===== PAGE 1 ===== EXISTING LEGEND:

## PROPOSED LEGEND ELEC ELECTRIC METER CO CLEAN OUT UTILB UTILITY BOX UTILITY POLE 101.2 × → SPOT ELEVATION DIRECTION OF FLOW PROPOSED CONTOUR REINFORCED CONCRETE DRIVEWAY APRON CONCRETE PAVING DGE OF BITUMINOUS ONCRETE PAVING CONCRETE SIDEWALK CONCRETE VERTICAL CURB DEPRESSED CONCRETE VERTICAL CURB -100— EXISTING CONTOUR ## TO BE NOTIFIED

Block-Lot: 6002-5	Block-Lot: 5811-2
HAMELIN, JOSEPH E & BROOKE A	SHERMAN, KELLY & THOMAS, GEORGE
1247 ALDRICH ROAD	7 JUNIPER LANE
JACKSON NJ 08527	JACKSON NJ 08527
RE: 1247 ALDRICH ROAD	RE: 7 JUNIPER LANE
Block-Lot: 6002-4	Block-Lot: 5811-13
LEWIS, ASHLEY & MURGA, ROBERT II	HOFFMAN, CHAIM & CHAYA R
1243 ALDRICH RD	1234 ALDRICH RD
JACKSON NJ 08527	JACKSON NJ 08527
RE: 1243 ALDRICH ROAD	RE: 1234 ALDRICH ROAD
Block-Lot: 5811-10	Block-Lot: 5811-14
CORDERO, KEITH A	SHAPIRO, BRACHA
1248 ALDRICH ROAD	1230 ALDRICH RD
JACKSON NJ 08527	JACKSON NJ 08527
RE: 1248 ALDRICH ROAD	RE: 1230 ALDRICH ROAD
Block-Lot: 5811-11	Block-Lot: 5811-1
WALCZAK, CAROL B	WEISS, IDY
1244 ALDRICH RD	PO BOX 821
JACKSON NJ 08527	LAKEWOOD NJ 08701
RE: 1244 ALDRICH ROAD	RE: 4 W CONNECTICUT CONCOURSE
Block-Lot: 5811-12	Block-Lot: 5811-15
ACKERMAN, BRIAN & KRISTEN	DEER HOLLOW LLC
1240 ALDRICH ROAD	2429 RIVERSIDE TERRACE
JACKSON NJ 08527	MANASQUAN NJ 08736
RE: 1240 ALDRICH ROAD	RE: 1224 ALDRICH ROAD
Block-Lot: 5812-38	Block-Lot: 6001-9
FISHER, SAMUEL & AIDEL	JOSEPH, GARY O & LISA B
3 W CONNECTICUT CONCOURSE	101 E CONNECTICUT CONCOUR
JACKSON NJ 08527	JACKSON NJ 08527
RE: 3 W CONNECTICUT CONCOURSE	RE: 101 E CONNECTICUT CONCOUR
Block-Lot: 5812-39	Block-Lot: 6002-19
KLEIN, NECHAMA M & MALKA	HOUGH, KIM T
1220 ALDRICH ROAD	90 E CONNECTICUT CONCOURS
JACKSON NJ 08527	JACKSON NJ 08527
RE: 1220 ALDRICH ROAD	RE: 90 E CONNECTICUT CONCOURS
Block-Lot: 5812-40	Block-Lot: 6001-8
AHO, LISA	SCHEIER, YAAKOV & BLIMA
1214 ALDRICH RD	125 E 4TH STREET
JACKSON NJ 08527	LAKEWOOD NJ 08701
RE: 1214 ALDRICH ROAD	RE: 1215 ALDRICH ROAD
Block-Lot: 6002-16	Block-Lot: 6001-10
GULYA, RICHARD & MICHELLE	SPRY, JAMES F
7 HELOCK CT	99 E CONNECTICUT CONC
JACKSON NJ 08527	JACKSON NJ 08527
RE: 7 HELOCK COURT	RE: 99 E CONNECTICUT CONCOURS
Block-Lot: 6002-17	Block-Lot: 6001-11
HAVENS, RENEE	KRUKOWSKI, DAVID P & MADELINE M
5 HELOCK CT	97 E CONNECTICUT CONC
JACKSON NJ 08527	JACKSON NJ 08527
RE: 5 HELOCK COURT	RE: 97 E CONNECTICUT CONCOURS
Block-Lot: 6002-18	Block-Lot: 6001-14
BERGMAN, ABRAHAM	KAVANAGH, SHAWN P & STACEY A
147-11 68TH ROAD	13 RHODE ISLAND DR
FLUSHING NY 11367	JACKSON NJ 08527
RE: 3 HELOCK COURT	RE: 13 RHODE ISLAND DRIVE
Block-Lot: 6002-20	Block-Lot: 6001-12
CORIAT, YESHAYA & GITA	MERSINGER, WILLIAM G & BRENDA M
92 E CONNECTICUT CONCOURS	7 SOUTH CAROLINA STREET
JACKSON NJ 08527	JACKSON NJ 08527
RE: 92 E CONNECTICUT CONCOURS	RE: 7 S CAROLINA STREET
Block-Lot: 6002-21	Block-Lot: 6010-2
HABERMAN, MICHAEL P JR & LYNN E	PANEQUE, HELEN
94 E CONNECTICUT CONCOURS	8 S CAROLINA ST
JACKSON NJ 08527	JACKSON NJ 08527
RE: 94 E CONNECTICUT CONCOURS	RE: 8 S CAROLINA STREET

Block-Lot: 6010-3 CAVANAUGH, ROBERT C & PATRICIA 93 E CONNECTICUT CONC JACKSON NJ 08527 RE: 93 E CONNECTICUT CONCOURS Block-Lot: 6010-1 DURSO, LAURENCE R & BONNIE M 6 S CAROLINA ST JACKSON NJ 08527 RE: 6 S CAROLINA STREET Utilities: NJ Natural Gas Co., P.O. Box 1464, Wall, NJ 07719 JCP & L Co., 300 Madison Avenue, Morristown, NJ 07932 Monmouth Cablevision Assoc., 1501 18th Ave, Wall Twp, NJ 07719 Verizon New Jersey Inc., 777 Parkway Ave, Trenton, NJ 08618 # PRELIMINARY AND FINAL MAJOR SITE PLAN

SITE ___ ZONING MAP 1" = 2500'

NAD8.3 ## VICINITY MAP SITE - 1" = 1,000' ZONING ANALYSIS ZONE: R-15 (PLACE OF WORSHIP)

BULK AND YARD REQUIREMENTS

REQUIRED

EXISTING

PROPOSED

MINIMUM LOT AREA	20,000 SF	70,061.00 SF	65,073.92 SF
MINIMUM LOT WIDTH (FT.)	80 FT.	373.55 FT.	374.71 FT.
MINIMUM LOT DEPTH (FT.)	120 FT.	185.00 FT.	171.50 FT.
MINIMUM LOT FRONTAGE (FT.)	100 FT.	370.96 FT.	370.96 FT.
PRINCIPAL BUILDING
FRONT YARD SETBACK (FT.)	30 FT.	69.9 FT.	48.35 FT.
SIDE YARD SETBACK (FT.)	10 FT.	177.4 FT.	SAME
SIDE YARD SETBACK (FT.)	10 FT.	139.4 FT.	79.75 FT.
REAR YARD SETBACK (FT.)	35 FT.	55.6 FT.	40.48 FT.
MAX. BUILDING HEIGHT	35 FT.	<35 FT.	<35 FT.
MAX. BUILDING COVERAGE	35%	4.1%	9.7%
IMPERVIOUS COVERAGE	70%	10.0%	62.4%

## WAIVERS §244-197K(1) ISLAND LESS THAN 10' WIDE PARKING REQUIREMENTS: #### 1.25 /100 SF 2914 SF MAIN CONG. SEATING 1.00/100 2244 SF ASSEMBLY RESIDENCE TOTAL REQUIRED PROVIDED: 56 PLUS CREDIT FOR 6 EV SPACES

INDEX OF SHEETS:
SHEET #:	SHEET TITLE:	INITIAL RELEASE:	REV. DATE:
1 of 19	COVER SHEET	01/22/24	03/26/26
2 of 19	EXISTING CONDITIONS & DEMOLITION PLAN	01/22/24	03/26/26
3 of 19	SITE PLAN	01/22/24	03/26/26
4 of 19	GRADING, DRAINAGE & UTILITY PLAN	01/22/24	03/26/26
5 of 19	LANDSCAPE & TREE SAVE PLAN	01/22/24	03/26/26
6 of 19	LIGHTING PLAN	01/22/24	03/26/26
7 of 19	LANDSCAPE & LIGHTING DETAILS	01/22/24	03/26/26
8 of 19	SOIL EROSION & SEDIMENT CONTROL PLAN	01/22/24	03/26/26
9 of 19	SOIL EROSION & SEDIMENT CONTROL DETAILS	01/22/24	03/26/26
10 of 19	SOIL EROSION & SEDIMENT CONTROL DETAILS	01/22/24	03/26/26
11 of 19	SOIL EROSION & SEDIMENT CONTROL DETAILS	01/22/24	03/26/26
12 of 19	CIRCULATION PLAN	01/22/24	03/26/26
13 of 19	CIRCULATION PLAN	01/22/24	03/26/26
14 of 19	CIRCULATION PLAN	01/22/24	03/26/26
15 of 19	ROADWAY PROFILE	01/22/24	03/26/26
16 of 19	ROADWAY CROSS SECTIONS (1 OF 2)	01/22/24	03/26/26
17 of 19	ROADWAY CROSS SECTIONS (2 OF 2)	01/22/24	03/26/26
18 of 19	CONSTRUCTION DETAILS	01/22/24	03/26/26
19 of 19	CONSTRUCTION DETAILS	01/22/24	03/26/26

SITE ___ TAX MAP 1" = 200' ## GENERAL NOTES: 1. OWNER: ___ 1. OWNER: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM 1231 ALDRICH ROAD JACKSON, NJ 08527 2. APPLICANT: KEHILLA DBROOKWOOD IV 5 TRENTON STREET JACKSON, NJ 08527 PH. 848-210-4713 3. THE PROPERTY IS KNOWN AS LOTS 2 &3 BLOCK 6002 AS SHOWN ON THE OFFICIAL TAX MAPS FOR THE TOWNSHIP OF JACKSON, OCEAN COUNTY, NEW JERSEY, SHEET NUMBER 60 AND CONSISTS OF 72,811 SF. OUTBOUND AND TOPOGRAPHIC INFORMATION DEPICTED HEREON TAKEN FROM A PLAN ENTITLED "OUTBOUND & TOPOGRAPHIC SURVEY PREPARED FOR LOTS 1, 2 &3 BLOCK 6002 PREPARED BY CLEARPOINT SERVICES, LLC., DATED 02/21/2022. 5. ZONE: R-15 RESIDENTIAL 6. PROPOSED USE: PLACE OF WORSHIP; RESIDENCE 7. RESIDENCE TO REMAIN. 8. THE SITE WILL CONNECT TO PUBLIC SEWER AND WATER. 9. THIS SET OF PLANS HAS BEEN PREPARED FOR PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THESE PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE DRAWINGS AND EACH DRAWING HAS BEEN REVISED TO INDICATE "ISSUED FOR CONSTRUCTION." 10. EXISTING UTILITIES CONNECTIONS SHALL BE USED IF POSSIBLE. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS SATISFACTION PRIOR TO EXCAVATION, AND NOTIFY NJ ONECALL AS REQUIRED BY LAW. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENT AS REQUIRED TO AVOID CONFLICTS. 11. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: 11.1. N.J. DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", AS CURRENTLY AMENDED. 11.2. CURRENT, PREVAILING MUNICIPAL AND/OR COUNTY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. 11.3. CURRENT, PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS AND REQUIREMENTS. 11.4. STANDARDS FOR SOIL SOIL EROSION AND SEDIMENT CONTROL. 12. DIRECT ROOF LEADERS TO UNDERGROUND STORAGE. 13. CONTRACTOR SHALL NOTIFY THE UNDERSIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HERON AND/OR IF SUCH CONDITIONS, IN THE CONTRACTOR'S OPINION WOULD OR COULD RENDER THE DESIGN SHOWN HEREON INAPPROPRIATE OR INEFFECTIVE. 14. CONTRACTOR SHALL COORDINATE ANY UTILITY POLE RELOCATIONS. 15. THIS PLAN IS SUBJECT TO ALL LOCAL AND STATE REGULATORY PERMITS, AGENCY REVIEW AND APPROVAL. 16. COORDINATES, BEARINGS AND ELEVATIONS ARE BASED OFF AN ASSUMED DATUM. ## NOTES: 1. THE KITCHEN WILL NOT BE FOR COOKING. KITCHEN WILL ONLY BE USED FOR WARMING AND SERVING FOOD. 2. THE FACILITY WILL NOT BE USED FOR WEDDING, BANQUET HALL OR THIRD PARTY NON MEMBER CONTRACTUAL USE. CERTIFICATION: APPROVED BY THE PLANNING BOARD OF JACKSON TOWNSHIP OCEAN COUNTY, NEW JERSEY RESOLUTION NO.:

CHAIRMAN SECRETARY DATE ENGINEER DATE

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS

REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS

REV. - 10-18-2024 REVISED FOR SCD COMMENTS

REV. - 8-06-2024 REVISED FOR SCD COMMENTS

COVER SHEET

PRELIMINARY & FINAL MAJOR SITE PLAN\n1231 ALDRICH ROAD\nBLOCK 6002 LOTS 2 & 3\nTOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY\nOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV

HALER CONSULTING SITE ENGINEERING 21 S HOPE CHAPEL ROAD, UNIT 206 JACKSON, NEW JERSEY 08527 PH.(732) 806-7541 F.(732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300

22-130 SCALE

ERIC HALPERT PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 01-22-2024 ===== PAGE 2 =====

PRELIMINARY & FINAL MAJOR SITE PLAN 1231 ALDRICH ROAD BLOCK 6002 LOTS 2 & 3 TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV
HALER CONSULTING SITE ENGINEERING	PROJECT NO.	22-130
	SCALE	1" = 20'
	DATE	01-22-2024
	SHEET NO.	2 OF 19
	PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488	2 OF 19

REV. - 03-26-2026	REVISED FOR REVIEW COMMENTS
REV. - 03-30-2025	REVISED FOR RESOLUTION COMPLIANCE
REV. - 02-26-2025	REVISED FOR RESOLUTION COMPLIANCE
REV. - 11-08-2024	REVISED FOR OCEAN COUNTY COMMENTS
REV. - 10-18-2024	REVISED FOR SCD COMMENTS
REV. - 8-06-2024	REVISED FOR SCD COMMENTS
EXISTING CONDITIONS & DEMOLITION PLAN

# POINT 294 430 460 463 481 487 489 495 496 499 603 617 314 471 277 306 426 490 492 602

TREE TABLE DESCRIPTION WIDTH NOTE 6 EXEMPT 6 REMAIN 6 REMAIN 6 REMOVE

<nl>

===== PAGE 3 =====

===== PAGE 4 ===== PROJECT NO. 22-130 SCALE 1" = 20' DATE 01-22-2024 SHEET NO. A of 19

HALER CONSULTING SITE ENGINEERING 21 S HOPE CHAPEL ROAD, UNIT 206 JACKSON, NEW JERSEY 08527 PH.(732) 806-7541 F.(732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300 PRELIMINARY & FINAL MAJOR SITE PLAN 1231 ALDRICH ROAD BLOCK 6002 LOTS 2 & 3 TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV

REV. - 03-26-2026	REVISED FOR REVIEW COMMENTS
REV. - 03-30-2025	REVISED FOR RESOLUTION COMPLIANCE
REV. - 02-26-2025	REVISED FOR RESOLUTION COMPLIANCE
REV. - 11-08-2024	REVISED FOR OCEAN COUNTY COMMENTS
REV. - 10-18-2024	REVISED FOR SCD COMMENTS
REV. - 8-06-2024	REVISED FOR SCD COMMENTS
GRADING, DRAINAGE & UTILITY PLAN

===== PAGE 5 =====

PROPOSED PLANT SCHEDULE
KEY	QTY	LATIN NAME	COMMON NAME	SIZE	NOTES	SYMBOL
SHADE TREES
SO	07	QUERCUS BICOLOR	SWAMP WHITE OAK	2"-2.5" CAL.	B+B
RM	01	ACER RUBRUM	RED MAPLE	2"-2.5" CAL.	B+B
NS	06	NYSSA SYLVATICA	BLACK GUM	2"-2.5" CAL.	B+B
EVERGREENS
WJ	11	JUNIPERUS SCOPULORUM "WICHITA BLUE"	WICHITA BLUE JUNIPER	5' HT	B&B
JV	28	JUNIPERUS VIRGINIANA "TAYLOR"	TAYLOR EASTERN RED CEDAR	5' HT	B&B
TG	19	THUJA "GREEN GIANT"	THUJA GREEN GIANT ARBORVITAE	6-8' HT	B&B
PA	05	NORWAY SPRUCE	PICEA ABIES	6-8' HT	B&B
HJ	10	HOLLYWOOD JUNIPER	JUNIPERUS CHINENSIS "TORULOSA"	5' HT	B&B
FLOWERING TREES
CC	07	CERCIS CANADENSIS	RED BUD	2"-2.5" CAL.	B&B
CF	02	CORNUS FLORIDA	FLOWERING DOGWOOD	2"-2.5" CAL.	B&B
SHRUBS/PERENNIALS
GS	08	RHUS AROMATICA "GRO-LOW"	GRO-LOW SUMAC	24"-30" HT	DENSE,SYMMETRICAL
AZ	20	RHODODENDRON X "DELAWARE VALLEY WHITE"	DELAWARE VALLEY WHITE AZALEA	24"-30" HT	DENSE,SYMMETRICAL
SG	39	JUNIPERUS CHINENSIS "SEA GREEN"	SEA GREEN	3-4' HT	DENSE,SYMMETRICAL
GV	23	BUXUS "GREEN VELVET"	GREEN VELVET BOXWOOD	3-4' HT	DENSE,SYMMETRICAL
PM	25	MUHLENBERGIA CAPILLARIS	PINK MUHLY GRASS	#2 CONTAINER	DENSE,SYMMETRICAL
LH	23	ITEA VIRGINICA	LITTLE HENRY SWEETSPIRE	2-3' HT	DENSE,SYMMETRICAL
SW	05	HYPERICUM PROLIFICUM	SHRUBBY St. JHON'S-WORT	2-3' HT	DENSE,SYMMETRICAL
MO	09	ALLIUM HYBRID	MILLENIUM ORNAMENTAL ONION	#2 CONTAINER	DENSE,SYMMETRICAL
DF	14	FOTHERGILLA GARDENII	DWARF FOTHERGILLA	2'-3' HT	DENSE,SYMMETRICAL
BB	17	PURPLE BEAUTYBERRY	CALLICARPA DICHOTOMA	2'-3' HT	DENSE,SYMMETRICAL

No. OF TREES	SIZE/DIAMETER
TO BE REMOVED	OF REPLACEMENT
35	GREATER THAN 6 UP TO 10	35
29	GREATER THAN 10 UP TO 16	58
10	GREATER THAN 16 UP TO 23	20
11	GREATER THAN 23 UP TO 30	44
08	GREATER THAN 30	40
No. OF REPLACEMENT TREES REQUIRED 197
TREES TO BE PLANTED (NOT INCLUDING 07 STREET TREES) 80
NET TREE REPLACEMENT 117
TREE REPLACEMENT COST (PER 405-9,D) $240 PER TREE X 57 = $1,425
PROPOSED SHRUBS $20 X 183 = $3,660		LEGEND
FUND CONTRIBUTION		MULCH BED LINE
$2500/1.672 ACRE= $1,495.21
1,495.21-(80 X $240=-17,704.79)

## TREE REMOVAL NOTES: 1. THE CONTRACTOR MUST PROVIDE WRITTEN NOTICE TO THE JACKSON TOWNSHIP FORESTER A MINIM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF TREE REMOVAL OPERATIONS. 2. ALL TREES OUTSIDE EXEMPT AREA TO BE REMOVED UNLESS NOTED ON PLAN. 3. NUMBER OF TREES 6" DBH AND LARGER TO BE REMOVED IS 93. 197 TREES REQUIRED. 4. 4 FOOT HIGH VINYL SNOW FENCE TO BE PLACED AT LIMIT OF CLEARING PRIOR TO COMMENCEMENT TREE REMOVAL OPERATIONS. THE DEVELOPER SHALL SELECTIVELY THIN OR REMOVE ALL DEAD OR DYING VEGETATION, EITHER STANDING OR FALLEN, AND SHALL REMOVE, INCLUDING GRUBBING OUT STUMPS, ALL UNDESIRABLE TREES AND OTHER GROWTH. ALL TREE STUMPS AND OTHER TREE PARTS OR OTHER DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH THE LAW. NO TREE STUMPS, PORTIONS OF A TREE TRUNK OR LIMBS SHALL BE BURIED ANYWHERE IN THE DEVELOPMENT. NO TOPSOIL SHALL BE REMOVED FROM THE SITE OR USED AS SPOIL. ALL REGRADED AREAS AND ALL LAWN AREAS SHALL BE COVERED BY FIVE INCH MINIMUM THICKNESS OF TOPSOIL. A MAINTENANCE GUARANTEE SHALL BE FURNISHED BY THE DEVELOPER PRIOR TO THE RELEASE OF THE PERFORMANCE GUARANTEE. THE MAINTENANCE GUARANTEE SHALL BE TO THE EFFECT THAT THE APPLICANT, DEVELOPER, OWNER OR USER GUARANTEES THE COMPLETE MAINTENANCE OF ALL IMPROVEMENTS FOR A PERIOD OF TWO YEARS FROM THE RELEASE OF HIS PERFORMANCE GUARANTY.

NOTE:EXISTING VEGETATION WILL BE PROVIDED AS MAY BE DIRECTED BY THE INSPECTING ENGINEER SHOULD THE PRESERVATION OF EXISTING VEGETATION BE INADEQUATE TO PROVIDE PROPER SCREENING.

NOTE:ALL PLANT MATERIAL MUST CONFORM TO THE STANDARDS OF THE AMERICAN NURSERYMAN'S ASSOCIATION.

NOTE:ALL SHADES TREES, ORNAMENTAL TREES AND EVERGREEN TREES SHOULD BE INSTALLED A MINIMUM OF TEN (10) FEET FROM ALL UTILITIES.

NOTE:IRRIGATION WILL BE DESIGNED BY A NJDEP—CERTIFIED IRRIGATION CONTRACTOR.

NOTE:SUPPLEMENTAL SCREEN PLANTINGS WILL BE PROVIDED, AS MAY BE DIRECTED BY INSPECTING ENGINEER, SHOULD THE PRESERVATION OF EXISTING VEGETATION NOT BE ADEQUATE TO PROVIDING PROPER SCREENING.

NOTE:TREE REMOVAL PERMIT SHALL BE SECURED PRIOR TO ANY SITE DISTURBANCE.

BASIN SEED MIX

BOTANICAL NAME	COMMON NAME
20% PANICUM VIRGATUM, "HABITAT"-NJ ECOTYPE	SWITCHGRASS, "HABITAT"-NJ ECOTYPE	15 lb/acre
20% PANICUM AMARUM, ATLANTIC-VA ECOTYPE	COASTAL PANICGRASS, ATLANTIC-VA ECOTYPE	15 lb/acre
20% SORGHASTRUM NUTANS, NEW ENGLAND 2 ECOTYPE	INDIANGRASS, NEW ENGLAND 2 ECOTYPE	20 lb/acre
20% ELYMUS CANADENSIS	CANADA WILDRYE	20 lb/acre
10% AGROSTIS HYEMALIS, PIEDMONT NC ECOTYPE	WINTER BENTGRASS, PIEDMONT NC ECOTYPE	20 lb/acre
8.00% LTHYRUS SYLVESTRYS	FLAT PEA	20 lb/acre
1.00% JUNCUS EFFUSUS	SOFT RUSH	20 lb/acre
1.00% JUNCUS TENUIS, PA ECOTYPE	PATH RUSH, PA ECOTYPE	20 lb/acre
100.00%

BLOCK 6001 LOT 11 (TM) ## GENERAL NOTES: ### A. THIS PLAN TO BE USED ONLY FOR THE PURPOSES OF LANDSCAPING B. CONTRACTOR SHALL EXAMINE DRAWINGS AND REQUEST A MARKOUT OF FIELD CONDITIONS FOR SPECIFIC LOCATIONS OF UTILITIES, STRUCTURES, ETC. NOTIFY THE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY, IN REFERENCE TO DISCREPANCIES OR LOCATION CONFLICTS. WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT IS REQUIRED FOR ANY SUBSTANTIVE CHANGE. C. ALL PLANT RELOCATIONS SHALL BE SUBMITTED TO THE TOWNSHIP ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. D. IN THE EVENT THAT PLANT QUANTITY DISCREPANCIES OR MATERIAL OMISSIONS OCCUR IN THE PLANTING SCHEDULE, THE PLAN SHALL SUPERSEDE. ALL PLANTING MATERIALS AND METHODS SHALL MEET OR EXCEED THE THE REQUIREMENTS OF THE MUNICIPAL ORDINANCES OF JACKSON TOWNSHIP AND ANSI Z-60.1 (CURRENT VERSION), THE AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA). IN THE EVENT OF CONFLICT BETWEEN A.A.N. AND MUNICIPAL STANDARDS, THE MUNICIPAL REQUIREMENTS SHALL SUPERSEDE. ## ALL LANDSCAPING SHALL BE PLANTED SO AS TO NOT INTERFERE WITH UTILITY LINES, SIGHT TRIANGLES, UNDERGROUND UTILITIES OR PUBLIC WALKWAYS OR OTHER EXISTING OR PROPOSED STRUCTURES. ALL PLANT MATERIAL PROPOSED WITHIN THE REQUIRED SIGHT DISTANCES OR SIGHT TRIANGLES ARE SELECTED SO AS TO NOT EXCEED A MATURE GREATER THAN 30" ABOVE THE ELEVATION OF THE ADJACENT ROADWAY. STREET TREES AND SHADE TREES PLANTED NEAR PEDESTRIAN OR VEHICULAR ACCESSES, OR WITHIN REQUIRED SIGHT DISTANCES OR SIGHT TRIANGLE EASEMENTS SHALL NOT BE BRANCHED ANY LOWER THAN 8'-0" ABOVE GRADE, AND MUST BE APPROPRIATELY PRUNED. NO WOODY PLANTS, EXCEPT GROUNDCOVERS, ARE TO HAVE THEIR CENTERS CLOSER THAN 36" TO THE BACK OF THE CURB. 2. PLANT MATERIAL: A. NO PLANT SUBSTITUTION SHALL BE ALLOWED WITH REGARD TO SIZE, SPECIES, NAMED VARIETY OR CULTIVAR, WITHOUT PRIOR PERMISSION IN WRITING FROM THE LANDSCAPE ARCHITECT AND THE APPROVING AUTHORITY. B. ALL PLANTS SHALL BE DUG, PACKED, TRANSPORTED AND HANDLED WITH THE UTMOST CARE TO ENSURE ADEQUATE PROTECTION FROM INJURY DESICCATION. C. ALL PLANTS SHALL BE FREE FROM DISEASE AND INFESTATION, AND ALL LEGALLY REQUIRED AGRICULTURAL CERTIFICATIONS. D. ALL PLANTS SHALL BE PRUNED TO ENHANCE VIGOR PRIOR TO, OR UPON INSTALLATION, WHILE RETAINING NATURAL GROWTH HABIT OF THE PLANTS. THE CENTRAL LEADER SHALL NOT BE CUT: PLANT PROVIDED IN THIS CONDITION SHALL NOT BE ACCEPTED. DAMAGED, BROKEN OR CONFLICTING BRANCHES SHALL BE PRUNED CLEANLY, FLUSH WITH THE MAIN TRUNK OR BRANCH. E. ALL PLANTS SHALL BE NURSERY-GROWN AND TAGGED WITH A DURABLE LABEL INDICATING THE GENUS, SPECIES AND SPECIFIED VARIETY OR CULTIVAR. ### 3. PLANTING: SOIL MUST BE FROST-FREE, FRIABLE AND NOT MUDDY AT THE TIME OF PLANTING. BACKFILL MATERIAL FOR PLANTING PITS SHALL BE COMPOSED OF NATIVE OR IMPORTED NATURAL TOPSOIL, WITH AMENDMENTS AS REQUIRED TO MEET CURRENT NJDOT STANDARD SPECIFICATIONS, SECTION 909.10. SOIL SHALL CONTAIN NO ACIDIC MARL, NOR ANY LARGE STONES, LARGE STICKS, NOR ANY OTHER OBJECTIONABLE MATERIALS. C. PLANTS SHALL BE SET TO ULTIMATE FINISHED GRADE SO THAT THEY WILL BE LEFT IN THE RELATIONSHIP TO THE SURROUNDING GROUND AS THEY HAD, PRIOR TO BEING DUG. IF EVIDENCE OF SATURATED SOILS IS ENCOUNTERED DURING EXCAVATION OF THE PLANTING PITS, UPON DIRECTION BY THE LANDSCAPE ARCHITECT, PLANTS SHALL BE SET SO THAT THEIR BASE OF THE ROOT BALL IS ABOVE FULLY SATURATED SOIL OR STANDING WATER, WITH TOPSOIL AND MULCH GENTLY MOUNDED TO AVOID EXCESSIVE DRYING AT THE SURFACE. UNDER NO CIRCUMSTANCES SHALL PLANTINGS AT RELATIVELY DRY LOCATIONS BE PERFORMED IN A MOUNDED MANNER. IF, AND WHERE DEWATERING HAS OCCURRED, PROPER ELEVATION COMPENSATION MUST BE MADE. D. THE CORD BINDING THE BALL OF ALL BALLED AND BURLAPPED (B&B) PLANTS SHALL BE CUT AND REMOVED, AND BURLAP ON THE UPPER 1/3 OF THE ROOT BALL SHALL BE REMOVED. PLANTS WITH SYNTHETIC NON- DEGRADABLE ROOT BALL WRAPS SHALL NOT BE ACCEPTABLE. WIRE BASKETS, IF AND WHERE USED, SHALL BE COMPLETELY REMOVED PRIOR TO BACKFILLING THE PLANTING PIT E. ALL PROPOSED TREES SHALL BE SET IN BEDS MULCHED TO THE LIMIT OF THEIR PLANTING PITS. EXCEPT AS NOTED, ALL OTHER TYPES OF PLANTINGS SHALL BE SET IN CONTINUOUS, MASSED PLANTING BEDS, RATHER THAN ISOLATED INDIVIDUALS. ALL TREE AND SHRUB BEDS SHALL RECEIVE A 3" THICK APPLICATION OF A SHREDDED HARDWOOD MULCH, FREE FROM ANY OBJECTIONABLE OR FOREIGN MATERIALS. THE MULCH AT THE OUTER PERIMETER OF PLANTING PITS AND BEDS SHALL BE PREPARED SO THAT A 2" HIGH RIM TO RETAIN MOISTURE IS CONSTRUCTED. THE THICKNESS OF THE MULCH SHALL BE FEATHERED WITHIN 12" OF THE STEMS OR TRUNK, SO THAT THERE NO MORE THAN 1" THICKNESS OF MULCH. NO MULCH SHALL BE IN DIRECT PHYSICAL CONTACT WITH THE PLANTS' BRANCHING OR TRUNKS. ## MAINTENANCE A. ALL PLANTINGS SHALL BE WATERED AS NECESSARY FOR SOUND HORTICULTURAL PRACTICE DURING THE FIRST GROWING SEASON, TO ENSURE THEIR PROPER ESTABLISHMENT. B. IN GENERAL SHRUBS ARE TO BE PLANTED AT INTERVALS WHICH WILL ALLOW THEM TO FULLY DEVELOP INTO CONTINUOUS MASSES OF THE INDIVIDUAL SPECIES. THEREFORE, NO PRUNING TO SHAPE, OR SHEARING IS REQUIRED OR DESIRABLE. WHERE DEAD OR CONFLICTING BRANCHING DEVELOPS, IT SHOULD BE PRUNED OUT. C. STAKING, GUYING, AND TREE WRAPPING, IF AND WHERE USED, SHALL BE REMOVED AFTER THE FIRST GROWING SEASON, TO ENSURE UNENCUMBERED GROWTH.

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS

REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS

REV. - 10-18-2024 REVISED FOR SCD COMMENTS

REV. - 8-06-2024 REVISED FOR SCD COMMENTS

LANDSCAPE & TREE SAVE PLAN

PRELIMINARY & FINAL MAJOR SITE PLAN1231 ALDRICH ROADBLOCK 6002 LOTS 2 & 3TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEYOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV

21 S HOPE CHAPEL ROAD, UNIT 206 JACKSON, NEW JERSEY 08527 PH.(732) 806-7541 F.(732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300 22-130 ERIC HALPERT PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 01-22-2024 ===== PAGE 6 =====

LIGHT POLE AND FOUNDATION DETAIL

NOT TO SCALE

Schedule

Schedule
Symbol	Label	QTY	Manufacturer	Catalog	Description	Number Lamps	Lamp Output	LLF	Input Power
☐ ☐	B	4	Lithonia Lighting	DSX0 LED P5 40K T5W MVOLT	DSX0 LED P5 40K T5W MVOLT	1	12047	0.95	178
☐/☐	C	3	Lithonia Lighting	DSXW1 LED 10C 350 AMBPC T2S MVOLT HS	DSXW1 LED WITH (1) 10 LED LIGHT ENGINES, TYPE T2S OPTIC, AMBPC, @ 350mA WITH HOUSE-SIDE SHIELDS.	1	788	0.95	13.3
☐-O	A	3	Lithonia Lighting	DSX0 LED P5 40K T5W MVOLT	DSX0 LED P5 40K T5W MVOLT	1	12047	0.95	89

Statistics

Description	Symbol	Avg	Max	Min	Max/Min	Avg/Min
Calc Zone #1	+	2.2 fc	5.7 fc	0.5 fc	11.4:1	4.4:1

NOTE: CUTOFF SHIELDS TO BE PROVIDED TO PREVENT SPILLAGE NOTE: ALL SITE LIGHTING WILL BE ADJUSTED AS MAY BE DIRECTED BY THE TOWNSHIP/INSPECTING ENGINEER SHOULD UNANTICIPATED OFFSITE LIGHTING IMPACTS RESULT FROM THE DEVELOPMENT WHICH IS PROPOSED

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS

REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS

REV. - 10-18-2024 REVISED FOR SCD COMMENTS

REV. - 8-06-2024 REVISED FOR SCD COMMENTS

LIGHTING PLAN

PRELIMINARY & FINAL MAJOR SITE PLAN

1231 ALDRICH ROAD

BLOCK 6002 LOTS 2 & 3

TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY

OWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV

[F] [F7]	[F8]
JACKSON, NEW JERSEY 08527 PH. (732) 806-7541 F. (732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300	ERIC HALPERT SHEET NO. 6 of 19
PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488	ERIC HALPERT SHEET NO. 6 of 19

PROJECT NO.

===== PAGE 7 ===== ## PLANTING NOTES: 1. PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. 2. CENTRAL LEADER NOT TO BE DAMAGED OR CUT. 3. WIRE BASKETS TO BE REMOVED AT TIME OF PLANTING. DOUBLE #10 GA. GALVANIZED WIRE GUYS TWISTED

DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE ## NOTES: I. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 2. SOIL AMENDMENTS: · MODIFY HEAVY CLAY OR SILT SOILDS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) OR GYPSUM · MODIFY EXTREMELY SANDY SOILDS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX

GROUND COVER/PERENNIAL/ANNUAL PLANTING DETAIL ## PLANTING NOTES: PLANTED ON CENTER (SEE SPACING CHART) 1. PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY. 2. EXPANDABLE TREE WRAP SHALL BE BIODEGRADABLE. 3. CENTRAL LEADER SHALL NOT BE DAMAGED OR CUT. 4. WIRE BASKETS SHALL BE REMOVED AT TIME OF PLANTING. 5. ALL CONIFEROUS PLANTINGS TO BE ARBORVITAE. NOT TO SCALE — 2" DIA. HARDWOOD STAKES 2/3 TREE HT. - 2 PER TREE

CONIFEROUS TREE PLANTING DETAIL

1. Protecting Trees from Construction Damage- A Homeowners Guide, Gary R. Johnson, University Of Minnesota Extension Service, Saint Paul, MN, 1000

ROOT PROTECTION DURING CONSTRUCTION GUIDE

1. PLANTING DEPTH SHALL BE THE SAME AS GROWN IN NURSERY.

NOT TO SCALE

Specifications

d“series

l’anath.

Length:

## Width: (7.62 cm) 7" ___ W ___

	EXAMPLE: DSX0 LED P6 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD
	LEDs	Color temperature	Distribution	Voltage				Mounting
DSX0 LED	Forward optics	30K	3000 K	T1S	Type I short (Automotive)	T5S	Type V short3	MVOLT (120V-277V)5,6	Shipped included
	P1	P5	40K	T2S	Type II short	T5M	Type V medium3	XVOLT (277V-480V)7,8,9	SPA	Square pole mounting
	P2	P6	50K	T2M	Type II medium	T5W	Type V wide3	1206	RPA	Round pole mounting10
	P3	P71		T3S	Type III short	BLC	Backlight control4	2086	WBA	Wall bracket3
	P41			T3M	Type III medium	LCCO	Left corner cutoff4	2406	SPUMBA	Square pole universal mounting adaptor11
	Rotated optics			T4M	Type IV medium	RCCO	Right corner cutoff4	2776	RPUMBA	Round pole universal mounting adaptor11
	P102	P122		TFTM	Forward throw medium			3476	Shipped separately
	P112	P131,2		T5VS	Type V very short3			4806	KMA8 DDBXD U	Mast arm mounting bracket adaptor (specify finish)12

## Control options

Other options

Shipped installed\nNLTAIR2\nPIRHN\nPER\nPERS\nPER7\nDMG	PIR\nPIR3C3V\nPIR1FC3V	High/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 5fc19,20\nHigh/low, motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 5fc19,20\nHigh/low, motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc19,20	Shipped installed\nHS\nSF\nDF\nL90\nR90\nDDL\nHA\nBAA	House-side shield22\nSingle fuse (120, 277, 347V)6\nDouble fuse (208, 240, 480V)6\nLeft rotated optics2\nRight rotated optics2\nDiffused drop lens22\n50°C ambient operations1\nBuy America(n) Act Compliant	DDBXD\nDBLXD\nDNAXD\nDWHXD\nDDBTXD\nDDBBXD\nDNATXD\naluminum\nDWHGXD\nTextured white
NLIGHT AIR generation 2 enabled13,14\nNetwork, high/low motion/ambient sensor15\nNEMA twist-lock receptacle only (control ordered separate)16\nFive-pin receptacle only (control ordered separate)16,17\nSeven-pin receptacle only (leads exit fixture) (control ordered separate)16,17\n0-10V dimming extend out back of housing for external control (control ordered separate)18	PIR\nPIR3C3V\nPIR1FC3V\nFAO	Field adjustable output21	Shipped installed\nHS\nSF\nDF\nL90\nR90\nDDL\nHA\nBAA	House-side shield22\nSingle fuse (120, 277, 347V)6\nDouble fuse (208, 240, 480V)6\nLeft rotated optics2\nRight rotated optics2\nDiffused drop lens22\n50°C ambient operations1\nBuy America(n) Act Compliant	DDBXD\nDBLXD\nDNAXD\nDWHXD\nDDBTXD\nDDBBXD\nDNLATXD\naluminum\nDWHGXD\nTextured white

Impped separately BS Bird snikes23 ## FEATURES & SPECIFICATIONS ## INTENDED USE The sleek design of the D-Series Size 0 reflects the embedded high performance LED technology. It is ideal for many commercial and municipal applications, such as parking lots, plazas, campuses, and pedestrian areas. EGS External glare shield ## CONSTRUCTION Single-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED driver is mounted in direct contact with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). Low EPA (0.95 ft2) for optimized pole wind loading. ## FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and non-textured finishes. ## OPTICS Precision-molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in 3000 K, 4000 K or 5000 K (70 CRI) configurations. The D-Series Size 0 has zero uplight and qualifies as a Nighttime Friendly™ product, meaning it is consistent with the LEED® and Green Globes™ criteria for eliminating wasteful uplight. ## ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs mounted to meti core circuit boards to maximize heat dissipation and promote long life (up to L85/100,000 hours at 25circC). Class 1 electronic drivers are designed to have a power factor >90%, THD <20%, and an expected life of 100,000 hours with < failure rate. Easily serviceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). ## STANDARD CONTROLS The DSX0 LED area luminaire has a number of control options. DSX Size 0, comes standard with 0-10V dimming driver. Dusk to dawn controls can be utilized via optional NEMA twist-lock photocell receptacles. Integrated motion sensors with on-board photocells feature field-adjustable programming and are suitable for mounting heights up to 30 feet. ## nLIGHT AIR CONTROLS The DSX0 LED area luminaire is also available with nLight® AIR for the ultimate in wireless control. This powerful controls platform provides out-of-the-box basic motion sensing and photocontrol functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a smartphone and the easy-to-use CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over-ride can be achieved when used with the nLight Eclapse. Additional information about nLight Air can be found here. ## INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D-Series Size 0 to withstand up to a 3.0 G vibration load rating per ANSI C136.31. The D-Series Size 0 utilizes the AERIS™ series pole drilling pattern (template #8). Optional terminal block and NEMA photocontrol receptacle are also available. ## LISTINGS UL listed to meet U.S. and Canadian standards. UL Listed for wet locations. Light engines are IP66 rated; luminaire is IP65 rated. Rated for -40circC to 50circC ambient with HA option. U.S. Patent No. D672,492 S. International patent pending. DesignLights Consortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product may be DLC Premium qualified or DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark-Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. ## BUY AMERICAN Product with the BAA option is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT. Please refer to www.acuitybrands.com/buy-american for additional information. ## WARRANTY 5-year limited warranty. Complete warranty terms located at: www.acuitybrands.com/support/customer-support/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are designed or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice.

## Specifications

Luminaire			Back Box (BBW, E20WC)
Width:	13-3/4" (34.9 cm)	Weight:	12 lbs (5.4 kg)	Wit
Depth:	10"			De	6-3/8" (16.2 cm)
Height:				Height:	[F52]
[F37]	[F38]			[F52]	[F27]

## D-Series Size 1 LED Wall Luminaire

DSXW1 LED
Series	LEDs	Drive Current	Color temperature	Distribution	Voltage	Mounting	Control Options
DSXW1 LED	10C (one engine)	350 530 mA	30K 40K	3000 K	T25 Type II Short	MVOL2	Shipped included		Shipped installed
		530 700 mA	40K	4000 K	T2M Type II Medium	1203	(blank) Surface mounting		PE Photoelectric cell, button type6
	20C (two engines)1	700 1000 mA (1 A)1	50K	5000 K	T3S Type III Short	2083	BBW Surface-mounted back box (for conduit entry)5		DMG 0-10V dimming wires pulled outside fixture (for use with an external control, ordered separately)
			AMBPC	Amber phosphor converted	T3M Type III Medium	2403			PIR 180^circ motion/ambient light sensor, <15° mtg ht1/2
					T4M Type IV Medium	2773			PIRH 180^circ motion/ambient light sensor, 15-30° mtg ht1/2
					TFTM Forward Throw Medium	3473,4			PIR1FC3V Motion/ambient sensor, 8-15° mounting height, ambient sensor enabled at 1fc1/2
					TFTM Forward Throw	4803,4			PIRH1FC3V Motion/ambient sensor, 15-30° mounting height, ambient sensor enabled at 1fc1/2
					TFTM Forward Throw	4803,4			E20WC Emergency battery backup (includes external component enclosure), CA Title 20 compliant5,9
Other Options				Finish (required)
Shipped installed		Shipped separately11		DDBXD	Dark bronze	DSSXD	Sandstone	DWHGXD	Textured white
SF Single fuse (120, 277 or 347V)3,10		BSW Bird-deterrent spikes		DBLXD	Black	DDBTXD	Textured dark bronze	DSSTXD	Textured sandstone
DF Double fuse (208, 240 or 480V)3,10		VG Vandal guard		DNAXD	Natural aluminum	DBLBXD	Textured black
HS House-side shield11		DDL Diffused drop lens		DWHXD	White	DNATXD	Textured natural aluminum
SPD Separate surge protection12
Accessories		NOTES
Ordered and shipped separately.		1 20C 1000 is not available with PIR, PIRH, PIKIFLCV or FINIFLCV.
		2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz).
		3 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 only available with 20C, 700mA or 1000mA. Not available with PIR or PIPL.
		5 Back box ships installed on fixture. Cannot be field installer.
		6 Photocontrol (PE) requires 120, 208, 240^circ
		7 Reference Motion Sensor table on page 3.
		8 Same as old ELCW. Cold weather (-20C) rated. Not compatible with conduit.
		available with 347 or 480 voltage options. Emergency components located in back box housing.
		9 Not available with SPD.
		10 Not available with E20WC.
		11 Also available as a separate accessory; see Accessories information.

## J ## NOTES

Accessories	NOTES
Ordered and shipped separately	1 20C 1000 is not available with PIR, PIRH, PIR1FC3V or PIRH1FC3V.
	2 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz).
	3 Single fuse (SF) requires 120, 277 or 347 voltage option. Double fuse (DF) requires 208, 240 or 480 voltage option.
	4 Only available with 20C, 700mA or 1000mA. Not available with PIR or PIRH.
	5 Back box ships installed on fixture. Cannot be field installed. Cannot be ordered as an accessory.
	6 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option. Not available with motion/ambient light sensors (PIR or PIRH).
	7 Reference Motion Sensor table on page 3.
	8 Same as old ELCW. Cold weather (-20C) rated. Not compatible with conduit entry applications. Not available with BBW mounting option. Not available with fusing. Not available with 347 or 480 voltage options. Emergency components located in back box housing. Emergency mode IES files located on product page at www.lithonia.com
	9 Not available with SPD.
	10 Not available with E20WC.
	11 Also available as a separate accessory; see Accessories information.
	12 Not available with E20WC.

## FEATURES & SPECIFICATIONS ## INTENDED USE The energy savings to The energy savings, long life and easy-to-install design of the D-Series Wall Size 1 make it the smart choice for building-mounted doorway and pathway illumination for nearly any facility. ## CONSTRUCTION Two-piece die-cast aluminum housing has integral heat sink fins to optimize thermal management through conductive and convective cooling. Modular design allows for ease of maintenance. The LED driver is mounted to the door to thermally isolate it from the light engines for low operating temperature and long life. Housing is completely sealed against moisture and environmental contaminants (IP65). ## FINISH Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in textured and non-textured finishes. Precision-molded proprietary acrylic lenses provide multiple photometric distributions tailored specifically to building mounted applications. Light engines are available in 3000 K (70 min. CRI), 4000 K (70 min. CRI) or 5000 K (70 min. CRI) configurations. ## ELECTRICAL Light engine(s) consist of 10 high-efficacy LEDs mounted to a metal-core circuit board to maximize heat dissipation and promote long life (L88/100,000 hrs at 25circC). Class 1 electronic drivers have a power factor >90%, THD <20%, and a minimum 2.5KV surge rating. When ordering the SPD option, a separate surge protection device is installed within the luminaire which meets a minimum Category C Low (per ANSI/IEEE C62.41.2). ## INSTALLATION Included universal mounting bracket attaches securely to any 4" round or square outlet box for quick and easy installation. Luminaire has a slotted gasket wireway and attaches to the mounting bracket via corrosion-resistant screws. CSA certified to U.S. and Canadian standards. Rated for -40°C minimum ambient. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. ## BUY AMERICAN This product is assembled in the USA and meets the Buy America(n) government procurement requirements under FAR, DFARS and DOT. Please refer to www.acuitybrands.com/resources/buy-american for additional information. ## WARRANTY ### Five-year limited warranty. Complete warranty terms located at: itybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25circC. Specifications subject to change without notice.

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS

REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS

REV. - 10-18-2024 REVISED FOR SCD COMMENTS

REV. - 8-06-2024 REVISED FOR SCD COMMENTS

LANDSCAPE & LIGHTING DETAILS

INSULTING SITE ENGINEERING 21 S HOPE CHAPEL ROAD, UNIT 206 JACKSON, NEW JERSEY 08527 PH.(732) 806-7541 F.(732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300

ERIC HALPERTI PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488

SHEET NO. ===== PAGE 8 =====

PARTY RESPONSIBLE FOR PERMANENT SOIL EROSION AND SEDIMENT CONTROL MEASURES ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN DURING AND AFTER CONSTRUCTION: OWNER (S): CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM, PROJECT OWNER(S) ADDRESS: 1231 ALDRICH ROAD, JACKSON, NJ 08527. HYDROLOGIC SOIL GROUP: A LAKEWOOD SAND

GRAPHIC SCALE (IN FEET) inch = 20 ft. PROJECT AREA: 73,354 SF (1.68 ACRE) DISTURBED AREA: 73,354 SF (1.68 ACRE) RESTORATION AREA: 16,678 SF (0.38 ACRE) THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE INSTALLED, AS DIRECTED BY THE DISTRICT INSPECTOR, IN ACCORDANCE WITH THE STATE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY OWNER/APPLICANT: CHAIM HEIMOVITZ & MAT TISTANU NUSSDAUM / KERILLA DBROUKWOOD TV

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS
REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS
REV. - 10-18-2024 REVISED FOR SCD COMMENTS
REV. - 8-06-2024 REVISED FOR SCD COMMENTS
SOIL EROSION & SEDIMENT CONTROL PLAN
PRELIMINARY & FINAL MAJOR SITE PLAN
1231 ALDRICH ROADBLOCK 6002 LOTS 2 & 3
TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY
WNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV

HALER CONSULTING SITE ENGINEERING 21 S HOPE CHAPEL ROAD, UNIT 206 JACKSON, NEW JERSEY 08527 PH. (732) 806-7541 F. (732) 806-7439 OFFICE@HALERCONSULTING.COM COA 24GA28321300

PROJECT NO. 22-130 ERIC HALPERT PROFESSIONAL ENGINEER AND PLANNE NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 01-22-2024 01-22-2024 SHEET NO. 8 of 19 ===== PAGE 9 ===== ## SOIL EROSION AND SEDIMENT CONTROL NOTES The District inspector may require additional soil erosion and sediment control measures to be installed in accordance with "T Standards for Soil Erosion and Sediment Control in New Jersey, 7th Edition, January 2014, Revised July 2017." (SESC Standards) All work is to be done in accordance with the SESC Standards. All soil erosion and sediment control measures are to be installed prior to any major soil disturbance or in their proper sequence and maintained until permanent protection is established. Any changes to the Certified Soil Erosion and Sediment Control Plans will require the submission of revised Soil Erosion and Sediment Control Plans to the District. The revised plans must meet all current SFSC Standards. Standards: ###### http://www.state.nj.us/agriculture/divisions/anr/nrc/njerosion.html 5. N.J.S.A 4:24–39 et seq. requires that no Certificates of Occupancy be issued before there has been compliance with provisions of a certified plan for permanent measures. All site work, and all work around individual lots in subdivisions, must be completed prior to the District issuing a Report of Compliance for the issuance of a Certificate of Occupancy by the Municipality. Any disturbed areas that will be left exposed for more than sixty (60) days, and not subject to construction traffic, will immediately receive temporary vegetative cover for soil stabilization. If the season prevents the establishment of temporary vegetative cover, the disturbed areas will be mulched with straw, or equivalent material within 14 days, at a rate of 2 to 2 1/2 tons per acre and anchored in place according to the SESC Standard for Stabilization with Mulch Only. 7. Immediately following initial disturbance or rough grading, all critical areas subject to erosion (i.e., steep slopes and roadway embankments) will receive temporary vegetative cover for soil stabilization in combination with straw mulch or a suitable equivalent at a rate of 11/2 to 2 tons per acre and anchored in place according to the SESC Standards. at a rate of 1 ½ to 2 tons per acre and anchored in place according to the SESC Standards. 8. A sub-base course will be applied immediately following rough grading and installation of improvements to stabilize streets, roads, driveways, and parking areas. In areas where no utilities are present, the sub-base shall be installed within fifteen (15) days of the preliminary grading. 9. Any steep slopes (3:1 or greater) or any existing roadways receiving pipeline installation will be backfilled and stabilized daily, as the installation continues. 10. The SESC Standard for Stabilized Construction Access requires the installation of a stone pad using clean, crushed, angular stone (ASTM C-33, size No. 2 or 3) at all construction driveways where vehicles will access paved roadways from unpaved areas of the site. 11. Permanent vegetation is to be seeded or sodded on all exposed areas within ten (10) days after final grading. At the time of the final inspection, you are required to provide confirmation that the proper type and amount of seed, lime and fertilizer have been used for permanent stabilization work. Straw mulch properly anchored in place is required on all seeding in accordance with the SESC Standards. 12. At the time that site preparation for permanent vegetative stabilization is going to be accomplished, any soil that will not provide a suitable environment to support adequate vegetative ground cover shall be removed or treated in such a way that it will permanently adjust the soil conditions and render it suitable for vegetative ground cover. If the removal or treatment of the soil will not provide suitable conditions, non-vegetative means of permanent ground stabilization will have to be employed. 13. In accordance with the SESC Standard for Management of High Acid Producing Soils, any soil having a pH of 4 or less or containing 13. In accordance with the SESC Standard for Management of High Acid Producing Soils, any soil having a pH of 4 or less or containing iron sulfides shall be covered with a minimum of twelve (12) inches of soil having a pH of 5 or more prior to seedbed preparation. Areas where trees or shrubs are to be planted shall be covered with a minimum of twenty-four (24) inches of soil having a pH of 5 or more. 14. Conduit outlet protection must be installed at all required outfalls prior to the drainage system becoming operational. Conduit outlet protection installation shall be postponed in basins acting as sediment basins during construction. 15. Unfiltered dewatering is not permitted. Necessary precautions must be taken during all dewatering operations to minimize sediment transfer. Any dewatering methods used must be in accordance with the SESC Standard for Dewatering. 16. Should the control of dust at the site be necessary, the site will be sprinkled until the surface is wet, temporary vegetative cover shall be established, mulch shall be applied and anchored in place, or other dust control method shall be employed as required by the SESC Standard for Dust Control. 17. Stockpile and staging locations established in the field shall be placed within the limit of disturbance according to the certified plan. Staging and stockpiles not located within the limit of disturbance will require certification of an amended Soil Erosion and Sediment Control Plan. The District reserves the right to determine when certification of a new and separate Soil Erosion and Sediment Control Plan will be required for these activities. 18. All soil stockpiles are to be surrounded with a sediment barrier and stabilized in accordance with the SESC Standards. Stockpiles should be situated so as to not obstruct natural drainage or cause off-site environmental damage. 19. The property owner shall be responsible for any erosion or sedimentation that may occur below stormwater outfalls or offsite as result of construction of the project. ## Topsoiling Notes ### 1. Topsoil should be handled only when it is dry enough to work without damaging soil ## structure 2. A uniform application to an average depth of 5" (minimum 4") firmed in place is required. 3. Pursuant to the requirements in Section 7 of the Standard for Permanent Vegetative Stabilization, the contractor is responsible to ensure that permanent vegetative cover becomes established on at least 80% of the soils to be stabilized with vegetation. Failure to achieve the minimum coverage may require additional work to be performed. ## CONSTRUCTION SCHEDULE: 1. The Ocean County Soil Conservation District shall be notified in writing forty-eight (48) hours in advance of any land disturbance. 2. Tree protection fence installation 3. Installation of temporary Soil Erosion and Sediment Control measures must be installed at the initiation of land disturbance activities. 4. All stormwater drainage system structures & retaining wall associated with above ground basin must be installed & permanently stabilized prior to installing new addition to building, installation of inlet protection upon installation of storm sewer. 5. Begin building addition and parking lot 6. Soil compaction testing and/or subsoil compaction remediation. Testing and/or restoration of compacted soils (through deep scarification/tillage -6"minimum depth) shall be done prior to the placement of topsoil. Soil compaction testing must be witnessed by an OCSCD inspector. If test pass, submit completed Soil Compaction Mitigation Verification form to the Ocean County Soil Conservation District. If tests fail, restoration of compacted subsoils shall be conducted through deep scarification/tillage (6"minimum depth). 7. Topsoil (5" minimum depth) and final grading of lot. 8. Permanent stabilization of all disturbed areas 9. Remove temporary soil erosion and sediment control measures 10. Tree protection fencing removal 11. Obtain final report of compliance. 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Definition A temporary barrier and settling facility installed at a storm sewer inlet. ConditionsWherePracticeApplies

The purpose of storm sewer inlet protection is to intercept and retain sediment, thus preventing the entrance of sediment into the storm sewer system. ## Purpose 1. Contributing drainage area is 3 acres or less. 3. Traffic will not destroy or cause constant maintenance of the storm sewer inlet protection. 5. A flooding problem will not be created. 2. A storm sewer or the outlet channel of a storm sewer needs protection from sediment. ## Water Quality Enhancement

4. A traffic hazard will not be created. The primary benefit to water quality is the removal of sediment from stormwater runoff prior to entering the stormsewer system. As an added benefit, other floatable debris, such as vegetative matter and litter may also be filtered out of the runoff. ## DesignCriteria 1. Subgrade soils prior to the application of topsoil (see permanent seeding and stabilization notes for topsoil requirements) shall be free of excessive compaction to a depth of 6.0 inches to enhance the establishment of permanent vegetative cover. The following applies to all methods of storm sewer inlet protection Areas of the site which are subject to compaction testing and/or mitigation are graphically denoted on the certified soil erosion control plan. 1. Must slow the storm water, provide the coarse sediment particles a chance to settle, and provide an area to retain the particles that have settled. 2. In all cases, inlet protection should not completely close off the inlet. Provision must be made to allow stormwater to overflow or bypass filter 3. The protection device will be designed to capture or filter runoff from the 1 year, 24 hour storm event and shall safely convey higher flows directly into the storm sewer system. Other methods that accomplish the purpose of storm sewer inlet protection may be used if approved by the Soil Conservation District. ## SOIL COMPACTION TESTING REQUIREMENTS Inspections shall be frequent. Maintenance, repair, and replacement shall be made promptly, as needed. The barrier shall be removed when the area draining toward the inlet has been stabilized. 2. Compaction testing locations are denoted on the plan. A copy of the plan or portion of the plan shall be used to mark locations of tests, and attached to the Soil Compaction Mitigation Verification Form, available from the local soil conservation district or http://www.nj.gov/agriculture/divisions/anr/nrc/njerosion.html. This form must be filled out and submitted prior to receiving a certificate of compliance from the district. ### . In the event that testing indicates compaction in excess of the maximum thresholds indicated for the simplified testing methods (see details below), the contractor/owner shall have the option to perform either (1) compaction mitigation over the entire mitigation area denoted on the plan (excluding exempt areas), or (2) perform additional, more detailed testing to establish the limits of excessive compaction whereupon only the excessively compacted areas would require compaction mitigation. Additional detailed testing shall be performed by a trained, licensed professional. ## Compaction Testing Methods 1/2" TO 3/4" CRUSHED STONE TO BE USED AS FILTER

A.Probing Wire Test (see detail) B.Hand—held Penetrometer Test (see detail) C .Tube Bulk Density Test (licensed professional engineer required D.Nuclear Density Test (licensed professional engineer required) WOODEN ENCLOSURE 2" X 4" TREATED LUMBER WITH 1" DIA. HOLES DRILLE EVERY 6" ALONG BOARD Note: Additional testing methods which conform to ASTM standards and specifications, and which produce a dry weight, soil bulk density measurement may be allowed subject to District approval.

Soil_compaction testing is not required if/when subsoil compaction remediation (scarification/tillage (6" minimum depth) or similar) is proposed as part of the sequence of construction.

WOODEN ENCLOSURE 2" X 4" TREATED LUMBER WITH 1" DIA. HOLES DRILLED EVERY 6" ALONG BOARD ## Procedures for Soil Compaction Mitigation 1/2" TO 3/4" CRUSHED STONE TO BE USED AS FILTER INLET PROTECTION DETAIL NOT TO SCALE Procedures shall be used to mitigate excessive soil compaction prior to placement of topsoil and establishment of permanent vegetative cover. ## Restoration of compacted soils shall be through deep scarification/tillage (6" minimum (depth) where there is no danger to underground utilities (cables, irrigation systems, etc.). In the alternative, another method as specified by a New Jersey Licensed Professional Engineer maybe substituted subject to District Approval.

4”–6” STRIPPING DEPTH IS COMMON (BUT MAY VARY). STOCKPILES SHOULD BE SITUATED SO AS NOT TO OBSTRUCT DRAINAGE OR CAUSE OFFSITE ENVIRONMENTAL DAMAGE. STOCKPILES SHOULD BE VEGETATED IN ACCORDANCE WITH STANDARDS DESCRIBED HEREON. REFER TO TEMPORARY OR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION. STOCKPILES NOT TO BE PLACED IN AREA WITH CONCENTRATED FLOW, WETLANDS, EXTREME SLOPE, OR WITHIN 100' OF NATURAL STREAM ## TOPSOIL STOCKPILE DETAIL NOT TO SCALE ## STANDARD FOR DEWATERING ## Definition The removal and discharge of sediment-laden water from an excavated area, construction site or sediment basin. Purpose To properly remove suspended sediments and water from excavated areas through filtration and/or settlement prior to discharging water to a receiving water course or body. During construction excavated facilities need to be dewatered to facilitate or complete the construction process. The water pumped out of the excavated areas contain sediments that must be removed prior to discharging to receiving bodies of water. This standard does not address the removal of ground water through well points etc. This standard describes the following practices for the removal of sediment laden waters from excavation areas: removable pumping stations, sump pits, portable sedimentation tanks and silt control bags. ## Water Quality Enhancement Water discharged from excavated areas on construction sites may be a significant contributor of sediment to surface waters during construction. Water must be removed and disposed of in order for construction to move forward. Typically, water is pumped or containment berms are breached and sediment laden waters are permitted to flow uncontrolled into surface waters such as streams or lakes. By employing practices described in this standard, the majority of sediment suspended in waters may easily be removed prior to leaving the site. Filters and materials described herein are readily available and are easy to install and maintain. ## Design Criteria 3. Sediment Tank / Silt Control Bagsare containers through which sediment laden water is pumped to trap and retain the sediment. A sediment tank or a silt control bag is to be used on sites were excavations are deep, and space is limited and where direct discharge of sediment laden water to stream and storm drainage systems is to be avoided. ## Construction Specifications A. Location. Containers (tanks or bags) shall be located for ease of clean-out and disposal of the trapped sediment and to minimize interference with construction activities and pedestrian traffic. Bags shall not be place directly into receiving waters. ## Simplified Testing Methods B. Tank size. The following formula should be used in determining the storage volume of the tank: 1 cubic foot of storage for each gallon per minute of pump discharge capacity. Typical tank configuration is shown on Detail 14-3. Tanks may be connected in series to increase effectiveness. C. Tanks consist of two concentric circular pipes (CMP), attached to a watertight baseplate. The inner CMP is perforated with 1" holes on 6" centers and is wrapped with geotextile and hardware cloth. Pumped water is discharged into the inner CMP where it flows through the geotextile into the space between the two CMP=s. A discharge line is attached to the outer CMP and draws filtered water from the annulus between the two concentric CMP=s. The discharge line may be connected to another tank where it drains to the inner CMP of the second tank. This series connection may be continued indefinitely. D. Sediment Control Bags must be located away from receiving waters and disposed of according to manufacturer's instructions. See Detail 14-4. Bags may be combined with temporary filters (item 4, following) for enhanced filtration. ### Probing Wire Test- 15.5 ga steel wire (survey flag) Note: soil should be moist but not saturated. Do not test when soil is excessively dry or subject to freezing temperatures. Slow, steady downward pressure used to advance the wire.

Hold Wire here: Wire must penetrate a minimum of 6" without deformation. Wire may be re-inserted if/when an obstruction (rock, root, debris) is encountered. 6.0" min. visible mark on wire at depth ## Handheld Soil Penetrometer Test Note: soil should be moist but not saturated. Do not test when soil is excessively dry or subject to freezing temperatures. Slow, steady downward pressure used to advance the probe. Probe must penetrate at least 6" with less than 300 psi reading on the gage. Penetrometer may be re-inserted if/when an obstruction (rock, root, debris) is encountered. ## FENCE POST (SPACING 8'-0" & TO &)

## SILT FENCE DETAIL DRAW STRING RUNNING THOUGH FABRIC ALONG TOP OF FENCE

OPTIONAL WIRE FENCE BEHIND FABRIC FOR "SUPER" SILT FENCE ## Requirements for silt fence: Fence posts shall be spaced 8 feet center-to-center or closer. They shall extend at least 2 feet into the ground and extend at least 2 feet above ground (Fig. 23-2). Posts shall be constructed of hardwood with a minimum diameter thickness of 11/2 inches. 2. “Super” silt fence - A metal fence with 6 inch or smaller mesh openings and at least 2 feet high may be utilized, fastened to the fence posts, to provide reinforcement and support to the geotextile fabric. Posts may be spaced less than 8 feet on center and may be constructed of heavier wood or metal as needed to withstand heavier sediment loading. This practice is appropriate where space for other practices is limited and heavy sediment loading is expected. “Super” silt fence is not to be used in place of properly designed diversions (pg. 15-1) which may be needed to control surface runoff rates and velocities. A geotextile fabric, recommended for such use by the manufacturer, shall be buried at least 6 inches deep in the ground. The fabric shall extend at least 2 feet above the ground. The fabric must be securely fastened to the posts using a system consisting of metal fasteners (nails or staples) and a high strength reinforcement material (nylon webbing, grommets, washers etc.) placed between the fastener and the geotextile fabric. The fastening system shall resist tearing away from the post. The fabric shall incorporate a drawstring in the top portion of the fence for added strength. ## Maintenance Sediment shall be removed from the upstream face of the barrier when it has reached a depth of 1/2 the barrier height. Repair or replace barrier (fabric, posts, bales etc.) when damaged. Barriers shall be inspected daily for signs of deterioration and sediment removal. SITE TAX MAP 1" = 200'

FILTERED WATER FLOW

1. BAG MUST BE LOCATED AWAY FROM RECEIVING WATERS AND/OR CONSTRUCTION ACTIVITIES

DETAIL 14-4 SEDIMENT CONTROL BAG FOR DEWATERING NOT TO SCALE

## STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE Where a stabilized construction exit traverses between two buildings, it shall be stoned the entire length of the right-of-way. Mountable stone berms placed across the width of the exit may also be required at the transition point between paved and non-paved areas to trap sediments which are carried by stormwater flowing along the curbline. Individual lot entrance and egress- After interior roadways are paved, individual lot ingress/egress points may require a stabilized construction entrance consisting of no. 3 stone (1" to 2") to prevent or minimize tracking of sediments. Width of the stone ingress/egress shall be equal to lot entrance width and shall be a minimum of ten feet in length. Tire washing - If space is limited, vehicle tires may be washed with clean water before entering a paved area. A wash station must be located such that wash water will not flow onto paved roadways or into unprotected storm drainage systems. When the construction access exits onto a major roadway, a paved transition area may be installed between the major roadway and the stoned entrance to prevent loose stones from being transported out onto the roadway by heavy equipment entering or leaving the site. ## Maintenance The entrance shall be maintained in a condition which will prevent tracking or flowing of sediment onto roadways. This may require periodic top dressing with additional stone or additional length as conditions demand and repair and/or cleanout of any measures used to trap sediment. All sediment spilled, dropped, washed, or tracked onto roadways (public or private) or other impervious surfaces must be removed immediately. Where accumulation of dust/sediment is inadequately cleaned or removed by conventional methods, a power broom or street sweeper will be required to clean paved or impervious surfaces. All other access points which are not stabilized shall be blocked off.

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS

REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS

REV. - 10-18-2024 REVISED FOR SCD COMMENTS

REV. - 8-06-2024 REVISED FOR SCD COMMENTS

SOIL EROSION & SEDIMENT CONTROL DETAILS

PRELIMINARY & FINAL MAJOR SITE PLAN

1231 ALDRICH ROAD

BLOCK 6002 LOTS 2 & 3

TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY

OWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV

COA 24GA28321300 ERIC HALPERI PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 01-22-2024 09 of 19 ===== PAGE 10 ===== # STANDARD FOR MAINTAINING VEGETATION ## Methods and Materials A preventive maintenance program anticipates requirements and accomplishes work when it can be done with least effort and expense to insure adequate vegetative cover. Maintenance should occur on a regular basis, consistent with favorable plant growth, soil, and climatic conditions. This involves regular seasonal work for mowing, fertilizing, liming, watering, pruning, fire control, weed and pest control, reseeding, and timely repairs. The degree of preventive maintenance needed depends upon the type of vegetation and its proposed function or use. 1. Mowing is a recurring practice and its intensity depends upon the function of the ground cover. On high to moderate (A to B) maintenance areas, such as lawns, certain recreation fields, and picnic areas, mowing will be frequent (2 to 7 day intervals) and typically at a height of 2.5 to 3 inches. Return clippings from mowing (mulching mower) to the turf to reduce the amount of fertilizer needed to maintain the turf by as much as 50%. Some turf mixtures can be managed as naturalized stands requiring only one (cool season mixtures) or two (warm season mixtures) mowing per year. Mowing of naturalized areas is typically done at heights no less than 4 inches and should not be done between April 1st and July 15th to avoid disturbing ground nesting birds. The large amount of clipping debris generated by mowing naturalized areas will need to be removed and/or dispersed so the vegetation is not smothered. Burning of naturalized areas is another procedure used to manage naturalized turfs. Low maintenance (D) areas may be left unmowed to permit natural succession. See pg. 4-11 footnote #4, Maintenance Levels A, B, C and D in the Standard for Permanent Vegetative Cover, Table 4-3. 2. Incorporation of organic matter (for example, mature compost) into the soil will substantially reduce the need for fertilizer and irrigation inputs. 3. Fertilizer and lime should be applied as needed to maintain a dense stand of desirable species. Frequently mowed areas and those on sandy soils will require more frequent fertilization but at lower nutrient rates per application. 4. Lime requirement should be determined by soil testing every 2 or 3 years. Fertilization may increase the need for liming. Contact the local county extension office for details on soil testing and fertilization and pest control recommendations online at http://njaes.rutgers.edu/county/. 5 Fertilization and additions of other soil amendments are not recommended for managing native vegetation such as in the Pinelands National Reserve. See the Standard for Permanent Vegetative Stabilization for specific requirements in the PNR. 6. Weed invasion may result from abusive mowing and from inadequate fertilizing and liming. Many newly established grasses will not survive if mowed at heights below 2.5 inches and at intervals greater than 7 days. Brush invasion is a common consequence of lack of mowing. The amount of weeds or brush that can be tolerated in any vegetated area depends upon the intended use of the land. Drainage ways are subject to rapid infestation by weed and woody plants. These should be controlled, since they often reduce drainage way efficiency. Control of weeds or brush is accomplished by using herbicides or mechanical methods. 7. Fire hazard is greater where dry vegetation has accumulated. The taller the vegetation, the greater the hazard. 8. Prune trees and shrubs to remove dead or damaged branches. Remove undesirable or invasive plants to maintain integrity of the landscape and enhance quality of permanent vegetative cover. ## STANDARD FOR STABILIZATION WITH MULCH ONLY ## Methods and Materials ### 1. Site Preparation A. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standards for Land Grading. B. Install needed erosion control practices or facilities such as diversions, grade stabilization structures, channel stabilization measures, sediment basins, and waterways. See Standards 11 through 42. ### 2. Protective Materials A. Unrotted small-grain straw, at 2.0 to 2.5 tons per acre, is spread uniformly at 90 to 115 pounds per 1,000 square feet and anchored with a mulch anchoring tool, liquid mulch binders, or netting tie down. Other suitable materials may be used if approved by the Soil Conservation District. The approved rates above have been met when the mulch covers the ground completely upon visual inspection, i.e. the soil cannot be seen below the mulch. C. Synthetic or organic soil stabilizers may be used under suitable conditions and in quantities as recommended by the manufacturer. D. Wood-fiber or paper-fiber mulch at the rate of 1,500 pounds per acre (or according to the manufacturer's requirements) may be applied by a hydroseeder. E. Mulch netting, such as paper jute, excelsior, cotton, or plastic, may be used. F. Woodchips applied uniformly to a minimum depth of 2 inches may be used. Woodchips will not be used on areas where flowing water could wash them into an inlet and plug it. G. Gravel, crushed stone, or slag at the rate of 9 cubic yards per 1,000 sq. ft. applied uniformly to a minimum depth of 3 inches may be used. Size 2 or 3 (ASTM C-33) is recommended. 3. Mulch Anchoring - should be accomplished immediately after placement of hay or straw mulch to minimize loss by wind or water. This may be done by one of the following methods, depending upon the size of the area and steepness of slopes. A. Peg and Twine - Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a criss-cross and a square pattern. Secure twine around each peg with two or more round turns. B. Mulch Nettings - Staple paper, cotton, or plastic nettings over mulch. Use degradable netting in areas to be mowed. Netting is usually available in rolls 4 feet wide and up to 300 feet long. C. Crimper Mulch Anchoring Coulter Tool - A tractor-drawn implement especially designed to punch and anchor mulch into the soil surface. This practice affords maximum erosion control, but its use is limited to those slopes upon which the tractor can operate safely. Soil penetration should be about 3 to 4 inches. On sloping land, the operation should be on the contour. ### D. Liquid Mulch-Binders Applications should be heavier at edges where wind catches the mulch, in valleys, and at crests of banks. Remainder of area should be uniform in appearance. ### 2. Use one of the following: a. Organic and Vegetable Based Binders - Naturally occurring, powder based, hydrophilic materials that mixed with water formulates a gel and when applied to mulch under satisfactory curing conditions will form membrane networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phyto-toxic effect or impede growth of turfgrass. Vegetable based gels shall be applied at rates and weather conditions recommended by the manufacturer. b. Synthetic Binders - High polymer synthetic emulsion, miscible with water when diluted and following application to mulch, drying and curing shall no longer be soluble or dispersible in water. It shall be applied at rates and weather conditions recommended by the manufacturer and remain tacky until germination of grass. ## Methods and Materials A. Topsoil should be friable1, loamy2, free of debris, objectionable weeds and stones, and contain no toxic substance or adverse chemical or physical condition that may be harmful to plant growth. Soluble salts should not be excessive (conductivity less than 0.5 millimphos per centimeter. More than 0.5 millimphos may desiccate seedlings and adversely impact growth). Imported topsoil shall have a minimum organic matter content of 2.75 percent. Organic matter content may be raised by additives. B. Topsoil substitute is a soil material which may have been amended with sand, silt, clay, organic matter, fertilizer or lime and has the appearance of topsoil. Topsoil substitutes may be utilized on sites with insufficient topsoil for establishing permanent vegetation. All topsoil substitute materials shall meet the requirements of topsoil noted above. Soil tests shall be performed to determine the components of sand, silt, clay, organic matter, soluble salts and pH level. ### 2. Stripping and Stockpiling A. Field exploration should be made to determine whether quantity and/or quality of surface soil justifies stripping. B. Stripping shall be confined to the immediate construction area. C. Where feasible, lime may be applied before stripping at a rate determined by soil tests to bring the soil pH to approximately 6.5. ##1Friable means easily crumbles in the fingers, as defined in most soils texts2Loamy means texture groups consisting of coarse loamy sands, sandy loam, fine and very fine sandy loam, loam, silt loam, clay loam, sandy clay loam and silty clay loam textures and having less than 35% coarse fragments (particles less than 2mm in size) as defined in the Glossary of Soil Science Terms, 1996, Soil Science Society of America. D. A 4-6 inch stripping depth is common, but may vary depending on the particular soil. E. Stockpiles of topsoil should be situated so as not to obstruct natural drainage or cause off-site environmental damage. F. Stockpiles should be vegetated in accordance with standards previously described herein; see standards for Permanent (pg. 4-1) or Temporary (pg. 7-1) Vegetative Cover for Soil Stabilization. Weeds should not be allowed to grow on stockpiles. ## Site Preparation A. Grade at the onset of the optimal seeding period so as to minimize the duration and area of exposure of disturbed soil to erosion. Immediately proceed to establish vegetative cover in accordance with the specified seed mixture. Time is of the essence B. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application and anchoring, and maintenance. See the Standard for Land Grading, pg. 19-1. C. As guidance for ideal conditions, subsoil should be tested for lime requirement. Limestone, if needed, should be applied to bring soil to a pH of approximately 6.5 and incorporated into the soil as nearly as practical to a depth of 4 inches. D. Prior to topsoiling, the subsoil shall be in compliance with the Standard for Land Grading, pg. 19-1. E. Employ needed erosion control practices such as diversions, grade stabilization structures, channel stabilization measures, sedimentation basins, and waterways. See Standards 11 through 42. ### 4. Applying Topsoil A. Topsoil should be handled only when it is dry enough to work without damaging soil structure; i.e., less than field capacity (see glossary). B. A uniform application to an average depth of 5.0 inches, minimum of 4 inches, firmed in place is required. Alternative depths may be considered where special regulatory and/or industry design standards are appropriate such as on golf courses, sports fields, landfill capping, etc.. Soils with a pH of 4.0 or less or containing iron sulfide shall be covered with a minimum depth of 12 inches of soil having a pH of 5.0 or more, in accordance with the Standard for Management of High Acid Producing Soil (pg. 1-1). C. Pursuant to the requirements in Section 7 of the Standard for Permanent Vegetative Stabilization, the contractor is responsible to ensure that permanent vegetative cover becomes established on at least 80% of the soils to be stabilized with vegetation. Failure to achieve the minimum coverage may require additional work to be performed by the contractor to include some or all of the following: supplemental seeding, re-application of lime and fertilizers, and/or the addition of organic matter (i.e. compost) as a top dressing. Such additional measures shall be based on soil tests such as those offered by Rutgers Cooperative Extension Service or other approved laboratory facilities qualified to test soil samples for agronomic properties. # STANDARD FOR PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION STANDARD FOR TEMPORARY VEGETATIVE COVER FOR ## SITE PREPARATION ## SITE FRER/ A. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standard A. Grade as needed and responsible to permit the use of conventional equipment for seeded preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standard for Land Grading. B. Immediately prior to seeding and topsoil application, the subsoil shall be evaluated for compaction in accordance with the Standard for Land Grading. C. Topsoil should be handled only when it is dry enough to work without damaging the soil structure. A uniform application to a depth of 5 inches (unsettled) is required on all sites. Topsoil shall be amended with organic matter, as needed, in accordance with the Standard for Topsoiling. D. Install needed erosion control practices or facilities such as diversions, grade-stabilization structures, channel stabilization measures, sediment basins, and waterways. D. Install needed erosion control practices or facilities such as diversions, grade-stabilization structures, channel stabilization measures, sediment basins, and waterways. SEEDBED PREPARATION A. Uniformly apply ground limestone and fertilizer to topsoil which has been spread and firmed, according to soil test recommendations such as offered by Rutgers Co-operative Extension Soil sample mailers are available from the local Rutgers Cooperative Extension offices (http://njaes.rutgers.edu/county/). Fertilizer shall be applied at the rate of 500 pounds per acre or 11 pounds per 1,000 square feet of 10–10–10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise and incorporated into the surface 4 inches. If fertilizer is not incorporated, apply one-half the rate described above during seedbed preparation and repeat another one-half rate application of the same fertilizer within 3 to 5 weeks after seeding. B. Work lime and fertilizer into the topsoil as nearly as practical to a depth of 4 inches with a disc, spring-tooth harrow, or other suitable equipment. The final harrowing or disking operation should be on the general contour. Continue tillage until a reasonable uniform seedbed is prepared. the general contour. Continue tillage until a reasonable uniform seedbed is prepared. C. High acid producing soil. Soils having a pH of 4 or less or containing iron sulfide shall be covered with a minimum of 12 inches of soil having a pH of 5 or more before initiating seedbed reparation. ## SEEDING A. Select a mixture from Table 4–3 or use a mixture recommended by Rutgers Cooperative Extension or Natural Resources Conservation Service which is approved by the Soil Conservation District. Seed germination shall have been tested within 12 months of the planting date. No seed shall be accepted with a germination test date more than 12 months old unless retested. A.1. Seeding rates specified are required when a report of compliance is requested prior to actual establishment of permanent vegetation. Up to 50% reduction in rates may be used when permanent vegetation is established prior to a report of compliance inspection. These rates apply to all methods of seeding. Establishing permanent vegetation means 80% vegetative coverage with the specified seed mixture for the seeded area and mowed once. A.2. Warm-season mixtures are grasses and legumes which maximize growth at high temperatures, generally 85circF and above. See Table 4–3 mixtures 1 to 7. Planting rates for warm-season grasses shall be the amount of Pure Live Seed (PLS) as determined by germination testing results. A.3. Cool–season mixtures are grasses and legumes which maximize growth at temperatures below 85circF. Many grasses become active at 65circF. See Table 4–3, mixtures 8–20. Adjustment of planting rates to compensate for the amount of PLS is not required for cool season grasses. B. Conventional Seeding is performed by applying seed uniformly by hand, cyclone (centrifugal) seeder, drop seeder, drill or cultipacker seeder. Except for drilled, hydroseeded or cultipacked seedings, seed shall be incorporated into the soil within 24 hours of seedbed preparation to a depth of 1/4 to 1/2 inch, by raking or dragging. Depth of seed placement may be 1/4 inch deeper on coarse-textured soil. C. After seeding, firming the soil with a corrugated roller will assure good seed-to-soil contact, restore capillarity, and improve seedling emergence. This is the preferred method. When performed on the contour, sheet erosion will be minimized and water conservation on site will be maximized. sheet erosion will be minimized and water conservation on site will be maximized. Hydroseeding is a broadcast seeding method usually involving a truck, or trailer-mounted tank, with an agitation system and hydraulic pump for mixing seed, water and fertilizer and spraying the mix onto the prepared seedbed. Mulch shall not be included in the tank with seed. Short-fibered mulch may be applied with a hydroseeder following seeding. (also see Section 4—Mulching below). Hydroseeding is not a preferred seeding method because seed and fertilizer are applied to the surface and not incorporated into the soil. When poor seed to soil contact occurs, there is a reduced seed germination and growth. ## MULCHING Mulching is required on all seeding. Mulch will protect against erosion before grass is established and will promote faster and earlier establishment. The existence of vegetation sufficient to control soil erosion shall be deemed compliance with this mulching requirement. Straw or Hay. Unrotted small grain straw, hay free of seeds, to be applied at the rate of 1-1/2 to 2 tons per acre (70 to 90 pounds per 1,000 square feet), except that where a crimper is used instead of a liquid mulch-binder (tackifying or adhesive agent), the rate of application is 3 tons per acre. Mulch chopper-blowers must not grind the mulch. Hay mulch is not recommended for establishing fine turf or lawns due to the presence of weed seed. Application – Spread mulch uniformly by hand or mechanically so that at least 85% of the soil surface is covered. For uniform distribution of hand-spread mulch, divide area into approximately 1,000 square feet sections and distribute 70 to 90 pounds within each section. Anchoring shall be accomplished immediately after placement to minimize loss by wind or water. This may be done by one of the following methods depending upon the size of the area, steenness of slopes and costs 4. a. b. (1) by one of the following methods, depending upon the size of the area, steepness of slopes, and costs. Peg and Twine. Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine Peg and Twine. Drive 8 to 10 inch wooden pegs to within 2 to 3 inches of the soil surface every 4 feet in all directions. Stakes may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a criss-cross and a square pattern. Secure twine around each peg with two or more round Mulch Nettings - Staple paper, jute, cotton, or plastic nettings to the soil surface. Use a degradable netting in areas to be mowed.

(2)

Crimper (mulch anchoring coulter tool) — A tractor-drawn implement, somewhat like a disc harrow, especially designed to push or cut some of the broadcast long fiber mulch 3 to 4 inches into the soil so as to anchor it and leave part standing upright. This technique is limited to areas traversable by a tractor, which must operate on the contour of slopes. Straw mulch rate must be 3 tons per acre. No tackifying or adhesive agent is required. Liquid Mulch-Binders — May be used to anchor salt hay, hay or straw mulch. Applications should be heavier at edges where wind may catch the mulch, in valleys, and at crests of banks. The remainder of the area should be uniform in appearance. ## Use one of the following: Organic and Vegetable Based Binders — Naturally occurring, powder-based, hydrophilic materials when mixed with water formulates a gel and when applied to mulch under satisfactory curing conditions will form membraned networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phytotoxic effect or impede growth of turf grass. Use at rates and weather conditions as recommended by the manufacturer to anchor mulch materials. Many new products are available, some of which may need further evaluation for use in this state. Synthetic Binders — High polymer synthetic emulsion, miscible with water when diluted and, following application of mulch, drying and curing, shall no longer be soluble or dispersible in water. Binder shall be applied at rates recommended by the manufacturer and remain tacky until germination of grass. Note: All names given above are registered trade names. This does not constitute a recommendation of these products to the exclusion of other products. Note: All names given above are registered trade names. This does not constitute a recommendation of these products to the exclusion of other products. B. Wood–fiber or paper–fiber mulch – shall be made from wood, plant fibers or paper containing no growth or germination inhibiting materials, used at the rate of 1,500 pounds per acre (or as recommended by the product manufacturer) and may be applied by a hydroseeder. Mulch shall not be mixed in the tank with seed. Use is limited to flatter slopes and during optimum seeding periods in spring and fall. Pelletized mulch – compressed and extruded paper and/or wood fiber product, which may contain co-polymers, tackifiers, fertilizers, and coloring agents. The dry pellets, when applied to a seeded area and watered, form a mulch mat. Pelletized mulch shall be applied in accordance with the manufacturer's recommendations. Mulch may be applied by hand or mechanical spreader at the rate of 60–75 lbs/1,000 square feet and activated with 0.2 to 0.4 inches of water. This material has been found to be beneficial for use on small lawn or renovation areas, seeded areas where weed-seed free mulch is desired, or on sites where straw mulch and tackifier agent are not practical or desirable. Applying the full 0.2 to 0.4 inches of water after spreading pelletized mulch on the seed bed is extremely important for sufficient activation and expansion of the mulch to provide soil coverage. ## IRRIGATION (WHERE FEASIBLE) If soil moisture is deficient supply new seeding with adequate water (a minimum of 1/4 inch applied up to twice a day until vegetation is well established). This is especially true when seedings are made in abnormally dry or hot weather or on droughty sites. ## TOPDRESSING Since soil organic matter content and slow release nitrogen fertilizer (water insoluble) are prescribed in Section 2A – Seedbed Preparation in this Standard, no follow-up of topdressing is mandatory. An exception may be made where gross nitrogen deficiency exists in the soil to the extent that turf failure may develop. In that instance, topdress with 10–10–10 or equivalent at 300 pounds per acre or 7 pounds per 1,000 square feet every 3 to 5 weeks until the gross nitrogen deficiency in the turf is ## ameliorated ESTABLISHING PERMANENT VEGETATIVE COVER The quality of permanent vegetation rests with the contractor. The timing of seeding, preparing the seedbed, applying nutrients, mulch and other management are essential. The seed application rates in Table 4–3 are required when a Report of Compliance is requested prior to actual establishment of permanent vegetation. Up to 50% reduction in application rates may be used when permanent vegetation is established prior to requesting a Report of Compliance from the district. These rates apply to all methods of seeding. Establishing permanent vegetation means 80% vegetative cover (of the seeded species) and mowed once. Note this designation of mowed once does not guarantee the permanency of the turf should other maintenance factors be neglected or otherwise mismanaged. ## PERMANENT SEEDING RATÉS

Plant Species	Seeding Rate (lbs/1000 sf)	Optimum Seeding Date
Hard Fescue	3.0	2/1-4/30; 5/1-8/14; 8/15-10/30
Chewings Fescue	1.0	2/1-4/30; 5/1-8/14; 8/15-10/30
Strong Creeping Red Fescue	1.0	2/1-4/30; 5/1-8/14; 8/15-10/30
Perennial Ryegrass	.25	2/1-4/30; 5/1-8/14
Optimal seeding dates: 8/15-10/35		8/15 - 10/30
Acceptable seeding dates: 3/1-4/30 & 5/1-8/14*		2/1 - 4/30 & 5/1 - 8/14*
* Summer seedings should only be conducted when the site is irrigated. Mixes including white clover require that at least six weeks of growing season remain after seeding to ensure establishment before freezing condition

## SOIL STABILIZATION ## SITE PREPARATION A. Grade as needed and feasible to permit the use of conventional equipment for seedbed preparation, seeding, mulch application, and mulch anchoring. All grading should be done in accordance with Standards for Land Grading, pg. 19–1. B. Install needed erosion control practices or facilities such as diversions, grade stabilization structures, channel stabilization measures, sediment basins, and waterways. See Standards 11 through 42. B. Install needed erosion control practices or facilities such as diversions, grade stabilization structures, channel stabilization measures, sediment basins, and waterways. See Standards 11 through 42. C. Immediately prior to seeding, the surface should be scarified 6" to 12" where there has been soil compaction. This practice is permissible only where there is no danger to underground utilities (cables, irrigation systems, etc.). ## SEEDBED PREPARATION A. Apply ground limestone and fertilizer according to soil test recommendations such as offered by Rutgers Co-operative Extension. Soil sample mailers are available from the local Rutgers Cooperative Extension offices. Fertilizer shall be applied at the rate of 500 pounds per acre or 11 pounds per 1,000 square feet of 10–20–10 or equivalent with 50% water insoluble nitrogen unless a soil test indicates otherwise. Apply limestone at a rate to be determined via soil testing. Calcium carbonate is the equivalent and standard for measuring the ability of limiting materials to neutralize soil acidity and supply calcium and magnesium to grasses and legumes. B. Work lime and fertilizer into the soil as nearly as practical to a depth of 4 inches with a disc, springtooth harrow, or other suitable equipment. The final harrowing or disking operation should be on the general contour. Continue tillage until a reasonable uniform seedbed is prepared. C. Inspect seedbed just before seeding. If traffic has left the soil compacted, the area must be retilled in accordance with the above. D. Soils high in sulfides or having a pH of 4 or less refer to Standard for Management of High Acid Producing Soils, pg. 1–1. ## SEEDING ### A. Select seed from recommendations in Table 7–2 B. Conventional Seeding. Apply seed uniformly by hand, cyclone (centrifugal) seeder, drop seeder, drill or cultipacker seeder. Except for drilled, hydroseeded or cultipacked seedings, seed shall be incorporated into the soil, to a depth of 1/4 to 1/2 inch, by raking or dragging. Depth of seed placement may be 1/4 inch deeper on coarse textured soil. C. Hydroseeding is a broadcast seeding method usually involving a truck or trailer mounted tank, with an agitation system and hydraulic pump for mixing seed, water and fertilizer and spraying the mix onto the prepared seedbed. Mulch shall not be included in the tank with seed. Short fibered mulch may be applied with a hydroseeder following seeding. (also see Section IV Mulching) Hydroseeding is not a preferred seeding method because seed and fertilizer are applied to the surface and not incorporated into the soil. Poor seed to soil contact occurs reducing seed germination and growth. Hydroseeding may be used for areas too steep for conventional equipment to traverse or too obstructed with rocks, stumps, etc. D. After seeding, firming the soil with a corrugated roller will assure good seed-to-soil contact, restore capillarity, and improve seedling emergence. This is the preferred method. When performed on the contour, sheet erosion will be minimized and water conservation on site will be maximized.

Plant Species	Seeding Rate (lbs/1000 sf)	Optimum Seeding Date	Optimum Seeding
Cool Season Grasses
Perennial ryegrass	1.0	2/15 - 5/1 ; 8/15 - 10/15	0.5
Spring Oats	2.0	2/15 - 5/1 ; 8/15 - 10/15	1.0
Annual Ryegrass	1.0	2/15 - 5/1 ; 8/15 - 10/15	0.5
Winter Barley	2.2	8/15 - 10/15	1.0
Winter Cereal Rye	2.8	8/1 - 12/15	1.0
Warm Season Grasses
Pearl Millet	0.5	5/1 - 9/1	1.0
Millet (German or Hungarian)	0.7	5/1 - 9/1	1.0

SANDY SOILS REQUIRE TWICE THE DEPTH

## MULCHING Mulching is required on all seeding. Mulch will insure against erosion before grass is established and will promote faster and earlier establishment. The existence of vegetation sufficient to control soil erosion shall be deemed compliance with this mulching requirement. Straw or Hay. Unnrotted small grain straw, hay free of seeds, applied at the rate of 1–1/2 to 2 tons per acre (70 to 90 pounds per 1,000 square feet), except that where a crimper is used instead of a liquid mulch-binder (tackifying or adhesive agent), the rate of application is 3 tons per acre. Mulch chopper-blowers must not grind the mulch. Hay mulch is not recommended for establishing fine turf or lawns due to the presence of weed seed. Application. Spread mulch uniformly by hand or mechanically so that approximately 95% of the soil surface will be covered. For uniform distribution of hand-spread mulch, divide area into approximately 1,000 square feet sections and distribute 70 to 90 pounds within each section. Anchoring shall be accomplished immediately after placement to minimize loss by wind or water. This may be done by one of the following methods, depending upon the size of the area, steepness of slopes, and costs. may be driven before or after applying mulch. Secure mulch to soil surface by stretching twine between pegs in a cris-cross and a square pattern. Secure twine around each peg with two or more round turns. 2. Mulch Nettings. Staple paper, jute, cotton, or plastic nettings to the soil surface. Use a degradable netting in areas to be mowed. 3. Crimper (mulch anchoring tool). A tractor-drawn implement, somewhat like a disc harrow, especially designed to push or cut some of the broadcast long fiber mulch 3 to 4 inches into the soil so as to anchor it and leave part standing upright. This technique is limited to areas traversable by a tractor, which must operate on the contour of slopes. Straw mulch rate must be 3 tons per acre. No tackifying or adhesive agent is required. 4. Liquid Mulch-Binders. — May be used to anchor hay or straw mulch. a Mulch-Binders. - May be used to anchor hay or straw mulch. Applications should be heavier at edges where wind may c a. Applications should be heavier at edges where wind may catch the mulch, in valleys, and at crests of banks. The remainder of the area should be uniform in appearance. b. Use one of the following: (1) Organic and Vegetable Based Bio (1) Organic and Vegetable Based Binders – Naturally occurring, powder based, hydrophilic materials when mixed with water formulates a gel and when applied to mould under catifiedness during conditions will form meansbrained networks of insoluble formulates a gel and when applied to mulch under satisfactory curing conditions will form membrane networks of insoluble polymers. The vegetable gel shall be physiologically harmless and not result in a phytotoxic effect or impede growth of turfgrass. Use at rates and weather conditions as recommended by the manufacturer to anchor mulch materials. Many new products are available, some of which may need further evaluation for use in this state. (2) Synthetic Binders – High polymer synthetic emulsion, miscible with water when diluted and following application to mulch, drying and curing shall no longer be soluble or dispersible in water. It shall be applied at rates recommended by the manufacturer and remain tacky until germination of grass. Note: All names give above are registered trade names. This does not constitute a commendation of these product the exclusion of other products. Wood-fiber or paper-fiber mulch. Shall be made from wood, plant fibers or paper containing no growth or germination inhibiting materials, used at the rate of 1,500 ponds per acre (or as recommended by the project manufacturer) and may be applied by a hydroseeder. Mulch shall not be mixed in the tank with seed. Use is limited to flatter slopes and during optimum seeding periods in spring and fall. Pelletized mulch. Compressed and extruded paper and/or wood fiber product, which may contain co-polymers, tackifiers, fertilizers and coloring agents. The dry pellets, when applied to a seeded area and watered, form mulch mat. Pelletized mulch shall be applied in accordance with the manufacturers recommendations. Mulch may be applied by hand or mechanical spreader at the rate of 60–75 lbs./1,000 square feet and activated with 0.2 to 0.4 inches of water. This material has been found to be beneficial for use on small lawn or renovation areas, seeded areas where weed-seed free mulch is desired or on sites where straw mulch and tackifier agent are not practical or desirable. Applying the full 0.2 to 0.4 inches of water after spreading pelletized mulch on the seed bed is extremely important for sufficient activation and expansion of the mulch to provide soil coverage.

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS
REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS
REV. - 10-18-2024 REVISED FOR SCD COMMENTS
REV. - 8-06-2024 REVISED FOR SCD COMMENTS
SOIL EROSION & SEDIMENT CONTROL DETAILS
PRELIMINARY & FINAL MAJOR SITE PLAN\n1231 ALDRICH ROAD\nBLOCK 6002 LOTS 2 & 3\nTOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY\nOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV
	[F4]	\n22-130
		SCALE\n[F5]\n[F2]\n01-22-2024
21 S HOPE CHAPEL ROAD, UNIT 206\nJACKSON, NEW JERSEY 08527\nPH.(732) 806-7541 F.(732) 806-7439\nOFFICE@HALERCONSULTING.COM\nCOA 24GA28321300	ERIC HALPERT\nPROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488	SHEET NO.\n10 of 19

===== PAGE 11 ===== EXCAVATION TRENCH 36" HDPE PERF ACCESS RISER 42" O.D. 36" I.D.

* CLASS I OR II MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH ASTM D2321 IN PIPE ZONE SUITABLE FOUNDATION

* 33" BEDDING (CLASS I OR II MATERIAL) 5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm). 7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFIC UNDERGROUND BASIN NOT TO SCAL 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. 8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 36" DIAMETER PIPE AND 24" OF COVER FOR 42" — 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. PLAN VIEW 18 RCP INV. 114.25" ORIFICE INV. PLAN VIEW RIP RAP APRON DETAI NOT TO SCALE 12 2.26 C.F.S 7 6 d50= 6" ### 1. FOR DESIGN INFORMATION, DIMENSIONS AND RIP RAP SIZE SEE CHART BELOW 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 ADVANCED DRAINAGE SYSTEMS, INC. 2. STONES FOR RIP RAP SHALL BE COMPOSED OF A WELL GRADED MIXTURE OF DURABLE ROCK SUCH THAT 50% OF THE MIXTURE BY WEIGHT SHALL BE LARGER THAN A d50 STONE DIAMETER THE MIXTURE SHALL CONTAIN A SUFFICIENT MIXTURE OF OTHER STONES TO FILL VOIDS. THE DIAMETER OF THE LARGEST STONE SIZE SHALL BE 1.5 d50.

NOT TO SCALE ANCHORING DETAIL 8" THICK (MINIMUM) TYPE 5, CLASS "A" BASE DENSE GRADED SUBBASE (QUARRY PROCESS STONE) BASIN STABILIZED ACCESS ROAD DETAIL

(3) #6 CONTINUOUS

SCOUR HOLE OUTLET PROTECTION UNDERGROUND BASIN — SECTION VIEW NOT TO SCALE ROSION CONTROL MATTING INSTALLATION DETAIL

3 (H) SEE RIP-RAP DETAIL FOR- 1 (V) APRON SIZING (TYP.) 6"MINIMUM FOUNDATION SEE RIP-RAP DETAIL FILTER FABRIC MATERIAL 3" CLEAN STONE FOR APRON DIMENSIONS (TYP.) INSTALL BENEATH 1. FLARED END SECTIONS SHALL CONFIRM TO THE REQUIREMENTS OF ASTM C76, AS MANUFACTURED BY VIANINI PIPE INC. OF WHITEHOUSE NJ, 08889, OR APPROVED EQUAL. CIRCUMFERENTIAL REINFORCEMENT MAY CONSIST OF EITHER ONE CAGE OR TWO CAGES OF STEEL. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 400 PSI. 2. TRASH RACK TO BE REMOVABLE. Dbh x 1.0: Critical root radius for younger, healthy or tolerant species. MINIMUM DEPTH = 6 INCHES, MIN. TESTED PERMEABILITY = FILTER FABRIC INSTALL BENEATH APPRON STONE SCALE: N.T.S.

1. Protecting Trees from Construction Damage- A Homeowners Guide, Gary R. Johnson, University Of Minnesota Extension Service, Saint Paul, MN, 1999. GOOD HOLE ## LARED END SECTION DETAIL ROOT PROTECTION DURING CONSTRUCTION GUIDE 6" MINIMUM FOUNDATION MATERIAL 3/4" CLEAN STONE

ES/HOUR UNCOMPACTED SUBSOIL -RIPRAP 12" THICK APRON PIPE WALL PENETRATION NOT TO SCALE SEE PLANS FOR DIMMENSIONS

100 YR STORM FI = 118.69 4. PROVIDE 7/8" DIA. ALUMINUM LADDER RUNGS, 12" O.C. AS NECESSARY. 5. ALL PRECAST STRUCTURES TO RECIEVE BITUMASTIC 10 YR STORM EL=118.39 SCOUR HOLE 3 — INV 106.50 SEE PLANS FOR DIMENSIONS D50=6'' 5 LF 12'' — HDPE @2 00'

BOTANICAL NAME PERFORATED RISER 1 24" T.G 118.50 INV: 116.50 2 LF 12” HDPE @0.50% 20% PANICUM VIRGATUM, "HABITAT"—NJ ECOTYPE 20% PANICUM AMARUM, ATLANTIC—VA ECOTYPE 20% SORGHASTRUM NUTANS, NEW ENGLAND 2 ECOTYPE 20% ELYMUS CANADENSIS 10% AGROSTIS HYEMALIS, PIEDMONT NC ECOTYPE 8.00% LTHYRUS SYLVESTRYS 1.00% JUNCUS EFFUSUS 1.00% JUNCUS TENUIS, PA ECOTYPE 100.00%

SECTION B-B

BASIN SEED MIX SECTION A-A OUTLET CONTROL STRUCTURE NOT TO SCALE ERFORATED RISER 2 24" T.G 119.00 INV: 116.50 COMMON NAME

SWITCHGRASS, "HABITAT"—NJ ECOTYPE	15 lb/acre
COASTAL PANICGRASS, ATLANTIC—VA ECOTYPE	15 lb/acre
INDIANGRASS, NEW ENGLAND 2 ECOTYPE	20 lb/acre
CANADA WILDRYE	20 lb/acre
WINTER BENTGRASS, PIEDMONT NC ECOTYPE	20 lb/acre
FLAT PEA	20 lb/acre
SOFT RUSH	20 lb/acre
PATH RUSH, PA ECOTYPE	20 lb/acre

NOT TO SCAL TOP OF GRATE RISER 1

TOP OF GRATE RISER 2 119.00

SMALL SCALE SURFACE INFILTRATION BASIN 4" MIN ON 8" - 24" 6" MIN ON 30" & 36"

NOT TO SCALE OUTLET CONTROL STRUCTURE 2 NOT TO SCALE —RISER 1 INV. OUT 116.01 12" PIPE RISER 2 INV. OUT 116.50 12" PIP THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 SECTION A-A

R INSTALLATION DETAIL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. * CLASS I OR II MATERIAL PER ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8" LOOSE LIFTS TO 95 % MIN. OF MAX. SPD * BEDDING (CLASS I OR II MATERIAL) = 4" MIN. FOR 12" – 24" HDPE PIPE = 6" MIN. FOR 30"–60" HDPE PIPE NOT TO SCALE SECTION B-B * LOAD BEARING CONCRETE COLLAR AS SPECIFIED BY DESIGN ENGINEER (WHERE REQUIRED)

* CLASS I BACKFILL REQUIRED AROUND 60" DIAMETER FITTINGS * LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER.

CLEANOUT DETAIL NOT TO SCALE

PERFORATION SCHEDULE

NTUPLAST STRUCTURE PERFORATION SCHEDULE NTS SHEET 1 OF 1 DWG NO. 7001-110-008 REV E FOREBAY RISER DETAIL NOT TO SCAL

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS

REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS

REV. - 10-18-2024 REVISED FOR SCD COMMENTS

REV. - 8-06-2024 REVISED FOR SCD COMMENTS

SOIL EROSION & SEDIMENT CONTROL DETAILS

PRELIMINARY & FINAL MAJOR SITE PLAN

1231 ALDRICH ROAD

BLOCK 6002 LOTS 2 & 3

TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY

OWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV

COA 24GA28321300 ERIC HALPERT ERIC HALPERTI PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 01-22-2024 ===== PAGE 12 ===== Notes: Turn(s) based upon a design speed of 5.00mph.

## GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) inch = 20 ft.

REV. - 03-26-2026	REVISED FOR REVIEW COMMENTS
REV. - 03-30-2025	REVISED FOR RESOLUTION COMPLIANCE
REV. - 02-26-2025	REVISED FOR RESOLUTION COMPLIANCE
REV. - 11-08-2024	REVISED FOR OCEAN COUNTY COMMENTS
REV. - 10-18-2024	REVISED FOR SCD COMMENTS
REV. - 8-06-2024	REVISED FOR SCD COMMENTS
CIRCULATION PLAN - FIRE
PRELIMINARY & FINAL MAJOR SITE PLAN 1231 ALDRICH ROAD BLOCK 6002 LOTS 2 & 3 TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY OWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV
HALER CONSULTING SITE ENGINEERING 21 S HOPE CHAPEL ROAD, UNIT 206 JACKSON, NEW JERSEY 08527 PH. (732) 806-7541 F. (732) 806-7439 OFFICE@HALERCONSULTING.COM COA 246428321300	PROJECT NO.

12 of 19 ===== PAGE 13 =====

GRAPHic SCALE

(IN FEET) nch = 20 ft

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS

REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS

REV. - 10-18-2024 REVISED FOR SCD COMMENTS

REV. - 8-06-2024 REVISED FOR SCD COMMENTS

CIRCULATION PLAN - REFUSE

PRELIMINARY & FINAL MAJOR SITE PLAN

1231 ALDRICH ROAD

BLOCK 6002 LOTS 2 & 3

TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY

OWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV

ONSULTING TE ENGINEERING S HOPE CHAPEL ROAD, UNIT 206 JACKSON, NEW JERSEY 08527 .(732) 806-7541 F.(732) 806-7439 FFICE@HALERCONSULTING.COM PROJECT NO. 22-130 SCALF COA 24GA28321300 ERIC HALPERTI PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 01-22-2024 SHEET NO. 13 of 19 ===== PAGE 14 =====

## GRAPHIC SCALE

(IN FEET) inch = 20 ft

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS

REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE

REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS

REV. - 10-18-2024 REVISED FOR SCD COMMENTS

REV. - 8-06-2024 REVISED FOR SCD COMMENTS

CIRCULATION PLAN-VEHICLE TURNING

PRELIMINARY & FINAL MAJOR SITE PLAN1231 ALDRICH ROADBLOCK 6002 LOTS 2 & 3TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEYOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV

HALER ON SULTING ITE ENGINEERING PROJECT NO. 22-130 SCAIF 24GA28321300 ERIC HALPERT PROFESSIONAL ENGINEER AND PLANNER NJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488 01-22-2024 SHEET NO. 4 of 19 ===== PAGE 15 ===== Station ===== PAGE 16 =====

4" CONCRETE SIDEWALK (TYP.)

FULL DEPTH PAVEMENT INSTALLATION (TYP.)

VERT. 1" = 5' HOR. 1" = 5' 4" CONCRETE SIDEWALK (TYP.)

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS
REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS
REV. - 10-18-2024 REVISED FOR SCD COMMENTS
REV. - 8-06-2024 REVISED FOR SCD COMMENTS
ROADWAY CROSS SECTIONS (1 OF 2)
PRELIMINARY & FINAL MAJOR SITE PLAN1231 ALDRICH ROADBLOCK 6002 LOTS 2 & 3TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEYOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV
	22-130

	SHEET NO. 16 of 19

===== PAGE 17 ===== R.O.W. 30' PAVEMENT WIDTH

R.O.W. 30' PAVEMENT WIDTH 20.0' RAVELED WAY

VERT. 1" = 5' HOR. 1" = 5' 18" RCP PIPE 123

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS
REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS
REV. - 10-18-2024 REVISED FOR SCD COMMENTS
REV. - 8-06-2024 REVISED FOR SCD COMMENTS
ROADWAY CROSS SECTIONS (2 OF 2)
PRELIMINARY & FINAL MAJOR SITE PLAN1231 ALDRICH ROADBLOCK 6002 LOTS 2 & 3TOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEYOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV
[F: [F8]

===== PAGE 18 ===== BINGHAM & TAYLOR 6" CLEANOUT COVER PART # FMLAMPS OR EQUAL SET ON 6" OF 3/4" STONE

75' MAXIMUM NOTE: LOCATION OF SERVICE CONNECTION & CLEANOUT SHALL BE DETERMINED IN THE FIELD TO COMPLY WITH REQUIREMENTS OF THE PROPERTY OWNER & NJAW. CLEAN-OUT IS NOT PERMITTED IN DRIVEWAY OR SIDEWALK. WATER MAII

NOTES SINGLE 4" WIDE YELLOW STRIPE 1. FIRE LANE GROUND MARKING SHALL BE A MINIMUM OF 20' WIDE LABELED "NO PARKING FIRE LANE" 2. THE LETTERING SHALL BE LEGIBLE AND THE LETTER SIZE SHALL BE A MINIMUM OF 24" HIGH AND A FOUR INCH STROKE. 3. THE WORDING SHALL FACE DIRECTION OF TRAVEL OR ALTERNATE DIRECTION OF TRAVEL FOR A MAXIMUM DISTANCE OF EVERY 75' ON PAVED SURFACE. 4. STRIPING AND LETTERING SHALL BE APPROVED NJDOT STANDARD STRIPING AND LETTERING SHALL BE APPROVED NJDOT STANDARD TRAFFIC YELLOW PAINT.

TRUSS "ROOF NOTES: 1. THE EMBLEM SHALL BE OF A BRIGHT AND REFLECTIVE COLOR, OR MADE OF REFLECTIVE MATERIAL. 2. THE SHAPE OF THE EMBLEM SHALL BE AN ISOSCELES TRIANGLE. 3. THE SIZE OF THE EMBLEM SHALL BE 12" HORIZONTALLY AND 6" VERTICALLY, WITH LETTERS OF A SIZE AND COLOR TO MAKE THEM CONSPICUOUS AND SHALL BE PRINTED ON THE EMBLEM AS SHOWN ABOVE. 4. THE EMBLEM SHALL BE PERMANENTLY AFFIXED TO THE LEFT OF THE MAIN ENTRANCE DOOR AT THE HEIGHT OF BETWEEN 4 FEET AND 6 FEET ABOVE THE GROUND, AND SHALL BE INSTALLED AND MAINTAINED BY THE OWNER OF THE BUILDING. ## FIRE LANE STRIPING ## TRUSS BUILDING SIGN N.T.S. N.T.S. ## § 204-7 Fire lanes or zones; loading zones ### E. Specifications for fire lanes/zones (1) Fire lane or zone signs shall be erected with the bottom of the sign not less than six feet above the ground, 12 inches wide by 18 inches in length, with a white reflective aluminum background with a red border, and a minimum of three-inch size reflective red letters labeled "NO" on the first line, three-inch size reflective red letters labeled "PARKING" on the second line, two-inch size reflective red letters labeled "FIRE" on the third line, and two-inch size reflective red letters labeled "LANE" or "ZONE" on the fourth line. Spacing of the signs shall be even, with one sign facing the direction of travel, or alternate direction of travel, for a maximum distance of 100 feet per sign or as ordered by the Fire Official. (2) Fire lane ground marking shall be a minimum of 20 feet wide and labeled "NO PARKING FIRE LANE," bordered by a four-inch-wide yellow stripe on both sides, with approved New Jersey Department of Transportation standard traffic yellow paint. The wording shall face the direction of travel, or alternate direction of travel, for a maximum distance of every 100 feet on paved surface, or as ordered by the Fire Official. The lettering shall be legible, and the letter size shall be a minimum of 24 inches high and four-inch stroke. (3) Fire zone ground marking shall be a minimum of 12 feet wide and 10 feet in length, posted with a fire zone sign and ground marking labeled "FIRE ZONE," bordered by a four-inch-wide yellow stripe and diagonal stripes with approved New Jersey Department of Transportation standard traffic yellow paint lettered legibly on a paved surface. The lettering shall be a minimum of 24 inches high and four-inch stroke. Two crash posts shall be installed, if required, by the Fire Official and constructed of steel not less than four inches in diameter, concrete filled and painted yellow. The posts shall be spaced not more than four feet six inches between posts on center, set not less than three feet six inches deep in a concrete footing of not less than 18 inches in diameter. The top of the posts shall not be less than three feet above ground. (4) Preexisting unpaved fire access roadways installed on public or private property shall be subject to the approval of the Fire Official. Signs and markings shall be provided as required by the Fire Official.

CURB BOX MUST BE

BINGHAM & TAYLOR 5-1/4" NO. 4908 VALVE BOX TOP SECTION AND COVER SIZE NO. 54-S OR EQUAL LID MARKED "WATER" SET ON 6" OF 3/4" STONE NOT TO SCALE MUELLER BRONZE SERVICE SADDLE PVC, C900 DR14 = MUELLER H-13000 CONCRETE A.C.P., 2" D.I.P. MUELLER BR2B BLOCK GROUND KEY CURB STOP & DRAIN, MUELLER 15201, 15209 ORISEAL, FORD Z22 OR EQUAL

6" THICK, DENSE GRADED — AGGREGATE BASE COURSE 18" COPPER BEYOND 1" SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP TRAVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20' APART AND SHALL BE FILLED WITH PERFORMED BITUMINOUS IMPREGNATED FIBER JOINT FILLER COMPLYING WITH THE REQUIREMENTS FOR TYPE III FILLER IN A.A.S.H.O. SPEC M 153 RECESSED 1/4" IN FROM FRONT FACE AND TOP OF CURB EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB. WATER SERVICE

9" x 18" CONCRETE VERTICAL CURB

N.T.S. SIGN LEGEND GATE HINGE FASTENED TO DOOR BRACE ___

COLOR SURFACE ___ (SHADED AREA) SIDEWALK LOCKING LATCH

30' (TYP.)

PLAN

1.6" MIN. TO 2.4" MAX. CENTER TO CENTER T.D. SPACING TRUNCATED DOME (T.D.) 17' (TYP.) SIDEWALI DUMPSTER ENCLOSURE DETAIL 1" = 5' BOARD ON BOARD FENCE NOT TO SCALE EXISTING PAVEMENT WIDTH (VARIES15.5'TYP.) EXISTING ROAD X-SECTION N.T.S.

DUMPSTER PAD DETAIL NTS

DIMENSION KEY A=6" REVEAL (FINAL) B=8" REVEAL (TEMPORARY) C=12" OVERLAP (FINAL PAVE) D=6" THICK E=4" THICK 6" THICK DENSE AGGREGATE BASE COURSE/ R.C.A. VARIABLE THICKNESS 4"- 6" THICK 19M64 HOT MIX BASE COURSE (TEMP. PAV'T) SIDEW VARIABLE MILL 0"-2" PAVE

COMPACTED — SUBGRADE

2" THICK 12.5M64 HOT MIX ASPHALT SURFACE COURSE (FINAL PAVE) — 0.90" MIN. TO 1.4" MAX. BASE DIAMETER

PLAN VIEW

NOTES:

CHAIN LINK FENCE NOT TO SCALE

ROAD WIDENING PAVEMENT

PARKING LOT CROSS-SECTION DETAIL

DETECTABLE WARNING SURFACE

4" WIDE 50' LONG DOUBLE YELLOW TRAFFIC STRIPING LONG LIFE, EPOXY (SEE NOTES)

1. REFUSE ENCLOSURE TO BE SCREENED WITH 5 FOOT MINIMUM—WIDTH LANDSCAPING AREA. SEE LANDSCAPING PLAN FOR DETAILS. 2. IF LOCATED WITHIN OR ADJACENT TO A PARKING AREA OR ACCESS DRIVE, THE ENCLOSED REFUSE AREAS SHALL BE SEPARATED FROM SUCH PARKING AREA OR ACCESS DRIVE BY CURBING. SEE SITE PLAN. VARIES - SEE PLANS 4" CRUSHED STONE SUBBASE, (MIX #5) OR APPROVED EQUAL

CONCRETE APRON SECTION DETAIL

N.T.S. 12'.MIN. 0" MIN., 6" DESIRABLE, MEASURED FROM BACK OF CURB EDGE RADIUS

SIGN TO BE SECURELY FASTENED WITH BOLTS NUTS & WASHERS OF ALUM. OR HOT-DIPPED GALVANIZED STEEL

ADA PARKING DETAIL ADA PARKING SIGN DETAIL N.T.S. INLET TYPE B NOTE: 1. ALL TRAFFIC MARKINGS, SIGNS AND POSITION MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL TRAFFIC STRIPING AND TRAFFIC MARKINGS SHALL BE RETRO REFLECTIVE, LONG LIFE FOR BOTH EPOXY AND THERMOPLASTIC. ## TRAFFIC STRIPING & TRAFFIC MARKINGS CROSSWALKS, STOP BAR & CENTERLINES Not to Scale — BITUMINOUS EXPANSION JOINTS @ 20'

VARIES SEE PLAN SEE NOTE COMPACTED SUBGRADE

1. PREFERMED BITUMINOUS EXPANSION JOINTS, 1/2" THICK, 4" DEEP, AND EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE INSTALLED EVERY 20 FEET. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FEET THE FILL I WALK WIDTH INSTALLED EVERY 4 FEET THE FULL WALK WIDTH. THE TOWNSHIP ENGINEER SHALL APPROVE ALL SUBGRADES PRIOR TO THE POURING OF ANY CONC. 2. THE TOWNSHIP ENGINEER SHALL APPROVE ALL SUBGRADES PRIOR TO THE POURING OF ANY CONCRETE. 3. ALL SIDEWALK THAT IS BROKEN, CRACKED, OR OUT OF ALIGNMENT SHALL BE REPLACED PRIOR TO ACCEPTANCE. 4. CONCRETE SHALL BE CLASS "B" PORTLAND CEMENT HAVING A 28 DAY STRENGTH OF 4500 PSI. 5. THERE SHALL BE A FLOAT FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL. 6. HANDICAP RAMPS SHALL HAVE A LIGHT BROOM FINISH WITH THE STRIATIONS PERPENDICULAR TO TRAFFIC. 7. DIMENSIONS SHOWN AS VARIABLE SHALL BE CONFIRMED BY THE ENGINEER. 8. CONCRETE SIDEWALKS TO BE 4' WIDE EXCEPT FOR A 5'X10' WHEELCHAIR PASSING ZONE EVERY 200' MIN.

CONCRETE SIDEWALK DETAIL

OT TO SCALE

REV. - 03-26-2026 REVISED FOR REVIEW COMMENTS
REV. - 03-30-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 02-26-2025 REVISED FOR RESOLUTION COMPLIANCE
REV. - 11-08-2024 REVISED FOR OCEAN COUNTY COMMENTS
REV. - 10-18-2024 REVISED FOR SCD COMMENTS
REV. - 8-06-2024 REVISED FOR SCD COMMENTS
CONSTRUCTION DETAILS
PRELIMINARY & FINAL MAJOR SITE PLAN\n1231 ALDRICH ROAD\nBLOCK 6002 LOTS 2 & 3\nTOWNSHIP OF JACKSON OCEAN COUNTY, NEW JERSEY\nOWNER/APPLICANT: CHAIM HEIMOVITZ & MATTISYAHU NUSSBAUM / KEHILLA DBROOKWOOD IV
[F52]	[F38]	\n22 120\n[F3]
21 S HOPE CHAPEL ROAD, UNIT 206\nJACKSON, NEW JERSEY 08527\nPH. (732) 806-7541 F. (732) 806-7439\nOFFICE@HALERCONSULTING.COM\nCOA 24GA28321300	ERIC HALPERT\nPROFESSIONAL ENGINEER AND PLANNER\nNJ PE LIC. NO. 55771 NJ PP LIC. NO. 6488	DATE\n01-22-2024
		SHEET NO.\n18 of 19

===== PAGE 19 ===== TOP OF GRAT

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE IN LETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NOT TO SCALE

PERFORATION SCHEDULE

1 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 2 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 3 - TO PREVENT BLOCKAGE OF PERFORATIONS, BASIN SHOULD BE WRAPPED IN AN ENGINEER APPROVED GEO-TEXTILE FABRIC. 4 - PERFORATIONS CANNOT BE INSTALLED IN 36" BASIN REDUCING CON RISER 1 INV. OUT 116.01 12" PIPE-RISER 2 INV. OUT 116.50 12" PIPE

THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ©2012 NYLOPLAST	DRAWN BY CJA	MATERIAL	3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com
	DATE 7-20-99		TITLE NYLOPLAST STRUCTURE PERFORATION SCHEDULE
	REVISED BY NMH	PROJECT NO./NAME
	DATE 11-2-18
	DWG SIZE A	SCALE NTS	SHEET 1 OF 1 DWG NO. 7001-110-008 REV E

## FOREBAY RISER DETAI NOT TO SCALE

36" HDPE PERF PIPE

FOR DESIGN INFORMATION, DIMENSIONS AND RIP RAP SIZE SEE CHART BELOW. SECTION A-A 2. STONES FOR RIP RAP SHALL BE COMPOSED OF A WELL GRADED MIXTURE OF DURABLE ROCK SUCH THAT 50% OF THE MIXTURE BY WEIGHT SHALL BE LARGER THAN A d50 STONE DIAMETER THE MIXTURE SHALL CONTAIN A SUFFICIENT MIXTURE OF OTHER STONES TO FILL VOIDS. THE DIAMETER OF THE LARGEST STONE SIZE SHALL BE 1.5 d50. 3. TAILWATER (TW) IS BASED UPON 0.2 x do OR SURFACE WATER ELEVATION, WHICHEVER IS HIGH PLAN VIEW

SCOUR HOLE OUTLET PROTECTION EXCAVATION TRENCH d50= 6"

- 'ER OPENING AS REQUIRE ▲ ←

3 (H) SEE RIP-RAP DETAIL FOR—APRON SIZING (TYP.) ACCESS RISER FILTER FABRIC INSTALL BENEATH APPRON STONE 1. FLARED END SECTIONS SHALL CONFIRM TO THE REQUIREMENTS OF ASTM C76, AS MANUFACTURED BY VIANINI PIPE INC. OF WHITEHOUSE NJ, 08889, OR APPROVED EQUAL. CIRCUMFERENTIAL REINFORCEMENT MAY CONSIST OF EITHER ONE CAGE OR TWO CAGES OF STEEL. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 400 PSI. 2. TRASH RACK TO BE REMOVABLE. ## FLARED END SECTION DETAIL

SCALE: N.T.S. ## OUTLET CONTROL STRUCTURE 2 NOT TO SCALE

UNDERGROUND BASIN — PLAN VIEW NOT TO SCALE -RIPRAP 12" THICK APRON 42" O.D. 36" I.D.

(3) #6 CONTINUOUS— 4640 TRUEMAN BLVD HILLIARD, OHIO 43026

* CLASS I OR II MATERIAL PER ___ BEDDING (CLASS I OR II MATERIAL) ASTM D2321, LATEST EDITION, = 4" MIN. FOR 12" – 24" HDPE PIPE ___ COMPACTED IN MAX. 8" LOOSE = 6" MIN. FOR 30"–60" HDPE PIPE LIFTS TO 95 % MIN. OF MAX. SPD PIPE WALL PENETRATION NOT TO SCALE

CLASS I OR II MATERIAL PER BEDDING (CLASS I OR II MATERIAL) ASTM D2321, LATEST EDITION, = 4" MIN. FOR 12" – 24" HDPE PIPE COMPACTED IN MAX. 8" LOOSE = 6" MIN. FOR 30"–60" HDPE PIPE LIFTS TO 95 % MIN. OF MAX. SPD

SECTION A-A SECTION B-B

* LOAD BEARING CONCRETE COLLAR AS SPECIFIED BY DESIGN ENGINEER (WHERE REQUIRED)

IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER. * CLASS I OR II MATERIAL PLACED AND COMPACTED IN SUITABLE ACCORDANCE WITH FOUNDATION ASTM D2321 IN PIPE ZONE ## * CLASS I BACKFILL REQUIRED AROUND 60" DIAMETER FITTINGS NOTES: LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED

8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 36" DIAMETER PIPE AND 24" OF COVER FOR 42" — 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.

24" DRAIN BASIN RISER * CLASS I OR II MATERIAL PER ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 8" LOOSE LIFTS TO 95 % MIN. OF MAX. SPD PERFORATE RISER INV. OUT 116.01

NOT TO SCALE

PLAN

GENERAL NOTES: 1. ALL CONCRETE TO BE CLASS B 4,500 P.S.I. 2. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH ½" THICK CEMENT PLASTER. INLET FRAME SHALL BE SECURELY GROUTED IN PLACE. 3. FRAME & GRATE TO BE CAMPBELL-FOUNDRY No. 3440 OR APPROVED EQUAL. 4. PROVIDE 7/8" DIA. ALUMINUM LADDER RUNGS, 12" O.C. AS NECESSARY. 5. ALL PRECAST STRUCTURES TO RECIEVE BITUMASTIC TAR COAT OUTSIDE ONLY.