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

  1. THRUST BLOCKS ARE TO BE PROVIDED AT ALL WATER MAINS, BENDS AND FITTINGS.
  2. FIRE HYDRANTS MUST BE SUPPLIED BY A MINIMUM OF 6" WATER LINES.

22LOT 19

2 01/22/2024 REV PER PLANNING BOARD COMMENTS KNL

1 11/20/2023 GENERAL REVISIONS KNL

No. DATE DESCRIPTION BY

☰PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS CONSTRUCTION SERVICES

5 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 0870 PHONE 732 363 0060 FAX 732 363 0073

PHONE 732 363 0060 FAX 732 363 0073

NEW JERSEY STATE BOARD OF P.E. & L.S. ERTIFICATE OF AUTHORIZATION NO. 24GA28125400

N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM

WILLIAM A. STEVENS, PE, PP

  1. WATER MAINS MUST HAVE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET AND A MINIMUM VERTICAL SEPARATION OF 18 INCHES BETWEEN BOTH SEWER MAINS AND FORCE MAINS. IF SUCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES WITH THE SEWER/FORCE MAIN AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. WHERE SEPARATION IS NOT MAINTAINED BETWEEN THE WATER AND SEWER/FORCE MAINS, INSTALL THE SEWER/FORCE MAIN WITH DUCTILE IRON PIPE WITH WATER TIGHT JOINTS THAT ARE A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE WATER MAIN.
  2. GRAHAM J. MACFARLANE, PE, PP, CME
  3. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110
  4. KRISTIN 1/22/24 H:\PROJECTS\323617 < 323617 S05 UTILITIES PLAN >
  5. WATER MAINS: INSTALL THE SEWER/FORCE MAIN A MINIMUM OF 18" BELOW THE WATER MAIN. IF THE VERTICAL CLEARANCE BETWEEN MAINS IS LESS THAT THIS, THE SEWER/FORCE MAIN MUST BE DUCTILE IRON WITH WATER TIGHT JOINTS THAT ARE A DISTANCE OF AT LEAST 10 FEET ON EITHER SIDE OF THE WATER MAIN. IF THE MAIN MUST CROSS BENEATH THE SEWER/FORCE MAIN TO MAINTAIN COVER, THE DUCTILE IRON PIPE SHALL BE PROVIDED AS NOTED ABOVE REGARDLESS OF VERTICAL CLEARANCE.
  6. ALL OTHER PIPING AND UTILITIES EXCEPT WATER MAINS: PROVIDE 12" MINIMUM VERTICAL CLEARANCE BETWEEN SEWER MAINS AND OTHER PIPING OR UTILITIES CROSSING EITHER ABOVE OR BELOW. IF OTHER PIPING OR UTILITIES CROSS 12" - 18" ABOVE THE SEWER, SUPPORT THE TOP PIPING OR UTILITY WITH CONCRETE CRADLES.
  7. PROVIDE 4'-0" MINIMUM COVER OVER PVC SEWER MAINS AND 3'-0" MINIMUM COVER OVER DIP SEWER MAINS. PROVIDE 3'-0" MINIMUM COVER OVER SEWER LATERALS.
  8. ALL SANITARY SEWER SHALL BE P.V.C. CONFORMING TO ASTM D-3034; SDR-35 WITH PUSH ON JOINTS, EXCEPT THAT SEWER HAVING A DEPTH GREATER THEN 15 FEET MUST BE SDR-26.
  9. ALL WATER MAINS SHALL BE PVC C-900 PIPE. PIPE JOINTS SHALL BE OF PUSH-ON TYPE OR MECHANICAL JOINT TYPE.
  10. PROVIDE 4'-0" MINIMUM COVER OVER WATER MAINS.
  11. ALL WATER SERVICES AND PLUMBING SHALL CONFORM WITH THE PLUMBING SUBCODE NJAC 5:23-3.15.
  12. ALL WATER VALVES SHALL BE RESILIENT WEDGE TYPE IN ACCORDANCE WITH THE AMERICAN WATER WORKS ASSOCIATION STANDARD SPECIFICATION C-509.
  13. VALVES SHALL BE PLACED ON WATER DISTRIBUTION MAINS NOT MORE THAN 1,000 FEET APART.
  14. A HYDRANT OR BLOW OFF VALVE SHALL BE LOCATED BEYOND THE LAST SERVICE CONNECTION ON TEMPORARY DEAD ENDS.
  15. WATER METERS SUBJECT TO FINAL ARCHITECTURAL DESIGN.
  16. BACKFLOW PREVENTERS TO BE PROVIDED WITHIN EACH BUILDING FOR THE FIRE SERVICE. A PHYSICAL CONNECTION PERMIT IS REQUIRED FROM NJDEP FOR EACH BACKFLOW PREVENTER
UTILITY PLAN
FOR
TAX BLOCK 22203 TAX LOT 11
TOWNSHIP OF JACKSON
OCEAN COUNTYNEW JERSEY
SCALE:1" = 30'JOB NUMBER:323617
DRAWN BY:KNLDATE:MARCH 17, 2023
DESIGN/CALC'D BY:IMBSHEET: 515
CHECKED BY:WAS