W912BU24B0008-AM0001-Dwgs.pdf

PDF 10 MB Posted Jul 23, 2024

Attached to: W912BU24B0008 - Absecon Island Periodic Beach Nourishment
Solicitation number: W912BU24B0008
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Jul 23, 2024

This document appears to be an amendment to a solicitation for a beach nourishment project on Absecon Island, New Jersey. The solicitation number is W912BU24B0008, and the project is titled "Absecon Island Periodic Beach Nourishment". The project is being conducted by the Department of the Army Corps of Engineers, Philadelphia District.

The key details are:

This is an invitation for bids for a beach nourishment project on Absecon Island, Atlantic County, New Jersey.
The solicitation requires bidders to complete the Representation and Certifications portion of Section 00 45 00.
All questions must be received by July 19, 2024, and no responses will be provided to requests received after that date.
There will not be a government-conducted site visit, but prospective bidders are encouraged to visit the site at their convenience.

View the file

Other files

File	Type	Posted
w912bu24b0008 Amend 0003.pdf	PDF	Aug 6, 2024
W912BU24B0008-AM0003-Dwgs.pdf	PDF	Aug 6, 2024
AM0002_Absecon IFB FY24.pdf	PDF	Jul 29, 2024
W912BU24B0008-AM0002-Specs.pdf	PDF	Jul 29, 2024
W912BU24B0008-AM0001-Specs.pdf	PDF	Jul 23, 2024
AbseconInlet_BorrowH_2023_9column.txt	TXT text file	Jul 3, 2024
W912BU24B0008-Specs.pdf	PDF	Jul 3, 2024
W912BU24B0008-Dwgs.pdf	PDF	Jul 3, 2024
AbseconInlet_Grid_2023_9column.txt	TXT text file	Jul 3, 2024

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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:

-DA

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G-002

PHILADELPHIA

DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-002 CWL AND PROFILE ORIGIN POINTS

C-101 GENERAL PLAN - ATLANTIC CITY TO VENTNOR CITY

C-102 GENERAL PLAN - VENTNOR CITY TO LONGPORT

C-103 PLAN - STA. 0+00 TO STA. 26+28

C-104 PLAN - STA. 26+28 TO STA. 57+57

C-105 PLAN - STA. 57+57 TO STA. 89+63

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

C-107 PLAN - STA. 121+42 TO STA. 152+70

C-108 PLAN - STA. 152+70 TO STA. 183+90

C-109 PLAN - STA. 183+90 TO STA. 215+10

C-110 PLAN - STA. 215+10 TO STA. 246+30

C-111 PLAN - STA. 246+30 TO STA. 277+60

C-112 PLAN - STA. 277+60 TO STA. 308+95

C-113 PLAN - STA. 308+95 TO STA. 340+19

C-114 PLAN - STA. 340+19 TO STA. 371+63

C-115 PLAN - STA. 371+63 TO STA. 403+57

C-116 PLAN - STA. 403+57 TO STA. 429+33

C-301 TYPICAL SECTIONS - BEACHFILL

C-302 TYPICAL SECTIONS - DUNE

C-303 TYPICAL SECTIONS - CROSSOVER

C-304 CROSS SECTIONS - STA. 2+50 TO STA. 29+00

C-305 CROSS SECTIONS - STA. 34+00 TO STA. 65+00

C-306 CROSS SECTIONS - STA. 70+00 TO STA. 120+00

C-307 CROSS SECTIONS - STA. 130+00 TO STA. 200+00

C-308 CROSS SECTIONS - STA. 210+00 TO STA. 284+00

C-309 CROSS SECTIONS - STA. 290+00 TO STA. 360+00

C-310 CROSS SECTIONS - STA. 370+00 TO STA. 426+00

C-311 PROFILES - OUTFALL - STA. 28+44

C-312 PROFILES - OUTFALL - STA. 40+16

C-313 PROFILES - OUTFALL - STA. 311+65 AND 328+14

C-401 PLAN - ENLARGED CROSSOVER

C-402 PLAN - BORROW AREA H AND PIPE RESTRICTION ZONE

C-403 PLAN - ABSECON INLET BORROW AREAS

C-501 DETAILS - FENCE AND GRASS

C-502 DETAILS - FENCE

C-503 DETAILS - 48 INCH OUTFALLS

C-504 DETAILS - 30 INCH OUTFALLS

VENTNOR CITY

MARGATE CITY

LONGPORT BOROUGH

ATLANTIC OCEAN

SEE SHEET C-110SEE SHEET C-111SEE SHEET C-112SEE SHEET C-113SEE SHEET

C-114SEE SHEET C-115

SURVEY AND CONSTR.

FILL AREA 2

LIMIT OF WORK

SEE SHEET C-116

D A

AVENUE

PACIFIC

AVENUE

ATLANTIC

POINT AVENUE

ATLANTIC

BEACH TERRACE

UE AV

VENTNOR

ATLANTIC

TH 35

TH 36

GE MO

AVENUE

X A

ATLANTIC

AVE.SALEM

.AV

UE AV

PACIFIC

AVENUE

ATLANTIC

UE AV

ON QU

D A

E A

X A

AVENUE

N A

AVENUE

ATLANTIC

ILA

W H

K A

AVENUE

ATLANTIC

BOARDWALK

GROIN

EXISTING STONE GROIN

OPTIONS 23, 24, AND 25

OPTIONS 26, 27, AND 28

OPTIONS 35, 36, AND 37

230+00240+00250+00260+00270+00280+00290+00300+00 310+00320+00330+00340+00350+00

360+00 370+00

380+00

390+00

400+00

410+00

420+00

429+32.90

CONTRACTOR ACCESS

CONTRACTOR ACCESS (ONLY IF OPTIONS

35 THROUGH 37 ARE AWARDED)

CONTRACTOR ACCESS (ONLY IF

OPTIONS 35 THROUGH 37 ARE

AWARDED)

CONTRACTOR ACCESS (ONLY IF OPTIONS

26 THROUGH 28 ARE AWARDED)

STA. 354+50

STA. 429+33

MHW

MHW MHW

MHW

MHW MHW MHW MHW MHW MHW MHW MHW MHW

MLW

MLW MLW MLW MLW

MLW MLW MLW

OPTION 33:

OUTFALL

REPAIR

OPTION 34:

OUTFALL

REPAIR

M A

E M

N E

R E

: C -1

E : C

-1

NOTES:

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

2. SEE SHEET C-002 FOR CONTRACTOR WORK LIMIT AND SURVEY PROFILE ORIGIN POINTS.

3. SEE SHEETS C-402 AND C-403 FOR DETAILS REGARDING DREDGING OF OFFSHORE BORROW

AREAS SHOWN.

1 GENERAL PLAN - VENTNOR CITY TO LONGPORT1 GENERAL PLAN - VENTNOR CITY TO LONGPORT

2 3

4 5

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®US Army Corps of Engineers

DISTRICT

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C-102

PHILADELPHIA

STA. 310+00

61.35' LT

STA. 319+98

88.52' LT

STA. 330+00

6.38' LT

CONTRACTOR WORK

LIMIT (SEE NOTE 2)

STA. 320+21

89.10' LT

MARGATE CITY

EXISTING PEDESTRIAN

CROSSOVER (TYP)

EXISTING ADA

ACCESSIBLE

CROSSOVER (TYP)

SURVEY AND CONSTR. (TYP)

SEAWARD TOE OF

EXISTING DUNE (TYP)

EXISTING DUNE

CENTERLINE (TYP)

STA. 311+65

N 178265.59 E 491396.72

· EXIST 48"Ø DIP OUTFALL

· EXIST INV EL -2.51

· OPTION 33: DEMOLISH

AND REMOVE TWO

PILE BENTS AND 1-20' L

PIPE SECTION ON

SEAWARD END OF

OUTFALL

(SEE NOTE 10)

EXISTING DUNE

CENTERLINE (TYP)

SURVEY AND CONSTR. (TYP)

EXISTING BURIED DRAINAGE

PIPES AND MANHOLES (TYP.)

EXISTING BURIED DRAINAGE

PIPES AND MANHOLES (TYP.)

ATLANTIC OCEAN

UE AVENUE

ATLANTIC

UE AV

ON QU

GROIN

LANDWARD TOE OF

EXISTING DUNE (TYP)

CONTRACTOR ACCESS

(ONLY IF OPTIONS 26

THROUGH 28 ARE AWARDED)

STA. 340+00

54.97' LT

MHW

MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW

MLW

MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW

309+00310+00311+00312+00313+00314+00315+00316+00317+00318+00319+00320+00321+00322+00323+00324+00325+00326+00327+00328+00329+00330+00331+00332+00333+00334+00335+00336+00337+00338+00339+00340+00

DUNE PLANTING FOR WIND

BLOWN AREA (TYP)

(SEE SHEET 4/C-501)

RECONSTRUCT DUNE (TYP)

(SEE NOTE 9)

DUNE PLANTING AREA (TYP.)

(SEE SHEET C-501)

606162

83848586

929394

101102

STA. 328+14

N 177316.40 E 490026.51

· EXIST 48"Ø DIP OUTFALL

· EXIST INV EL -2.76

· OPTION 34: DEMOLISH AND

REMOVE PILE BENTS 1

THROUGH 4 ON SEAWARD

END OF OUTFALL. REMOVE

2-20' L PIPE SECTIONS.

REPLACE SOUTH VERTICAL

CRIB MEMBER ON BENT 5

USING OGEE WASHERS

(SEE NOTE 10)

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

327+80 to 330+00 186 - - 8439 8467 - OPTION

330+00 to 331+80 149 188 1607 4863 6915 351 BASE

331+80 to 334+10 259 209 6412 2711 8340 1170 BASE

334+10 to 336+20 165 191 2196 5069 7647 96 BASE

336+20 to 338+40 213 197 - 8452 8051 150 BASE

338+60 to 340+20 159 - - 6374 5541 - OPTION

2 3

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®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

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; A

-IF

- 2 0 M

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C-113

PHILADELPHIA

1 PLAN - STA. 308+95 TO STA. 340+191 PLAN - STA. 308+95 TO STA. 340+19

KEY PLAN

NTS

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 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. 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. DUNE RECONSTRUCTION AREAS SHOWN ARE BASED ON SURVEYS

CONDUCTED IN OCTOBER 2023 AND SITE INSPECTIONS CONDUCTED IN

DECEMBER 2023. THE LIMITS SHOWN MAY BE ADJUSTED BY THE

GOVERNMENT, BASED ON RESULTS OF PRE-CONDITION SURVEYS. ALL

DUNE RECONSTRUCTION AREAS INCLUDE SAND FENCE AND DUNE

GRASS PLANTINGS.

10. FOR OUTFALL OPTIONS, SEE SHEET C-314 FOR PROFILE AND C-503 FOR

DETAILS.

a a

STA. 410+00

53.74' LT

STA. 420+00

51.35' LT

STA. 429+33

21.68' LT

CONTRACTOR WORK

LIMIT (SEE NOTE 2)

CONTRACTOR ACCESS

(ONLY IF OPTIONS 35 THROUGH

37 ARE AWARDED) (SEE NOTE 5)

CONTRACTOR ACCESS (ONLY

IF OPTIONS 35 THROUGH 37

ARE AWARDED)

LONGPORT BOROUGH

EXISTING PEDESTRIAN

CROSSOVER (TYP)

EXISTING DUNE

CENTERLINE (TYP)

EXISTING ADA ACCESSIBLE

CROSSOVER (TYP)

ATLANTIC OCEAN

AVENUE

POINT AVENUE

ATLANTIC

BEACH TERRACE

EXISTING STONE GROIN

SEAWARD TOE OF

EXISTING DUNE (TYP)

LANDWARD TOE OF

EXISTING DUNE (TYP)

STA. 426+00

22.97' LT

DUNE PLANTING AREA (TYP)

(SEE SHEET C-501)

EXISTING VEHICULAR

CROSSOVER (TYP)

MHW MHW MHW

MHW

MLW

VEHICULAR CROSSOVER

(TYP) (SEE DETAIL 5/C-401)

429+32.90

404+00 405+00

406+00 407+00

408+00 409+00

410+00

411+00

412+00

413+00

414+00

415+00

416+00

417+00

418+00

419+00

420+00

421+00

422+00

423+00

424+00

425+00

426+00 427+00

428+00 429+00

RECONSTRUCT DUNE (TYP)

(SEE NOTE 6)

147148

155156

QUANTITIES - CROSSOVER REPAIRS

LOCATION CROSSOVER

TYPE

I5 MATERIAL

(SF)

SPLIT RAIL

FENCE REPAIR

(LF)

POST AND RAIL

FENCE REPAIR

(LF)

BASE/

OPTION

16TH AVENUE (STA. 413+75) VEHICLE 3094 223 0 BASE

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

413+80 to 414+20 - - - 1405 - 297 BASE

422+67 to 425+59 279 - - 11376 11529 - OPTION

425+66 to 428+61 271 - - 11003 9921 - OPTION

1 PLAN - STA. 403+57 TO STA. 429+331 PLAN - STA. 403+57 TO STA. 429+33

KEY PLAN

NTS

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:

1" =1

/ T

P H

D E

L 2

-IF

- 2 0 M

C-

6 P

- S

. 4

7 T O

.dw g

T O

, A

, N

C-116

PHILADELPHIA

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. 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.

4. 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.

5. THE CONTRACTOR ACCESS AT 11TH AVENUE SHALL BE USED FOR LIGHT

EQUIPMENT AND VEHICLES ONLY. NO HEAVY EQUIPMENT SHALL ACCESS

THE BEACH AT THIS LOCATION.

6. DUNE RECONSTRUCTION AREAS SHOWN ARE BASED ON SURVEYS

CONDUCTED IN OCTOBER 2023 AND SITE INSPECTIONS CONDUCTED IN

DECEMBER 2023. THE LIMITS SHOWN MAY BE ADJUSTED BY THE

GOVERNMENT, BASED ON RESULTS OF PRE-CONDITION SURVEYS. ALL

DUNE RECONSTRUCTION AREAS INCLUDE SAND FENCE AND DUNE

GRASS PLANTINGS.

7. 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.

8. AREAS REQUIRING DUNE GRASS 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.

-5-5

-10-10

-15-15

-20-20 110010009008007006005004003002001000

-5-5

-10-10

-15-15

-20-20 1200110010009008007006005004003002001000

-5-5

-10-10

-15-15

-20-20 1200110010009008007006005004003002001000

-5-5

-10-10

-15-15

-20-20 1200110010009008007006005004003002001000

-5

-10

-15

-20 1200110010009008007006005004003002001000

-5-5

-10-10

-15-15

-20-20 110010009008007006005004003002001000

T (N

DISTANCE FROM BASELINE (FEET)

T (N

DISTANCE FROM BASELINE (FEET)

T (N

DISTANCE FROM BASELINE (FEET)

T (N

DISTANCE FROM BASELINE (FEET)

T (N

-100

-5

-10

-15

-20

T (N

-100

-100 1200

STA. 290+00

STA. 300+00

STA. 310+00

STA. 340+00

STA. 330+00

STA. 320+00

20 20

-5-5

-10-10

-15-15

-20-20 1200110010009008007006005004003002001000

-5-5

-10-10

-15-15

-20-20 110010009008007006005004003002001000

DISTANCE FROM BASELINE (FEET)

T (N

DISTANCE FROM BASELINE (FEET)

T (N

-100

-100 1200

STA. 360+00

STA. 350+00

STA. 362+51

· EXIST 10"Ø DIP OUTFALL

· EXIST INV EL -1.21

STA. 350+64

· EXIST 12"Ø DIP OUTFALL

· EXIST INV EL -0.97

EXISTING BEACH

CROSS SECTION (TYP)

NOTES:

1. ALL CROSS SECTIONS ARE TAKEN ALONG THE PRE/POST

PLACEMENT CONDITION PROFILE LINES, SEE SHEET C-002

FOR ORIGIN POINTS AND AZIMUTHS. THE CROSS

SECTIONS ARE SHOWN LOOKING BACK STATION ALONG

THE SURVEY AND CONSTRUCTION BASELINE. SURVEY ALL

PRE/POST PLACEMENT CONDITION PROFILE LINES.

2. SEE SHEET C-001 FOR GENERAL NOTES.

3. SEE SHEETS C-301 TO C-303 FOR TYPICAL SECTIONS.

4. MAINTAIN FLOW THROUGH ALL EXISTING OUTFALL

STRUCTURES WITHIN LIMITS OF FILL.

5. EXISTING OUTFALL SUPPORTS AND PILES ARE NOT

SHOWN FOR CLARITY.

MHW EL +1.57 (TYP)

MLW EL -2.44 (TYP)

STA. 311+65

· EXIST 48"Ø DIP OUTFALL

· EXIST INV EL -2.51

· FOR OUTFALL OPTIONS SEE SHEET C-313 FOR PROFILE

AND C-503 FOR DETAILS

STA. 328+14

· EXIST 48"Ø DIP OUTFALL

· EXIST INV EL -2.76

· FOR OUTFALL OPTIONS SEE SHEET C-313 FOR PROFILE

AND C-503 FOR DETAILS

SCALE IN FEET

100 0 100 200H

10 0 10 20V

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

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PHILADELPHIA

-5-5

-10-10

-15-15

-20-20

120011001000900800700600500400300200100

DISTANCE FROM BASELINE (FEET)

T (N

OPTION 33: DEMOLISH AND REMOVE

SEAWARD BENTS 1 AND 2. REMOVE 1-20'

SECTION OF 48"Ø DIP. (APPROX. EXIST.

INV EL -2.51')

MHW EL +1.57

MLW EL -2.44

EXIST BEACH

CROSS SECTIONS

EXIST. PIPE BENT (TYP.)

(SEE NOTE 1)

BENT 1

-5-5

-10-10

-15-15

-20-20

1200110010009008007006005004003002001000

MHW EL +1.57

MLW EL -2.44

DISTANCE FROM BASELINE (FEET)

T (N

OPTION 34: DEMOLISH AND REMOVE

SEAWARD BENTS 1 THROUGH 4. REMOVE

2-20' L PIPE SECTIONS

EXIST BEACH

CROSS SECTIONS

EXIST. PIPE BENT (TYP.)

(SEE NOTE 1)

OPTION 34: REPLACE SOUTH

VERTICAL CRIB MEMBER ON

EXISTING BENT 5 USING OGEE

WASHERS

BENT 1

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

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SHEET NUMBER

D W

N B

B Y:

-DA

-IF

L 2

C-

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C-313

PHILADELPHIA

1 PROFILE - OUTFALL DEMOLITION- STA. 311+65 (NASSAU AVE)1 PROFILE - OUTFALL DEMOLITION- STA. 311+65 (NASSAU AVE)

2 PROFILE - OUTFALL DEMO AND REPAIR- STA. 328+14 (VENDOME AVE)2 PROFILE - OUTFALL DEMO AND REPAIR- STA. 328+14 (VENDOME AVE)

File details come from the government source that posted it. Updated Jul 23, 2024.