W912BU24B0008-AM0002-Dwgs.pdf

PDF 16 MB Posted Aug 2, 2024

Attached to: W912BU24B0003 -Abington Environmental Infrastructure Section 566
Solicitation number: W912BU24B0003
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Written by GovTribe AI · Aug 2, 2024

This document is a solicitation (W912BU24B0003) issued by the U.S. Army Corps of Engineers, Philadelphia District, for the Abington Environmental Infrastructure Improvement project in Abington Township, Pennsylvania.

The solicitation is an Invitation for Bids (IFB) for the project, which involves environmental infrastructure improvements. Prospective bidders are invited to visit the site to acquaint themselves with the site conditions. There will not be a government-conducted site visit. Bidders are required to complete the representations and certifications section and submit it with their proposal. The solicitation does not contain a Statement of Objectives or Performance Work Statement, but rather provides a high-level description of the project. No additional details on the specific products or services required are included. The solicitation does not mention any set-asides, pricing terms, award dates, or incumbent contractors.

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File	Type	Posted
W912BU24B0003-AM0002-Dwgs-correct.pdf	PDF	Aug 2, 2024
W912BU24B0003-AM0002-Specs-correct.pdf	PDF	Aug 2, 2024
W912BU24B0008-AM0002-Specs.pdf	PDF	Aug 2, 2024
24B0003 Amend 0001 - 7-31-24-final.pdf	PDF	Jul 31, 2024
W912BU24B0003-Specs.pdf	PDF	Jul 3, 2024
W912BU24B0003-Dwgs.pdf	PDF	Jul 3, 2024

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BOARDWALK

"TRUMP PLAZA"

CASINO/HOTEL

"TRUMP REGENCY"

CASINO/HOTEL

"TROPICANA"

CASINO/HOTEL

STA. 99+49

5.8' LT

BEACH BAR

STA. 93+00N

N 189033.62 E 510244.19

STA. 93+00S

N 189049.40 E 510232.39

· EXIST 24"Ø DIP OUTFALL

· 93+00N EXIST INVERT EL -3.49

· 93+00S EXIST INVERT EL -2.87

STA. 97+40

N 188926.82 E 509818.44

· EXIST 24"Ø DIP OUTFALL

· EXIST INV EL -3.26

STA. 109+14

N 188525.66 E 508708.68

· EXIST 36"Ø DIP OUTFALL

· EXIST INV EL -2.73

EXISTING VEHICULAR

CROSSOVER (TYP)

ATLANTIC CITY

EXISTING

PEDESTRIAN

CROSSOVER (TYP)

EXISTING DUNE

CENTERLINE (TYP)

SEAWARD TOE OF

EXISTING DUNE (TYP)

SURVEY AND CONSTR. (TYP) EXISTING ADA

ACCESSIBLE

CROSSOVER (TYP)

ATLANTIC OCEAN

BELMONT AVE

PACIFIC AVE IOW

A AVE

BRIGHTON AVE

CALIFORNIA AVE

MORRIS AVE

PLACE

COLUMBIA

TEXAS AVE

BELLEVUE AVE

FLORIDA AVE

GEORGIA AVE

MISSISSIPPI

STA. 91+80

100.0' RT

STA. 91+75

16.1' RT

STA. 95+54

43.9' LT STA. 94+71

32.3' LT

STA. 104+04

14.3' LT

STA. 105+90

20.7' LT

STA. 117+73

29.0' LT

SAND FENCE (TYP)

(SEE NOTE 9)

LANDWARD TOE OF

EXISTING DUNE (TYP)

DUNE PLANTING AREA (TYP)

(SEE SHEET C-501)

VEHICULAR CROSSOVER

(TYP) (SEE DETAIL 3/C-401)

VEHICULAR CROSSOVER

(TYP) (SEE DETAIL 3/C-401)

MHW

MLW

VEHICULAR CROSSOVER

(TYP) (SEE DETAIL 3/C-401)

90+00

91+00

92+00

93+00

94+00

95+00

96+00

97+00

98+00

99+00 100+00

101+00 102+00

103+00 104+00

105+00 106+00

107+00 108+00

109+00 110+00

111+00 112+00

113+00 114+00

115+00 116+00

117+00 118+00

119+00 120+00

121+00

QUANTITIES - CROSSOVER REPAIRS

LOCATION CROSSOVER

TYPE

I5 MATERIAL

(SF)

SPLIT RAIL

FENCE REPAIR

(LF)

POST AND RAIL

FENCE REPAIR

(LF)

BASE/

OPTION

GEORGIA AVENUE (STA. 97+50) VEHICLE 3613 238 - OPTION

IOWA AVENUE (STA. 113+60) VEHICLE 4860 238 - OPTION

BRIGHTON AVENUE (STA. 117+50) VEHICLE 5491 238 - OPTION

QUANTITIES - SAND FENCE, PLANTINGS, AND DUNE REPAIR

STATION RANGE

REMOVE AND

REPLACE SAND

FENCE (LF)

NEW SAND

FENCE (LF)

WINDBLOWN

AREAS (SF)

24" DUNE

GRASS (SF)

18" DUNE

GRASS (SF)

DUNE REPAIR

(CY)

BASE/

OPTION

90+00 to 91+80 181 - - 8345 8004 - OPTION

93+60 to 96+60 267 - - 12890 15491 - OPTION

96+60 to 97+40 43 - - 3340 4165 - OPTION

97+80 to 101+00 303 - - 15110 13571 - OPTION

101+00 to 103+20 237 - - 11888 11630 - OPTION

111+00 to 112+60 147 - - 7365 7904 - OPTION

112+60 to 113+40 82 - - 4076 2045 - OPTION

119+00 to 121+40 - - - 2883 1775 863 OPTION

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1" =1

/ T

P H

D E

T O

-IF

- 2 0 M

C-

6 P

- S

. 8

T O

.dw g

+6 3 T

, A

, N

C-106

PHILADELPHIA

KEY PLAN

1 PLAN - STA. 89+63 TO STA. 121+421 PLAN - STA. 89+63 TO STA. 121+42

M A

E M

N E

R E

: C -1

E : C

-1

M A

E M

N E

R E

: C -1

E : C

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL NOTES.

2. THE CONTRACTOR LANDWARD WORK LIMIT IN ATLANTIC CITY AND

VENTNOR CITY FROM STATION 0+00 TO 243+80 CORRESPONDS TO A LINE

OFFSET 2' SEAWARD OF THE SEAWARD EDGE OF THE EXISTING

BOARDWALK. FROM STATION 243+80 IN VENTNOR CITY TO 429+33 IN

LONGPORT BOROUGH, THE CONTRACTOR LANDWARD WORK LIMIT IS

SHOWN ON THE PLANS AND COORDINATES ARE SHOWN ON C-002.

THE CONTRACTOR LANDWARD WORK LIMIT PROVIDED EXTENDS BEYOND

THE ACTUAL LIMITS OF REQUIRED WORK. ACCESS ONLY THOSE AREAS

NECESSARY TO COMPLETE SURVEYING AND CONSTRUCTION WORK.

THESE ABSOLUTE WORK LIMITS SHALL BE COORDINATED WITH THE COR

AT THE TIME OF WORK.

3. SEE SHEET C-303 FOR TYPICAL CROSSOVER SECTIONS. SEE SHEET C-401

FOR ENLARGED CROSSOVER PLANS. SEE SHEETS C-501 AND C-502 FOR

FENCE AND PLANTING DETAILS.

4. THE SEAWARD TOE OF THE EXISTING DUNE SHOWN IS THE TOE OF THE

FEDERAL DUNE TEMPLATE. DUE TO THE DYNAMIC NATURE OF THE

SHORELINE, THE ACTUAL TOE OF THE EXISTING DUNE MAY BE

ACCRETED SEAWARD OR ERODED LANDWARD. DO NOT DISTURB THE

EXISTING DUNES UNLESS WORK IS REQUIRED AS INDICATED ON THE

PLANS.

5. CROSSOVER REPAIR, SAND FENCE, AND DUNE GRASS QUANTITIES

SHOWN ARE ESTIMATES FROM OCTOBER 2023 SURVEYS AND DECEMBER

2023 SITE INSPECTIONS AND MAY CHANGE BASED ON DYNAMIC SITE

CONDITIONS.

6. AREAS REQUIRING DUNE PLANTINGS ARE APPROXIMATE AND SHALL BE

DETERMINED BY THE COR. ALL EXISTING VEGETATION DEEMED VIABLE

BY THE COR SHALL REMAIN. ANY EXISTING SAND FENCE ON THE DUNE

SHALL BE REMOVED AND DISPOSED OF AT THE DIRECTION OF THE COR.

7. MAINTAIN FLOW THROUGH ALL EXISTING OUTFALL STRUCTURES WITHIN

PROJECT LIMITS. DO NOT DAMAGE EXISTING OUTFALL DRAINAGE

FEATURES SHOWN ON THE DRAWINGS. DAMAGES CAUSED DURING

CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

8. PRE-CONDITION AND POST-CONDITION SURVEYS ARE REQUIRED AT ALL

PROFILE LINES REGARDLESS OF WHETHER BEACHFILL IS SHOWN AT THE

LOCATIONS ON THIS SHEET. SEE SHEET C-002 FOR SURVEY PROFILE

INFORMATION.

9. REMOVE EXISTING SAND FENCE IN AREAS OF DAMAGE OR AREAS WITH

NO EXISTING SAND FENCE AND INSTALL NEW SAND FENCE AS SHOWN

(SEE DETAIL 1/C-501). ADDITIONAL AREAS OF SAND FENCE REPLACEMENT

MAY BE DIRECTED BY THE COR.

NJV-143

196,000

192,000

6,0

2,0

0,0

NJV-226

NJV-227

NJV-229

NJV-144

NJV-145

NJV-564

NJV-565

4,0

00 NJV-392

N 195,953 E 520,761

N 195,048 E 518,925

N 191,311 E 519,765

N 195,533 E 521,432

N 195,324 E 519,368

N 192,890 E 520,084

N 192,715 E 519,853

N 194,223 E 525,183

NJV-1074

NJV-1070

NJV-1071

BUOY #4 FLASH

RED EBB TIDE

BUOY #3 FLASH

GREEN EBB TIDE

N 194,614 E 518,127

N 191,676 E 520,443

N 191,918 E 520,893

NJV-150

NJV-182

-20

-28

-26

-24

-22

-18

-16

-14

-12

-2

-20

-20-2 0-20

-2

-2 6-26

-2

-22

-2 2-22

-18

-1

-18

-20

-20-20-2

-20

-2

-28-28

-28

-26

-24

-22

-2

-22

-22-22-2 2-22

-22

-22 -2 2-2 2 -2

-2

-22

-1

-18-18-1

-1

-16

-1

ABSECON INLET CHANNEL

N 193,709 E 521,521

RADIUS=500 FT.

N 193,009 E 520,458

RADIUS=260 FT.

N 194,958 E 524,372

RADIUS=245 FT.

N 196,040 E 521,075

RADIUS=240 FT.

N 196,387 E 517,824

RADIUS=235 FT.

BORROW AREA A

NOT AVAILABLE

FOR USE

BORROW AREA B

ATLANTIC

CITY

NOTES:

1. THE SOUNDINGS DEPICTED ON THIS MAP REPRESENT THE RESULTS OF CLASS 1 SURVEYS

CONDUCTED IN JANUARY 2023 AND CAN ONLY BE CONSIDERED AS INDICATIVE OF THE

BATHYMETRY AS IT EXISTED AT THAT TIME.

2. HORIZONTAL REFERENCE - NAD 83, NEW JERSEY STATE PLANE, ZONE 2900, U.S. FOOT.

3. SOUNDINGS ARE EXPRESSED IN FEET & TENTHS AND REFER TO THE NORTH AMERICAN

VERTICAL DATUM 1988 (NAVD88).

4. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND

SHOULD NOT BE USED FOR NAVIGATION.

5. BORING LOGS FOR THE VIBRACORES SHOWN ON THIS PLAN CAN BE FOUND IN THE

SPECIFICATIONS.

6. DREDGING SHALL BEGIN WITHIN AREA A. ALL SAND RESOURCES SHALL BE REMOVED WITHIN

AREA A, DOWN TO THE CONTRACT DEPTH AS INDICATED IN THE TABLE BELOW, PRIOR TO

MOVING TO THE AREA B.

7. DREDGING SHALL BEGIN IN THE ABSECON INLET BORROW AREA, AND DREDGING IN THE

ABSECON INLET BORROW AREAS SHALL BE CONTINUOUS UNTIL ALL MATERIAL HAS BEEN

REMOVED TO THE SPECIFIED DEPTH FOR THAT BORROW AREA, OR UNTIL THE REQUIRED

QUANTITIES FOR THE ATLANTIC CITY BASE AND OPTIONS, IF AWARDED, ARE COMPLETED.

DREDGING IN BORROW AREA H MAY BE CONDUCTED AFTER COMPLETION OF DREDGING

OPERATIONS IN ABSECON INLET BORROW AREAS, OR CONCURRENTLY WITH DREDGING

OPERATIONS IN THE INLET BORROW AREA, AS APPROVED BY THE CONTRACTING OFFICER.

DREDGING EXCLUSION ZONE. DUE TO ARCHEOLOGICAL CONSTRAINTS

REGARDING SHIPWRECKS, THE NOTED AREAS SHALL NOT BE

DISTURBED IN ANY WAY BY THE CONTRACTOR DURING CONTRACT

RELATED OPERATIONS.

LEGEND:

BORROW AREA MAXIMUM DEPTH OF DREDGING ACTIVITIES

A B

ELEVATION IN FEET, NAVD88

-40.0 -35.0

VIBRACORE BORING LOCATION

NJV-#

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

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SHEET NUMBER

D W

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B Y:

PHILADELPHIA

C-403

, A

, N

C-

4 P

- A

.dw g

- 2 0 M

A D

/ T

1" =4

1 PLAN - ABSECON INLET BORROW AREAS1 PLAN - ABSECON INLET BORROW AREAS

VARIES

2" (TYP.) STEEL PIPE STRAP

HORIZONTAL TIMBER

BOTTOM CRIBBING VARIES

EXIST. PIPE DIA. VARIES

EXIST. TIMBER PILES 25' LONG

PILES @ 12' SPACING ± FOR

PIPES GREATER THAN 30" Ø

PILES @ 16' SPACING ± FOR

PIPES WITH DIA. LESS THAN 30"

4" (TYP)

5" (TYP)

4" (TYP)

3" (TYP.)

C-503

17" (TYP.)

4" 3"

3" NOTCH CUT

(TYP, SEE NOTE 6)

3" (TYP.)

4" (TYP.)

10" (TYP.)

8" x 12" TIMBER STRUT

10" x 18" TOP

TIMBER

CRIBBING

TYP BOTH

SIDES DIP

10" x 18" BOTTOM TIMBER

CRIBBING TYP BOTH SIDES

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE &

MIN 50' INSTALLED LENGTH

1" Ø HOT DIPPED GALV

THRU BOLTS, LOCK

NUTS & OGEE

WASHERS (TYP)

8" x 12" SIDE CRIB (TYP)

1" Ø HOT DIPPED GALV

THRU BOLTS, LOCK

NUTS & OGEE

WASHERS (TYP)

4" (TYP)

5" (TYP)

4" (TYP)

3" 4"

5" 5"

4" (TYP)

5" (TYP)

4" (TYP)

5" (TYP)

4" (TYP)

2" (TYP)

VARIES

BEACHFILL

TEMPLATE

17"

C-503

4" NOTCH CUT

(TYP, SEE NOTE 6)

3" NOTCH CUT

(TYP, SEE NOTE 6)

3" NOTCH CUT

(TYP, SEE NOTE 6)

5.5" (TYP)

5" (TYP)

5.5" (TYP)

3" (TYP)

5" (TYP)

4" (TYP)

5" (TYP)

4" (TYP)

5" (TYP)

3" (TYP)

10" x 18" TOP

TIMBER CRIBBING

TYP BOTH SIDES

8" x 12" TIMBER

STRUT (TYP)

(SEE NOTE 8)

12" x 16" TIMBER BRACE (TYP.)

1"Ø HOT DIPPED GALV THRU

BOLTS, LOCK NUTS & OGEE

WASHERS (TYP)

DIP

10" x 18" BOTTOM TIMBER

CRIBBING TYP. BOTH SIDES

1" Ø HOT DIPPED GALV THRU

BOLTS, LOCK NUTS & OGEE

WASHERS (TYP)

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE & MIN

50' INSTALLED LENGTH

8" x 12" SIDE

CRIB (TYP)

12" WIDE TIMBER SHIM (FIELD

CUT TO FIT PILE BATTER (TYP)

(SEE NOTE 7)

1"Ø HOT DIPPED GALV THRU

BOLTS, OGEE WASHER &

SQUARE BEVELED WASHER

AND LOCK NUT

TIMBER BRACE SHALL BE

CUT TO MEET FLUSH WITH

TOP TIMBER CRIBBING (TYP)

1" (TYP)

4" (TYP)

5" (TYP)

3" (TYP) 3" (TYP)

5" (TYP)

4" (TYP)

SEE NOTE 5

℄ DIP

10" x 18" TOP

TIMBER CRIBBING

TYP BOTH SIDES

PIPE JOINT 16" x 12" x LENGTH = Ø PILE TIMBER

SPACER BLOCK (TOP & BOTTOM)

8" x 12" SIDE CRIB (TYP)

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE &

MIN 50' INSTALLED LENGTH

1" Ø HOT DIPPED GALV

THRU BOLTS, LOCK NUTS

& OGEE WASHERS (TYP)

8" x 12" TIMBER

STRUT (TYP)

(SEE NOTE 8)

℄ DIP

NTS

PLAN B-B

OCEAN

24"

8" x 12" TIMBER STRUT (TYP)

(SEE NOTE 8)

DIP MECHANICAL JOINT

RESTRAINT, WEDGE TYPE

10" x 18" TOP

TIMBER CRIBBING

TYP BOTH SIDES

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE & MIN

50' INSTALLED LENGTH

12" x 16" TIMBER BRACE (TYP.)

8" x 12" SIDE CRIB (TYP)

16" x 12" x LENGTH = Ø PILE TIMBER

SPACER BLOCK (TOP & BOTTOM)

1" Ø HOT DIPPED GALV THRU

BOLTS, LOCK NUTS & OGEE

WASHERS (TYP)

3" (TYP)

4" (TYP)

8" x 12" TIMBER STRUT

1"Ø HOT DIPPED GALV THRU

BOLTS, OGEE WASHERS AND

SQUARE BEVELED WASHER

AND NUTS (TYP)

10" x 18" TOP

TIMBER CRIBBING

TOP OF PROPOSED

OUTFALL PIPE

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE &

MIN 50' INSTALLED LENGTH

7.5' ± 7.5' ± 7.5' ±

OCEAN

2.5' MIN.

EXISTING END

PILE BENT

STRUT SPLICE

PLATE (TYP,

TOP AND BOT.)

SEAWARD

END OF DIP

PIPE

DIP MECHANICAL JOINT

RESTRAINT, WEDGE TYPE

(SEE NOTE 12)

PROPOSED TIMBER

PILE BENT (TYP)

STRUT SPLICE

(BUTT END)

TIMBER

STRUT

REMOVE EXISTING

PILE BENT AND

CONSTRUCT PROPOSED

PILE BENT (SEE NOTE 13)

DIP MECHANICAL JOINT

RESTRAINT, WEDGE TYPE

(SEE NOTE 12)

10"x18" (TYP.)

ADD SHIM IN FIELD

(IF REQUIRED)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

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B Y:

-IF

- 2 0 M

C-

3 D

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ILS

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C-503

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

2. ALL NEW PILES SHALL BE MIN CIRCUMFERENCE OF 50.3" AND MIN 50' INSTALLED LENGTH

3. ALL DIP PIPE DIAMETERS REFER TO INNER PIPE DIMENSIONS.

4. LENGTH OF ALL BOLTS SHALL BE SIZED SUCH THAT NO MORE THAN 1" OF BOLT PROTRUDES BEYOND NUTS. SEE

SPECIFICATIONS FOR ADDITIONAL DETAILS.

5. THE NEW PILES SHALL BE SPACED TO ENSURE THAT THE PIPE JOINTS ARE LOCATED WITHIN THE PILE BENT SYSTEM. THE O.D.

OF THE PIPE BELL SHALL BE PLACED IN CONTACT WITH THE SEAWARD MOST TIMBER CRIBBING MEMBERS OF EACH PILE

BENT.

6. CUT NOTCH TO FIT EXACT CIRCUMFERENCE OF PIPE (SEE CONTRACT SPECIFICATIONS).

7. THE THICKNESS OF THE SHIM AT THE THINNEST END SHALL NOT BE LESS THAN 1".

8. THE TIMBER STRUTS SHALL BE SPLICED BETWEEN PILE BENTS. THE MINIMUM DISTANCE OF SPLICE SHALL BE 2.5' FROM THE

O.D. OF THE PILE. SEE SPECIFICATIONS FOR STRUT SPLICE REQUIREMENTS.

9. ALL THE TIMBER DIMENSIONS SHOWN ARE ROUGH CUT AND TIMBERS SHALL BE PROVIDED TO MATCH THE ROUGH CUT

DIMENSIONS.

10. ALL BOLTS SHALL HAVE LOCK NUTS INSTALLED.

11. MAINTAIN FLOW THROUGH ALL EXISTING OUTFALL STRUCTURES WITHIN PROJECT LIMITS FOR THE ENTIRE CONTRACT DURATION. THIS INCLUDES, BUT IS NOT LIMITED TO, PERIODICALLY EXCAVATING OUTFALL DISCHARGES THAT BECOME COVERED WITH FILL. DO NOT DAMAGE EXISTING OUTFALL DRAINAGE FEATURES SHOWN ON THE DRAWINGS. DAMAGES CAUSED DURING CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

12. THE DIP MECHANICAL JOINT RESTRAINT (WEDGE TYPE) SHALL BE INSTALLED ON THE LANDWARD SIDE OF BOTH THE SEAWARD MOST PIPE SUPPORT STRUCTURE AND LANDWARD MOST PIPE SUPPORT STRUCTURE CONSTRUCTED FOR EACH

OUTFALL.

13. REMOVE THE SEAWARD MOST EXISTING PILE BENT AND BEGIN NEW PIPE SUPPORT SYSTEM AT THIS LOCATION, UNLESS

OTHERWISE DIRECTED BY THE COR.

14. THE SEAWARD MOST PILES SHALL EXTEND VERTICALLY A MINIMUM OF TWO (2) FEET ABOVE MEAN HIGH WATER.

15. BOLT HOLES SHALL BE A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. OVER-SIZING/OVER-DRILLING FOR JOINT

FITMENT IS NOT PERMITTED.

NTS7 DETAIL - EX. OUTFALL & SUPPORT REMOVAL7 DETAIL - EX. OUTFALL & SUPPORT REMOVAL

1 DETAIL - 30 INCH DIA. PIPE SUPPORT SYSTEM (TYPE A)1 DETAIL - 30 INCH DIA. PIPE SUPPORT SYSTEM (TYPE A) 2 DETAIL-48 INCH DIA. PIPE SUPPORT SYSTEM (TYPE B)2 DETAIL-48 INCH DIA. PIPE SUPPORT SYSTEM (TYPE B)

3 SECTION3 SECTION 4 SECTION4 SECTION

5 SECTION5 SECTION 6 PLAN-OUTFALL EXTENSION AND TIMBER STRUT 48 INCHES6 PLAN-OUTFALL EXTENSION AND TIMBER STRUT 48 INCHES

4" (TYP)

5" (TYP)

4" (TYP)

3" (TYP)

4" (TYP)

5" (TYP)

4" (TYP)

C-503

C-50317"

5" 3" 5"

4" 5" 3"5"

4" 3"

3" NOTCH

CUT (TYP,

SEE NOTE 6)

3" NOTCH CUT

(TYP, SEE NOTE 6)

4" NOTCH

CUT (TYP,

SEE NOTE 6)

8" (TYP)

8" x 12"

TIMBER STRUT

10" x 18" TOP

AND BOTTOM

TIMBER CRIBBING

TYP BOTH SIDES

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE &

MIN 50' INSTALLED LENGTH

1" Ø HOT DIPPED GALV THRU

BOLTS, LOCK NUTS & OGEE

WASHERS (TYP)

8" x 12" SIDE CRIB (TYP)

1" Ø HOT DIPPED

GALV THRU BOLTS,

LOCK NUTS & OGEE

WASHERS (TYP)

DIP 4" (TYP)

5" (TYP)

4" (TYP)

5" (TYP)

4" (TYP)

VARIES

BEACHFILL

TEMPLATE

17" (TYP)

C-503

4" NOTCH CUT

(TYP, SEE NOTE 6)

3" NOTCH CUT

(TYP, SEE NOTE 6)

3" NOTCH CUT

(TYP, SEE NOTE 6)

1" (TYP)

5" (TYP)

2" (TYP)

10" x 18" TOP

TIMBER CRIBBING

TYP BOTH SIDES

8" x 12" TIMBER STRUT

(TYP) (SEE NOTE 8)

12" x 16" TIMBER BRACE (TYP)

1"Ø HOT DIPPED GALV THRU

BOLTS, LOCK NUTS & OGEE

WASHERS (TYP)

10" x 18" BOTTOM TIMBER

CRIBBING TYP. BOTH SIDES

1" Ø HOT DIPPED GALV THRU

BOLTS, LOCK NUTS & OGEE

WASHERS (TYP)

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE & MIN

50' INSTALLED LENGTH

8" x 12" SIDE

CRIB (TYP)

12" WIDE TIMBER SHIM (FIELD

CUT TO FIT PILE BATTER (TYP)

(SEE NOTE 7)

1"Ø HOT DIPPED GALV THRU

BOLTS, OGEE WASHER &

SQUARE BEVELED WASHER

AND LOCK NUT

TIMBER BRACE SHALL BE

CUT TO MEET FLUSH WITH

TOP TIMBER CRIBBING (TYP)

DIP

5.5" (TYP)

5" (TYP)

5.5" (TYP)

3" (TYP)

5" (TYP)

4" (TYP) 4" (TYP)

5" (TYP)

3" (TYP)

8" (TYP)

4" (TYP)

5" (TYP)

3" (TYP)4" (TYP)

5" (TYP)

3" (TYP)

SEE NOTE 5

℄ DIP

10" x 18" TOP

TIMBER CRIBBING

TYP BOTH SIDES

PIPE JOINT

16" x 12" x LENGTH = Ø PILE TIMBER

SPACER BLOCK (TOP & BOTTOM)

8" x 12" SIDE CRIB (TYP)

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE &

MIN 50' INSTALLED LENGTH

1" Ø HOT DIPPED GALV

THRU BOLTS, LOCK NUTS

& OGEE WASHERS (TYP)

8" x 12" TIMBER

STRUT (TYP)

(SEE NOTE 8)

℄ DIP

OCEAN

24" (TYP)

8" x 12" TIMBER STRUT (TYP)

(SEE NOTE 8)

DIP MECHANICAL JOINT

RESTRAINT, WEDGE TYPE

10" x 18" TOP

TIMBER CRIBBING

TYP BOTH SIDES

12" x 16" TIMBER BRACE (TYP.)

8" x 12" SIDE CRIB (TYP)

1" Ø HOT DIPPED GALV THRU

BOLTS, LOCK NUTS & OGEE

WASHERS (TYP)

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE & MIN

50' INSTALLED LENGTH

16" x 12" x LENGTH = Ø PILE TIMBER

SPACER BLOCK (TOP & BOTTOM)

3" (TYP)

4" (TYP)

8" x 12" TIMBER STRUT

1"Ø HOT DIPPED GALV THRU

BOLTS, OGEE WASHERS AND

SQUARE BEVELED WASHER

AND NUTS (TYP)

10" x 18" TOP

TIMBER CRIBBING

TOP OF PROPOSED

OUTFALL PIPE

TIMBER PILE (TYP) - MIN

50.3" CIRCUMFERENCE &

MIN 50' INSTALLED LENGTH

10' ±

OCEAN 2.5' MIN.

EXISTING END

PILE BENT

STRUT SPLICE

PLATE (TYP,

TOP AND BOT.)

SEAWARD

END OF DIP

PIPE

DIP MECHANICAL JOINT

RESTRAINT, WEDGE TYPE

(SEE NOTE 12)

ADD SHIM IN FIELD

(IF REQUIRED)

PROPOSED TIMBER

PILE BENT (TYP)

STRUT SPLICE

(BUTT END)

TIMBER

STRUT

REMOVE EXISTING

PILE BENT AND

CONSTRUCT PROPOSED

PILE BENT (SEE NOTE 13)

DIP MECHANICAL JOINT

RESTRAINT, WEDGE TYPE

(SEE NOTE 12)

10"x18" (TYP.)

10' ± 10' ±

(TYP)

TYTON FITTINGS - THICKNESS AND DIMENSIONS

350 1.03 1.03 21.0 25.0

DIMENSIONS-IN.

T T1 H JPSI

RATING

PRESSURE

30 30

SIZE-IN.

RUN BRANCH

1T T

TYPE B PIPE

SUPPORT (TYP)

℄ TEE

C D.I.P.L

(TYP)

PLAN

A A

SECTION A-A

CONSTRUCT AS PER

TYPE "A" PIPE

SUPPORT (SEE

DETAIL 1/C-504).

CONSTRUCT 1 SIDE

OF CRIB SUPPORTS

ONLY

1"Ø HOT DIPPED GALV THRU

BOLTS, LOCK NUTS & WASHERS

(TYP) (SEE NOTE 10)

EXTEND LAST 2 PILES 2' ABOVE MHW

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-IF

- 2 0 M

C-

4 D

dw g

ILS

, A

, N

C-504

PHILADELPHIA

1 DETAIL-30 IN. DIA. PIPE SUPPORT SYSTEM (TYPE A)1 DETAIL-30 IN. DIA. PIPE SUPPORT SYSTEM (TYPE A)

2 DETAIL-30 IN. DIA. PIPE SUPPORT SYSTEM (TYPE B)2 DETAIL-30 IN. DIA. PIPE SUPPORT SYSTEM (TYPE B)

3 SECTION3 SECTION 4 SECTION4 SECTION

5 SECTION5 SECTION 6 PLAN-OUTFALL EXTENSION AND TIMBER STRUT 30 INCHES6 PLAN-OUTFALL EXTENSION AND TIMBER STRUT 30 INCHES

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

2. ALL NEW PILES SHALL BE MIN CIRCUMFERENCE OF 50.3" AND MIN 50' INSTALLED LENGTH

3. ALL DIP PIPE DIAMETERS REFER TO INNER PIPE DIMENSIONS.

4. LENGTH OF ALL BOLTS SHALL BE SIZED SUCH THAT NO MORE THAN 1" OF BOLT PROTRUDES BEYOND NUTS. SEE

SPECIFICATIONS FOR ADDITIONAL DETAILS.

5. THE NEW PILES SHALL BE SPACED TO ENSURE THAT THE PIPE JOINTS ARE LOCATED WITHIN THE PILE BENT SYSTEM. THE O.D.

OF THE PIPE BELL SHALL BE PLACED IN CONTACT WITH THE SEAWARD MOST TIMBER CRIBBING MEMBERS OF EACH PILE

BENT.

6. CUT NOTCH TO FIT EXACT CIRCUMFERENCE OF PIPE (SEE CONTRACT SPECIFICATIONS).

7. THE THICKNESS OF THE SHIM AT THE THINNEST END SHALL NOT BE LESS THAN 1".

8. THE TIMBER STRUTS SHALL BE SPLICED BETWEEN PILE BENTS. THE MINIMUM DISTANCE OF SPLICE SHALL BE 2.5' FROM THE

O.D. OF THE PILE. SEE SPECIFICATIONS FOR STRUT SPLICE REQUIREMENTS.

9. ALL THE TIMBER DIMENSIONS SHOWN ARE ROUGH CUT AND TIMBERS SHALL BE PROVIDED TO MATCH THE ROUGH CUT

DIMENSIONS.

10. ALL BOLTS SHALL HAVE LOCK NUTS INSTALLED.

GOVERNMENT.

OUTFALL.

13. REMOVE THE SEAWARD MOST EXISTING PILE BENT AND BEGIN NEW PIPE SUPPORT SYSTEM AT THIS LOCATION, UNLESS

OTHERWISE DIRECTED BY THE COR.

14. THE SEAWARD MOST PILES SHALL EXTEND VERTICALLY A MINIMUM OF TWO (2) FEET ABOVE MEAN HIGH WATER.

15. BOLT HOLES SHALL BE A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. OVER-SIZING/OVER-DRILLING FOR JOINT

FITMENT IS NOT PERMITTED.

7 PLAN - TEE SUPPORT

Sheets and Views

C-106 PLAN - STA. 89+63 TO STA. 121+42

C-403 PLAN - ABSECON INLET BORROW AREAS

C-503 DETAILS - 48 INCH OUTFALLS

C-504 DETAILS - 30 INCH OUTFALLS

File details come from the government source that posted it. Updated Aug 2, 2024.