W912BU-14-B-0004_Dwgs-AM2.pdf

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Absecon Inlet Coastal Storm Damage Reduction Structures Absecon Inlet, Atlantic City, New Jersey
Solicitation number
W912BU-14-B-0004
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Amendment No 0002 - Drawings

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W912BU-14-B-0004_Dwgs-AM3.pdf PDF
W912BU-14-B-0004_Specs-AM3.pdf PDF
W912BU-14-B-0004_Specs-AM2.PDF PDF
W912BU-14-B-0004_Specs-AM1.pdf PDF
W912BU-14-B-0004_Specs.pdf PDF
W912BU-14-B-0004_Dwgs.pdf PDF

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Text version

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DEMOLITION PLAN - STRUCTURE 1 AREA - STA. 6+13 TO 13+60

1":20'

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REVISIONS

DESCRIPTION

SCALE: 1" = 50'

DRAWN BY: J.A.F.

CHECKED BY: .

PROFESSIONAL ENGINEER

NEW JERSEY LICENSE NO. GE 29,471

JOHN A. FEAIRHELLER, JR.

CITY ENGINEER'S OFFICE

PLAN No.: 2185

SHEET 7 OF 11

SIGNATURE DATE

CITY OF ATLANTIC CITY

DONALD A. GUARDIAN MAYOR

BOARDWALK BENT LOCATION PLAN

SECTIONS 2, 3 & 4

BOARDWALK BENT LAYOUT SCHEDULE

CONCRETE BENT - 40 FOOT LAYOUT

SCALE : 1/8" = 1'

CONCRETE BENT - 20 FOOT LAYOUT

SCALE : 1/8" = 1'

CONCRETE BENT - 30 FOOT LAYOUT

SCALE : 1/8" = 1'

BOARDWALK BENT 172 THROUGH 191

BOARDWALK SECTION TWO

BOARDWALK BENT 191 THROUGH 219

BOARDWALK SECTION THREE

BOARDWALK SECTION FOUR

BOARDWALK BENT 172 SECTION ONE

CONCRETE BENT SECTION N-N DETAIL

SCALE : 3/4" = 1'

CONCRETE BENT - 20 FOOT DETAIL

SCALE : 3/8" = 1'

EXISTING CONCRETE PILES & PIER

CAP TO BE REMOVED ( TYPICAL )

(SEE NOTE 2)

PROPOSED CONCRETE PILES &

CONCRETE BENT CAP ( TYPICAL )

EXISTING GROIN JETTY (TYP.)

BOARDWALK RECONSTRUCTION ORIENTAL

AVENUE TO

GRAMMERCY AVENUE

ABSECON INLET COASTAL STORM

DAMAGE REDUCTION STRUCTURES

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NOTES:

1. REMOVE AND DISPOSE OF EXISTING WOOD JOISTS AND DECKING AT THE

FOLLOWING LOCATIONS:

STA. 17+50 - 1800 SF

STA. 17+25 TO 18+00 - 1600 SF

STA. 20+50 TO 21+50 - 1200 SF

THE COST FOR REMOVAL AND DISPOSAL OF THIS DECKING SHALL BE INCLUDED IN

OPTION BID ITEM 61, "SECTION 3 BOARDWALK LOCATION DEMOLITION".

2. REMOVAL AND DISPOSAL OF CONCRETE PILES AND PIER CAPS(PILE CAP BENTS)

WILL BE MEASURED FOR PAYMENT UNDER OPTION BID ITEMS 59, 60, 71, AND 72.

3. REMOVE AND RELOCATE EXISTING RIPRAP, AS REQUIRED, TO INSTALL THE NEW

CONCRETE PILES FROM APPROXIMATELY STA. 13+50 TO STA. 16+00 AND AT STA. 17+10.

RELOCATE THE RIPRAP TO AN AREA WITHIN THE PROJECT LIMITS, AS DIRECTED BY

THE COR. THE COST FOR REMOVING AND RELOCATING THE RIPRAP SHALL BE

INCLUDED IN OPTION BID ITEM 50 "SECTION 2 BOARDWALK LOCATION DEMOLITION".

4. REMOVE AND RELOCATE EXISTING GROIN STONES, AS REQUIRED, TO INSTALL THE

NEW CONCRETE PILES. RELOCATE GROIN STONES TO AN AREA WITHIN THE PROJECT

LIMITS, AS DIRECTED BY THE COR. THE COST FOR REMOVING AND RELOCATING THE

GROIN STONES SHALL BE INCLUDED IN OPTION BID ITEM 61, "SECTION 3 BOARDWALK

LOCATION DEMOLITION".

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AC102
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