CALCULATION SUMMARY

REQUIREDPROPOSED
AREAMINAVGMINMAXMAX/MINAVG/MINCOMPLIANCE
PARKING LOT, ADJACENT WALKWAYS, AND ACCESS DRIVES0.5 FC1.8 FC0.5 FC4.4 FC8.8:13.6:1COMPLIES
TRUCK LOADING ZONE0.5 FC1.0 FC0.1 FC2.2 FC22.0:110.0:1DESIGN WAIVER

LUMINAIRE SCHEDULE

LABELSYMBOLQTYMANUFACTURERMODEL NO.TEMPERATURELUMENSWATTSARRANGEMENTTHROWLLFHEIGHTFILE NAME
A➡2KIM LIGHTINGWDS-D-24L-30-3K7-4F3,000K3,34328.8AREA (WALL)TYPE 4F1.015'WDS-D-24L-30-3K7-4F.IES
B⬆10KIM LIGHTINGWDS-D-24L-30-3K7-4W3,000K3,26729.0AREA (WALL)TYPE 4W1.015'WDS-D-24L-30-3K7-4W.IES
C⬆1BEACON LIGHTINGVP-1-160L-100-3K7-5QW3,000K12,500184.0AREA (TWIN)TYPE 5QW1.025'VP-1-160L-100-3K7-5QW.IES
D✉1BEACON LIGHTINGVP-1-160L-100-3K7-4F3,000K12,500184.0AREA (TWIN)TYPE 4F1.025'VP-1-160L-100-3K7-4F.IES
E❄2BEACON LIGHTINGVP-1-160L-100-3K7-4F-HSS-90-B3,000K12,50092.0AREA (POLE)TYPE 4F HS1.025'VP-1-160L-100-3K7-4F-HSS-90-B.IES
F❄2BEACON LIGHTINGVP-1-160L-100-3K7-4W-BC3,000K12,50097.2AREA (POLE)TYPE 4W BC1.025'VP-1-160L-100-3K7-4W-BC.IES
LIGHTING COMPLIANCE CHART
SECTIONREQUIREMENTSCOMPLIANCE
244-160 L.(1) PERFORMANCE STANDARDSTHE ILLUMINATION PROVIDED BY ARTIFICIAL LIGHTING ON THE PROPERTY SHALL NOT EXCEED 0.5 FOOTCANDLE BEYOND ANY PROPERTY LINE.COMPLIES

ALL PARKING AREAS FOR 10 OR MORE VEHICLES SHALL HAVE ARTIFICIAL LIGHTING THAT WILL PROVIDE A MINIMUM LIGHTING LEVEL OF 0.5 HORIZONTAL FOOTCANDLE THROUGHOUT THE PARKING AREA AND ACCESS DRIVES. FOR MULTIFAMILY USES, SUCH LIGHTS SHALL BE OPERATED FROM DUSK TO DAWN AND FOR ALL OTHER USES WHEN THE SITE OR STRUCTURE IS OCCUPIED. FREESTANDING LIGHT POLES SHALL BE NO HIGHER THAN THE HEIGHT OF THE HIGHEST PRINCIPAL BUILDING OR 30 FEET, WHICHEVER IS LESS. SHIELDING SHALL BE REQUIRED WHERE NECESSARY TO PREVENT LIGHT TRESPASS GLARE UPON ADJACENT PROPERTIES OR STREETS.

LIGHTING NOTES

  1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE PROJECT'S STATE, LATEST EDITION AND ALL APPLICABLE FEDERAL AND STATE CODES, STANDARDS, REGULATIONS, AND LAWS.
  2. IF APPLICABLE, STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318, "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH ACI-315, "MANUAL OF STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." FORMWORK SHALL CONFORM WITH ACI-347 "GUIDE TO FORMWORK FOR CONCRETE", UNLESS OTHERWISE NOTED ON THE CONTRACT DOCUMENTS.
  3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, AND COORDINATE WITH ALL CONTRACT DRAWINGS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. CONTRACTOR SHALL ENSURE NO CONFLICTS BETWEEN LIGHT POLE FOUNDATIONS AND STRUCTURES OR PIPES.
  4. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE.
  5. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
  6. IF APPLICABLE, CONCRETE SHALL BE NJDOT CLASS 'B' CONCRETE AND COMPLY WITH ALL REQUIREMENTS OUTLINED BY NJDOT.
  7. ALL CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4" TO WITHIN A TOLERANCE OF 1".
  8. ALL EXPOSED CONCRETE SHALL BE AIR ENTRAINED, 6% (WITHIN 1% TOLERANCE), CONFORMING TO ASTM C260.
  9. REINFORCING STEEL BARS SHALL BE MINIMUM ASTM A615, GRADE 60. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS.
  10. CONTRACTOR SHALL HAVE A GEOTECHNICAL ENGINEER ON SITE TO INSPECT AND APPROVE FILL AND SUBGRADE CONDITIONS PRIOR TO PLACING CONCRETE.
  11. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH LIGHT POLE MANUFACTURER AND TO VERIFY APPLICABILITY OF AREA LIGHT POLE FOUNDATION DETAIL. IF SOIL CONDITIONS IN THE FIELD OR DESIGN ASSUMPTIONS ARE DIFFERENT THAN THOSE INDICATED ON THE CONTRACT DOCUMENTS OR DESIGN CALCULATIONS, ALL CONSTRUCTION ACTIVITIES ARE TO CEASE AND THE LANDSCAPE ARCHITECT OR OWNER SHALL BE NOTIFIED IMMEDIATELY.

AREA LIGHTS TO BE CONTROLLED VIA A PHOTOCELL TIMER TO TURN ON AT DUSK AND OFF AT DAWN

N ⊕

  1. REVISED PER AGENCY COMMENTS 01/15/26 ZF
  2. REVISED PER COUNTY AND SCD COMMENTS 07/31/25 ZF
  3. REVISED PER COUNTY AND SCD COMMENTS 06/05/25 ZF
  4. NO. REVISION DATE BY

ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINA AND UNPUBLISHED WORK OF THE ENGINEER AND MAY NOT BE DUPLICATED, USED OR

DISCLOSED WITHOUT WRITTEN CONSENT OF THE ENGINEER.

PROJECT: PRELIMINARY & FINAL MAJOR SITE PLAN FOR BLOCK 22401, LOT 7-12 LOCATION: JACKSON TOWNSHIP OCEAN COUNTY NEW JERSEY

DRAWING TITLE: LIGHTING PLAN

PROJECT NO. 23089 DATE 01/22/25 DRAWN BY HH CHECKED BY YP

Digitally signed by Yosef Portnoy Date: 2026.01.19 11:34:43-05'00' YOSEF PORTNOY SCALE AS NOTED SHEET NO. 10 OF 24

LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593

YOSEF PORTNOY