CON 124 Full Plan Set_3.21.25.pdf

Township of Egg Harbor Atlantic County, New Jersey

Contract No. 124

Location Map Scale: 1" = 2,000'

March 21, 2025

Project Site

3120 Fire Road, Suite B201 Egg Harbor Township, New Jersey 08234

(609) 569-1551

M A

OTT

SSOCIATES, LLC

CONSULTING ENGINEERS & PLANNERS

WATKINS

EHT HOCKEY RINK REPAVING

Utilities Information South Jersey Gas Atlantic City Electric Verizon Telephone Comcast Cable New Jersey American Water Co.

Atlantic County MUA

1-800-582-7060 1-800-833-7476 1-800-837-4966 1-800-934-6489 1-800-652-6987 1-609-272-6950

Utility Markout 1-800-272-1000

Index of Drawings Order Sheet Description

1 COVER COVER

2 SITE SITE PLAN

Township Committee Laura Pfrommer, Mayor

Ray Ellis, Jr., Deputy Mayor Paul W. Hodson

Paul Rosenberg William Pauls

Thomas J. D'Intino Township Administrator

Eileen M. Tedesco, RMC Township Clerk

Robert A. Watkins Professional Engineer New Jersey License No. 45865

General Notes

1. The locations of all existing utilities shown on this plan are approximate. The Contractor is responsible for verifying the location and depths of all existing subsurface utilities prior to the start of construction. It is also the Contractor's responsibility to obtain a mark-out of all existing utilities by calling 1-800-272-1000 prior to any land disturbance.

2. Prior to the start of construction the Contractor shall verify all topographic information for the entire site.

3. The Contractor shall be completely responsible for ensuring that all materials, methods and details for the construction of the improvements shall conform to the current applicable statues, regulations, ordinances and standards over the governmental bodies having jurisdiction over such work. This responsibility shall include, but not be limited to the following:

a. Conformity with the approved plans as well as standards and specifications of the municipality.

b. Correction of all defects in the work, no matter what the cause, until the date of acceptance and thereafter for the period of any guarantee which runs beyond the date of acceptance.

c. Solution of any problem, unforeseen at the time of the approval of the plans, which may or do impair the integrity of any improvements, including problems such as high ground water, unstable soil, clay under basin bottom, etc.

4. The Contractor shall procure ALL required permits, licenses, inspections, pay all charges and fees and give notices necessary for and incidental to the due and lawful prosecution of the work.

5. The Contractor shall be responsible for all clearing, grubbing, restoring, paving, topsoiling, fertilizing and seeding all areas disturbed by his activities, as directed by the Engineer or as shown on the plans.

6. Efforts shall be made by the Contractor to retain existing trees, vegetation and natural characteristics of the site when possible.

7. All soil erosion and sediment control measures shall be in accordance with the details herein and the "Standards for Soil Erosion and Sediment Control in New Jersey" as amended.

8. No material shall be placed, nor any disturbance permitted beyond the project property line or right-of-way without the written permission of the property owners directly involved. Evidence of any such agreement must be submitted to the Engineer.

9. The Contractor is responsible for providing traffic control, as directed by the Township Engineer and/or the Local Police Department, in accordance with the MUTCD standards,as amended, and NJDOT Specifications for Road and Bridge Construction 2019, Section 617, as amended. Traffic Control shall be included within the bid price, no separate bid item is designated for this.

10. Construction details are included with this set of plans. Any required detail not included with this set shall come from the NJDOT's "Standard Roadway Construction Details" (English Units), issued 2019 as amended. If there is a conflict between NJDOT Standard Detail and the Details included in this set of plans, the Details included herewith shall govern.

11. The Contractor is advised to use the Site Benchmarks as listed and to not use ground elevations from the profiles or cross-sections.

12. No development, including clearing and land disturbance, is permitted in wetlands or wetland buffers.

13. All material left over from excavation and stripping shall be removed from the project site at the contractors own expense.

14. "The New Jersey Department of Transportation Standard Roadway Construction/Traffic Control/Bridge Construction Details Booklet dated 2019 and Electrical Bureau Standard Details, 2019",as amended, and All baseline Document Changes made to these construction Details, shall govern except for Those details contained Herein. All work is obligated to comply with latest edition of MUTCD.

15. The project scope/limits are:

ASPHALT REMOVAL, IF & WHERE

DIRECTED S.Y. 401 500 0 500

HMA PROFILE MILLING, 2" &

VARIABLE S.Y. 401 1,500 0 1,500

HOT MIX ASPHALT SURFACE

COURSE, MIX 12.5M64, 2" THICK S.Y. 401 1,500 0 1,500

ASPHALT RESTORATION, 6" DGA,

2" HMA BASE-19M64, HMA

SURFACE-12.5M64, IF & WHERE

DIRECTED S.Y. 401 500 0 500

No.

TEOAT FS

PR RO EEFE NISS GI NO ENAL

.A WAT TR KE IB NO SR

LI DC EE SN

ERJ SW EE YN

GE045865

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DATE:

AutoCAD SHX Text 3/21/2025

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NJSPC

V E

T E

R A

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A N

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SYMBOL LEGEND

Storm Drainage Manhole

Sanitary Sewer Manhole

Water Meter

Sanitary Sewer Clean Out

Gas Valve

Water Valve

Sign Guy Wire

Utility Pole

Benchmark

Utility Box

Concrete Monument / Pin

Tree

Gas Utility

Light Pole

NORTH HOCKEY RINK PLAN

Scale: 1" = 20'

DrawnDesigned

SheetJob No.

SHT_# Total

Checked Date

Date Revision - Description

3120 Fire Road, Suite B201 Egg Harbor Township, New Jersey 08234

Phone: (609) 569-1551 Fax: (609) 569-1521

State Board of Professional Engineers & Land Surveyors Certificate of Authorization No. GA 283208

SSOCIATES, LLC

CONSULTING ENGINEERS & PLANNERS

M A

OTT WATKINS

ALL DOCUMENTS PREPARED BY MOTT WATKINS ASSOCIATES,

LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE

PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE

SUITABLE FOR REUSE BY OWNER OR OTHERS ON EXTENSIONS

OF THE PROJECT OR ON ANY OTHER PROJECT. ANY REUSE

WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY MOTT

WATKINS ASSOCIATES, LLC FOR THE SPECIFIC PURPOSE

INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT

LIABILITY OR LEGAL EXPOSURE TO MOTT WATKINS

ASSOCIATES, LLC; AND OWNER SHALL INDEMNIFY AND HOLD

HARMLESS MOTT WATKINS ASSCIATES, LLC FROM ALL CLAIMS,

DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR

RESULTING THEREFROM.

Professional Engineer New Jersey License No. 45865

Robert A. Watkins PE, PP, CME, CFM

Date

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1 ASPHALT REMOVAL, IF & WHERE DIRECTED S.Y. 401 500 500

2 HMA PROFILE MILLING, 2" & VARIABLE S.Y. 401 1500 1500

HOT MIX ASPHALT SURFACE COURSE, MIX

12.5M64, 2" THICK S.Y. 401 1500 1500

ASPHALT RESTORATION, 6" DGA, 2" HMA

BASE-19M64, HMA SURFACE-12.5M64, IF &

WHERE DIRECTED S.Y. 401 500 500

No.

TEOAT FS

PR RO EEFE NISS GI NO ENAL

.A WAT TR KE IB NO SR

L I DC EE SN

ERJ SW EE YN

GE045865

NOTES:

1) EXISTING HOCKEY BOARDS AND BENCH AREA TO BE REMOVED BY

OTHERS, THAT WORK IS NOT A PART OF THE CURRENT SCOPE OF

WORK.

2) ITEM NO. 1 & 4 SHALL BE MARKED OUT IN THE FIELD. THERE ARE

AREAS WHICH ARE SURROUNDING THE OUTER EDGE OF THE HOCKEY

RINK THAT WILL NEED TO BE REMOVED AND REPLACED DUE TO

FAILURE OR DRAINAGE CONCERNS.

3) THERE IS AN EXISTING CONCRETE CURB/RING AROUND HOCKEY

COURT, THE CONTRACTOR WILL MILL AT MINIMUM 2" THICK FROM

EDGE OF CURB/RING TO EDGE OF CURB/RING, NORTH TO SOUTH &

EAST TO WEST, TO MATCH EXISTING SLOPE OF CURB/RING. SHOTS

SHOWN ARE TOP OF CURB/RING WHICH ASPHALT SHALL MATCH.

THERE SHALL BE A CONSTANT SLOPE RUNNING FROM ONE EDGE TO

THE OTHER. MORE THAN 2" DEPTH OF MILLING MAY BE REQUIRED TO

REMOVE ANY UNEVENESS OF EXISTING ASPHALT SO WHEN

RESURFACING OCCURS THERE IS A CONSTANT SLOPE FROM EDGE

TO EDGE. STRING LINES SHALL BE STRUNG AFTER MILLING HAS BEEN

COMPLETED TO OBSERVE ANY UNEVENESS WHERE ADDITIONAL

MILLING MAY BE REQUIRED TO ALLOW A CONSISTENT 2" THICK

OVERLAY ON THE MILLED SURFACE.

4) CONTRACTOR SHALL HAVE A SKI ON THE PAVER TO KEEP THE

CONSISTENCY OF THE ASPHALT AND SLOPE.

5) MILLINGS FROM THE PROJECT SHALL BE DROPPED OFF AT EGG

HARBOR TOWNSHIP DEPARTMENT OF PUBLIC WORKS (EHTDPW)

UNLESS OTHERWISE NOTED. ITEM NO. 2 SHALL INCLUDE TRUCKING

TO EITHER EHTDPW OR ANOTHER SITE THE CONTRACTOR HAS

AVAILABLE.

PAVEMENT RESTORATION DETAIL

NOT TO SCALE

PAVEMENT SECTION DETAIL

NOT TO SCALE

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AutoCAD SHX Text Graphic Scale - 1"=20'

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SURFACE COURSE

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HMA 12.5M64 MIX I-5, 2" THICK & VARIES

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COMPACTED SOIL BASE

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EXISTING PAVEMENT

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SAWCUT CLEAN EDGE

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AND TACK

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COMPACTED SOIL BASE

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MILLED SURFACE TO HAVE OVERLAY OF SURFACE COURSE HMA 12.5M64 2" THICK

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DENSE GRADED AGGREGATE BASE COURSE, RAP, 6" THICK

AutoCAD SHX Text NOTE: REMOVE EXISTING ASPHALT TO A DEPTH OF EXISTING ASPHALT TO A DEPTH OF EXISTING ASPHALT TO A DEPTH OF ASPHALT TO A DEPTH OF ASPHALT TO A DEPTH OF TO A DEPTH OF TO A DEPTH OF A DEPTH OF A DEPTH OF DEPTH OF DEPTH OF OF OF NO MORE THAN 3" AND REPLACE WITH MORE THAN 3" AND REPLACE WITH MORE THAN 3" AND REPLACE WITH THAN 3" AND REPLACE WITH THAN 3" AND REPLACE WITH 3" AND REPLACE WITH 3" AND REPLACE WITH AND REPLACE WITH AND REPLACE WITH REPLACE WITH REPLACE WITH WITH WITH SURFACE COURSE TO MATCH EXISTING COURSE TO MATCH EXISTING COURSE TO MATCH EXISTING TO MATCH EXISTING TO MATCH EXISTING MATCH EXISTING MATCH EXISTING EXISTING EXISTING GRADES.

AutoCAD SHX Text NOTE: IF ANY SOFT SPOTS THE ENGINEER SHALL ANY SOFT SPOTS THE ENGINEER SHALL ANY SOFT SPOTS THE ENGINEER SHALL SOFT SPOTS THE ENGINEER SHALL SOFT SPOTS THE ENGINEER SHALL SPOTS THE ENGINEER SHALL SPOTS THE ENGINEER SHALL THE ENGINEER SHALL THE ENGINEER SHALL ENGINEER SHALL ENGINEER SHALL SHALL SHALL MARK OUT AND THOSE AREAS WILL BE OUT AND THOSE AREAS WILL BE OUT AND THOSE AREAS WILL BE AND THOSE AREAS WILL BE AND THOSE AREAS WILL BE THOSE AREAS WILL BE THOSE AREAS WILL BE AREAS WILL BE AREAS WILL BE WILL BE WILL BE BE BE BOXED OUT TO A DEPTH OF NO MORE THAN OUT TO A DEPTH OF NO MORE THAN OUT TO A DEPTH OF NO MORE THAN TO A DEPTH OF NO MORE THAN TO A DEPTH OF NO MORE THAN A DEPTH OF NO MORE THAN A DEPTH OF NO MORE THAN DEPTH OF NO MORE THAN DEPTH OF NO MORE THAN OF NO MORE THAN OF NO MORE THAN NO MORE THAN NO MORE THAN MORE THAN MORE THAN THAN THAN 6" AND REPLACED WITH LIFTS OF ASPHALT. AND REPLACED WITH LIFTS OF ASPHALT. AND REPLACED WITH LIFTS OF ASPHALT. REPLACED WITH LIFTS OF ASPHALT. REPLACED WITH LIFTS OF ASPHALT. WITH LIFTS OF ASPHALT. WITH LIFTS OF ASPHALT. LIFTS OF ASPHALT. LIFTS OF ASPHALT. OF ASPHALT. OF ASPHALT. ASPHALT. ASPHALT. THE SQUARE YARDAGE OF THOSE AREAS SQUARE YARDAGE OF THOSE AREAS SQUARE YARDAGE OF THOSE AREAS YARDAGE OF THOSE AREAS YARDAGE OF THOSE AREAS OF THOSE AREAS OF THOSE AREAS THOSE AREAS THOSE AREAS AREAS AREAS WILL BE CALCULATED ACCORDINGLY AND BE CALCULATED ACCORDINGLY AND BE CALCULATED ACCORDINGLY AND CALCULATED ACCORDINGLY AND CALCULATED ACCORDINGLY AND ACCORDINGLY AND ACCORDINGLY AND AND AND PAID IN SQUARE YARDS FOR EVERY 2" OF IN SQUARE YARDS FOR EVERY 2" OF IN SQUARE YARDS FOR EVERY 2" OF SQUARE YARDS FOR EVERY 2" OF SQUARE YARDS FOR EVERY 2" OF YARDS FOR EVERY 2" OF YARDS FOR EVERY 2" OF FOR EVERY 2" OF FOR EVERY 2" OF EVERY 2" OF EVERY 2" OF 2" OF 2" OF OF OF THICKNESS.