF TREE TRUNK SHOULD BE DONE BY HAND. NO EQUIPMENT IS TO BE RUN OVER THIS AREA, AND NO BUILDING MATERIALS ARE TO BE ATTACHED AGAINST THE TREE OR WITHIN THE AREA OF THE BARRIER.
5. (f)NO TREE SHOULD SUPPORT ANY SCAFFOLDING, SIGNS, TEMPORARY UTILITY OR ANY OTHER DEVICE. TOPSOIL IS TO BE STOCKPILED IN AN AREA AT LEAST EIGHT FEET FROM ANY TREE DESIGNATED TO REMAIN.

PROFESSIONAL DESIGN SERVICES, L.L.C. PRELIMINARY & FINAL MAJOR SITE PLAN LANDSCAPE & TREE SAVE PLAN FOR BLOCK 102 - LOT 1 TOWNSHIP OF JACKSON OCEAN COUNTY NEW JERSEY

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 ENGINEERING@PDS-NJ.COM WWW.PDS-NJ.COM NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 WILLIAM A. STEVENS, P.E., P.P. PROFESSIONAL ENGINEER, NEW JERSEY, L.L.C. #39915 PROFESSIONAL PLANNER, NEW JERSEY, L.L.C. #5394 SCALE: 1" = 50' DATE: JUNE 3, 2020 JOB NUMBER: 18120 SHEET 8 23

DRAWN BY: SDC DESIGNED BY: WAS CHECKED BY: WAS

OWNERSHIP OF DOCUMENTS

THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL DESIGN SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES.

AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, E.L.C. 5 2/27/24 REVISED BUILDING #1 LOCATION SDC 4 4/3/23 REVISED PER MCPB SDC 3 4/28/22 REVISED PER JACKSON TOWNSHIP & MON. COUNTY PLANNING BOARDS SDC 2 12/15/21 REVISED PER OCPB SDC 1 11/22/21 REVISED PER NJDEP SDC NO. DATE DESCRIPTION BY

Flex Space #1 - Floor Plan GROSS BUILDING FLOOR AREA = 27,975 SF GROSS OFFICE AREA = 2,798 SF GROSS WAREHOUSE AREA = 24,964 SF 3/32"=1'-0"

CERTIFICATE OF AUTHORIZATION No. AC33200

New Construction for: FLEX SPACES 463 MONMOUTH RD Jackson, New Jersey 08527 Lot I. Block 102

New Construction for

2 4/29/22 FINISH & COLOR UPDATES

1 4/20/21 DELINEATION

REV.: DATE: DESCRIPTION:

Flex Space #1 Floor Plan

PROJECT NO.: 2029 DRAWN BY: SMF

DATE ISSUED: May 20, 2020

SHEET NO.:

TOKARSKI + MILLEMANN ARCHITECTS LLC

1729 ROUTE 35 WALL, NEW JERSEY 07719 phone facsimile Email 732.262.0046 732.262.0045 info@tm-architects.com

[F28] CERTIFICATE OF AUTHORIZATION No. AC33200

[F22]

2023/12/22 FINISH & COLOR UPDATES

2 4/27/22 FINISH & COLOR UPDATES

1 4/20/21 DELINEATION

REV.: DATE: DESCRIPTION:

Flex Space #1 Elevations

PROJECT NO.: 2024 DRAWN BY: SMF

DATE ISSUED: May 20, 2020

SHEET NO.:

GROSS FLOOR AREA = 30,531 SF GROSS OFFICE AREA = 3,200 SF GROSS WAREHOUSE AREA = 27,331 SF 3/32" = |1-0"

SHEET NO.: PROJECT NO.: May 20, 2020 3 3/30/23 463 MONMOUTH RD Jackson, New Jersey 08527 Lot I, Block 102 New Construction for: CERTIFICATE OF AUTHORIZATION No. AC33200 Richard P. Tolarski Jr., AIA info@tm-architects.com 1729 ROUTE 35 WALL, NEW JERSEY 07719 phone facsimile Email

DATE ISSUED: PROJECT NO.: 2024 2 4/21/22 FINAL SITE PLAN APPROVAL 3/30/23 3/30/23 732.262.0046 732.262.0045 info@tm-architects.com

DRAWING BY: SMF DRAWING BY: DESIGNATION DESCRIPTION: DESIGNATION DESCRIPTION: DESCRIPTION: N.J. LICENSE # AI 13755 N.Y. LICENSE # 026282

TOKARSKI + MILLEMANN ARCHITECTS LLC

1729 ROUTE 35 WALL, NEW JERSEY 07719

phone 732.262.0046

facsimile 732.262.0045

Email info@tm-architects.com

[F28]

CERTIFICATE OF AUTHORIZATION No. AC33200

463 MONMOUTH Jackson, New Jersey 08527 Lot L Block 102

MONMOUTH Nurforsen 08527

New Construction for

FLEX SPACES

3 3/30/23 FINAL SITE PLAN APPROVAL

2 4/21/22 FINISH & COLOR UPDATES

1 4/20/21 DELINEATION

REV.: DATE: DESCRIPTION:

Flex Space #2 Elevations

PROJECT NO.: 2029 DRAWN BY: SMF

DATE ISSUED: May 20, 2020

SHEET NO.:

SHEET NO.: [F2]