Concept_Plan_Set-Bethel_Irrigation.pdf

PENNSAUKEN TOWNSHIP

GOVERNING BODY

MAYOR PATRICK OLIVO

DEPUTY MAYOR VINCE MARTINEZ

COMMITTEEMAN MARCO DIBATTISTA

COMMITTEEWOMAN JESSICA RAFEH

COMMITTEEWOMAN NICOLE ROBERTS

SHEET INDEX

NO. DESCRIPTION

1 TITLE SHEET

2 GENERAL NOTES

3 CONSTRUCTION PLAN

UTILITY INFORMATION

COMCAST CABLE

1250 HADDONFIELD-BERLIN ROAD

CHERRY HILL, NJ 08034

MERCHANTVILLE-PENNSAUKEN WATER COMMISSION

6751 WESTFIELD AVENUE

PENNSAUKEN, NJ 08110

NJ AMERICAN WATER COMPANY

204 CARRIAGE LANE

DELRAN, NJ 08075

PENNSAUKEN SEWERAGE AUTHORITY

1250 JOHN TIPTON BOULEVARD

PENNSAUKEN, NJ 08110

PUBLIC SERVICE ELECTRIC AND GAS (ELECTRIC)

300 NEW ALBANY ROAD

MOORESTOWN, NJ 08057

PUBLIC SERVICE ELECTRIC AND GAS (GAS)

535 WEST NICHOLSON ROAD

AUDUBON, NJ 08106

VERIZON COMMUNICATIONS

1500 MID-ATLANTIC DRIVE

MT. LAUREL, NJ 08054

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

CONTACT NJ ONE CALL PRIOR TO THE START OF

CONSTRUCTION. CALL FOR MARKOUTS THREE (3) FULL

BUSINESS DAYS IN ADVANCE AND BEGIN EXCAVATION

WITHIN 10 DAYS. ALL CONTRACTORS ON SITE MUST HAVE

THEIR OWN MARKOUT.

2026 RECREATION COMPLEX IRRIGATION IMPROVEMENTS

PENNSAUKEN TOWNSHIP

CAMDEN COUNTY

NEW JERSEY

APRIL 28, 2026

LATEST VERSION OF THE NEW JERSEY

DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION (2019) SHALL GOVERN UNLESS

OTHERWISE SPECIFIED IN THE CONTRACT

DOCUMENTS.

LATEST VERSIONS OF THE NEW JERSEY

DEPARTMENT OF TRANSPORTATION STANDARD

ROADWAY CONSTRUCTION, TRAFFIC CONTROL,

AND BRIDGE CONSTRUCTION DETAILS (2016) AND

STANDARD ELECTRICAL DETAILS (2007) SHALL

GOVERN UNLESS OTHERWISE SPECIFIED IN THE

CONTRACT DOCUMENTS.

PROJECT LOCATION MAP

SCALE: NTS

STREET NAME LENGTH:

TOTAL PROJECT LENGTH:

PENNSAUKEN

TOWNSHIP

2400 MERCHANTVILLE AVE.

PENNSAUKEN, NJ 08110

(856) 665-1000

WWW.PENNSAUKEN.GOV

JOHN ROBERT DOYLE, JR., P.E.

PROFESSIONAL ENGINEER

NJ LIC. NO. 24GE05793500

DATE: APRIL 28, 2026

SHEET NO.

T-1

SHEET 1 OF 3

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 04/28/2026

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TITLE SHEET

PROJECT LOCATION

1601 BETHEL AVENUE

GENERAL NOTES:

1. ALL CONTRACT DOCUMENTS PREPARED AND FURNISHED BY PENNSAUKEN TOWNSHIP OR ITS

DESIGNATED AGENT ARE THE PROPERTY OF PENNSAUKEN TOWNSHIP. THE CONTRACT DOCUMENTS

ARE PROVIDED TO THE CONTRACTOR SOLELY FOR USE ON THIS PROJECT AND NO OTHER PROJECT.

2. THE CONTRACT DOCUMENTS REFERENCED INCLUDE THE BID PROPOSAL, BID SPECIFICATIONS, OFFICIAL CONTRACT, CONSTRUCTION DRAWINGS, REFERENCED STANDARDS AND ANY OTHER

DOCUMENTATION CONSTITUTING THE OFFICIAL CONTRACT DOCUMENTS. THE CONSTRUCTION

DRAWINGS REFERENCED INCLUDE THESE PLANS FOR CONSTRUCTION AND ALL OTHER

REFERENCED CONSTRUCTION PLANS OR DETAILS IN THE CONTRACT DOCUMENTS.

3. ALL WORK MUST CONFORM TO THE APPROVED AND CURRENT EDITIONS OF ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES, ORDERS, REGULATIONS, CODES AND SPECIFICATIONS

HAVING JURISDICTION.

4. THE CONTRACT DOCUMENTS ARE INTENDED SOLELY AS AN OUTLINE FOR CONSTRUCTION. ALL

ASSUMPTIONS DERIVED FROM REVIEW OF THE CONTRACT DOCUMENTS ARE COMPLETELY THE

RESPONSIBILITY OF THE PARTY MAKING THE ASSUMPTIONS.

5. THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS. ALL PROPOSED FIELD CHANGES MUST BE APPROVED IN WRITING BY THE

ENGINEER OF RECORD.

6. THE CONTRACTOR IS RESPONSIBLE FOR CONTRACTING WITH A THIRD PARTY INSPECTION AGENCY

FOR ALL REQUIRED SPECIAL INSPECTIONS OR PROGRESS INSPECTIONS, UNLESS OTHERWISE

SPECIFIED BY PENNSAUKEN TOWNSHIP OR ITS DESIGNATED AGENT.

7. THE CONSTRUCTION DRAWINGS MUST NOT BE SCALED FOR INFORMATION. ALL DIMENSIONS,

MEASUREMENTS, AND QUANTITIES ARE NOMINAL. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS, MEASUREMENTS, AND QUANTITIES, BOTH EXISTING AND PROPOSED. THE OWNER RESERVES THE

RIGHT TO INCREASE OR DECREASE QUANTITIES DURING CONSTRUCTION, WITHOUT ANY CLAIMS TO

BE MADE BY THE CONTRACTOR.

8. THE CONTRACTOR MUST VERIFY ALL FIELD CONDITIONS SHOWN IN THE CONSTRUCTION DRAWINGS

AND NOTIFY THE ENGINEER OF RECORD IN WRITING OF ANY AND ALL DISCREPANCIES.

9. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO CONSTRUCTION METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS. PENNSAUKEN TOWNSHIP AND THE ENGINEER OF RECORD

ARE NOT RESPONSIBLE FOR THE CONSTRUCTION WORK OR THE ACTS OR OMISSIONS OF THE

CONTRACTOR, SUB-CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY WORK, OR FAILURE

OF ANYONE TO COMPLETE THE WORK IN ACCORDANCE WITH APPLICABLE CODES AND

SPECIFICATIONS AND ACCEPTED INDUSTRY STANDARDS.

10. THE CONTRACTOR IS RESPONSIBLE FOR SECURING ALL APPLICABLE PERMITS AND APPROVALS

PRIOR TO COMMENCEMENT OF ANY WORK.

11. THE CONTRACTOR MUST FURNISH ALL LABOR, MATERIALS, APPURTENANCES, EQUIPMENT, AND SERVICES NECESSARY AND REQUIRED TO COMPLETE THE SCOPE OF WORK AS INDICATED IN THE

CONTRACT DOCUMENTS.

12. THE CONTRACTOR MUST PROVIDE THE NECESSARY ENCLOSURES, BARRIERS, SCAFFOLDING,

LADDERS, TEMPORARY SUPPORTS/BRACES, ETC. AS REQUIRED TO PROTECT THE HEALTH AND

SAFETY OF THE GENERAL PUBLIC, CONTRACTOR'S EMPLOYEES, AND ADJACENT PROPERTY.

13. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING A SAFE WORK SITE ENVIRONMENT

THAT COMPLIES WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS OF THE U.S.

DEPARTMENT OF LABOR.

14. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DESIGNATING AN INDIVIDUAL RESPONSIBLE FOR

CONSTRUCTION SITE SAFETY DURING THE COURSE OF THE PROJECT PURSUANT TO N.J.A.C.

5:23-2.21(E) OF THE NEW JERSEY UNIFORM CONSTRUCTION CODE AND GFB 1926.32(F) OSHA

COMPETENT PERSON.

15. MATERIALS, METHODS OF CONSTRUCTION, AND QUALITY OF WORKMANSHIP MUST MEET OR EXCEED

ALL APPLICABLE INDUSTRY STANDARDS.

16. THE CONTRACTOR MUST PROTECT AT ALL TIMES THE GENERAL PUBLIC, ADJACENT PROPERTIES, AND ALL UTILITY INFRASTRUCTURE. IT IS AT THE CONTRACTOR'S EXPENSE TO REPAIR OR REPLACE

ANY FACILITIES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES.

17. ALL AREAS DISTURBED DURING CONSTRUCTION ACTIVITIES MUST BE RESTORED TO THE ORIGINAL

CONDITIONS THAT EXISTED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, UNLESS

OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.

18. ALL FILL MATERIAL MUST BE PLACED IN EIGHT (8) INCH LIFTS AND THOROUGHLY COMPACTED.

19. IF BASELINES ARE PROVIDED ON THE CONSTRUCTION DRAWINGS, IT IS THE CONTRACTOR'S

RESPONSIBILITY TO LOCATE THE BASELINE IN THE FIELD.

20. ALL CONSTRUCTION DETAILS NOT SHOWN MUST BE IN ACCORDANCE WITH NJDOT STANDARDS AS

SPECIFIED IN THE LATEST VERSIONS OF THE NEW JERSEY DEPARTMENT OF TRANSPORTATION

STANDARD ROADWAY CONSTRUCTION, TRAFFIC CONTROL, AND BRIDGE CONSTRUCTION DETAILS

(2016) AND STANDARD ELECTRICAL DETAILS (2007).

21. ALL SPECIFICATIONS MUST BE IN ACCORDANCE WITH THE LATEST VERSION OF THE NEW JERSEY

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION (2019) UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.

22. SAWCUTTING WILL NOT BE PAID OUT UNDER A SEPARATE ITEM. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO INCLUDE THE COST IN THE VARIOUS PAY ITEMS OF THE CONTRACT

DOCUMENTS.

23. THE JOINT MATERIAL REQUIRED FOR ALL CONCRETE WORK WILL NOT BE QUANTIFIED OR PAID OUT

UNDER A SEPARATE ITEM. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOUNT FOR THE

QUANTITY AND INCLUDE THE COST IN THE VARIOUS PAY ITEMS OF THE CONTRACT DOCUMENTS.

24. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EXISTING CURB AND SIDEWALK NOT SHOWN TO BE REMOVED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE ALL

CURB OR SIDEWALK DAMAGED BY CONSTRUCTION ACTIVITIES AT NO COST TO THE OWNER.

25. WHERE CONCRETE CURB OR SIDEWALK REPLACEMENTS ARE INDICATED IN THE CONSTRUCTION

DRAWINGS, THE LIMITS OF REPLACEMENT ARE AT EXISTING CONSTRUCTION JOINTS.

26. AT ALL NEW CURB INSTALLATION, TWO (2) FOOT FULL DEPTH PAVEMENT RESTORATION IS REQUIRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE THE COST FOR THIS FULL DEPTH

PAVEMENT RESTORATION IN THE VARIOUS PAY ITEMS OF THE CONTRACT DOCUMENTS.

27. ALL UNUSED EXCAVATED MATERIALS FROM THE PROJECT SITE ARE TO BE DISPOSED AT AN APPROVED FACILITY. UNUSED EXCAVATED MATERIAL MUST NOT BE STORED ON SITE AND MUST BE REMOVED AT THE END OF EACH DAY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE THE

COST IN THE VARIOUS PAY ITEMS OF THE CONTRACT DOCUMENTS.

28. THE CONTRACTOR MUST OBTAIN AND PAY FOR A COUNTY ROAD OPENING PERMIT FOR ALL WORK

WITHIN COUNTY RIGHT-OF-WAY. THE CONTRACTOR MUST OBTAIN AND PAY FOR A HIGHWAY

OCCUPANCY PERMIT FOR ALL WORK WITHIN STATE RIGHT-OF-WAY. ALL COSTS ASSOCIATED WITH

PERMIT ACQUISITION MUST BE INCLUDED IN THE VARIOUS ITEMS OF THE PROPOSAL.

29. THE CONTRACTOR MUST ENSURE POSITIVE DRAINAGE ALONG ALL ROADWAYS TO BE RESURFACED, RECONSTRUCTED, OR OTHERWISE IMPROVED.

30. THE CONTRACTOR MUST ENSURE POSITIVE DRAINAGE IN FRONT OF ALL ADA-COMPLIANT CURB

RAMPS.

31. AT THE END OF EACH DAY, THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE CONSTRUCTION SITE IS SEDIMENT FREE IN A CLEAN BROOM SWEPT CONDITION. ALL CONSTRUCTION ACTIVITIES

MUST EMPLOY MEANS AND METHODS THAT MINIMIZE AIRBORNE DUST AND PREVENT SPREAD OF

SEDIMENT.

32. NO OPEN TRENCHES ARE PERMITTED AT THE END OF EACH DAY. ALL TRENCHES MUST BE

BACKFILLED WITHOUT DELAY. ANY OPEN TRENCHES DURING CONSTRUCTION ACTIVITIES MUST BE KEPT TO A MINIMUM WITH DUE ATTENTION GIVEN TO THE PROTECTION OF THE GENERAL PUBLIC.

33. ALL TRAFFIC CONTROL MEASURES MUST BE IN ACCORDANCE WITH THE LATEST VERSIONS OF THE

FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND NEW

JERSEY DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY CONSTRUCTION, TRAFFIC

CONTROL, AND BRIDGE CONSTRUCTION DETAILS (2016).

34. PAYMENTS FOR RESETTING, REPAIRING, REPLACING, OR EXTENDING EXISTING ROOF DRAINS OR SUMP PUMP DRAINS, AS NEEDED, ARE INCLUDED IN THE ITEM "3 INCH POLYVINYL CHLORIDE PIPE, IF

& WHERE DIRECTED."

35. A MINIMUM TWO (2) FEET OF PAVING MUST BE REMOVED AROUND THE PERIMETER OF ALL MANHOLE AND INLET CASTINGS TO ENSURE A MINIMUM TWO (2) INCHES OF SURFACE COURSE IS PROVIDED AROUND THEM. PAYMENT FOR THIS WORK IS INCLUDED IN THE ITEM "HOT MIX ASPHALT 9.5M64

SURFACE COURSE, 2" THICK".

36. AT ALL LIMITS OF PAVING, THE CONTRACTOR MUST SAWCUT, TACK COAT AND SEAL TO MATCH THE EXISTING PAVEMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE THE COST IN THE

VARIOUS PAY ITEMS OF THE CONTRACT DOCUMENTS.

37. ALL TREE REMOVALS MUST BE COMPLETED IN ACCORDANCE WITH PENNSAUKEN TOWNSHIP CODE

CHAPTER 289, ARTICLE II.

38. VARIOUS ABOVE AND BELOW GROUND UTILITY INFRASTRUCTURE MAY BE ENCOUNTERED DURING CONSTRUCTION ACTIVITIES. ALL UTILITY INFRASTRUCTURE MUST BE RESET OR RELOCATED AS NEEDED DURING THE COURSE OF CONSTRUCTION ACTIVITIES. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE WITH THE UTILITY OWNERS AND INCLUDE THE COST OF UTILITY

MODIFICATIONS IN THE VARIOUS PAY ITEMS OF THE CONTRACT DOCUMENTS.

39. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT NJ ONE CALL PRIOR TO THE START OF CONSTRUCTION. CALL FOR MARKOUTS THREE (3) FULL BUSINESS DAYS IN ADVANCE AND BEGIN

EXCAVATION WITHIN 10 DAYS. ALL CONTRACTORS ON SITE MUST HAVE THEIR OWN MARKOUT.

40. ALL EROSION CONTROL MEASURES MUST BE IN ACCORDANCE WITH CAMDEN COUNTY SOIL

CONSERVATION DISTRICT STANDARDS PRIOR TO ANY EARTH DISTURBANCE ACTIVITIES. ALL

EROSION CONTROL MEASURES MUST BE MAINTAINED UNTIL END OF CONSTRUCTION ACTIVITIES.

41. THE CONTRACTOR MUST MAINTAIN A SPILL KIT ON SITE DURING CONSTRUCTION ACITIVITIES AND

EMPLOY SPILL MITIGATION MEASURES PROMPTLY FOLLOWING A SPILL OF FUEL OR OTHER

HAZARDOUS MATERIAL.

42. THE CONTRACTOR MUST MAINTAIN ACCESS TO ALL PROPERTIES AT ALL TIMES DURING

CONSTRUCTION ACTIVITIES. IF ACCESS TO PROPERTIES MUST BE RESTRICTED, THE CONTRACTOR

MUST PROVIDE PROPER NOTICE AND COORDINATION WITH THE IMPACTED OWNERS.

43. THE CONTRACTOR MUST NOTIFY IN WRITING PROPERTY OWNERS A MINIMUM FORTY-EIGHT (48)

HOURS IN ADVANCE OF PERFORMING CONSTRUCTION ACTIVITIES ADJACENT TO PROPERTY.

44. AT END OF EACH DAY, ALL PEDESTRIAN AND VEHICLE TRAVEL PATHS ARE TO BE RESTORED.

45. ALL TRAFFIC SIGNS AND STRIPING MUST CONFORM TO THE LATEST VERSION OF THE FEDERAL

HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

46. FIVE (5) FULL BUSINESS DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST NOTIFY

PENNSAUKEN POLICE DEPARTMENT'S TRAFFIC SAFETY UNIT.

47. THE CONCEPT PLAN (SHEET 3) WAS PREPARED FOR GRAPHICAL REFERENCE ONLY. THE AERIAL WAS

OBTAINED FROM GOOGLE EARTH AND SHOULD NOT BE ASSUMED TO COMPLETELY

REPRESENTATIVE OF THE ACTUAL SITE CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ALL DIMENSIONS, MEASUREMENTS, QUANTITIES, AND EXISTING CONDITIONS IN

THE FIELD. PENNSAUKEN TOWNSHIP DID NOT SURVEY NOR FIELD SURVEY THE ACCURACY AND

PRECISION OF ANY PLANIMETRIC FEATURES CONTAINED IN THESE CONSTRUCTION DRAWINGS. THE

EXISTING CONDITIONS HAVE NOT BEEN DEVELOPED NOR VERIFIED BY A PROFESSIONAL LAND

SURVEYOR AND ANY USE OF THESE CONSTRUCTION DRAWINGS FOR MORE THAN GRAPHICAL

REFERENCE IS THE SOLE RESPONSIBILITY OF THE USER.

PENNSAUKEN

TOWNSHIP

2400 MERCHANTVILLE AVE.

PENNSAUKEN, NJ 08110

(856) 665-1000

WWW.PENNSAUKEN.GOV

JOHN ROBERT DOYLE, JR., P.E.

PROFESSIONAL ENGINEER

NJ LIC. NO. 24GE05793500

DATE: APRIL 28, 2026

SHEET NO.

GN-1

SHEET 2 OF 3

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 04/28/2026

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GENERAL NOTES

TO BE CONSTRUCTED

DESCRIPTIONITEM

NO. UNITS ESTIMATED

QUANTITY

1 SITE CLEARING AND SOIL AND EROSION SEDIMENT CONTROL LS 1

2 EXISTING PUMP ENCLOSURE AND EQUIPMENT REMOVAL LS 1

TRENCHING, 24" DEPTH MINIMUM LF 1204

LF 1155

TRENCHING, 48" DEPTH MINIMUM

EXISTING PUMP CONCRETE PAD REMOVAL LS 1

LF 1204" SDR 17 PVC PIPE

7 LF 115

8 LS 1NEW PUMP INSTALLATION

6" SDR 17 PVC PIPE

9 SY 500TURF RESTORATION

10 LS 1START-UP AND TRAINING

EXISTING 6" CL.

200 PVC UTILITY

SUPPLY MAIN (VIF)

PROPOSED 115 LF 6"

SDR17 PVC SUPPLY MAIN

EXTENSION TO NEW

PUMP LOCATION (VIF)

PROPOSED 120 LF 4"

SDR17 PVC PIPE FROM

NEW PUMP LOCATION TO

EXISTING IRRIGATION

SYSTEM SUPPLY (VIF)

EXISTING PUMP STATION

ENCLOSURE, EQUIPMENT, AND

CONCRETE PAD TO BE REMOVED

EXISTING TRANSFORMER

EXISTING

CLUBHOUSE

INSTALL NEW

PUMP IN GARAGE

OF EXISTING

CLUBHOUSE

CONCEPT PLAN

SCALE: 1" = 8'

PENNSAUKEN

TOWNSHIP

2400 MERCHANTVILLE AVE.

PENNSAUKEN, NJ 08110

(856) 665-1000

WWW.PENNSAUKEN.GOV

JOHN ROBERT DOYLE, JR., P.E.

PROFESSIONAL ENGINEER

NJ LIC. NO. 24GE05793500

DATE: APRIL 28, 2026

SHEET NO.

CP-1

SHEET 3 OF 3

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 04/28/2026

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CONCEPT PLAN