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ImageFOR BLOCK 102 - LOT 1 TOWNSHIP OF JACKSON OCEAN COUNTY NEW JERSEYPRELIMINARY & FINAL MAJOR SITE PLAN AERIAL DISPLAY - FLOW SEPTEMBER 6, 2023
RICHTER DRIVE
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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.
OWNER / APPLICANT YOSEF ROTHENBERG 1432 CEDARVIEW AVENUE LAKEWOOD N.I. 08701 13. 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. 14. 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. 15. 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. 16. 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. OCEAN COUNTY, NEW JERSEY PREPARED BY PROFESSIONAL DESIGN SEVICIO DATED SEPTEMBER 21, 2018. 3. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON N.A.V.D. 1988 DATUM. 4. SITE IS LOCATED IN THE HC — HIGHWAY COMMERCIAL ZONE AND CONTAINS 11.8 ACRES. 5. IT IS PROPOSED TO CONSTRUCT WAREHOUSES AND OFFICES IN ACCORDANCE WITH THE JACKSON TOWNSHIP LAND USE AND DEVELOPMENT ORDINANCE. 6. EXISTING CONDITIONS AND DIMENSIONS TO BE CONFIRMED BY CONTRACTOR PRIOR TO CONSTRUCTION. 7. ALL CONSTRUCTION TO BE IN CONFORMANCE WITH APPLICABLE CODES AND/OR ORDINANCES. 8. ALL PARKING STALLS TO BE 9' x 18'. 9. ANY EXISTING IMPROVEMENTS ON SITE TO BE DEMOLISHED AND DISPOSED OF SHALL BE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 10. TRASH AND RECYCLABLE COLLECTION TO BE PROVIDED BY PRIVATE HAULER. 11. ANY PROPOSED SIGNAGE SHALL SATISFY CRITERIA AS OUTLINED IN THE JACKSON TOWNSHIP LAND USE REGULATIONS. 12. 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. 1. PROPERTY KNOWN AS BLOCK 102, LOT 1 AS SHOWN ON SHEET 1 OF THE JACKSON TOWNSHIP TAX MAPS. 2. 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. 3. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON N.A.V.D. 1988 DATUM. 4. SITE IS LOCATED IN THE HC – HIGHWAY COMMERCIAL ZONE AND CONTAINS 11.8 ACRES. 5. IT IS PROPOSED TO CONSTRUCT WAREHOUSES AND OFFICES IN ACCORDANCE WITH THE JACKSON TOWNSHIP LAND USE AND DEVELOPMENT ORDINANCE. GENERAL NOTES:
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SHEET #DRAWING TITLE
1COVER SHEET
2OVERALL SITE PLAN
3SITE LAYOUT PLAN
4TRAFFIC CONTROL & VEHICLE ACCESS PLAN
5GRADING PLAN
6STORM DRAINAGE & UTILITY PLAN
6AALLYSON ROAD PROFILE
7LIGHTING PLAN
8LANDSCAPING & TREE SAVE PLAN
9LANDSCAPING AND LIGHTING DETAILS
10 - 13CONSTRUCTION DETAILS
14SOIL EROSION & SEDIMENT CONTROL PLAN
15 - 18SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS
19SOIL EROSION RESTORATION PLAN
20PRE DEVELOPED DRAINAGE AREA MAP
21POST DEVELOPED DRAINAGE AREA MAP
22COLLECTION SYSTEM DRAINAGE AREA MAP
23STORMWATER MAINTENANCE PLAN
SUPPLEMENTAL DRAWINGS
SHEET #DRAWING TITLE
1 - 7COUNTY ROAD CONSTRUCTION PLANS
1WETLANDS FILL MAP
1BOUNDARY & TOPOGRAPHIC SURVEY
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FOR BLOCK 102 - LOT 1 TOWNSHIP OF JACKSON OCEAN COUNTY NEW JERSEY PRELIMINARY AND FINAL MAJOR SITE PLAN
BOARD CHAIRMANDATE
BOARD SECRETARYDATE
BOARD ENGINEERDATE
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.
B60.01 L 13NOTIFY: GPU ENERGYMAJOR SUBDIVISION & SITE PLA
LEONARD, GUY & SUSAN255 GATZMER AVECUSTOMER SERVICE/ENGINEERINGNOTIFICATIONS
JAMESBURG NJ 08831521-525 MAIN STREET ALLENHURST NJ 07711NEW JERSEY DEPARTMENT OF TRANSPORTATION CENTRAL REGION ENGINEERING & OPERATIONS BUILDING FOURTH FLOOR 1035 PARKWAY AVE TRENTON NJ 08618INDUSTRY & TRANSPORTATION CENTRAL REGION ENGINEERING & OPERATIONS BUILDING FOURTH FLOOR 1035 PARKWAY AVE TRENTON NJ 08618
B 60.01 L 14.019 GATES AVENUE, FLOOR 2NEW JERSEY DEPARTMENT OF TRANSPORTATION CENTRAL REGION ENGINEERING & OPERATIONS BUILDINGINDUSTRY & TRANSPORTATION CENTRAL REGION
SMITH, ANDREW P. & NANCY E.9 GATES AVENUE, FLOOR 2NEW JERSEY DEPARTMENT OF TRANSPORTATION CENTRAL REGION ENGINEERING & OPERATIONS BUILDINGINDUSTRY & TRANSPORTATION CENTRAL REGION
13 E SQUAN ROAD MILLSTONE NJ 08510MONTCLAIR NJ 07042NEW JERSEY DEPARTMENT OF TRANSPORTATION CENTRAL REGION ENGINEERING & OPERATIONS BUILDINGINDUSTRY & TRANSPORTATION CENTRAL REGION
PUBLIC SERVICE GAS & ELECTRIC665 WHITEHEAD ROADMONMOUTH COUNTY PLANNING BOARDMONMOUTH COUNTY PLANNING BOARD
B 60.01 L 14.02665 WHITEHEAD ROADMONMOUTH COUNTY PLANNING BOARDMONMOUTH COUNTY PLANNING BOARD
GOLDEN BROTHERS REALTY LLCLAWRENCE NJ 08648MILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
488 RT 537NEW JERSEY NATURAL GASMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
CLARKSBURG NJ 085101415 WYCOFF ROAD WALL NJ 07719MILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
B 60.01 L 15.01MONMOUTH CABLEVISIONMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
YAO, JAMES S. & HELEN S. W. MAR40 PINE STREET TINTON FALLS NJ 07753MILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
PO BOX 47840 PINE STREETMILLSTONE TOWNSHIP CLERK
MILLSTONE TOWNSHIP NJ 08510MONMOUTH COUNTY CLERKMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
B 60.01 L 15.02MONMOUTH CABLEVISIONMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
KAUT, ROBERT B. & MADELINEMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
PO BOX 304MILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
MILLSTONE TOWNSHIP NJ 08510MONMOUTH COUNTY CLERKMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
B 60.01 L 16.01MONMOUTH CABLEVISIONMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
494 MONMOUTH ROAD LLCMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
MILLSTONE TOWNSHIP CTMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
MILLTON CT 06897MILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERKMILLSTONE TOWNSHIP CLERK
B 101 L 3B 102 L 5B 113 L 5
DONNA & KENNETH JR. LONGJOHN C & ELAINE FIOREJAMES P & CYNTHIA RENSCHLER
21 ALLYSON ROAD861 WOODBURY DR3 BERWYN LANE
JACKSON NJ 08527JACKSON NJ 08527JACKSON NJ 08527
B 101 L 4B 102 L 6B 113 L 6
ALLMAN PROPERTIES LLCROBERT K & BARBARA L WINGLEREDWARD CHAMBERLAIN
PO BOX 1060859 WOODBURY DRIVE1 BERWYN LANE
JACKSON NJ 08527JACKSON NJ 08527JACKSON NJ 08527
B 101 L 5B 102 L 7NOTIFY: D. KLEE
JOSEPH CORDIERMALDONADO FAMILY LIVING TRUSTOWEN LITTLE & ASSOC.
10 BERWYN LANE857 WOODBURY DRIVE443 ATLANTIC CITY BOULEVARD
JACKSON NJ 08527JACKSON NJ 08527BEACHWOOD NJ 08722
B 101 L 6B 102 L 8OCEAN COUNTY PLANNING BOARD
ERIC J GLASSGAIL M & JERRY G JR CALDWELL129 HOOPER AVE
12 BERWYN LANE855 WOODBURY DRIVETOMS RIVER NJ 08753
JACKSON NJ 08527JACKSON NJ 08527UTILITIES: NJ NATURAL GAS CO
B 102 L 2B 113 L 3PO BOX 1464 WALL NJ 07719
PINEWOOD ESTATES INCJANICE & EDWARD J III SCHLECHTWEGJCP&L CO. 300 MADISON AVE
PO BOX 62197 BERWIN LANEMORRISTOWN NJ 07932
FREEHOLD NJ 07728JACKSON NJ 08527MONMOUTH CABLEVISION ASSOC.
B 102 L 3B 113 L 41501 18TH AVEWALL NJ 07719
PINEWOOD ESTATES INCROBERT & TRACY HALLBAUERVERIZON NEW JERSEY INC.
PO BOX 62195 BERWYN LANE777 PARKWAY AVE
FREEHOLD NJ 07728JACKSON NJ 08527TRENTON NJ 08618
MILLSTONE TOWNSHIP
PROPERTY OWNERS WITHIN 200 FEET: JACKSON TOWNSHIP
QUAD MAP SCALE: 1" = 2,000
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PLEGRD ===== PAGE 3 =====
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## HC - HIGHWAY COMMERCIAL ZONE REQUIREMENTS
LEGENDREQUIRED (CORNER LOT)PROVIDEDPARKING REQUIREMENTS:COMPLIES
MINIMUM LOT AREA45,000 SQ.FT.511,701 SQ.FT.REQUIREDPROVIDED(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 WIDTH200 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 FRONTAGE200 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 DEPTH200 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 PAVEMENTMINIMUM FRONT YARD SETBACK60 FT.60 FT.TOTAL104 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 CURBMINIMUM REAR YARD SETBACKN/A106 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 CURBMINIMUM SIDE YARD SETBACK25 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 CARBMAXIMUM BUILDING HEIGHT35 FT.LESS THAN 35 FT.PRELIMINARY & FINAL MAJOR SITE PLAN
PROPOSED DEPRESSED CURBMINIMUM ACCESSORY FRONT YARD SETBACKNOT PERMITTEDN/ASITE PLAN
PROPOSED WOODLINEMINIMUM ACCESSORY REAR YARD SETBACKN/AN/AFOR BLOCK 102 - LOT 1
PROPOSED PAINTED STOP BARMINIMUM ACCESSORY SIDE YARD SETBACK25 FT.N/ATOWNSHIP OF JACKSON
PROPOSED HANDICAP RAMPMAXIMUM ACCESSORY BUILDING HEIGHT15 FT.N/AOCEAN COUNTY
PROPOSED OVERHEAD DOORMAXIMUM BUILDING COVERAGE30%18.1%Image5DATE: JUNE 3, 2020SHEET 3
PROPOSED BUILDING L.D. SIGNMAXIMUM IMPERIVOUS COVERAGE75%55.9%51stSHEET 23
PROPOSED STOP BARPARKING AREA SETBACKSFROM RIGHT OF WAY20 FT.DRAWN BY: DESIGNED BY: WASCONCRETE WALKWAY
PROPOSED 4" PAINTED YELLOW LINEFROM RESIDENTIAL USE20 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
COMMENT
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[AMENDED 11-8-2004 BY ORD. NO. 39-04] ===== PAGE 4 =====
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## TEST PIT LOGS TP#1 (ELEV=167.9±) 0-5” ORGANIC LAYER 5-13” 10YR 4/3 LOAMY SAND 13-30” 10YR 5/4 LOAMY SAND 30-62” 5YR 5/8 LOAMY SAND 62-88” 5YR 6/1 6/8 LOAMY SAND 88-120” 10YR 6/4 5YR 5/8 LOAMY SAND S.H.W.T. @ 62"(ELEV=162.8±) 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#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#7 (ELEV=165.3±) TEST PITS CLASSIFIED BY P.D.S. ON 1/13/20 ## STORMWATER BASIN NOTES 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±) CHERYL DRIVE (50' R.O.W.) (UNIMPROVED, PAPER STREET) 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 2. 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. 3. 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. 4. A GROUNDWATER MOUNDING ANALYSIS INDICATES NO ADVERSE IMPACT TO ADJACENT WATERBODIES, WETLANDS, STRUCTURES OR SEPTICS. 5. 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. 6. 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. 7. 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. 8. AS-BUILT PLANS MUST BE PERFORMED OF THE COMPLETED BASIN AND SUBMITTED TO THE TOWNSHIP ENGINEER TO ASSURE COMPLIANCE WITH THE DESIGN. 9. 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. 3. 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
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SCALE IN FEET GRADING & DRAINAGE NOTES 1. ALL STORMWATER INLETS TO BE TYPE 'B' UNLESS OTHERWISE NOTED. 2. BUILDING ROOF DRAINS MUST CONNECT TO THE DRAINAGE SYSTEM. 3. 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.
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. #5394PRELIMINARY & FINAL MAJOR SITE PLAN STORM DRAINAGE & UTILITY PLAN FOR BLOCK 102 - LOT 1 TOWNSHIP OF JACKSON OCEAN COUNTY NEW JERSEY
52/27/24REVISED BUILDING #1 LOCATIONSDC
44/3/23REVISED PER MCPBSDC
34/28/22REVISED PER JACKSON TOWNSHIP & MON. COUNTY PLANNING BOARDSSDC
212/15/21REVISED PER OCPBSDC
111/22/21REVISED PER NJDEPSDC
NO.DATEDESCRIPTIONBY
===== PAGE 5 ===== NOTE: ALL LANDSCAPE TREES SHALL CONFORM TO THE "BEST QUALITY" TREE TRUNK STRUCTURE SHOWN AT THE "PLANTING TREES IN LANDSCAPES" WEB SITE BY DR. ED GILMAN. REFER TO IMAGE AT: HTTP://HORT.IFAS.UFL.EDU/WOODY/PLANTING/ ILLUSTRATIONS (OR PHOTOS) BY EDWARD F. GILMAN, PROFESSOR, ENVIRONMENTAL HORTICULTURE DEPARTMENT, IFAS, UNIVERSITY OF FLORIDA.
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## PLANTING SCHEDULE
KEYQTYBOTANICAL NAMECOMMON NAMEINSTALLED HEIGHTCALIPERROOTCOMMENTS
Shade Trees
NS3Nyssa sylvaticaBlack Gum21/2 quot;B&BSpring Planting only
QA7Quercus albaWhite Oak21/2 quot;B&BLimbed up to 7', Spring Planting only
QV7Quercus velutinaBlack Oak21/2 quot;B&BLimbed up to 7', Spring Planting only
BN3Betula nigraRiver Birch21/2 quot;B&BMulti-stem, Spring Planting only
Ornamental Trees
AC9Amalanchier candensisServiceberry$ 6' - 8' $B&BSingle Stem
AS7Amalanchier candensisServiceberry$ 6' - 8' $B&BMulti-Stem
HV3Hamamelis virginianaAmerican Witch Hazel$ 6' - 8' $B&BMulti-stem
SA3Sassafras albidumSassafras$ 6' - 8' $B&BMulti-stem
Evergreen Trees
IO11Ilex opacaAmerican Holly$ 6' - 8' $B&BPlant 3 male pollinators
JV18Juniperus virginianaEastern Red Cedar$ 6' - 8' $B&B
PA11Picea abiesNorway Spruce$ 6' - 8' $B&B
TO32Thuja occidentalis 'Nigra'Dark America Arborvitae$ 6' - 8' $B&B
Shrubs
CA14Clethra alnifolia 'Hummingbird'Hummingbird Summersweet$ 24" - 30" $#5 cont
CS67Cornus sericeaRed-twig Dogwood$ 30" - 36" $#5 cont
IG32Ilex glabraInkberry Holly$ 24" - 30" $#5 cont
HV3Hydrangea quercifoliaOakleaf Hydrangea$ 24" - 30" $#5 cont
JS28Juniperus sabina 'Monard'Moor-Dense Juniper$ 24" - 30" $#5 cont
LB16Lindera benzoinNorthern Spicebush$ 24" - 30" $#5 cont
PJ44Pieris japonica 'Mountain Fire'Mountain Fire Japanese Pieris$ 30" - 36" $#5 cont
RA36Rhus aromatica 'Gro-Low'Grow-Low Fragrant Sumac$ 24" - 30" $#5 cont
RM18Rhododendron maximumRosebay Rhododendron$ 30" - 36" $#5 cont
VP6Viburnum prunifoliumBlackhaw Vibrunum$ 30" - 36" $#5 cont
IV16Ilex verticillata 'Winter Red'Winter Red Winterberry$ 30" - 36" $#5 contPlant 2 'Jim Dandy' as Pollinator
VT10Viburnum trilobumCranberry Viburnum$ 30" - 36" $#5 cont
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: (a) REMOVAL, EXCAVATION, GRADING OR DISTURBANCE OF THE SOIL. (b) DUMPING OR FILLING WITH ANY MATERIALS. (c) ERECTION OF STRUCTURES. (d) PLACEMENT OF PAVEMENTS OR ANY IMPERVIOUS COVER. (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: (a) NORMAL PROPERTY MAINTENANCE, WHICH MEANS ACTIVITIES REQUIRED TO MAINTAIN LAWFULLY EXISTING ARTIFICIAL AND NATURAL FEATURES, AND LANDSCAPING. (b) MOWING OF EXISTING LAWN OR FIELD. (c) PRUNING OF TREES AND SHRUBS. (d) SELECTIVE CUTTING OF TREES WITH THE APPROVAL OF THE TOWNSHIP FORESTER. (e) REPLACEMENT OF EXISTING NONNATIVE PLANTS WITH EITHER NATIVE OR NONNATIVE SPECIES. (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. (i) TEMPORARY PLACEMENT OF SCAFFOLDS, LADDERS OR CONSTRUCTION SUPPORTS FOR A PERIOD NOT TO EXCEED SIX MONTHS. (h) MAINTENANCE OF ARTIFICIAL FEATURES, INCLUDING THE REPAIR, REHABILITATION, REPLACEMENT, MAINTENANCE OR RECONSTRUCTION OF ANY PREVIOUSLY AUTHORIZED SERVICEABLE STRUCTURE. (g) PLANTING OF NATIVE SPECIES. (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. (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. (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. (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. ## 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. 1. AN IDENTIFICATION TAG ATTACHED AT THE NURSERY INDICATING THE EXACT VARIETY WILL BE REQUIRED ON AT LEAST ONE TREE OF EACH VARIETY PLANTED. ## PLANT NOTES 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 2. ALL NEW LANDSCAPING SHALL HAVE A GUARANTEE A PERIOD OF TWO YEARS FOR ALL PLANTINGS.
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PROFESSIONAL DESIGN SERVICES, L.L.C.PRELIMINARY & FINAL MAJOR SITE PLAN\nLANDSCAPE & TREE SAVE PLAN\nFOR BLOCK 102 - LOT 1\nTOWNSHIP OF JACKSON\nOCEAN COUNTY NEW JERSEY
CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES\n1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701\nPHONE 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. #5394SCALE: 1" = 50'DATE: JUNE 3, 2020JOB NUMBER: 18120SHEET 8 23
DRAWN BY: SDCDESIGNED BY: WASCHECKED BY: WAS
===== PAGE 6 =====
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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"
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1729 ROUTE 35 WALL, NEW JERSEY 07719
phone732.262.0046732.262.0045
facsimile732.262.0045info@tm-architects.com
Email
Richard P. Tokarski Jr., AIAN.J. LICENSE # AI 13755N.Y. LICENSE # 026282
CERTIFICATE OF AUTHORIZATION No. AC33200 New Construction for: FLEX SPACES 463 MONMOUTH RD Jackson, New Jersey 08527 Lot I. Block 102 New Construction for
24/29/22FINISH & COLOR UPDATES
14/20/21DELINEATION
REV.:DATE:DESCRIPTION:
Flex Space #1 Floor Plan
PROJECT NO.: 2029DRAWN BY: SMF
DATE ISSUED: May 20, 2020
SHEET NO.: Image
===== PAGE 7 =====
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5 Enlarged Elevation 1/4" = 1'-0" 3 Left Elevation (West) 3/32"=1'-0"
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TOKARSKI + MILLEMANN ARCHITECTS LLC
1729 ROUTE 35 WALL, NEW JERSEY 07719 phone facsimile Email732.262.0046 732.262.0045 info@tm-architects.com
[F28] CERTIFICATE OF AUTHORIZATION No. AC33200
[F22]
2023/12/22FINISH & COLOR UPDATES
24/27/22FINISH & COLOR UPDATES
14/20/21DELINEATION
REV.:DATE:DESCRIPTION:
Flex Space #1 Elevations
PROJECT NO.: 2024DRAWN BY: SMF
DATE ISSUED: May 20, 2020
SHEET NO.:
===== PAGE 8 =====
ImageSHEET NO.:PROJECT NO.:May 20, 202033/30/23463 MONMOUTH RD Jackson, New Jersey 08527 Lot I, Block 102New Construction for:CERTIFICATE OF AUTHORIZATION No. AC33200Richard P. Tolarski Jr., AIA info@tm-architects.com1729 ROUTE 35 WALL, NEW JERSEY 07719 phone facsimile Email
DATE ISSUED:PROJECT NO.:202424/21/22FINAL SITE PLAN APPROVAL3/30/233/30/23732.262.0046 732.262.0045 info@tm-architects.com
DRAWING BY:SMFDRAWING BY:DESIGNATIONDESCRIPTION:DESIGNATIONDESCRIPTION:DESCRIPTION:N.J. LICENSE # AI 13755 N.Y. LICENSE # 026282
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GROSS FLOOR AREA = 30,531 SF GROSS OFFICE AREA = 3,200 SF GROSS WAREHOUSE AREA = 27,331 SF 3/32" = |1-0"
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===== PAGE 9 =====
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TOP OF COPING
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3 Left Elevation (North) 3/32" = 1'-0" 2 Right Elevation (South) 3/32" = 1'-0" EMBEDDED THIN BRICK VENEER ON TILT-UP CONCRETE INSULATED PANEL-TYP.
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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 R New Construction for FLEX SPACES MONMOUTH Nurforsen 08527 463 MONMOUTH Jackson, New Jersey 08527 Lot L Block 102
33/30/23FINAL SITE PLAN APPROVAL
24/21/22FINISH & COLOR UPDATES
14/20/21DELINEATION
REV.:DATE:DESCRIPTION:
Flex Space #2 Elevations
PROJECT NO.: 2029DRAWN BY: SMF
DATE ISSUED: May 20, 2020
SHEET NO.: Image
===== PAGE 10 =====
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1729 ROUTE 35 WALL, NEW JERSEY 07719 phone 732.262.0046 facsimile 732.262.0045 Email info@tm-architects.com
Richard P. Tokarski Jr., AIA
N.J. LICENSE # AI 13755\nN.Y. LICENSE # 026282
CERTIFICATE OF AUTHORIZATION No. AC33200
New Construction for: FLEX SPACES 463 MONUTH RD Jackson, New Jersey 08527 Lot I, Block 102
3 A-6
3|5'-O''
SHEET NO.:
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A-6
4 A-6
WAREHOUSE WAREHOUSE 3 3/30/23 FINAL SITE PLAN APPROVAL 2 4/27/22 FINISH $ COLOR UPDATES 1 4/20/21 DELINEATION REV.: DATE: DESCRIPTION:
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DATE ISSUED: May 20, 2020 PROJECT NO.: 2029 DRAWN BY: SMF Flex Space #3 Floor Plan ===== PAGE 11 =====
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3 Left Elevation (South) 3/32" = 1'-0" 2 Right Elevation (North) 3/32" = 1'-0"
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WALL, NEW JERSEY 07719 phone facsimile Email Richard P. Tokarski Jr., AIA732.262.0046 732.262.0045 info@tm-architects.com732.262.0046 732.262.0045 N.J. LICENSE # AI 13755 N.Y. LICENSE # 026282
CERTIFICATE OF AUTHORIZATION No. AC33200 [F2]
33/30/23FINAL SITE PLAN APPROVAL
24/21/22FINISH & COLOR UPDATES
14/20/21DELINEATION
REV.:DATE:DESCRIPTION:
Flex Space #3 Elevations
PROJECT NO.: 2029DRAWN BY: SMF
DATE ISSUED: May 20, 2020
SHEET NO.: [F27]
===== PAGE 12 =====
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1729 ROUTE 35 WALL, NEW JERSEY 07719 phone 732.262.0046 facsimile 732.262.0045 Email info@tm-architects.com
Richard P. Tokarski Jr., AIA
N.J. LICENSE # AI 13755
N.Y. LICENSE # 026282
CERTIFICATE OF AUTHORIZATION No. AC33200 New Construction for: FLEX SPACES FLEX SPALES 463 MONMOUTH RD lackson, New Jersey 08527 Jackson, New Jersey 0027 Lot I, Block 102
REV.:DATE:DESCRIPTION:
Exterior Render
PROJECT NO.: 2029DRAWN BY: SMF
DATE ISSUED: May 20, 2020
SHEET NO.: [F2]