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 SITE PLAN

4 PARTIAL SITE 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.

POST FRAME GARAGE INSTALLATION

PENNSAUKEN TOWNSHIP POLICE DEPARTMENT

CAMDEN COUNTY

NEW JERSEY

JUNE 12, 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

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: JUNE 12, 2026

SHEET NO.

T-1

SHEET 1 OF 7

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 06/12/2026

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TITLE SHEET

PROJECT

LOCATION

5 CONSTRUCTION PLAN

6 GRADING PLAN

7 ELEVATIONS & ELECTRIC PLAN

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 DELATLANTIC 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. EXISTING CONDITIONS, EXCLUDING TOPOGRAPHIC INFORMATION, ARE BASED ON A SURVEY COMPLETED BY CONSULTING ENGINEER SERVICES TITLED "PLAN OF SURVEY 2400 BETHEL AVENUE

PLATE 22, BLOCK 2218, LOT 2" DATED MARCH 20, 2026.

47. EXISTING TOPOGRAPHIC INFORMATION WAS DEVELOPED BY FIELD MEASUREMENTS. THE

CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL TOPOGRAPHIC INFORMATION, EXISTING AND PROPOSED, PRIOR TO THE START OF ANY WORK. SURVEY LAY-OUT FOR THIS PROJECT IS THE

SOLE RESPONSIBILITY OF THE CONTRACTOR.

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: JUNE 12, 2026

SHEET NO.

GN-1

SHEET 2 OF 7

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 06/12/2026

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GENERAL NOTES

LEGEND:

1" = 15'

07.5'15' 15' 30'

N

SCALE BAR

NORTH ARROW

EXISTING TEXT EXISTING TEXT

SYMBOL DESCRIPTION

PROPOSED TEXT PROPOSED TEXT

PROJECT NOTES:

1. THE CONTRACTOR MUST REMOVE ALL DEMOLITION DEBRIS FROM THE SITE TO BE DISPOSED AT AN APPROVED FACILITY. NO

BURYING OF DEBRIS ON SITE IS PERMITTED.

2. THE CONTRACTOR MUST FIELD VERIFY CONNECTIONS TO ALL EXISTING UTILITY LOCATIONS.

3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL UTILITY COMPANIES, INCLUDING FOR

CONNECTION/DISCONNECTION OF ALL SITE UTILITIES PRIOR TO START OF ANY WORK.

4. ALL CONCRETE TO MEET NJDOT CLASS "B" CRITERIA AT A MINIMUM.

5. THE CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE CONSTRUCTION SITE, INCLUDING ANY MATERIAL AND EQUIPMENT

STORAGE LOCATIONS, FOR THE DURATION OF CONSTRUCTION.

6. PURSUANT TO FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL 34007C0033E, EFFECTIVE SEPTEMBER 28, 2007, THE AREA OF PROPOSED IMPROVEMENTS IS LOCATED IN FLOOD ZONE X, AREAS OUTSIDE OF FLOOD PLAIN.

7. BASED UPON REVIEW OF THE NJDEP GEOWEB DATABASE, NO FRESHWATER WETLANDS ARE MAPPED AS POTENTIALLY BEING

PRESENT ON SITE.

8. AT COMPLETION OF CONSTRUCTION, AS-BUILT PLANS MUST BE PREPARED TO SHOW THE THE ACTUAL LOCATION OF ALL UNDERGROUND CABLES, DUCTS, PIPES, OR OTHER UNDERGROUND UTILITY INFRASTRUCTURE. MATERIAL TYPE, SIZES, DEPTHS, INVERTS, AND ANY OTHER RELEVANT INFORMATION ARE TO BE PROVIDED. FINAL PAYMENT WILL NOT BE MADE UNTIL

SATISFACTORY AS-BUILT PLANS ARE PROVIDED TO THE OWNER.

9. IF FILL MATERIAL IS IMPORTED ONTO THE SITE, THE FOLLOWING CONDITIONS MUST BE MET:

9.1. FILL MATERIAL MUST BE UNCONTAMINATED PURSUANT TO ANY APPLICABLE REMEDIATION STANDARD AND FREE OF

EXTRANEOUS DEBRIS OR SOLID WASTE.

9.2. DOCUMENTATION OF THE QUALITY OF THE FILL MUST BE PROVIDED BY A CERTIFICATION STATING THE SOURCE OF THE

VIRGIN MATERIAL OR VERIFICATION OF DECONTAMINATED RECYCLED SOIL.

9.3. DOCUMENTATION OF THE SUITABILITY OF THE FILL FOR ITS END USE.

.7

3'

.9

8'

124.06'

.1

9'

10.08'

PROPOSED POST

FRAME GARAGE AND

CARPORT (2200 SF)

PROPOSED CONCRETE

APRON & SIDEWALK (929 SF)

55' 40'

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: JUNE 12, 2026

SHEET NO.

SP-1

SHEET 3 OF 7

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 06/12/2026

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SITE INFORMATION:

1. PROPERTY ADDRESS: 2400 BETHEL AVENUE PENNSAUKEN, NJ 08109

2. PROPERTY OWNER: PENNSAUKEN TOWNSHIP

3. PROPERTY USE: POLICE ADMINISTRATION BUILDING

4. TAX MAP IDENTIFICATION: SHEET 22, BLOCK 2218, LOT 1

5. ZONING IDENTIFICATION: T-1 TOWNSHIP 1

6. EXISTING LOT AREA: 319,839 SF (7.342 ACRES)

7. EXISTING CONDITIONS ARE BASED ON A SURVEY COMPLETED BY CONSULTING ENGINEER SERVICES TITLED

"PLAN OF SURVEY 2400 BETHEL AVENUE, BLOCK 2218, LOT 2" DATED MARCH 20, 2026.

SITE PLAN

ZONING CRITERIA

ZONING REQUIREMENTS (PER 171-76.1)

EXISTING PROPOSED CONFORMS

ALLOWED USE MUNICIPAL USE NO CHANGE YES

MAX HEIGHT 35 FT YES

MIN LOT AREA 319,839 SF YES

MIN LOT WIDTH 183 FT YES

FRONT YARD SETBACK 187.7 FT YES

SIDE YARD SETBACK 63 FT YES

REAR YARD SETBACK 472.25 FT YES

MAX BUILDING COVERAGE (35% OF LOT AREA) 23,377 SF YES

MAX LOT COVERAGE (60% OF LOT AREA) 151,149 SF YES

SIDE YARD SETBACK 67 FT YES

PROPOSED ACCESSORY STRUCTURE:

MAX HEIGHT N/A 21.25 FT NO

MAX AREA 2200 SF NO

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

NO CHANGE

25,577 SF*

154,278 SF**

N/A

N/A

REQUIRED

MUNICIPAL USE

35 FT

9,000 SF

75 FT

35 FT

10 FT

40 FT

111,944 SF

191,903 SF

16 FT

400 SF

5 FT

* INCLUDES 2200 SF INCREASE FOR PROPOSED ACCESSORY STRUCTURE

** INCLUDES 3129 SF INCREASE FOR PROPOSED ACCESSORY STRUCTURE AND ADJACENT CONCRETE

1" = 50'

025'50' 50' 100'

N

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC CURB

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CONC DIVIDER

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CONC AREA

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CONC WALK

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CONC

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CONC WALK

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CONC WALK

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CONC WALK

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CONC WALK

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CONC WALK

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BIT PATH

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STONE PATH

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BASEBALL FIELD

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BASEBALL FIELD

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CONC CURB

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SHED

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SHED

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SHED

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TRAILER

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TRAILER

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BUILDING

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DOG HOUSE BUILDING

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SHED

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SHED

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POLICE ADMINISTRATION BUILDING

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BENCH(TYP)

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FLAGPOLE

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COVERED

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PARKING

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SIGN

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SIGN

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BILLBOARD

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ELEC

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TOWER

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STONE AREA

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STONE AREA

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DUGOUT

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DUGOUT

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DUGOUT

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DUGOUT

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DUGOUT

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BLEACHERS

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STM MH RIM 71.39 INV 64.65 NE INV 63.87 SE

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B INL GR 69.82 INV 66.87

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B INL GR 69.52 INV 65.96 SE INV 65.57 SW INV 65.55 NW

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A INL GR 70.93 INV 67.80

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21"RCP

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21"RCP

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21"RCP

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15"RCP

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BLOCK 2218

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LOT 1

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319,839 SF

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7.342 AC

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BUILDING

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SAN MH RIM 71.72 INV 63.12 INV 60.64

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IRON BAR FND FRAILINGER

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DRILL HOLE FND

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BLOCK 2218

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LOT 6

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UTILITY POLE EASEMENT FOR PSE&G DB 9543 PG 1331

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PSE&G CO. PERMANENT EASEMENT DB 10121 PG 21

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A INL GR 67.65 INV 63.89

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A INL GR 67.74 INV 64.82

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STMMH RIM 72.39 INV 70.72 INV 70.56

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STMMH RIM 71.85 INV 68.20 8" INV 61.34 INV 61.08

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B INLET GR 57.68

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STMMH RIM 60.74 INV 58.19 6" INV 55.19 15"

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15"RCP

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15"RCP

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8"DIP

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15"RCP

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6"DIP

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8"DIP

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15"RCP

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SANMH RIM 72.68 INV 62.96

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SANCO

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8"CLAY

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SANCO

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CRESCENT BOULEVARD

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(FORMERLY KNOW AS STATE HIGHWAY CONNECTING ROAD)

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(90' WIDE ROW)

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BETHEL AVENUE

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(55' WIDE ROW)

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CONRAIL PENNDEL CO. MIAN LINE

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(FORMERLY P.C.T. CO.)

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WILLIAM BREY

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MEMORIAL DRIVE

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(50' WIDE ROW)

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DENBY AVENUE

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(50' WIDE ROW)

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IRON BAR FND FRAILINGER DISTURBED

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CONC MON FND (ON CNR)

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PSEG MANHOLE

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PSEG EASEMENT DB 3612 PG 441

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APPROX. LOCATION OF COLONIAL PIPELINE 8" PETROLEUM PIPE PER PLANS BY OTHERS

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UP#4079

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BLOCK 7004

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LOT 13

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GREEN ACRES PARTICIPATION LINE

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GREEN ACRES PARTICIPATION LINE

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GREEN ACRES

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PARTICIPATION

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AREA

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GREEN ACRES

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PARTICIPATION

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AREA

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GREEN ACRES PARTICIPATION LINE

124.06'

GRASS AREA

DOG HOUSE BUILDING

SANCO

" R

C P

15" RCP

CONC WALK

A INL

GR 67.65

INV 63.89

CONC CURB

CONC CURB

ELEC

TOWER

BUILDING

UP

UP

TREE LINE

TREE LINE

ASPHALT PARKING LOT

CONC WALK

PSEG EASEMENT

FE

N

C E

BU

C

KE

YE

P

IP

EL

IN

E

PR

O

PE

R

TY

L

IN

E

O

VE

R H

EA

D

U

TI

LI

TY

L

IN

E

PS

EG

E

AS

EM

EN

T

OVERHEAD UTILITY LINE

PROPERTY LINE

ROW LINE ROW LINE

P A

V E

M E

N T

M A

R K

IN

G

.1

9'66 .9

8'

10.08'

.7

3'

40' 15'

40'

PROPOSED POST

FRAME GARAGE

(1600 SF)

PROPOSED POST

FRAME CARPORT

(600 SF)

PROPOSED CONCRETE

APRON (879 SF)

REMOVE EXISTING CURB

9' (TYP)

TY

P

FENCE LINE

FENCE LINE

.4

6'

.3

9'

PROPOSED SIDEWALK

AREA (50 SF)

NEW 6' FENCE

NEW 6' FENCE

REMOVE EXISTING FENCE

PROVIDE VEHICLE ACCESS

GATE IN NEW FENCE

PROPOSED BOLLARD

PROPOSED BOLLARD

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: JUNE 12, 2026

SHEET NO.

SP-2

SHEET 4 OF 7

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 06/12/2026

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PARTIAL SITE PLAN

1" = 10'

05'10' 10' 20'

N

DOG HOUSE BUILDING

CONC WALK

A INL

GR 67.65

INV 63.89

CONC CURB

CONC CURB

ELEC

TOWER

UP

TREE LINE

ASPHALT PARKING LOT

PSEG EASEMENT

OVERHEAD UTILITY LINE

PROPERTY LINE

ROW LINE ROW LINE

P A

V E

M E

N T

M A

R K

IN

G

10.08'

.7

3'

20'

40'

PROPOSED POST

FRAME GARAGE

(1600 SF)

REMOVE EXISTING CURB

9' (TYP)

TY

P

FENCE LINE

FENCE LINE

.4

6'

PROPOSED SIDEWALK

AREA (50 SF)

REMOVE EXISTING FENCE

PROPOSED SIDEWALK

AREA (50 SF)

PROPOSED CONCRETE

APRON (500 SF)

40'

20'

INTERIOR FULL HEIGHT

PARTITION WALL

PROPOSED BOLLARD PROPOSED BOLLARD

DOG HOUSE BUILDING

CONC WALK

A INL

GR 67.65

INV 63.89

CONC CURB

CONC CURB

ELEC

TOWER

UP

TREE LINE

ASPHALT PARKING LOT

PSEG EASEMENT

OVERHEAD UTILITY LINE

PROPERTY LINE

ROW LINE ROW LINE

P A

V E

M E

N T

M A

R K

IN

G

.7

3'

9' (TYP)

TY

P

FENCE LINE

FENCE LINE

NEW 6' FENCE

NEW 6' FENCE

PROVIDE VEHICLE ACCESS

GATE IN NEW FENCE

PROPOSED POST

FRAME CARPORT

(600 SF)

PROPOSED CONCRETE

APRON (381 SF)

15'

40'

15'

.5

1'

40'

.4

6'

40'

BASE BID POST

FRAME GARAGE

(1600 SF)

BASE BID CONCRETE

APRON (500 SF)

BASE BID

SIDEWALK

AREA (50 SF)

BASE BID BOLLARD

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: JUNE 12, 2026

SHEET NO.

CP-1

SHEET 5 OF 7

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 06/12/2026

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CONSTRUCTION PLAN

1" = 10'

05'10' 10' 20'

N

1" = 10'

05'10' 10' 20'

N

BASE BID CONSTRUCTION PLAN

BASE BID INCLUDES CONSTRUCTION OF THE POST FRAME GARAGE (1600 SF) AS DETAILED ON THE ABOVE PLAN.

ADDITIVE ALTERNATE BID CONSTRUCTION PLAN

ADDITIVE ALTERNATE BID INCLUDES CONSTRUCTION OF A CARPORT (600 SF) AS DETAILED ON THE ABOVE PLAN.

TO BE CONSTRUCTED

ITEM NO. DESCRIPTION UNITS ESTIMATED QUANTITY

1 SITE CLEARING AND SOIL AND EROSION SEDIMENT CONTROL LS 1

2 TURF RESTORATION SY 225

3 CONCRETE SIDEWALK SF 100

4 CONCRETE APRON SF 500

5 POST FRAME GARAGE LS 1

TO BE CONSTRUCTED

ITEM NO. DESCRIPTION UNITS ESTIMATED QUANTITY

1 SITE CLEARING AND SOIL AND EROSION SEDIMENT CONTROL LS 1

2 TURF RESTORATION SY -25

3 CONCRETE SIDEWALK SF -50

4 CONCRETE APRON SF 381

5 POST FRAME CARPORT LS 1

6 6' HEIGHT CHAIN LINK FENCE LF 28

7 12' WIDE GATE, 6' HEIGHT CHAIN LINK FENCE LS 16 BOLLARD EA 4

100.00

BM

101.92

100.69

101.27

101.71

102.10

101.08

TC 100.77

BC 100.19

100.94

100.17

100.04

100.73

101.10

100.58

100.23

100.23

TC 100.15

BC 99.46

99.38

99.04 98.13

98.69

98.83

98.98

99.35 98.92

99.06

98.90 99.08

97.65

98.27

98.35

98.35

98.40

98.83

99.02

97.60

97.96

98.06

98.06

98.13

98.56

99.02

99.23

99.31

98.98

99.19

99.67

99.08

101.96

101.85

LO

D

LOD LOD

LO

D

100.39 TOP OF SLAB

100.14 TOP OF GRADE

99.99

1.

1.

1.

0.

7.

1.00%

1.00%

0.7 1%

3.

1.63%

5.13%

18.38%

1.

1.

99.89

.2

9%

5.00%

2.27%

.8

0%

16.48%

SWALE

LIMIT OF DISTURBANCE

= 4,203 SF

98.81

98.80

100.28

99.99

LO

D

2.70% 2.02%

0.

2.93% 1.80%

2.40%

4.23%

100.00

BM

101.92

100.69

101.27

101.71

102.10

101.08

TC 100.77

BC 100.19

100.94

100.17

100.04

100.73

101.10

100.58

100.23

100.23

TC 100.15

BC 99.46

99.38

99.04 98.13

98.69

98.83

98.98

99.35 98.92

99.06

98.90 99.08

97.65

98.27

98.35

98.35

98.40

98.83

99.02

97.60

97.96

98.06

98.06

98.13

98.56

99.02

99.23

99.31

98.98

99.19

99.67

99.08

101.96

101.85

100.39 TOP OF SLAB

100.14 TOP OF GRADE

99.99 99.99

1.

1.

1.

1.

0.

7.

9.

1.00%

1.00%

0.7 1%

2.70% 2.02%

0.

3.

1.63%

5.13%

20.50%

25.38%23 .4

1%

2.93% 1.80%

2.40%

1.

1.

4.23%

99.89

.2

9%

5.00%

2.27%

.8

0%

16.48%

LO

D

LOD LOD

LO

D

LO

D

SWALE

LIMIT OF DISTURBANCE

= 4,898 SF

98.81

98.80

100.28

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: JUNE 12, 2026

SHEET NO.

GP-1

SHEET 6 OF 7

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 06/12/2026

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GRADING PLAN

1" = 10'

05'10' 10' 20'

N

1" = 10'

05'10' 10' 20'

N

BASE BID GRADING PLAN

BASE BID INCLUDES CONSTRUCTION OF THE POST FRAME GARAGE (1600 SF) AS DETAILED ON THE ABOVE PLAN.

ADDITIVE ALTERNATE BID GRADING PLAN

ADDITIVE ALTERNATE BID INCLUDES CONSTRUCTION OF A CARPORT (600 SF) AS DETAILED ON THE ABOVE PLAN.

40' 15'

40'

PROPOSED POST

FRAME GARAGE

(1600 SF)

PROPOSED POST

FRAME CARPORT

(600 SF)

ELEVATIONS KEY

FRONT ELEVATION WALL "A"

REAR ELEVATION WALL "B"

LEFT ELEVATION

WALL "C" GARAGE ELEVATION

WALL "D"

CARPORT ELEVATION

WALL "E"

FRONT ELEVATION WALL "A"

REAR ELEVATION WALL "B" CARPORT ELEVATION WALL "E"

GARAGE ELEVATION WALL "D"

LEFT ELEVATION WALL "C"

16'

21.25'

15'40'

21.25'

15' 40'

16' 21.25'

40'

16' 21.25'

40'

16' 21.25'

40'

16'

12'X12' ROLL

UP DOOR

12'X12' ROLL

UP DOOR

CLEAR

OPENING

3'X7' MAN

DOOR

3'X7' MAN

DOOR

12'X12' ROLL

UP DOOR

3'X7' MAN

DOOR

3'X7' MAN

DOOR

GARAGE

BAY #1

GARAGE

BAY #2

CARPORT

FULL HEIGHT INTERIOR

PARTITION WALL

S S

ELECTRICAL SCHEMATIC PLAN

12'X12' ROLL

UP DOOR

EXTERIOR

WALL PACK

EXTERIOR

SCONCE

EXTERIOR

SCONCE

EE

ILLUMINATED

EXIT SIGN

ILLUMINATED

EXIT SIGN

SCHEMATIC ONE-LINE DIAGRAM

EXISTING:

PNL K-2

120/208 VOLT

3 PHASE

NEW:

60 AMP 2 POLE

BREAKER

NEW:

PNL RP-1

120/208 VOLT

1 PHASE

60 AMP

10 KAIC

1-1/2" PVC 6' MIN

TWO (2) 8'

GROUND RODS

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: JUNE 12, 2026

SHEET NO.

EE-1

SHEET 7 OF 7

SHEET NAME:

DRAWN BY: JD

SCALE: AS NOTED

DATE: 06/12/2026

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: 0 6/

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BUILDING NOTES:

1. SIDING MATERIAL: 28 GAUGE STEEL. TAN/BEIGE COLOR TO BE CONFIRMED BY OWNER.

2. ROOFING MATERIAL: 28 GAUGE STEEL. WHITE COLOR TO BE CONFIRMED BY OWNER.

3. FULL HEIGHT INTERIOR PARTITION WALL TO BE OF POST FRAME CONSTRUCTION WITH 28 GAUGE STEEL ON ONE SIDE.

4. 12' X 12' ROLL UP DOORS TO BE STANDARD STEEL MATERIAL. ROLL UP DOORS TO HAVE MANUAL CHAIN OPERATION

WITH INTERIOR LOCK. WHITE COLOR TO BE CONFIRMED BY OWNER.

5. 3' X 7' MAN DOORS TO BE STANDARD STEEL MATERIAL WITH SECURITY HARDWARE. DOORS TO SWING OUT WITH HINGE

ON REAR WALL SIDE OF JAMB. WHITE COLOR TO BE CONFIRMED BY OWNER.

6. PROVIDE 12" ROOF OVERHANG AT ALL EXTERIOR WALLS.

7. PROVIDE CONTINUOUS VENTED SOFFIT.

8. PROVIDE CONTINUOUS RIDGE VENT.

9. PROVIDE GUTTER, DOWNSPOUTS, AND 5' DOWNSPOUT EXTENSIONS.

ELEVATIONS & ELECTRIC PLAN

1" = 10'

05'10' 10' 20'

ELECTRICAL NOTES:

1. INSTALL NEW SUBPANEL IN GARAGE BAY #2. FINAL LOCATION TO BE DETERMINED BY OWNER. UTILIZE EXISTING

ELECTRIC PANEL (PNL K-2) AT ADJACENT DOG HOUSE BUILDING.

1.1. NEW SUBPANEL (RP-1) TO BE GENERAL ELECTRIC PRODUCT TLM1212CCUP, OR APPROVED EQUAL.

1.1.1. PROVIDE THREE (3) 6 GAUGE THWN FEEDERS

1.1.2. PROVIDE ONE (1) 8 GAUGE THWN GROUND

1.2. PROVIDE TWO (2) UNDERGROUND CONDUIT RACEWAYS FROM DOG HOUSE BUILDING TO NEW POST FRAME GARAGE. ONE 1-1/2" PVC RACEWAY FOR NEW ELECTRIC SUBPANEL AND ONE 1" PVC RACEWAY WITH FISHLINE FOR

FUTURE USE.

1.2.1. PROVIDE EXPANSION JOINTS AT CONDUIT TRANSITION FROM BELOW TO ABOVE GRADE.

2. RECEPTACLES: PROVIDE WEATHERPROOF DUPLEX RECEPTACLES WITH GROUND FAULT INTERRUPTER MOUNTED 18"

ABOVE FINISHED GRADE.

3. RACEWAYS: PROVIDE RIGID PVC CONDUIT WITH EXPANSION JOINTS AS NEEDED.

4. INTERIOR LIGHTING: PROVIDE HIGH BAY LED LIGHTS AS NEEDED TO PROVIDE MINIMUM 15 FOOT CANDLES WITHIN

GARAGE BAYS #1 AND #2.

4.1. PROVIDE ILLUMINATED EXIT SIGN ABOVE BOTH MAN DOORS.

5. EXTERIOR LIGHTING:

5.1. PROVIDE EXTERIOR RATED LED (3000 K) WALL PACK (MINIMUM 9,000 LUMENS) WITH DUSK TO DAWN PHOTOCELL

MOUNTED 15' ABOVE GRADE

5.2. PROVIDE EXTERIOR RATED LED (3000 K) WALL SCONCE LIGHT WITH DUSK TO DAWN PHOTOCELL MOUNTED 6'

ABOVE GRADE

6. ALL WIRING TO BE COPPER