ALL CONCRETE TO BE NJDOT CLASS "B".
IF WALL CONSTRUCTION IS NOT PRECAST CONCRETE, WALLS SHALL BE PLASTERED INSIDE AND OUT WITH 1/2" THICK CEMENT PLASTER.
FRAME AND GRATE TO BE NO. 3425 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL.
PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER.
WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0" SHALL BE INCREASED TO 8" WIDTH AND THE FOUNDATION SHALL BE 8" THICK. WHEN THE DEPTH IS 8' OR MORE, FOUNDATION SHALL EXTEND 12" BEYOND THE OUTER EDGE OF THE WALLS.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS.
N.T.S.
IF WALL CONSTRUCTION IS NOT PRECAST CONCRETE, WALLS SHALL BE PLASTERED INSIDE AND OUT WITH 1/2" THICK CEMENT PLASTER.
FRAME AND GRATE TO BE NO. 2618 AS MANUFACTURED BY CAMPBELL FOUNDRY CO. OR EQUAL.
PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER.
WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8' SHALL BE INCREASED TO 8" WIDTH AND THE FOUNDATION SHALL BE 8" THICK. WHEN THE DEPTH IS 8' OR MORE, FOUNDATION SHALL EXTEND 12" BEYOND THE OUTER EDGE OF THE WALLS.
INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH H-20 LOADING REQUIREMENTS.
N.T.S.
THE STORM MANHOLE CONCRETE STRUCTURE MUST BE PRECAST CONCRETE TO MEET A MINIMUM OF HS-25 LOADING. ALL UNITS SHALL BE CONSTRUCTED AND REINFORCED IN ACCORDANCE WITH THE APPROPRIATE ASTM, ACI, AND AASHTO STANDARDS. ALL PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A LEAK-PROOF JOINT.
THE INLET FRAME AND GRATE/COVER SHALL BE CAMPBELL FOUNDRY PATTERN NO. 1012D, OR APPROVED EQUAL.
ALL PIPES SHALL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE.
SUITABLE EXCAVATED SOIL MAY BE USED AS BACKFILL IN NON-STRUCTURALLY SUPPORTING AREAS OR AS DIRECTED BY THE MUNICIPAL ENGINEER. AREAS SUPPORTING ANY STRUCTURE SHALL BE BACKFILLED USING DENSE GRADED AGGREGATE OR AS DIRECTED BY THE ENGINEER.
THE INSIDE DIAMETER IS A MINIMUM DIMENSION. INSIDE DIAMETER TO BE ADJUSTED AS NECESSARY TO ACCOMMODATE STORM PIPE SIZES AND ALIGNMENT.
PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER.
SEE STORM MANHOLE FRAME AND
THE INLET FRAME AND GRATE/COVER SHALL BE CAMPBELL FOUNDRY PATTERN NO. 1012D, OR APPROVED EQUAL.
ALL PIPES SHALL EXTEND NO MORE THAN 1 INCH INTO THE STRUCTURE.
SUITABLE EXCAVATED SOIL MAY BE USED AS BACKFILL IN NON-STRUCTURALLY SUPPORTING AREAS OR AS DIRECTED BY THE MUNICIPAL ENGINEER. AREAS SUPPORTING ANY STRUCTURE SHALL BE BACKFILLED USING DENSE GRADED AGGREGATE OR AS DIRECTED BY THE ENGINEER.
THE INSIDE DIAMETER IS A MINIMUM DIMENSION. INSIDE DIAMETER TO BE ADJUSTED AS NECESSARY TO ACCOMMODATE STORM PIPE SIZES AND ALIGNMENT.
PROVIDE 7/8" DIAMETER STEEL REINFORCED COPOLYMER LADDER RUNGS, 12" ON CENTER.
SEE STORM MANHOLE FRAME AND
SEE STORM MANHOLE FRAME AND COVER DETAIL.
N.T.S.
PAVEMENT SECTION TO MATCH ADJOINING PAVEMENT.
ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321.
MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
MINIMUM COVER, IN NON-TRAFFIC APPLICATIONS IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. (ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION). FOR TRAFFIC APPLICATIONS, MINIMUM COVER, IS 12" UP TO 48" DIA PIPE AND 24" FOR 60" DIA PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
| PIPE DIAM. | MIN. TRENCH WIDTH |
|---|
| 4" | 21" |
|---|
| 6" | 23" |
|---|
| 8" | 26" |
|---|
| 10" | 28" |
|---|
| 12" | 30" |
|---|
| 15" | 34" |
|---|
| 18" | 39" |
|---|
| 24" | 48" |
|---|
| 30" | 56" |
|---|
| 36" | 64" |
|---|
| 42" | 72" |
|---|
| 48" | 80" |
|---|
| 60" | 96" |
|---|
PVC PIPE SANITARY SEWER TRENCH AND BEDDING DETAIL
N.T.S.
STANDARD MANHOLE FRAMES & COVERS SHALL BE USED ON ALL MANHOLES NOT LOCATED WITHIN EASEMENTS UNLESS DIRECTED OTHERWISE BY THE ENGINEER OR SEWER AUTHORITY.
STANDARD MANHOLE FRAME & COVER SHALL BE CAMPBELL FOUNDRY PATTERN #1012B, OR APPROVED EQUAL, WITH NON-PENETRATING PICK HOLES.
WHEN NECESSARY ADD NOTE: "LOCKING DEVICES STAINLESS STEEL CAP SCREWS".
IN SOME MUNICIPALITIES ADD NOTE: "FRAME AND GRATE TO BE MADE IN USA"
STORM MANHOLE FRAME & COVER DETAIL
N.T.S.
REINFORCEMENT, MIN. 3" EMBEDMENT INTO STRUCTURE WALL.
MANHOLE STEPS TO MEET OR EXCEED O.S.H.A. REQUIREMENTS.
FOR ROADWAY LOCATIONS STEPS SHALL BE ORIENTED TO
ALLOW VIEWING OF ONCOMING TRAFFIC WHEN EXITING
STRUCTURE.
MANHOLE LADDER RUNG DETAIL
N.T.S.
MAX RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITION
RECOMMENDED MINIMUM TRENCH WIDTHS
| PE DIAM. | MIN. TRENCH WIDTH |
|---|
| 4" | 21" |
|---|
| 6" | 23" |
|---|
| 8" | 26" |
|---|
| 10" | 28" |
|---|
| 12" | 30" |
|---|
| 15" | 34" |
|---|
| 18" | 39" |
|---|
| 24" | 48" |
|---|
| 30" | 56" |
|---|
| 36" | 64" |
|---|
| 42" | 72" |
|---|
| 48" | 80" |
|---|
| 60" | 96" |
|---|
MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS**
| CLASS I | CLASS II | CLASS III |
|---|
| PIPE DIAM. | COMPACTED | DIUMPED | 95% | 90% | 95% |
|---|
| 4" | 34 | 16 | 23 | 16 | 17 |
|---|
| 6" | 40 | 19 | 27 | 19 | 20 |
|---|
| 8" | 30 | 14 | 21 | 14 | 15 |
|---|
| 10" | 34 | 16 | 23 | 16 | 17 |
|---|
| 12" | 35 | 17 | 24 | 17 | 18 |
|---|
| 15" | 37 | 18 | 25 | 18 | 19 |
|---|
| 18" | 32 | 15 | 22 | 15 | 16 |
|---|
| 24" | 27 | 13 | 19 | 13 | 14 |
|---|
| 30" | 22 | 11 | 16 | 11 | 11 |
|---|
| 36" | 26 | 12 | 18 | 12 | 13 |
|---|
| 42" | 24 | 11 | 17 | 11 | 12 |
|---|
| 48" | 23 | 11 | 16 | 11 | 12 |
|---|
| 60" | 26 | 12 | 18 | 12 | 13 |
|---|
| PIPE DIAM. | H-25 | HEAVY CONSTRUCTION
(75T AXLE LAOD) * |
|---|
| 12" - 48" | 12" | 48" |
|---|
| 60" | 24" | 60" |
|---|
**SEE BACKFILL REQUIREMENTS IN NOTE**
FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Ys) = 120 PCF
UNIT WEIGHT OF SOIL (Ys) = 120 PCF
ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION
MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
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.
BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. 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-1500mm).
INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING TO THE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.
MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL.
HDPE INSTALLATION DETAIL
N.T.S.
N.T.S.
PAVEMENT SECTION TO MATCH ADJOINING PAVEMENT.
ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321.
MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
MINIMUM COVER, IN NON-TRAFFIC APPLICATIONS IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. (ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION). FOR TRAFFIC APPLICATIONS, MINIMUM COVER, IS 12" UP TO 48" DIA PIPE AND 24" FOR 60" DIA PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
PAVEMENT SECTION TO MATCH ADJOINING PAVEMENT.
ALL PIPE SYSTEMS AND BACKFILL SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600.
WATER MAIN PIPE SHALL BE CEMENT LINED DUCTILE IRON PIPE (DIP) PRESSURE CLASS 150, THICKNESS SHALL BE CLASS 52 WITH ASPHALTIC EPOXY TYPE COATING.
MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL WHEN REQUIRED
NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
MINIMUM COVER, IN NON-TRAFFIC APPLICATIONS IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. (ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION). FOR TRAFFIC APPLICATIONS, MINIMUM COVER, IS 12" UP TO 48" DIA PIPE AND 24" FOR 60" DIA PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.
DIP WATER PIPE TRENCH AND BEDDING DETAIL
N.T.S.
REVISED PER AGENCY COMMENTS 01/15/26 ZF
REVISED PER COUNTY AND SCD COMMENTS 07/31/25 ZF
REVISED PER COUNTY AND SCD COMMENTS 06/05/25 ZF
NO. REVISION DATE BY
CONSULTING
CIVIL CORE CONSULTING, LLC
1969 RUTGERS UNIVERSITY BLVD.
LAKEWOOD, NJ 08701
NJ CERTIFICATE OF AUTHORIZATION NO. 24GA28399400
PROJECT: PRELIMINARY & FINAL
AJUK SITE PLAN
FOR
BLOCK 22401, LOT 7-12.OCATION:
JACKSON TOWNSHIP
OCEAN COUNTY
NEW JERSEY
CONSTRUCTION DETAILs
| PROJECT NO. 23089 | DATE 01/22/25 | DRAWN BY HH | CHECKED BY YP |
|---|
| | | SCALE AS NOTED |
| GE55583 | Digitally signed by Yosef Portnoy
Date: 2026.01.19
11:36:10-05'00' | SHEET NO.
22 OF |
| YOSEF PORTNOY |
| LICENSED PROFESSIONAL ENGINEER NJ LICENSE NO: GE53593 | 24 |