CON 125 - 2024 CDBG - Uibel Ave --- Full Pan 5.5.25.pdf

PDF 4 MB Posted Jun 26, 2025

Attached to: 2024 Community Development Block Grant Uibel Ave – ADA Improvements
Solicitation number: 25-07
Issued by: Atlantic County, New Jersey

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Written by GovTribe AI · Jun 26, 2025

This document is a comprehensive set of construction plans and specifications for the 2024 Community Development Block Grant (CDBG) Uibel Avenue ADA Improvements project for the Township of Egg Harbor in Atlantic County, New Jersey. The project involves roadway and accessibility improvements along Uibel Avenue, including ADA ramp construction, curb and sidewalk replacements, traffic control, and various infrastructure upgrades. The contract (Contract No. 125) includes detailed plans for tree and shrub removal, excavation, aggregate base course installation, hot mix asphalt paving, concrete work, drainage improvements, and traffic markings. The project scope encompasses approximately 6,750 linear feet of roadway, with specific quantities including 2,390 square yards of profile milling, 410 tons of asphalt base course, 2,045 linear feet of concrete vertical curb, 450 square yards of concrete sidewalk, and various other infrastructure elements.

The project is funded through a Community Development Block Grant and will be administered by the Township of Egg Harbor, with engineering services provided by Mott Watkins Associates, LLC. The project is scheduled for implementation in May 2025, with comprehensive utility coordination involving South Jersey Gas, Atlantic City Electric, Verizon, Comcast Cable, New Jersey American Water, and Atlantic County MUA. The plans include detailed specifications for ADA ramp construction, including seven different curb ramp types, detectable warning surfaces, and specific grading and paving requirements. The project aims to improve accessibility and infrastructure along Uibel Avenue, with careful attention to existing utilities, traffic management, and Americans with Disabilities Act (ADA) compliance requirements.

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Township of Egg Harbor Atlantic County, New Jersey

Contract No. 125

Location Map

Scale: 1" = 500'

May, 2025

3120 Fire Road, Suite B201

Egg Harbor Township, New Jersey 08234

(609) 569-1551

M A

OTT

SSOCIATES, LLC

CONSULTING ENGINEERS & PLANNERS

WATKINS

Uibel Avenue ADA Improvements

2024 Community Development Block Grant

Project

Site

Robert A. Watkins Professional Engineer

New Jersey License No. 45865

Township Committee

Laura Pfrommer, Mayor

Ray Ellis, Jr., Deputy Mayor

Paul W. Hodson

Paul Rosenberg

William Pauls

Thomas J. D'Intino

Township Administrator

Eileen Tedesco, RMC

Township Clerk

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: The reconstruction of Uibel Avenue roadway with new curbing, sidewalk, and stormwater improvements.

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

EXISTING UTILITY INFORMATION SHOWN ON THE

PLANS IS FURNISHED BY THE UTILITY COMPANIES

AND/OR THE SURVEYOR AND THE ACCURACY

THEREOF IS NOT THE RESPONSIBILITY OF MOTT

WATKINS ASSOCIATES LLC. IT IS THE RESPONSIBILITY

OF THE OWNERS AND/OR CONTRACTOR TO CALL

1-800-272-1000 FOR FIELD LOCATION OF

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION

Index of Drawings Order Sheet Name Sheet Description

1 COVER Cover Sheet

2 ADA-DET

ADA Ramp Construction Details

3 CON-DET Construction Details

4 TCR Traffic Control Plan

5 PROP-SITE

Proposed Site Plan

6 GRADE

Gading & Paving Plan

1 CLEARING SITE

LUMP

SUM 159 1 0 1

2 TREE REMOVAL UNIT

201 801,802

4 0 4

3 SHRUB REMOVAL S.Y.

201 801,802

0 100 100

EXCAVATION, 10" THICK

C.Y. 202 185 30 215

DENSE GRADED AGGREGATE BASE COURSE, 6" THICK

C.Y. 302 115 60 175

HMA PROFILE MILLING, 4" & VARIABLE

S.Y. 401

2,390

HOT MIX ASPHALT BASE COURSE, MIX 19M64, 2" THICK

TON 401 410 0 410

HOT MIX ASPHALT SURFACE COURSE, MIX 9.5M64, 2" THICK

TON 401 365 0 365

ASPHALT DRIVEWAY APRON, 2" THICK

TON 606 4 10 14

REMOVE & REPLACE ASPHALT DRIVEWAY APRON, 2" THICK

TON 401 8 0 8

CONCRETE VERTICAL CURB, VARIABLE REVEAL

L.F. 607

2,045

CONCRETE DRIVEWAY APRON, 6" THICK

S.Y. 606 98 0 98

CONCRETE SIDEWALK, 4" THICK

S.Y. 606 450 0 450

14 DETECTABLE WARNING SURFACE UNIT 606 2 0 2

TRAFFIC STRIPES, LINES, LONG-LIFE, EPOXY RESIN, 4" THICK

L.F. 610

2,000

TRAFFIC MARKINGS, LINES, LONG-LIFE, THERMOPLASTIC, 24" THICK

S.F. 610 180 0 180

17 REPLACE GRATES W/ BICYCLE SAFE GRATE UNIT 602 1 0 1

INLETS, TYPE "B" MODIFIED

UNIT 602 2 0 2

INLETS, TYPE "E"

UNIT 602 1 0 1

20 15" REINFORCED CONCRETE CULVERT PIPE L.F. 601 26 0 26

21 RESET VALVE BOX UNIT 651 6 0 6

22 RESET EXISTING CASTING UNIT

602, 652

1 0 1

TOPSOILING, 4" THICK

S.Y. 804 350 250 600

24 HYDROSEEDING S.Y. 806 350 250 600

TRAFFIC DIRECTOR, FLAGGER

HOUR 159 80 0 80

26 CONSTRUCTION SIGNS S.F. 159 250 0 250

27 DRUM UNIT 159 20 0 20

28 TRAFFIC CONES UNIT 159 50 0 50

29 BREAKAWAY BARRICADE UNIT 159 2 0 2

30 PROJECT SIGN

LUMP

SUM 612 1 0 1

31 FUEL PRICE ADJUSTMENT

LUMP

SUM 160 1 0 1

AutoCAD SHX Text

DATE:

AutoCAD SHX Text 5/2/2025

AutoCAD SHX Text

NJSPC

ALTERNATE TREATMENT PREFERRED TREATMENT

ALTERNATE TREATMENT

PREFERRED TREATMENT

ALTERNATE TREATMENT PREFERRED TREATMENT

SECTION A-A

SECTION C-C

SECTION THROUGH CURB RAMPS 1 THROUGH 6

SECTION B-B

SECTION D-D

(SEE NOTE 9) (SEE NOTE 9)

(SEE NOTE 9)

CURB RAMP TYPE 1 CURB RAMP TYPE 2

(GRASS BUFFER STRIP)

CURB RAMP TYPE 3

(LANDING AREA REQUIRED)

CURB RAMP TYPE 4

(GRASS BUFFER STRIP WITH LANDING AREA REQUIRED)

CURB RAMP TYPE 5

(CROSSING PARALLEL TO HIGHWAY ONLY)

CURB RAMP DETAILS

N.T.S.

CURB RAMP TYPE 6

(CROSSING PARALLEL TO HIGHWAY ONLY)

CURB RAMP TYPE 7

(SEE NOTE 7)

LOCATION OF CURB RAMP TYPES 1, 2, 3, 4 & 7

FOR CROSSING PARALLEL AND

DROPPED CURB AND CRADLE

ISLAND WALKWAY OPENING

AT INTERSECTIONS

DETECTABLE WARNING SURFACE

(CAST IN PLACE FOR ALL NEW CURB RAMP CONSTRUCTION)

PERPENDICULAR TO HIGHWAY

DrawnDesigned

Sheet

Job 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

EXISTING UTILITY INFORMATION SHOWN ON THE

PLANS IS FURNISHED BY THE UTILITY COMPANIES

AND/OR THE SURVEYOR AND THE ACCURACY

THEREOF IS NOT THE RESPONSIBILITY OF MOTT

WATKINS ASSOCIATES LLC. IT IS THE RESPONSIBILITY

OF THE OWNERS AND/OR CONTRACTOR TO CALL

1-800-272-1000 FOR FIELD LOCATION OF

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION

Y S h a r e d d o c u m e n t s C

A D

P r o j c d b g u i e l r e v

D B

G D e t a i l s d w g

D B

G U i b e l

A v e

D A

I m p r o v e m e n t s

A D

A M

O N

T S

T R

U C

T I O

E T

A I L

STAFF STAFF

RAW 5/2/2025

1509.5

ADA-DET

T o w n s h i p o f

H a r b o r

A t l a n t i c

C o u n t y

5/2/2025

AutoCAD SHX Text CURB RAMPS AND SIDEWALKS THAT ARE CONSTRUCTED NOT IN COMPLIANCE WITH A.D.A. ACCESSIBILITY

AutoCAD SHX Text REQUIREMENTS INCLUDING MAXIMUM RUNNING SLOPES, MAXIMUM CROSS SLOPES, LANDING AREA LOCATION

AutoCAD SHX Text AND SIZE, DIVERGING SIDEWALK DROP OFF PROTECTION, BLEND TRANSITIONS, BLEND TRANSITION RUNNING

AutoCAD SHX Text SLOPES AND CROSS SLOPES, FLARE WIDTHS, GRADE BREAKS AND GRADE BREAK DIRECTIONS, CLEAR

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SPACE SIZE AND LOCATION, WILL NOT BE ACCEPTED.

AutoCAD SHX Text X

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GUTTER LINE

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4' MIN.

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CONCRETE HEADER WHERE

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SHOWN ON PLANS

AutoCAD SHX Text FOR CURB RAMP TYPES 5 AND 6, IF A GRASS BUFFER DOES NOT EXIST, SLOPE CURB TO EQUAL SLOPE

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OF ADJACENT CURB RAMP.

AutoCAD SHX Text CURB AND HEADER WITHIN AREA ENCLOSED BY HEAVY LINES TO BE PAID FOR AS VERTICAL CURB OR

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SLOPING CURB OF THE APPROPRIATE ADJACENT SIZE AND KIND.

AutoCAD SHX Text WHERE THE DISTANCE FROM THE GUTTER LINE TO THE OUTSIDE EDGE OF SIDEWALK IS 6 FEET OR LESS, AutoCAD SHX Text

CURB RAMP TYPE 7 SHOULD BE USED, INSTEAD OF CURB RAMP TYPE 1 THROUGH 4.

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CROSSWALKS AND STOP LINES MAY BE MARKED OR UNMARKED, SEE PLANS.

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GENERAL NOTES:

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VARIABLE

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2% MAX.

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4' MINIMUM SIDEWALK

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CURB TO BE FLUSH WITH

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AutoCAD SHX Text 12.4

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16" OR 18"

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ROADWAY

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PROPOSED CURB

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WIDTH THE SAME

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AS APPROACH CURB

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CONCRETE CRADLE 4" WIDE (MONOLITHIC

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WITH CURB) (PAID FOR IN COST OF CURB)

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1/2" PREFORMED EXPANSION JOINT FILLER

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HOT POURED RUBBER-ASPHALT JOINT SEALER

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NOTE:

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WHERE PRACTICAL, END LEFT TURN ISLAND OR DIVISIONAL ISLAND

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BEFORE CROSSWALK TO ELIMINATE CUT-THROUGH

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OPENING

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1" TYP.

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4' WIDE OPENING TO BE FLUSH WITH ROADWAY PAVEMENT

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PAVEMENT

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SURFACE

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H=CURB HEIGHT

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12H:1V MAX.

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12H:1V MAX.

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H=CURB HEIGHT

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REGRADE AT 6H:1V

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12H:1V MAX.

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4 MIN.

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6 MAX.

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CURB RAMP

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TYPE 2, 5 OR 6

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CURB RAMP

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(TYP.)

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LOCATE RAMP

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THIS SIDE OF LINE AB

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CROSSWALKS

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(SEE NOTE 9)

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SIDEWALK

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MARKED

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CROSSING

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4' MIN.

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REST AREA

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2' MIN. RADIUS

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AT EACH CORNER

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CURB RAMP OPENING TO BE FLUSH WITH ROADWAY PAVEMENT (CURB RAMP TYPES 5 & 6).

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SDWK. TRANS.

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GUTTER LINE

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H=CURB HEIGHT

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APPROACH

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SDWK. TRANS.

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LANDING AREA

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CURB RAMP

AutoCAD SHX Text LANDING AREA, APPROACH SIDEWALK TRANSITIONS, AND CURB RAMP SHALL BE KEPT CLEAR OF

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OBSTRUCTIONS.

AutoCAD SHX Text DIMENSIONS SHOWN IN TABLES ARE FOR RELATIVELY FLAT SIDEWALK AREAS. CARE SHOULD BE TAKEN

AutoCAD SHX Text WHEN DETERMINING CURB RAMP SIZE BASED ON CURB HEIGHT (H) WHERE ELEVATION OF CURB AND

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SIDEWALK VARY DRASTICALLY IN AREA OF PROPOSED CURB RAMP.

AutoCAD SHX Text SIDEWALK AND CURB RAMP WITHIN AREA ENCLOSED BY HEAVY LINES TO BE PAID FOR AS CONCRETE

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SIDEWALK OF THE APPROPRIATE ADJACENT THICKNESS.

AutoCAD SHX Text DIMENSIONS SHOWN IN TABLES ARE FOR 3 INCH TO 9 INCH CURB HEIGHTS. WHERE THE CURB HEIGHTS

AutoCAD SHX Text ARE OTHER THAN WHAT IS PROVIDED IN THE TABLES, THE DIMENSIONS OF THE RAMPS WILL HAVE TO BE

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CALCULATED BASED ON CROSS SLOPES SHOWN.

AutoCAD SHX Text 10H:1V

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MAX.

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CONCRETE CURB RAMP, 4" THICK

AutoCAD SHX Text 2%

AutoCAD SHX Text 1'-6"

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AutoCAD SHX Text 2%

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12H:1V MAX.

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10H:1V MAX.

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MAX.

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H=CURB HEIGHT

AutoCAD SHX Text 1'-6"

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SIDEWALK

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WIDTH

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VARIABLE

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10H:1V MAX.

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AutoCAD SHX Text CURB (DROPPED CURB) GUTTERLINE TO BE FLUSH WITH ROADWAY PAVEMENT A MINIMUM OF 4 FEET AT

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ALL CURB RAMPS.

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* TYPE 3 RAMP IS NOT APPLICABLE, USE TYPE 1.

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** TYPE 4 RAMP IS NOT APPLICABLE, USE TYPE 2.

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AutoCAD SHX Text 6.

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AutoCAD SHX Text 1.

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NOTE:

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NOTE:

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LOCATE RAMP

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THIS SIDE OF LINE CB

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SIDEWALK

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WIDTH

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CURB RAMP

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WIDTH

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24" MIN.

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CURB RAMP

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DELINEATION

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6" MIN., 8" MAX.

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CURB

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0.65" MIN.

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BASE TO BASE

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T.D. SPACING

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1.6" MIN. TO 2.4" MAX.

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CENTER TO CENTER

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T.D. SPACING

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DIRECTION OF TRAVEL

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SIDEWALK

AutoCAD SHX Text %%uPLAN VIEW

AutoCAD SHX Text %%uELEVATION

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0.45" MIN. TO 0.90" MAX.

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TOP DIAMETER

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0.90" MIN. TO 1.4" MAX.

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BASE DIAMETER

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TRUNCATED

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DOME (T.D.)

AutoCAD SHX Text 0.20"

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SIDEWALK

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SAFETY RED

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COLOR COATING

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AutoCAD SHX Text THE PUBLIC SIDEWALK CURB RAMP, DETECTABLE WARNING SURFACE (SHADED AREA) SHALL BE SAFETY

AutoCAD SHX Text 8.

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RED COLOR ON CONCRETE OR 70%%% COLOR CONTRAST FOR OTHER SURFACE SUCH AS BRICK.

DrawnDesigned

Sheet

Job 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

EXISTING UTILITY INFORMATION SHOWN ON THE

PLANS IS FURNISHED BY THE UTILITY COMPANIES

AND/OR THE SURVEYOR AND THE ACCURACY

THEREOF IS NOT THE RESPONSIBILITY OF MOTT

WATKINS ASSOCIATES LLC. IT IS THE RESPONSIBILITY

OF THE OWNERS AND/OR CONTRACTOR TO CALL

1-800-272-1000 FOR FIELD LOCATION OF

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION

Y S h a r e d d o c u m e n t s C

A D

P r o j c d i e l r e v

D B

G D e t a i l s d w g

D B

G U i b e l

A v e

A p r o v e m e n t s

C O

N S

T R

U C

T I O

E T

A I L

PJW PJW

RAW 5/2/2025

1509.5

CON-DET

T o w n s h

E r b o r

A t l a n t i c

C o u n t y

5/2/2025

TYPICAL STRIPING DETAIL

NOT TO SCALE

CONCRETE DRIVEWAY APRON

INLET - TYPE 'B' MODIFIED - LG STA 13+25

NOT TO SCALE

CURB END TAPER

INLET TYPE 'E'

NOT TO SCALE

STORM PIPE BEDDING DETAIL

NOT TO SCALE

CONCRETE SIDEWALK

NOT TO SCALE

CONCRETE CURB

NOT TO SCALE

ASPHALT DRIVEWAY APRON

NOT TO SCALE

TYPICAL PAVING SECTION UIBEL AVENUE

NOT TO SCALE

TYPICAL PAVING SECTION UIBEL AVENUE - STA.: 11+35 - 16+00

NOT TO SCALE

INLET - TYPE 'B' MODIFIED - RG STA 13+25

NOT TO SCALE

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4" YELLOW LINE (TYP.)

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4" YELLOW LINE (TYP.)

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PROPOSED CONCRETE CURB (TYP)

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12' (TYP)

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12' (TYP)

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6" THICK CONCRETE

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DRIVEWAY APRON

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DEPRESSED CONCRETE CURB

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1'-6" CURB TRANSITION (TYP.)

AutoCAD SHX Text 6"x 8"x 18" CONCRETE CURB

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4" TOPSOIL &

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SEED

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SEED

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4" TOPSOIL &

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EXPANSION JOINT

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NOT TO SCALE

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1" MIN.

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2" MAX.

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%%USECTION B-B

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%%USECTION A-A

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%%UPLAN

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15" RCP

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ROADWAY PAVING

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JOINT

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TOP OF CURB

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3/4" PREMOLDED EXPANSION JOINTN

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BOTH ENDS CURB PIECE.(TYP)

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%%USECTION B-B

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%%USECTION A-A

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%%UPLAN

AutoCAD SHX Text A

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AutoCAD SHX Text A

AutoCAD SHX Text B

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FRAME AND TWO GRATES

AutoCAD SHX Text TRENCH TO BE BACKFILLED WITH SUITABLE GRANULAR FILL. BACKFILL SHALL BE PERFORMED IN 12" LIFTS COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY.

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CRUSHED STONE BEDDING TO BE INSTALLED WHERE DIRECTED BY THE ENGINEER

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4,000# CONCRETE

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SUBGRADE TO BE COMPACTED PRIOR TO THE PLACEMENT OF CONCRETE

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SOIL AGGREGATE SUBBASE, 4" MIN. THICKNESS

AutoCAD SHX Text 18"

AutoCAD SHX Text 9"

AutoCAD SHX Text 8"

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VARIABLE (4" MIN.)

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4,500 PSI

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CLASS B CONCRETE

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AIR ENTRAINED (TYP.)

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AutoCAD SHX Text " R

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EXISTING OR PROPOSED

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ASPHALT (TYP.)

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BACKFILL BEHIND

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CURB (TYP.)

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1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS

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TYPE, CONFORMING TO AASHTO SPEC'S M-33.

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TO BE INSTALLED BETWEEN CURB AND

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NON-BITUMINOUS PAVEMENT OR BASE COURSE.

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NOTE:

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A) TRANSVERSE JOINTS

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" WIDE SHALL BE INSTALLED IN THE CURB 20'

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APART AND SHALL BE FILLED WITH PREFORMED, BITUMINOUS-IMPREGNATED

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FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTO M-213,

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RECESSED

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" FROM THE FRONT FACE AND TOP OF THE CURB.

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B) DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN

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EXPANSION JOINTS.

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2' & VARIES

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VARIES

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EXISTING STONE,GRAVEL,DIRT

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OR CONCRETE DRIVEWAY

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CONSTRUCT ASPHALT LIP AT WALKS AND DRIVEWAYS

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AS DIRECTED BY THE ENGINEER

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EDGE OF ROADWAY PAVEMENT

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BITUMINOUS CONCRETE DRIVEWAY

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HMA 9.5M64, 2" THICK

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BASE COURSE

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HMA 19M64, 2" THICK

AutoCAD SHX Text C

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HMA 9.5M64 MIX I-5, 2" THICK

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SURFACE COURSE

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UNDISTRUBED

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SOIL (TYP.)

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BASE COURSE, 6" THICK

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SOIL AGGREGATE

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PROPOSED CONCRETE

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CURB (TYP.)

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VARIES - SEE PAVING SHT.

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PROPOSED CONCRETE

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SIDEWALK (TYP.)

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VARIES - SEE PAVING SHT.

AutoCAD SHX Text B

AutoCAD SHX Text GENERAL NOTES 1. INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE, CONCRETE BLOCK INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE, CONCRETE BLOCK OR PRECAST CONCRETE, WALLS SHALL BE 8" THICK IF BRICK AND 6" THICK IF CONCRETE, CONCRETE BLOCK OR PRECAST CONCRETE, INLET FOUNDATION SHALL BE CLASS 'C' CONCRETE. 2. A LEACHING BASIN 18" X 18" 2'- 0" DEEP OF 3/4" WASHED STONE A LEACHING BASIN 18" X 18" 2'- 0" DEEP OF 3/4" WASHED STONE OR APPROVED FIELD STONE SHALL BE CONSTRUCTED IN EACH INLET. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS.

AutoCAD SHX Text GENERAL NOTES 1. FOOTER & INVERT TO BE NJDOT CLASS 'C' CONCRETE FOOTER & INVERT TO BE NJDOT CLASS 'C' CONCRETE 2. IF WALL CONSTRUCTION OTHER THAN CONCRETE THE IF WALL CONSTRUCTION OTHER THAN CONCRETE THE WALL SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. 3. CASTING TO BE CAMPBELL FOUNDRY NO. 3405 OR CASTING TO BE CAMPBELL FOUNDRY NO. 3405 OR EQUIVALENT. 4. PROVIDE ALUMINUM LADDER RUNGS @ 18" o.c. PROVIDE ALUMINUM LADDER RUNGS @ 18" o.c. 5. WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH OF 8'-0" MEASURED FROM THE INLET GUTTER TO INVERT SHALL BE 12" THICK IF CONCRETE OR DOUBLE BLOCK. IF BLOCK THE FOUNDATION DIMENSION SHALL BE INCREASED 12" IN WIDTH AND TO 12" IN DEPTH.

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BASE COURSE

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HMA 19M64, 2" THICK

AutoCAD SHX Text C

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HMA 9.5M64 MIX I-5, 2" THICK

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SURFACE COURSE

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UNDISTRUBED

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SOIL (TYP.)

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BASE COURSE, 6" THICK

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SOIL AGGREGATE

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PROPOSED CONCRETE

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CURB (TYP.)

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VARIES - SEE PAVING SHT.

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PROPOSED CONCRETE

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SIDEWALK (TYP.)

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VARIES - SEE PAVING SHT.

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1" MIN.

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2" MAX.

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%%USECTION B-B

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%%USECTION A-A

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%%UPLAN

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PIPE "A"

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PROPOSED EDGE

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OF PAVEMENT

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PROPOSED EDGE OF PAVEMENT

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PROPOSED 15" RCP

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EXISTING RCP TO STORAGE TANK

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PROPOSED 15" RCP

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PROPOSED CONCRETE CURB (TYP)

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STONE SUMP

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STONE SUMP

AutoCAD SHX Text CLASS B CONCRETE SLAB #4 @ 6" c/c BOTH WAYS

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LADDER RUNGS 12" C TO C

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18" SUMP FILLED WITH 3/4" STONE 8" DEEP

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18" SUMP FILLED WITH 3/4" STONE 8" DEEP

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PROPOSED EDGE OF PAVEMENT

AutoCAD SHX Text CLASS B CONCRETE SLAB #4 @ 6" c/c BOTH WAYS

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EXCAVATION & DGA

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FOR WIDENING (TYP.)

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EXCAVATION & DGA

FOR WIDENING (TYP.)

Uibel Avenue Traffic Control Plan N.T.S.

DrawnDesigned

Sheet

Job 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

Y S h a r e d d o c u m e n t s C

A D

P r o j c d i e l r e v

D B

G T r a f f i c

C o n t r o l

P l a n d w g

D B

G U i b e l

A v e

A p r o v e m e n t s

T R

A F

O N

T R

L A

STAFF STAFF

RAW 5/2/2025

1509.5

TCR

T o w n s h

E r b o r

A t l a n t i c

C o u n t y

5/2/2025

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WORK AREA

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FLAGGER

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CONE

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DRUM

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TYPE III, PVC

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BREAKAWAY BARRICADES

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%%ULEGEND

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%%UGENERAL NOTES:

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WHEN SUCH PAVEMENT CONDITIONS EXIST. THE PLACEMENT OF THESE

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9. CONSTUCTION SIGNS, W8-9a, W5-1c AND W8-14a SHALL BE USED

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AS SIGHT DISTANCES REQUIRE TO ADJUST FOR REDUCED VISIBILITY

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8. ADVANCE WARNING SIGNS AND TAPERS SHOULD BE EXTENDED

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FOR THE W20 SERIES WHICH SHALL BE TYPE IVB SHEETING.

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7. SIGN FACES SHALL BE RETROREFLECTIVE SHEETING, TYPE II EXCEPT

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5052-H38 OR 6061-T6 ALLOY, .100" GAUGE.

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6. SIGN ALUMINUM SHALL BE FLAT SHEET OF ALLOY

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LATEST EDITION.

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THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

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5. ALL SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO

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REPAVED OR WHEN DIRECTED BY THE ENGINEER.

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PAVEMENT LAYERS OR ON EXISTING PAVEMENTS NOT BEING

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WHERE LANE SHIFTS ARE REQUIRED ON INTERMEDIATE OR TOP

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4. REMOVABLE PAVEMENT MARKING TAPE SHALL BE UTILIZED

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3. ALL CONFLICTING STRIPES SHALL BE REMOVED.

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TO CENTER OF LANE LINE.

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WIDTH IS DEFINED AS THE WIDTH FROM THE EDGE OF DEVICE

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2. THE MINIMUM UNOBSTRUCTED LANE WIDTH SHALL BE 11' LANE

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OF THE ENGINEER.

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1. CONES MAY BE SUBSTITUTED FOR DRUMS UPON APPROVAL

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10. CONSTRUCTION SIGN W99-2 (GIVE US A BRAKE) SHALL BE

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LOCATED 200' IN ADVANCE OF PROJECT LIMITS.

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11. TRAFFIC FINES DOUBLED IN WORK AREA - R(NJ)5-17

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SIGN SHALL BE LOCATED 500' AFTER FIRST ADVANCE

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WARNING SIGN, (W20 SERIES) AT EACH WORK AREA.

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UNDER CONSTRUCTION OR AS DIRECTED BY ENGINEER.

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USED TO ASSIST IN CONTROLLING TRAFFIC INTERSECTIONS

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12. POLICE TRAFFIC DIRECTORS OR TRAFFIC DIRECTORS SHALL BE

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TO STAGE CONSTRUCTION.

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TRAFFIC STRIPES OR TRAFFIC MARKINGS ARE REQUIRED ON INTERMEDIATE

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13. UNLESS OTHERWISE SPECIFIED TRAFFIC PAINT SHALL BE USED WHEN

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PAVEMENT LAYERS THAT NEED TO BE OPENED TO TRAFFIC DUE

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* CONTRACTOR SHALL EXCAVATE TO SUBGRADE, BACKFILL WITH DENSE

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14. SHOULDER RECONSTRUCTION AREA;

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* EXCAVATED SHOULDER AREA SHALL NOT BE LEFT EXPOSED OVERNIGHT.

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GRADED AGGREGATE BASE ON A DAILY BASIS.

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IN ACCORDANCE WITH N.J.D.O.T. STANDARD DETAIL CD-37.

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15. CONSTRUCTION SIGNS SHALL BE MOUNTED ON STEEL U-POSTS

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DUE TO THE HORIZONTAL AND VERTICAL CURVATURE OF THE

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ROADWAY. TAPERS MAY ALSO BE EXTENDED FOR PREVAILING

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SPEEDS.

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SIGNS SHALL BE DONE AS DIRECTED BY THE ENGINEER.

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END

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ROAD WORK

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1500 FT.

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WORK

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ROAD

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ONE LANE

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ROAD

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1000 FT.

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BUFFER

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TYP.

AutoCAD SHX Text 10'

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VAR.

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VAR.

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AREA

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WORK

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AutoCAD SHX Text 10'

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TYP.

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TYP.

AutoCAD SHX Text 40'

AutoCAD SHX Text W20-4b

AutoCAD SHX Text W20-7a

AutoCAD SHX Text W20-4b

AutoCAD SHX Text W20-7a

AutoCAD SHX Text 100'

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VARIES

AutoCAD SHX Text 100'

AutoCAD SHX Text 500'

AutoCAD SHX Text 200'

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LANE

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LANE

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SHOULDER

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SHOULDER

AutoCAD SHX Text 500'

AutoCAD SHX Text W20-1a

AutoCAD SHX Text G20-2a

AutoCAD SHX Text 500'

AutoCAD SHX Text G20-2a

AutoCAD SHX Text 500'

AutoCAD SHX Text W20-1a

AutoCAD SHX Text %%UW20-7a

AutoCAD SHX Text %%UW20-4b

AutoCAD SHX Text %%UW20-1a

AutoCAD SHX Text %%UW20-2a

AutoCAD SHX Text %%UW8-9a

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MUST BE REVIEWED BY GENERAL POLICE & TOWNSHIP ENGINEER.

15. IF ROAD CLOSURE DETOUR IS REQUESTED BY CONTRACTOR, ALL SIGNAGE

U G

L A

V E

. (50' R

.O .W

E L

D E

R B

E R

R Y

A V

(50' R .O

T O

N R

O A

(60' R .O

UIBEL AVENUE (50' R.O.W.)

W A

G T

O N

A V

E . (60'

R .O

C O

O L

E A

V E

N U

E (50' R

.O .W

C Y

SS A

(50' R .O

UIBEL AVENUE (50' R.O.W.)

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

PLAN STA.: 10+00 TO 16+75

Scale: 1" = 30'

NOTES:

1) ALL CASTINGS (EXISTING AND/OR NEW) SHALL BE BICYCLE SAFE GRATE

WITHIN PROJECT LIMITS.

2) ALL TREE REMOVAL/TRIMMING (ITEM NO.2) AND SHRUB

REMOVAL/TRIMMING (ITEM NO.3) SHALL BE MARKED OUT WITH ENGINEER

ON SITE. ANY CHANGE SHALL BE APPROVED BY THE ENGINEER.

3) CONCRETE CURB SHALL BE INSTALLED BEFORE BASE PAVING. SITE WILL

BE MADE SAFE FOR VEHICLE AND PEDESTRIAN TRAFFIC BY USE OF DGA,

UNLESS OTHERWISE DIRECTED BY ENGINEER. THIS WILL BE INCLUDED IN

ITEM NO.11.

4) ALL MANHOLE AND UTILITY VALVE CASTINGS SHALL BE RESET AS

NEEDED TO BE FLUSH WITH TOP PAVING. ADJUSTMENTS SHALL BE DONE

AFTER BASE PAVING AND BEFORE TOP PAVING.

5) EXISTING INLETS AT STA.: 20+25, BOTH LEFT AND RIGHT GUTTER (LG / RG)

SHALL HAVE CURB TERMINATE AT THE SIDES OF THE GRATE W/ 1FT

TAPER ON EITHER SIDE OF GRATE.

6) ITEM NO. 14, SHALL ONLY INCLUDE THE ADA WARNING SURFACE, ALL

CONCRETE SHALL BE INCLUDED IN ITEM NO. 13.

7) ANY MAIL BOXES THAT ARE RESET/RELOCATED INTO SIDEWALK SHALL

HAVE A PVC SLEEVE INSTALLED DURING THE FORMING OF THE

SIDEWALK. ENGINEER WILL DIRECT AS NEEDED DURING THE FORMING.

PVC SLEEVE SHALL BE INCLUDED IN ITEM NO. 1.

8) THE GRASS AREA BETWEEN CURB AND SIDEWALK, STA.: 17+50 TO

CONCRETE DRIVEWAY AT 18+30, SHALL BE A SWALE. THIS SHALL BE

INCLUDED INTO ITEM NO. 23.

9) ALL DEPRESSED CURBING ALONG FRONTAGE OF DRIVEWAYS SHALL

HAVE A 0.1-FT LIP, UNLESS OTHERWISE DIRECTED BY ENGINEER.

DrawnDesigned

Sheet

Job 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

EXISTING UTILITY INFORMATION SHOWN ON THE

PLANS IS FURNISHED BY THE UTILITY COMPANIES

AND/OR THE SURVEYOR AND THE ACCURACY

THEREOF IS NOT THE RESPONSIBILITY OF MOTT

WATKINS ASSOCIATES LLC. IT IS THE RESPONSIBILITY

OF THE OWNERS AND/OR CONTRACTOR TO CALL

1-800-272-1000 FOR FIELD LOCATION OF

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION

Y S h a r e d d o c u m e n t s C

A D

P r o j c d i e l r e v

D B

G S i t e

P l a n d w g

D B

G U i b e l

A v e

A p r o v e m e n t s

P R

O P

O S

L A

P L

T A

N D

PJW PJW

RAW 5/2/2025

1509.5

PROP-SITE

T o w n s h

E r b o r

A t l a n t i c

C o u n t y

5/2/2025

M A

T C

H L I N

T A

M A

T C

H L I N

T A

PLAN STA.: 16+75 TO END

Scale: 1" = 30'

2 TREE REMOVAL UNIT

801,802

4 4

EXCAVATION, 10" THICK

C.Y. 202 215 185

DENSE GRADED AGGREGATE BASE

COURSE, 6" THICK

C.Y. 302 175 115

ASPHALT DRIVEWAY APRON, 2" THICK

TON 606 14 4

REMOVE & REPLACE ASPHALT

DRIVEWAY APRON, 2" THICK

TON 401 8 8

CONCRETE VERTICAL CURB,

VARIABLE REVEAL L.F. 607 2045

2,045

CONCRETE DRIVEWAY APRON, 6"

THICK S.Y. 606 98 98

CONCRETE SIDEWALK, 4" THICK

S.Y. 606 450 450

14 DETECTABLE WARNING SURFACE UNIT 606 2 2

REPLACE GRATES W/ BICYCLE SAFE

GRATE UNIT 602 1 1

INLETS, TYPE "B" MODIFIED

UNIT 602 2 2

INLETS, TYPE "E"

UNIT 602 1 1

15" REINFORCED CONCRETE

CULVERT PIPE L.F. 601 26 26

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. CONC DRV.

AutoCAD SHX Text

EX. DIRT DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. ASPHALT DRV.

AutoCAD SHX Text S

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

EX. DIRT DRV.

AutoCAD SHX Text

EX. CONC DRV.

AutoCAD SHX Text

EX. ASPHALT DRV.

AutoCAD SHX Text

EX. CONC DRV.

AutoCAD SHX Text

EX. ASPHALT DRV.

AutoCAD SHX Text

EX. ASPHALT DRV.

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text Graphic Scale - 1"=30'

AutoCAD SHX Text

NJSPC

U G

L A

V E

. (50' R

.O .W

E L

D E

R B

E R

R Y

A V

(50' R .O

T O

N R

O A

(60' R .O

UIBEL AVENUE (50' R.O.W.)

W A

G T

O N

A V

E . (60'

R .O

C O

O L

E A

V E

N U

E (50' R

.O .W

C Y

SS A

(50' R .O

UIBEL AVENUE (50' R.O.W.)

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

M A

T C

H L I N

T A

DrawnDesigned

Sheet

Job 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

EXISTING UTILITY INFORMATION SHOWN ON THE

PLANS IS FURNISHED BY THE UTILITY COMPANIES

AND/OR THE SURVEYOR AND THE ACCURACY

THEREOF IS NOT THE RESPONSIBILITY OF MOTT

WATKINS ASSOCIATES LLC. IT IS THE RESPONSIBILITY

OF THE OWNERS AND/OR CONTRACTOR TO CALL

1-800-272-1000 FOR FIELD LOCATION OF

UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION

Y S h a r e d d o c u m e n t s C

A D

P r o j c d i e l r e v

D B

G S i t e

P l a n d w g

D B

G U i b e l

A v e

A p r o v e m e n t s

G R

A D

I N

P L

R O

F I L

T A

N D

PJW PJW

RAW 5/2/2025

1509.5

GRADE

T o w n s h

E r b o r

A t l a n t i c

C o u n t y

5/2/2025

M A

T C

H L I N

T A

M A

T C

H L I N

T A

M A

T C

H L I N

T A

GRADING & PAVING - PLAN STA: 10+00 TO 16+75

Scale: 1" = 30'

Scale: 1" = 30' (H)

GRADING & PAVING - PROFILE STA: 16+75 TO END

Scale: 1" = 3' (V)

Scale: 1" = 30' (H)

GRADING & PAVING - PROFILE STA: 10+00 TO 16+75

Scale: 1" = 3' (V)

GRADING & PAVING - PLAN STA: 16+75 TO END

Scale: 1" = 30'

HMA PROFILE MILLING, 4" & VARIABLE

S.Y. 401 2390

2,390

HOT MIX ASPHALT BASE COURSE, MIX

19M64, 2" THICK

TON 401 410 410

HOT MIX ASPHALT SURFACE COURSE,

MIX 9.5M64, 2" THICK

TON 401 365 365

TRAFFIC STRIPES, LINES, LONG-LIFE,

EPOXY RESIN, 4" THICK

L.F. 610 2000

2,000

TRAFFIC MARKINGS, LINES,

LONG-LIFE, THERMOPLASTIC, 24"

THICK S.F. 610 180 180

22 RESET EXISTING CASTING UNIT

602, 652

1 1

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. CONC DRV.

AutoCAD SHX Text

EX. DIRT DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. STONE DRV.

AutoCAD SHX Text

EX. ASPHALT DRV.

AutoCAD SHX Text S

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

MAIL

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

EX. DIRT DRV.

AutoCAD SHX Text

EX. CONC DRV.

AutoCAD SHX Text

EX. ASPHALT DRV.

AutoCAD SHX Text

EX. CONC DRV.

AutoCAD SHX Text

EX. ASPHALT DRV.

AutoCAD SHX Text

EX. ASPHALT DRV.

AutoCAD SHX Text

PVI STA = 18+75

AutoCAD SHX Text

PVI ELEV = 98.29

AutoCAD SHX Text

PVI STA = 20+25

AutoCAD SHX Text

PVI ELEV = 96.43

AutoCAD…

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File details come from the government source that posted it. Updated Jun 26, 2025.