36 X 24 Absecon Paving- Drawing.pdf

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TRANSITION SECTION

PAVEMENT REPAIR

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TRANSITION SECTION

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OF 1

F-1

NJ STATE PLANE NAD83

NAVD88

PAVEMENT RESTORATION

PLAN

257 SHOWELLTON AVENUE

ABSECON, NEW JERSEY

08201

U.S. ARMY CORPS OF ENGINEERS

SHOWELLTON AVENUE

PAVEMENT RESTORATION

DRAWN BY: SMB DESIGNED BY: SMB/KEF

CHECKED BY: JF PROJECT MANAGER: GAT

PROJECT NUMBER: 6329603

DATE: JULY 2025 SHEET:

DRAWING NO.

DRAWING INFORMATION

DRAWING TITLE

PROJECT ADDRESS

PROJECT NAME

SEAL

REVISIONS

FULL SIZE PLOT: 24" x 36"

HORIZONTAL DATUM:

VERTICAL DATUM:

225 Schilling Circle, Suite 400 Hunt Valley, Maryland 21031

(410) 584-7000

SCALE AS SHOWN

X X X X X X X X

60"

6"

6"

2"

BITUMINOUS

CONCRETE

SURFACE

MIX 1-5

BITUMINOUS STABILIZED

BASE COURSE

MIX 1-2

NJDOT I-5 SOIL AGGREGATE

NJDOT NO. 2 STONE

EXISTING SUBGRADE

NON-WOVEN GEOTEXTILE

FILTER FABRIC

PAVEMENT REPAIR SECTION -

FULL DEPTH

SCALE: 1" = 1'

PAVEMENT REPAIR SECTION NOTES:

1. PAVEMENT REPAIR MATERIALS AND CONSTRUCTION SHALL

BE IN ACCORDANCE WITH THE CITY OF ABSECON, NJ CODE

CHAPTER 304 AND THE NEW JERSEY 2019 STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

2. SUBMIT THE PROPOSED MATERIAL SPECIFICATIONS TO THE

CITY OF ABSECON, NJ CITY ENGINEER FOR APPROVAL PRIOR

TO CONSTRUCTION.

EXISTING CONDITIONS NOTES:

1. NO FIELD SURVEY WAS MADE AS A PART OF THIS EFFORT, ALL DATA HAS BEEN

DOWNLOADED/ACCESSED FROM PUBLIC DATA SOURCES. ALL EXISTING

FEATURES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO

CONSTRUCTION.

2. AERIAL IMAGERY ACCESSED FROM BING MAPS AND MICROSOFT.

3. TOPOGRAPHY SOURCE DATA IS 2019 LIDAR ACCESS FROM NOAA DATA ACCESS

VIEWER, MAY 2025.

SITE DESIGN NOTES:

1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT AND UNDERLYING MATERIAL

WITHIN THE APPROXIMATE LIMITS SHOWN HEREON AND REPLACE WITH THE

PAVEMENT REPAIR SECTION SHOWN ON THIS DRAWING.

2. LOCATION OF PAVEMENT REPLACEMENT IS APPROXIMATE. CONTRACTOR SHALL

CONFIRM THE LOCATION OF FORMER WELL AND EXTENTS OF WORK.

3. CONTRACTOR MUST VERIFY ALL UTILITIES AND MONITORING WELLS WITHIN AND

ADJACENT TO THE LIMIT OF WORK PRIOR TO CONSTRUCTION. NO UTILITY

LOCATION HAS BEEN PERFORMED. CONTRACTOR SHALL AVOID AND PROTECT

ANY EXISTING UTILITIES AND MONITORING WELLS. ANY IMPACTS TO EXISTING

UTILITIES OR MONITORING WELLS SHALL BE REPAIRED. MONITORING WELLS ARE

TO BE ABANDONED IN ACCORDANCE WITH NEW JERSEY REGULATIONS IF

IMPACTS CANNOT BE AVOIDED. MONITORING WELLS ARE REQUIRED TO BE

REPLACED IF REQUIRED BY GOVERNMENTAL AUTHORITIES.

4. CONTRACTOR SHALL ENSURE SMOOTH PAVEMENT TRANSITION BETWEEN

EXISTING AND PROPOSED PAVEMENTS.

5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE IS ACHIEVED AND OVERALL

EXISTING DRAINAGE PATTERNS ARE MAINTAINED AS A PART OF THIS WORK.

6. GROUNDWATER IS ESTIMATED TO BE FOUND AT APPROXIMATELY 10 FEET

BELOW FINISHED GRADE NEAR THE LOCATION OF THE FORMER WELL.

7. REPLACE ROADWAY CONCRETE CURB AND GUTTER TO MATCH EXISTING

ROADWAY CONCRETE CURB AND GUTTER. ROADWAY CONCRETE CURB AND

GUTTER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ABSECON

STANDARDS.

8. CONTRACTOR TO MATCH SLOPE OF EXISTING ROADWAY AND TRANSITION

ROADWAY REPLACEMENT SECTION TO MATCH GRADE OF EXISTING ROADWAY.

VICINITY MAP - ATLANTIC COUNTY, NEW JERSEY

SCALE: NOT TO SCALE

SITE LOCATION MAP

SCALE: 1" = 2,000'

OHIO AVE

SITE

ATLANTIC

CITY

MAYS

LANDING

FOLSOM

PORT

REBUBLIC

ABSECON

NORTHFIELD

SITE

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NE

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SHOWELLTON AVE

MARLIN RD

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WHITE HORSE PIKE

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AB

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N SHORE RD

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NE

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W LEEDS AVE

W CALIFORNIA AVE

S MILL RD

PI

TN

EY

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IG

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LAN

D

BLVD

ABESCON CREEK

ATLANTIC

CITY

RESERVOIR

SECTION A-A'

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 1'

VERTICAL SCALE: 1" = 1'

HORIZONTAL SCALE: 1" = 10'

5 10 20

SECTION B-B'

HORIZONTAL SCALE: 1" = 10'

VERTICAL SCALE: 1" = 1'

X X X X X X X X

6"

6"

2"

BITUMINOUS

CONCRETE

SURFACE

MIX 1-5

BITUMINOUS STABILIZED

BASE COURSE

MIX 1-2

NJDOT I-5 SOIL AGGREGATE

EXISTING SUBGRADE

TRIAXIAL GEOGRID

(TENSAR TX TYPE 2

OR APPROVED EQUAL)

PAVEMENT REPAIR SECTION -

TRANSITION SECTION

SCALE: 1" = 1'

NOTE:

1. ROADWAY CONCRETE CURB AND

GUTTER NOT SHOWN IN SECTION VIEW.

GRAPHIC SCALE IN FEET

0 10 20 40

SEE DETAILED SITE PLAN

THIS DRAWING

SITE PLAN

SCALE: 1" = 20'

GRAPHIC SCALE IN FEET

0 2.5 5 10

LIMIT OF WORK

DETAILED SITE PLAN

SCALE: 1" = 5'

TRIAXIAL GEOGRID

(TENSAR TX TYPE 2

OR APPROVED EQUAL)

(SEE SITE DESIGN NOTE 3)