CON 126 - 2025 RIP Full Plan Set.pdf
PDF 12 MB Posted
- Attached to
- 2025 Road Improvement Program Contract No. 126 State and local contract opportunity
- Solicitation number
- 25-09
- Issued by
- Atlantic County, New Jersey
About this file
The document is a comprehensive plan set for the Township of Egg Harbor's 2025 Road Improvement Program, Contract No. 126, located in Atlantic County, New Jersey. The project involves road improvements across multiple streets including Schoolhouse Road, Pine Avenue, Old Stage Road, Mitchell Drive, Seaview Drive, Reega Avenue, Kathy Lane, Camelot Court, River Drive, Harbor Drive, Byron Drive, and Ships Drive. The improvement program includes multiple construction activities such as HMA profile milling, hot mix asphalt surface course placement, concrete curb and gutter installation, driveway apron replacements, traffic striping, and ADA ramp construction. The project is designed to be completed in June 2025, with detailed plan sheets showing specific quantities, profile elevations, typical cross-sections, and construction details for each roadway segment.
The plan set was prepared by Mott Watkins Associates, LLC, a consulting engineering and planning firm located in Egg Harbor Township, with Robert A. Watkins, a Professional Engineer (NJ License No. 45865), serving as the primary engineer. The document provides extensive technical specifications, including estimated quantities for various construction elements, utility information, and specific notes about construction procedures. The project involves multiple utility coordination elements, with contact information provided for South Jersey Gas, Atlantic City Electric, Verizon, Comcast Cable, New Jersey American Water Co., and Atlantic County MUA. Contractors are advised to call 1-800-272-1000 for underground utility location verification prior to construction, and all concrete work is to be completed after base paving and before top paving, unless otherwise directed by the engineer.
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| File | Type | Posted |
|---|---|---|
| CON 126 - 2025 RIP - Full Spec.pdf | ||
| BidClarification No. 1---Package.pdf |
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Text version
Township of Egg Harbor Atlantic County, New Jersey
Contract No. 126
Location Map Scale: 1" = 5,000'
June, 2025
Project Sites
3120 Fire Road, Suite B201 Egg Harbor Township, New Jersey 08234
(609) 569-1551
M A
OTT
SSOCIATES, LLC
CONSULTING ENGINEERS & PLANNERS
WATKINS
2025 ROAD IMPROVEMENT PROGRAM
Location Map Scale: NTS
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: Various roadway improvements on School House Road, Old Stage Road, Pine Avenue, Mitchell Avenue, Seaview Drive, Reega Avenue, Kathy Lane, Camelot Court, River Drive, Harbor Drive , Byron Drive, and Ships Drive, located in the Township.
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
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
Seaview Drive
Index of Drawings Order Sheet Description
1 COVER Cover 2 EST-QTY Estimate of Quantities 3 ADA-DET ADA Ramp Details 4 CON-DET Construction Details 5 STORM-DET SWM Details 6 TCR Traffic Control Plan 7 SHRD-1 Schoolhouse Plan & Profile Sta. 10+00 to 23+25 8 SHRD-2 Schoolhouse Plan & Profile Sta. 23+25 TO END 9 SHRD-ADA Schoolhouse - ADA RAMPS 10 OLD-STG Old Stage Plan & Profile Sta. 10+00 to END 11 PINE-1 Pine Ave Plan & Profile Sta. 10+00 to 23+25 12 PINE-2 Pine Ave Plan & Profile Sta. 23+25 to END 13 MTCH-DR Mitchell Ave Plan & Profile Sta. 10+00 to END 14 SEA-CON Seaview Drive - Construction Plan 15 REEGA Reega Ave Plan & Profile Sta. 10+00 to END 16 SUP-1 Kathy Lane & Camelot Court Plans & Profile 17 SUP-2.1 River Dr. & Harbor Drive Plan & Profile Sta. 10+00 to 18+25 18 SUP-2.2 Harbor Dr.- Byron Dr. - Ships Dr. Plan & Profile 19 SUP-2.3 River Dr. Harbor Dr. Byron Dr. - Curve Grading
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DATE:
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NJSPC
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
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 CONSTRUCTIONY:
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1 CLEARING SITE
LUMP
SUM 159 1 0 1
2 EXCAVATION, UNCLASSIFIED C.Y. 202 69 200 269
3 DENSE GRADED AGGREGATE BASE COURSE, 6" THICK C.Y. 302 45 150 195
4 HMA PROFILE MILLING, 2" & VARIABLE S.Y. 401 19,115 0 19,115
5 HOT MIX ASPHALT BASE COURSE, MIX 19M64, 2" THICK TON 401 0 250 250
6 HOT MIX ASPHALT SURFACE COURSE, MIX 9.5M64, 2" THICK TON 401 2,300 0 2,300
7 REMOVE & REPLACE ASPHALT DRIVEWAY APRON, 2" THICK TON 401 41 0 41
8 ASPHALT DRIVEWAY APRON, 2" THICK TON 606 37 0 37
9 REMOVE & REPLACE CONCRETE VERTICAL CURB L.F. 607 230 250 480
10 REMOVE & REPLACE CONCRETE GUTTER, 8" THICK X 18" WIDE L.F. 603 0 200 200
11 REMOVE & REPLACE CONCRETE DRIVEWAY APRON, 6" THICK S.Y. 606 17 0 17
12 CONCRETE SIDEWALK, 4" THICK S.Y. 606 54 0 54
13 ADA HANDICAP RAMP, DETECTABLE WARNING SURFACE UNIT 607 4 0 4
14 TRAFFIC STRIPES, LINES, LONG-LIFE, EPOXY RESIN, 4" THICK L.F. 610 18,980 0 18,980
15 TRAFFIC MARKINGS, LINES, LONG-LIFE, THERMOPLASTIC, 6" THICKL.F. 610 290 0 290
16 TRAFFIC MARKINGS, LINES, LONG-LIFE, THERMOPLASTIC, 24" THICKS.F. 610 228 0 228
17 15" REINFORCED CONCRETE CULVERT PIPE L.F. 601 0 24 24
18 REMOVE & REPLACE 36" HDPE PIPE L.F. 601 520 0 520
19 INLETS, TYPE "B" MODIFIED UNIT 602 0 2 2
20 INLETS, TYPE "E" UNIT 602 1 0 1
21 RESET EXISTING CASTING UNIT 602, 652 0 11 11
22 RESET VALVE BOX UNIT 651 0 4 4
23 RETAINING WALL L.F. N/A 180 0 180
24 TOPSOILING, 4" THICK S.Y. 804 0 7,000 7,000
25 HYDROSEEDING S.Y. 806 0 7,000 7,000
26 TRAFFIC DIRECTOR, FLAGGER HOUR 159 300 0 300
27 TRAFFIC DIRECTOR, FLAGGER 1 HOUR 159 100 0 100
28 CONSTRUCTION SIGNS S.F. 159 500 0 500
29 DRUM UNIT 159 50 0 50
30 TRAFFIC CONES UNIT 159 150 0 150
31 BREAKAWAY BARRICADE UNIT 159 2 0 2
32 ASPHALT PRICE ADJUSTMENT
LUMP
SUM 160 1 0 1
33 FUEL PRICE ADJUSTMENT
LUMP
SUM 160 1 0 1
S1.1 HMA MILLING, 2" & VARIABLE S.Y. 401 2960 0 2960
S1.2 HOT MIX ASPHALT SURFACE COURSE, MIX 9.5M64, 2" THICK TON 401 620 0 620
S1.3 REMOVE & REPLACE ASPHALT DRIVEWAY APRON, 2" THICK TON 401 22 0 22
S1.4 ASPHALT DRIVEWAY APRON, 2" THICK TON 606 6 0 6
S1.5 TRAFFIC MARKINGS, LINES, LONG-LIFE, THERMOPLASTIC, 24" THICKS.F. 610 25 0 25
S2.1 HMA MILLING, 2" & VARIABLE S.Y. 401 4830 0 4830
S2.2 HOT MIX ASPHALT SURFACE COURSE, MIX 9.5M64, 2" THICK TON 401 650 0 650
S2.3 REMOVE & REPLACE ASPHALT DRIVEWAY APRON, 2" THICK TON 401 2 0 2
S2.4 ASPHALT DRIVEWAY APRON, 2" THICK TON 606 18 0 18
S2.5 12" REINFORCED CONCRETE CULVERT PIPE L.F. 601 22 0 22
S2.6 INLETS, TYPE "B" UNIT 602 2 0 2
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) (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
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
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 CONSTRUCTIONY:
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AutoCAD SHX Text 9.0
AutoCAD SHX Text 3.3
AutoCAD SHX Text 4.2
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AutoCAD SHX Text 6.7
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AutoCAD SHX Text 10.6
AutoCAD SHX Text 12.4
AutoCAD SHX Text 14.0
AutoCAD SHX Text 15.6
AutoCAD SHX Text 17.4
AutoCAD SHX Text 19.0
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CURB RAMP TYPE 1
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INCHES
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CURB RAMP TYPE 7
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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
AutoCAD SHX Text 4'
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OPENING
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1" TYP.
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TOP OF CURB
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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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H=CURB HEIGHT
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H=CURB HEIGHT
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H=CURB HEIGHT
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MAX.
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MAX.
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MAX.
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MAX.
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MAX.
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APPROACH
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SDWK. TRANS.
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APPROACH
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APPROACH
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APPROACH
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APPROACH
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SDWK. TRANS.
AutoCAD SHX Text 1'-6"
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12H:1V MAX.
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12H:1V MAX.
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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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INCHES
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INCHES
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CURB RAMP
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TYPE 2, 5 OR 6
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CURB RAMP TYPE 4
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CURB RAMP
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CURB RAMP
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CURB RAMP
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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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MAX.
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MAX.
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2% MAX.
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4' MIN.
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MAX.
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MAX.
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MAX.
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MAX.
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MAX.
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APPROACH
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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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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
AutoCAD SHX Text
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
AutoCAD SHX Text
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%
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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.
AutoCAD SHX Text 10H:1V
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MAX.
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H=CURB HEIGHT
AutoCAD SHX Text 1'-6"
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.
AutoCAD SHX Text 4.
AutoCAD SHX Text 6.
AutoCAD SHX Text 7.
AutoCAD SHX Text 9.
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
AutoCAD SHX Text 5.
AutoCAD SHX Text 10.
AutoCAD SHX Text 3.
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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
AutoCAD SHX Text 12.
AutoCAD SHX Text THE PUBLIC SIDEWALK CURB RAMP, DETECTABLE WARNING SURFACE (SHADED AREA) SHALL BE SAFETY
AutoCAD SHX Text 8.
AutoCAD SHX Text 11.
RED COLOR ON CONCRETE OR 70%%% COLOR CONTRAST FOR OTHER SURFACE SUCH AS BRICK.
NOT TO SCALE
CONCRETE CURB
NOT TO SCALE
CONCRETE SIDEWALK
CONCRETE DRIVEWAY APRON
NOT TO SCALE
STRIPING DETAIL
ASPHALT DRIVEWAY APRON
NOT TO SCALE
NOT TO SCALE
CURB END TAPER
CONCRETE GUTTER DETAIL
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
TYPICAL PAVING SECTION - PINE AVENUE SOUTH
NOT TO SCALE
TYPICAL PAVING SECTION - PINE AVENUE NORTH
NOT TO SCALE
TYPICAL PAVING SECTION - FERNWOOD DRIVE
NOT TO SCALE
TYPICAL PAVING SECTION - SCHOOL HOUSE
NOT TO SCALE
TYPICAL PAVING SECTION - 2" PROFILE MILLING
FINAL RESTORATION
IN-STREET ASPHALT PAVING
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
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 CONSTRUCTIONY:
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AutoCAD SHX Text
4,500 PSI CLASS B CONCRETE AIR ENTRAINED (TYP.))
AutoCAD SHX Text 1 " R14 " R
AutoCAD SHX Text
EXISTING OR PROPOSED ASPHALT (TYP.)
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BACKFILL BEHIND CURB (TYP.)
AutoCAD SHX Text 1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, CONFORMING TO AASHTO SPEC'S M-33. TO BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR BASE COURSE..
AutoCAD SHX Text NOTE: A) TRANSVERSE JOINTS " WIDE SHALL BE INSTALLED IN THE CURB 20' 12" WIDE SHALL BE INSTALLED IN THE CURB 20' APART AND SHALL BE FILLED WITH PREFORMED, BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTO M-213, RECESSED " FROM THE FRONT FACE AND TOP OF THE CURB. 14" FROM THE FRONT FACE AND TOP OF THE CURB. B) DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS.
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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
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%%USECTION A-A
AutoCAD SHX Text A
AutoCAD SHX Text A
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PAVEMENT SURFACE
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TOP OF CURB
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PAVEMENT SURFACE
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CONCRETE DRIVEWAY APRON 6" THICK, 4000 PSI @ 28 DAYS
AutoCAD SHX Text 6 x 6 x 10/10 WELDED WIRE FABRIC
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4" YELLOW LINE (TYP.)
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4" YELLOW LINE (TYP.)
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EDGE OF ROADWAY (TYP.)
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EXISTING STONE,GRAVEL,DIRT
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OR ASPHALT 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 ASPHALT DRIVEWAY 9.5M64, 2" THICK
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ROADWAY PAVING
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JOINT
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TOP OF CURB
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4" WHITE LINE (TYP.)
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CLASS B
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CONCRETE
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NOTE:
AutoCAD SHX Text TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'-0" APART & SHALL BE
AutoCAD SHX Text
FILLED W/ PREFORMED BITUMINOUS IMPREGNATED FIBER JOINT FILLER COMPLYING WITH
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REQUIREMENTS FOR TYPE III FILLER IN AASHO SPEC M-153 RECESSED 1/4" IN FROM FRONT
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FACE & TOP OF CURB
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CONCRETE
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CLASS B
AutoCAD SHX Text 12" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPW CONFORMING TO AASHTO SPACIFICATION M-33. TO BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT, GUTTER AND BASE COURSE.
AutoCAD SHX Text
HOT BITUMINOUS SEALER
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4000 PSI CONCRETE
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BASE COURSE
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HMA 19M64, 2" THICK
AutoCAD SHX Text C
AutoCAD SHX Text
HMA 9.5M64, 2" THICK & VARIES
AutoCAD SHX Text
SURFACE COURSE
AutoCAD SHX Text
UNDISTRUBED
AutoCAD SHX Text
SOIL (TYP.)
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BASE COURSE, 6" THICK
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SOIL AGGREGATE
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BASE COURSE
AutoCAD SHX Text
HMA 19M64, 2" THICK
AutoCAD SHX Text C
AutoCAD SHX Text
HMA 9.5M64, 2" THICK & VARIES
AutoCAD SHX Text
SURFACE COURSE
AutoCAD SHX Text
UNDISTRUBED
AutoCAD SHX Text
SOIL (TYP.)
AutoCAD SHX Text
BASE COURSE, 6" THICK
AutoCAD SHX Text
SOIL AGGREGATE
AutoCAD SHX Text
BASE COURSE
AutoCAD SHX Text
HMA 19M64, 2" THICK
AutoCAD SHX Text C
AutoCAD SHX Text
HMA 9.5M64, 2" THICK & VARIES
AutoCAD SHX Text
SURFACE COURSE
AutoCAD SHX Text
UNDISTRUBED
AutoCAD SHX Text
SOIL (TYP.)
AutoCAD SHX Text
BASE COURSE, 6" THICK
AutoCAD SHX Text
SOIL AGGREGATE
AutoCAD SHX Text
1.0%%% STA.: 13+00 - 14+50
AutoCAD SHX Text
BASE COURSE
AutoCAD SHX Text
HMA 19M64, 2" THICK
AutoCAD SHX Text C
AutoCAD SHX Text
HMA 9.5M64, 2" THICK & VARIES
AutoCAD SHX Text
SURFACE COURSE
AutoCAD SHX Text
UNDISTRUBED
AutoCAD SHX Text
SOIL (TYP.)
AutoCAD SHX Text
BASE COURSE, 6" THICK
AutoCAD SHX Text
SOIL AGGREGATE
AutoCAD SHX Text
VARIES - SEE PLAN SHEET
AutoCAD SHX Text
VARIES - SEE PLAN SHEET
AutoCAD SHX Text
2.0%%% STA.: 12+50
AutoCAD SHX Text
3.0%%% STA.: 12+50 - 14+50
AutoCAD SHX Text
2.5%%% STA.: 10+50 - 12+00
AutoCAD SHX Text
2.5%%% STA.: 10+50 - 12+00
AutoCAD SHX Text
VARIES - SEE PLAN SHEET
AutoCAD SHX Text
VARIES - SEE PLAN SHEET
AutoCAD SHX Text
VARIES - SEE PLAN SHEET
AutoCAD SHX Text
VARIES - SEE PLAN SHEET
AutoCAD SHX Text NOTE: DISTANCE FROM YELLOW CENTERLINE TO WHITE LINE WILL BE 11' FOR PINE AVENUE AND SCHOOL HOUSE ROAD AS NECESSARY
AutoCAD SHX Text
HMA PROFILE MILLING, 2" THICK & VARIABLE
AutoCAD SHX Text C
AutoCAD SHX Text
HMA 9.5M64, 2" THICK & VARIABLE
AutoCAD SHX Text
SURFACE COURSE
AutoCAD SHX Text
UNDISTRUBED
AutoCAD SHX Text
SOIL (TYP.)
AutoCAD SHX Text
VARIES - MATCH EXISTING
AutoCAD SHX Text
VARIES - MATCH EXISTING
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
ROADS INCLUDED: SILVER AVE, MORRIS AVE, BETHUNE AVE, RHODES AVE
AutoCAD SHX Text
TACK COAT EDGES
AutoCAD SHX Text
D= DIA. OF PIPE
AutoCAD SHX Text
6" SOIL AGGREGATE
AutoCAD SHX Text
TYPE I-5
AutoCAD SHX Text
CLEAN FILL
AutoCAD SHX Text
*SAW CUTBACK
AutoCAD SHX Text
AS NEEDED TO
AutoCAD SHX Text
PRODUCE SMOOTH
AutoCAD SHX Text
EDGE.
AutoCAD SHX Text
REPLACE TEMP. WITH 4"
AutoCAD SHX Text
BITUMINOUS CONCRETE SURFACE
AutoCAD SHX Text
COURSE, 9.5M64
AutoCAD SHX Text
CRUSHED STONE BEDDING TO BE INSTALLED WHERE DIRECTED BY THE ENGINEER
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.
AutoCAD SHX Text
NOTE:
FOR SUPPLEMENTAL 3 MITCHELL DRIVE AND ACADEMY ROAD
INLET TYPE 'E' - 34 SCHOOL HOUSE ROAD
NOT TO SCALE
PIPE BEDDING DETAIL
NOT TO SCALE
INLET TYPE 'B' MODIFIED
NOT TO SCALE
INLET TYPE 'B'
NOT TO SCALE
STONE TRENCH DETAIL
NOT TO SCALE
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
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 CONSTRUCTIONY:
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RAW 6/19/2025
1510.2 STORM-DET
To w ns hi p of
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At la nt ic
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RECON BLOCK RETAINING WALL DETAIL
NOT TO SCALE
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%%USECTION B-B
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%%USECTION A-A
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%%UPLAN
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STONE
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SUMP
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FRAME AND TWO GRATES
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 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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PIPE SIZE VARIES
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1" MIN.
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2" MAX.
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CLASS B CONCRETE SLAB
AutoCAD SHX Text #4 @ 6" c/c BOTH WAYS
AutoCAD SHX Text 6"x6" SUMP FILLED
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WITH 3/4" STONE
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8" DEEP
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%%USECTION B-B
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%%USECTION A-A
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%%UPLAN
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%%UGENERAL NOTES
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1. FOOTER & INVERT TO BE NJDOT CLASS 'C' CONCRETE
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2. IF WALL CONSTRUCTION OTHER THAN CONCRETE THE
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WALL SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE
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WITH 1/2" THICK CEMENT PLASTER.
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3. CASTING TO BE CAMPBELL FOUNDRY NO. 3405 OR
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EQUIVALENT.
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4. PROVIDE ALUMINUM LADDER RUNGS @ 18" o.c.
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5. WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW
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THE DEPTH OF 8'-0" MEASURED FROM THE INLET GUTTER
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TO INVERT SHALL BE 12" THICK IF CONCRETE OR DOUBLE
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BLOCK. IF BLOCK THE FOUNDATION DIMENSION SHALL BE
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INCREASED 12" IN WIDTH AND TO 12" IN DEPTH.
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FILL SLOPE 1"/FT.
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FILL SLOPE 1"/FT.
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INCREASED 12" IN WIDTH AND TO 12" IN DEPTH.
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BLOCK. IF BLOCK THE FOUNDATION DIMENSION SHALL BE
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TO INVERT SHALL BE 12" THICK IF CONCRETE OR DOUBLE
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THE DEPTH OF 8'-0" MEASURED FROM THE INLET GUTTER
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5. WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW
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4. PROVIDE ALUMINUM LADDER RUNGS @ 18" o.c.
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EQUIVALENT.
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3. CASTING TO BE CAMPBELL FOUNDRY NO. 2618 TYPE "N" OR
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WITH 1/2" THICK CEMENT PLASTER.
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WALL SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE
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2. IF WALL CONSTRUCTION OTHER THAN CONCRETE THE
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1. FOOTER & INVERT TO BE NJDOT CLASS 'C' CONCRETE
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%%UGENERAL NOTES
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%%UPLAN
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%%USECTION A-A
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%%USECTION B-B
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CLASS 'D' CONCRETE
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CLASS 'D' CONCRETE
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3/4" WASHED STONE BEDDING
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TRENCH TO BE BACKFILLED WITH SUITABLE GRANULAR FILL.
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BACKFILL SHALL BE PERFORMED IN 12" LIFTS COMPACTED
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TO A MINIMUM 95% STANDARD PROCTOR DENSITY.
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PERFORATED HIGH DENSITY POLYETHYLENE PIPE
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FILTER FABRIC - MIRAFI 140N OR APPROVED EQUAL
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THREE SIDES, NONE ON BOTTOM (TYP.)
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6" THICK DGA LEVELING PAD
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FULL TOP BLOCK (24T)
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FULL BLOCK (24M)
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FULL BASE BLOCK (24B)
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RIP RAP 6"-10"
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AutoCAD SHX Text 24T
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EXISTING WOOD FENCE
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PROPOSED CURB
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1 MAX
Typical Traffic Control Plan N.T.S.
NOTES:
1) IF ROAD IS TO BE SHUT DOWN A DETOUR PLAN
SHALL BE PROVIDED. THIS SHALL BE APPROVED BY
ENGINEER & POLICE PRIOR TO CLOSING ROADWAY.
2) PINE AVENUE SOUTH SHALL NOT HAVE A DETOUR
3) SCHOOL HOUSE LANE MAY HAVE A DETOUR
4) PINE AVENUE NORTH MAY HAVE A DETOUR
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
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 CONSTRUCTIONY:
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D oc um en ts \C
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STAFF STAFF
RAW 6/19/2025
1510.2 TCR
To w ns hi p of
E gg
H ar bo r
At la nt ic
C ou nt y, N ew
J er se y
6/19/2025
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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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FT
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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.
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VAR.
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VAR.
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AREA
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WORK
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TYP.
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TYP.
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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
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AutoCAD SHX Text 500'
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LANE
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LANE
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SHOULDER
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SHOULDER
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AutoCAD SHX Text W20-1a
AutoCAD SHX Text G20-2a
AutoCAD SHX Text 500'
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
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AutoCAD SHX Text %%UW8-9a
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MUST BE REVIEWED BY THE LOCAL POLICE DEPARTMENT & TOWNSHIP ENGINEER.
15. IF ROAD CLOSURE DETOUR IS REQUESTED BY CONTRACTOR, ALL SIGNAGE
SCHOOLHOUSE ROAD
SCHOOLHOUSE ROAD
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
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
EXISTING UTILITY INFORMATION SHOWN ON THE
PLAN…
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