W912BU24B0018-Dwgs.pdf

PDF 5 MB Posted Aug 16, 2024

Attached to: #3287 MAINTENANCE DREDGING DELAWARE RIVER, FORT MIFFLIN DOCKS & USS NEW JERSEY
Solicitation number: W912BU24B0018
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Aug 16, 2024

This document is a set of drawings for a federal contract opportunity related to maintenance dredging of the Delaware River, Fort Mifflin Docks, and the USS New Jersey in Camden, New Jersey. The contract has a base bid for dredging approximately 81,000 cubic yards of material from the Fort Mifflin docks to depths ranging from 16 feet to 25 feet plus 1 foot of overdepth. There is also an option to dredge approximately 23,000 cubic yards to a depth of 37 feet plus 1 foot of overdepth in the vicinity of the USS New Jersey. All dredged material is to be placed in the Fort Mifflin disposal facility. The contract requires the contractor to provide all necessary floating equipment, personnel, and support to complete the dredging at a minimum production rate of 2,500 cubic yards per day and to a maximum depth of 45 feet. The contract is being issued by the U.S. Army Corps of Engineers, Philadelphia District.

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Other files

File	Type	Posted
Amendment 0003 W912BU24B0018.pdf	PDF	Sep 12, 2024
Amendment 0002 W912BU24B0018.pdf	PDF	Sep 9, 2024
Amendment 0001 Fort Mifflin.pdf	PDF	Sep 9, 2024
W912BU24B0018 Solicitation SAM Fort Mifflin.pdf	PDF	Aug 16, 2024
W912BU24B0018-Specs.pdf	PDF	Aug 16, 2024

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LOCATION MAP

OF WORK

LOCATION

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

, P

A, P A

, C

N, N

G-

1 C

.dw g

L 2

2B U2

PHILADELPHIA

MAINTENANCE DREDGING

USS NEW JERSEY, CAMDEN, NJ

FORT MIFFLIN DOCKS, PHILADELPHIA, PA

18 JUL 2024

W912BU24B0018

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CHIEF, ENGINEERING BRANCH

BARBARA F. MOFFATT P.E

THIS PROJECT WAS DESIGNED BY THE

PHILADELPHIA DISTRICT OF THE U.S.

ARMY CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152. ANDREW J. SCHWAIGER, P.E.

VICINITY MAP

LOCATION

OF PROJECT

N.T.S. N.T.S.

OF WORK

LOCATION

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

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B Y:

PHILADELPHIA

G-002

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DRAWING INDEX

SHEET NUMBER DESCIPTION

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-101 GENERAL PLAN

C-102 PLAN - FORT MIFFLIN DOCKS

C-103 PLAN - USS NEW JERSEY DOCK

C-301 SECTIONS - FORT MIFFLIN DOCKS

C-302 SECTIONS - USS NEW JERSEY DOCK

C-401 PLAN - FORT MIFFLIN DISPOSAL AREA

DREDGING LEGEND

COORDINATE - NORTHING AND EASTING

A.S. #8 ACCEPTANCE SECTION

BUOY MARKERS

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

APPROXIMATE BORDERS OF GOVERNMENT

OWNED DISPOSAL AREAS TO BE USED IN

CONTRACT

APPROXIMATE LOCATION OF

WORK

REQUIRED DREDGING

ALLOWABLE

OVERDEPTH

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

VIEW TITLE SYMBOL SECTION CUT SYMBOL

VIEW IDENTIFICATION NUMBER

VIEW NAME

DIRECTION OF VIEW

CALLOUT SYMBOL

CALLOUT AREA VIEW

MATCHLINE SYMBOL

CALLOUT IDENTIFICATION

NUMBER

DETAIL SHEET

REF NUMBER

DRAWING SHEET

MATCHING REFERNECE

NUMBER

DRAWING SHEET SYMBOLS

GRAPHIC BAR SCALE SYMBOLS

PRIMARY

SCALE

EXTENSION

SCALE

SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

X X X X

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X XH: X

SCALE IN FEET/METERS

(SINGLE SCALE, SCALE BAR)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL SCALE BAR)

DIRECTION OF

MAGNETIC NORTH

NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION

AFF ABOVE FINISHED FLOOR FIN FINISH RAD RADIUS

BD BOARD FL FLOOR REINF REINFORCEMENT

BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE

BL or BASE LINE FT FOOT, FEET ROW RIGHT OF WAY

BLDG BUILDING FTG FOOTING S SOUTH

BM BEAM G GROUND SCH SCHEDULE

BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION

BOT BOTTOM GR GRADE SPEC SPECIFICATION

BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT

BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE

CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL

CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION

CO CLEAN OUT IN INCH STD STANDARD

COL COLUMN INSUL INSULATION, INSULATED STRUCT STRUCTURAL

CONC CONCRETE IINT INTERIOR SUSP SUSPENDED

CONSTR CONSTRUCTION INV INVERT SYS SYSTEM

CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY

CTRL CONTROL LP LOW POINT TD TRENCH DRAIN

CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE

DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE

DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY

DIA DIAMETER MATL MATERIAL TYP TYPICAL

DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN

DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE

DWG DRAWING MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC

E EAST N NORTH UGND UNDERGROUND

EA EACH NLT NOT LESS THAN UNO UNLESS NOTED OTHERWISE

ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE

EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE

EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE

ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE

EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE

EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME

EQ EQUAL PC POINT OF CURVE VERT VERTICAL

EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF

EXH EXHAUST PI POINT OF INFLECTION W/ WITH

EXIST or (E) EXISTING PIV POST INDICATOR VALVE W WEST

EXP EXPANSION, EXPOSED POT POINT OF TANGENT WL WATER LEVEL

EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE

EXT EXTERIOR PNL PANEL W/O WITHOUT

FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT

GENERAL NOTES:

1. THE INFORMATION DEPICTED ON SHEET C-102 REPRESENTS THE RESULTS OF SURVEYS MADE ON 18 MAY 2023 (MULTIBEAM) AND 29 JUN 2023 (SINGLEBEAM) AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT

THAT TIME.

2. THE SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS' HYDROGRAPHIC SURVEY MANUAL EM 1110-2-1003, DATED NOVEMBER 30, 2013, FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.

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

4. VERTICAL REFERENCE - MEAN LOWER LOW WATER (MLLW), WHICH IS 3.06' BELOW NAVD 88.

5. GEOID 12B AND NOAA TIDAL EPOCH: 1983 - 2001 WERE USED.

6. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER.

7. SOUNDINGS WERE SELECTED FOR PLOTTING PURPOSES ONLY. FOR SOUNDINGS GENERATED FROM MULTIBEAM SURVEYS THE MINIMUM DEPTH WITHIN A 15'X 15' CELL, SHIFTED TO THE CELL'S CENTER, WAS USED. FOR SOUNDINGS GENERATED FROM SINGLEBEAM SURVEYS THE MINIMUM DEPTH WITHIN A SOUNDING SORT RADIUS OF 5 FEET WAS USED.

8. FOR CONTOURS GENERATED FROM MULTIBEAM SURVEYS THE MINIMUM DEPTH WITHIN A 3'X3' CELL, SHIFTED TO THE CELL'S CENTER, WAS USED. FOR CONTOURS GENERATED FROM SINGLEBEAM SURVEYS THE MINIMUM DEPTH WITHIN A SOUNDING

SORT RADIUS OF 5 FEET WAS USED.

9. HYPACK, INC. SOFTWARE WAS USED TO PERFORM THE SOUNDING SELECTION AND CONTOUR GENERATION.

10. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY AND SHOULD NOT BE USED FOR

NAVIGATION.

11. THE LIMITS OF THE FEDERAL CHANNEL DEPICT THE MOST CURRENT CHANNEL FRAMEWORK AVAILABLE WHICH CAN ALSO BE DOWNLOADED HERE:http://navigation.usace.army.mil/Survey/Framework

12. BASE MAPPING LINEWORK OR ORTHOPHOTOGRAPHY HAS BEEN COMPILED FROM A VARIETY OF SOURCES AND DATES AND IS

INTENDED TO PORTRAY GENERAL CHARACTERISTICS OF THE SHORELINE AND OTHER FEATURES

GENERAL NOTES - DISPOSAL AREAS:

1. THE GOVERNMENT FURNISHED DISPOSAL AREA AVAILABLE FOR USE UNDER THIS CONTRACT IS FORT MIFFLIN DISPOSAL AREA

- AREA C. SEE SHEET C-401 FOR DISPOSAL AREA PLAN.

2. THE FOLLOWING APPLY TO ALL DELAWARE RIVER DISPOSAL AREAS:

A. THE END OF ALL DISCHARGE PIPES SHALL BE LOCATED INSIDE THE DISPOSAL AREA LIMITS AS SPECIFIED IN SPEC SECTION 35 20 23. PIPE SHALL BE LOCATED SUCH THAT THE DISCHARGE DOES NOT SCOUR THE SLOPE FACE OR

THE TOE-OF-SLOPE IN THE VICINITY OF THE DISCHARGE AREA.

B. BORROW FOR DIKING MATERIAL MAY BE OBTAINED FROM WITHIN THE DISPOSAL AREAS, BUT NOT CLOSER THAN

50 FEET FROM THE INSIDE TOE OF THE DIKE SECTIONS.

C. CONTRACTOR SHALL ENSURE THAT DREDGE DISCHARGE PIPES ARE PLACED ON FINGER DIKES PROVIDED WITHIN THE DISCHARGE LIMITS SPECIFIED FOR THE DISPOSAL AREAS, OR OTHERWISE SUPPORTED IN ACCORDANCE WITH

THE SPECIFICATIONS.

D. THE LOCATIONS OF THE EXISTING INSTRUMENTATION (I.E., MONITORING WELLS, ETC.) ARE APPROXIMATE. IF CONTRACTOR IS UNABLE TO LOCATE THE EXISTING INSTRUMENTATION, THE COR SHALL BE NOTIFIED PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL NOT DISTURB EXISTING INSTRUMENTATION. ANY COSTS FOR REPAIR AND/OR REPLACEMENT OF INSTRUMENTATION DAMAGED BY THE CONTRACTOR SHALL BE INCURRED BY THE CONTRACTOR. DIKES SHALL NOT BE CUT WITHIN 100' OF EXISTING INSTRUMENTATION. NO EXISTING INSTRUMENTATION IS IN THE VICINITY OF AREA C. ALL EXISTING INSTRUMENTATION SURROUNDS AREA

A, AS SHOWN ON SHEET C-401.

E. TOPOGRAPHY SHOWN IS BASED ON AERIAL PHOTOGRAPHY DATED MAY 2007 AND CAN ONLY BE CONSIDERED INDICATIVE OF THE SITE CONDITIONS AS THEY EXISTED AT THAT TIME. SIGNIFICANT EARTHWORK HAS BEEN PERFORMED IN THE DISPOSAL AREA SINCE THE DATE OF SURVEY. THE CONTRACTOR IS ENCOURAGED TO VISIT THE SITES WHERE WORK IS TO BE PERFORMED TO ACQUAINT THEMSELVES WITH EXISTING CONDITIONS THAT COULD

AFFECT PROJECT COST.

3. THE SITE IS GENERALLY CLEAR WITH PASSABLE ACCESS ROADS, BUT SOME MINOR CLEARING OF VEGETATION MAY BE

REQUIRED IN ISOLATED LOCATIONS TO GAIN ACCESS.

BRUSHLINE

CABLE MARKER

DROP INLET

FENCE

FIRE HYDRANT

GUARD RAIL

LIGHT POLE

POST

SIGN

SWAMP

TRAFFIC LIGHT

TREE

TREELINE

UTILITY POLE

VALVE

WATER LINE

RAILROAD TRACKS

MISCELLANEOUS POLE

CATCH BASIN

UNIDENTIFIED OBJECT

MONITORING WELL

TRANSMISSION POLE

BUILDING

PAVED ROAD

DIRT ROAD TRAIL

MINOR CONTOUR

MAJOR CONTOUR

SPOT ELEVATION

DEPRESSION CONTOUR

SIDEWALK

DISPOSAL AREA LEGEND

METAL COVER

PILE OUTLINE RIP-RAP OUTLINE

CONTROL POINT

BOUNDARY LINE

CONTOUR

SOUNDINGS

PILING

SMB MONITORING INSTRUMENT

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:

PHILADELPHIA

C-001

, P

A, P A

, C

N, N

L I

C-

1 G

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L 2

2B U2

A D

16+914.64

15+676.31

14+319.66

13+334.86 15+000

12+096.69

10+813.91

9+161.94

2+901.25

0+0005+000

10+000

18+346.82 19+547.79

21+902.20

20+000

23+176.05

25+528.28

28+135.82

25+000

29+208.42

30+270.2830+000

31+505.75

32+754.80

35+000

38+208.82 40+00041+217.47

41+827.16

42+839.22

44+820.34

55+373.78

50+000

45+000

55+000

79+567.60

97+983.58

72+574.21

75+000

70+000

65+000

60+000

104+545.61

100+000

115+620.01 115+000

105+000

120+000

135+000

140+000

145+000

150+000

155+000

141+459.80

160+018.09

165+000

170+000

TINICUM RANGE

EDDYSTONE RANGE

CHESTER RANGE

BILLINGSPORT

MIFFLIN RANGE

EAGLE POINT RANGE HORSESHOE

BEND

MARCUS HOOK RANGE

UE R

117+000

175+000

PHILADELPHIA

INTERNATIONAL

AIRPORT

RIDLEY

CREEK

CRUM LYNNE

EDDYSTONE

MARCUS

HOOK

CLAYMONT

GRUBBS

LANDING

HOLLY OAK

BELLEVUE

EDGEMOOR

PENNS

GROVE

LEAGUE ISLAND

GLOUCESTER

CITY

MUD ISLAND

WALT

WHITMAN

BRIDGE

PAULSBORO

COMMODORE

BARRY

BRIDGE

RACCOON

CREEK

CHERRY ISLAND

SCHUYLKILL RIVER

BENJAMIN

FRANKLIN

BRIDGE

CAMDEN

CHESTER

167+000

173+000

PEDRICKTOWN SOUTH

DISPOSAL AREA

(NOT IN CONTRACT)

PEDRICKTOWN NORTH

DISPOSAL AREA

(NOT IN CONTRACT)

OLDMANS

DISPOSAL AREA

(NOT IN CONTRACT)

110+000

166+000

WILMINGTON HARBOR NORTH

DISPOSAL AREA

(NOT IN CONTRACT)

125+000

130+000

129+000

CHRISTINA RIVER

WILMINGTON HARBOR

FORT MIFFLIN DISPOSAL AREA - CELL C

(AVAILABLE FOR THIS CONTRACT)

(SEE SHEET C-401)

CHANNEL LIMIT,

(TYP)

CHANNEL CENTERLINE,

(TYP)

WILMINGTON

HARBOR SOUTH

DISPOSAL AREA

(NOT IN CONTRACT)

FORT MIFFLIN DOCKS

(LOCATION OF DREDGING)

OPTION 1 -

BATTLESHIP NEW JERSEY

(LOCATION OF DREDGING)

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

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B Y:

2B U2

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C-101

PHILADELPHIA

NORTH

PLAN

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-301 AND C-302 FOR SECTIONS.

NOTES:

1 GENERAL PLAN - FORT MIFFLIN DOCKS AND USS NEW JERSEY1 GENERAL PLAN - FORT MIFFLIN DOCKS AND USS NEW JERSEY

NORTH PIER

MC FARLAND PIER

PARKING

25'

16'

5' OFFSET, (TYP)

FLOATING PIER

16'

BUILDING

PILING, (TYP)

FLOATING PIERS

(SEE NOTE 5)

DELAWARE RIVER

EDGE OF CHANNEL, (TYP)

BOAT RAMP

(SEE NOTE 4 & 5)

EXIST. RIPRAP SLOPE

(SEE NOTE 4 & 5)

2 4

3 1

3 2

3 5

2 3

2 4

2 5

1 51 6

1 8

2 1

1 7

1 8

2 0

2 4

2 6

3 2

3 6

3 8

4 1

4 4

4 8

5 9

6 2

-1 8 -0 6

5 6

-2 3

-1 6 -1 5

-0 6

0 0

0 2

0 4

0 5

0 7

3 14 3

5 0

5 7

0 2

1 3

1 4

1 8

2 1

3 0

-0 6

0 00 3

1 2

1 9

2 0

2 2

-0 6

0 1

0 3

0 4

0 5

0 6

0 8

1 1

1 3

1 5

-0 7

-0 6

-0 4 -0 3

0 1

0 2

0 3

0 8

1 1

1 2

1 4

1 7

1 8

1 9

2 0

2 2

2 3

2 5

0 1

0 4

0 5

0 7

0 9

1 0

1 1

1 2 1 3

1 9

2 1

2 3 2 8

3 4

4 3

0 8

0 9

1 0

1 1

1 4

1 8

2 0

2 3

2 6

2 9

3 2

3 9

4 9

5 7

6 6

8 2

0 0

1 3

1 8

2 3

2 4

2 5

2 7

3 6

4 5

5 5

7 1

8 6

9 9

11 7

-0 1

2 8

4 0

5 2

6 4

8 2

9 6

9 7

10 9

13 4

15 7

18 6

20 5

23 2

13 1

14 6

16 0

18 9

22 4

24 2

25 7

27 5

27 2

27 5

47 9

48 7

49 7

48 8

47 3

47 5

47 9

48 5

48 9

47 7

45 4

43 4

41 1

39 3

37 0

34 7

33 2

32 4

30 4

25 0

20 8

48 1

48 4

49 5

48 8

47 3

47 5

48 0

48 4

48 8

47 3

45 1

43 4

41 6

39 9

37 8

35 1

33 4

32 8

30 4

23 8

18 2

17 0

15 6

15 3

14 1

13 0

12 4

11 8

11 7

6 4

7 0

6 4

48 7

49 5

49 0

47 3

47 9

48 4

49 1

47 4

45 1

43 9

42 2

40 8

38 9

36 4

34 5

33 8

30 9

24 9

19 7

17 7

16 0

14 7

14 2

13 1

11 6

10 4

9 8

9 3

8 5

7 2

7 3

8 4

8 1

9 3

9 4

6 6

5 1

4 6

4 3

4 0

49 5

48 9

47 2

47 1

47 9

48 3

49 1

47 5

45 4

44 2

42 8

41 8

40 3

38 1

36 2

35 3

31 7

24 2

18 8

15 0

12 8

11 7

11 2

10 1

9 1

7 9

7 4

7 2

6 7

6 1

5 9

6 8

7 7

8 9

8 1

6 2

5 1

4 4

3 9

3 8

3 6

48 4

48 5

48 8

46 9

47 2

48 2

48 8

49 4

48 0

45 7

44 4

43 4

42 4

41 1

39 2

36 8

35 3

31 6

23 4

16 3

13 2

11 3

10 3

9 6

8 6

7 8

6 9

6 5

6 3

6 0

5 6

6 6

7 5

8 0

7 0

5 8

4 4

4 2

3 7

3 3

3 2

3 1

48 6

47 0

47 2

48 2

49 1

49 4

48 2

46 0

44 5

43 3

42 4

41 0

39 6

37 0

34 6

30 7

23 4

15 7

12 1

10 9

10 2

9 1

8 1

7 4

6 8

6 6

6 5

6 3

7 0

8 8

8 3

6 9

5 4

4 4

3 9

3 5

3 2

3 1

2 9

3 0

48 6

47 2

47 3

48 2

49 2

49 3

48 1

46 3

45 0

43 5

42 4

40 8

39 7

37 1

34 5

30 6

24 0

16 3

12 3

10 7

10 3

9 4

8 3

7 5

7 2

6 7

6 2

5 8

6 3

7 9

6 4

5 6

4 5

4 4

4 1

3 9

3 5

3 3

3 2

3 0

48 5

48 8

47 6

47 3

48 5

49 5

49 4

48 1

46 2

44 5

43 6

42 6

41 1

39 6

36 7

33 3

30 8

24 8

16 7

13 0

11 0

10 4

9 9

9 1

7 8

7 4

7 0

6 3

5 9

6 0

6 4

5 5

5 1

4 5

4 2

3 9

4 1

4 7

4 8

3 7

3 4

3 6

48 6

48 9

48 0

47 5

48 6

49 6

49 5

48 4

46 3

44 7

43 4

42 4

41 0

39 1

35 7

32 3

30 4

25 4

17 3

13 3

11 9

10 7

10 1

10 0

8 7

7 8

7 5

7 4

6 6

6 1

5 7

5 8

5 3

4 8

4 5

4 2

4 0

4 2

5 2

6 8

6 0

4 5

3 8

3 7

48 4

48 3

47 7

47 6

48 4

49 2

49 5

48 4

46 1

44 5

43 4

42 4

41 0

38 8

36 0

33 5

30 9

25 8

18 2

13 4

12 4

11 3

10 5

10 4

9 7

8 2

7 7

7 4

6 7

6 0

5 7

5 9

4 9

4 6

4 3

4 0

3 8

3 7

4 4

6 3

5 5

4 9

4 0

48 5

48 7

48 3

47 5

48 2

48 9

49 3

48 5

46 1

44 5

43 1

41 9

41 0

39 0

36 8

34 0

31 1

26 7

19 3

13 9

12 4

12 3

11 1

10 5

9 0

8 1

7 6

6 8

6 1

5 8

5 9

4 8

4 5

4 7

3 9

3 6

3 5

3 6

3 9

3 8

2 9

49 1

48 5

47 6

48 3

49 1

49 4

48 8

46 4

44 8

42 9

41 6

41 1

40 0

38 2

35 6

32 9

27 4

19 9

14 3

12 3

12 9

12 1

10 8

10 6

10 2

8 7

7 8

7 2

6 5

6 0

5 9

4 8

4 6

3 7

3 6

3 5

3 7

3 4

3 5

3 6

2 6

49 4

48 9

47 6

48 3

49 3

49 1

49 3

46 9

45 0

43 2

41 9

41 3

40 6

38 8

36 0

33 5

27 5

20 1

14 9

12 9

13 2

14 0

12 0

10 7

12 1

10 2

8 4

8 3

7 6

6 9

6 8

5 7

4 9

4 8

4 1

4 0

3 9

3 6

3 8

49 2

49 1

47 8

48 5

49 3

49 1

49 5

47 3

45 1

43 4

41 9

41 0

40 1

38 9

36 2

32 8

26 8

20 2

15 9

14 2

14 4

15 7

14 3

11 7

14 0

12 1

9 3

9 7

9 3

8 2

7 8

7 2

5 7

5 9

4 7

4 6

4 8

4 2

49 0

48 8

47 8

48 5

49 1

49 4

49 5

47 6

45 3

43 7

42 5

41 2

40 4

39 6

34 8

30 2

25 4

20 4

17 0

16 2

16 9

16 1

13 7

15 6

14 4

11 1

11 9

12 0

10 7

9 8

9 9

7 9

8 3

6 9

6 6

7 0

48 9

48 6

47 7

48 3

48 8

49 3

49 1

46 9

45 2

43 7

42 8

41 8

40 8

39 4

32 8

28 4

25 5

20 3

18 3

17 8

17 9

16 9

15 5

14 4

15 0

14 4

13 3

13 2

12 8

12 3

11 7

11 2

10 0

9 9

9 8

48 4

48 9

48 6

48 0

48 4

48 6

49 1

49 0

46 6

45 1

43 4

42 9

42 3

41 1

38 6

32 8

27 9

25 2

19 4

18 7

18 4

18 3

17 2

48 5

48 6

47 9

48 2

48 6

49 3

47 1

45 2

43 2

42 5

41 9

41 0

37 9

34 3

31 0

28 1

48 9

48 7

48 5

47 6

48 1

48 8

49 5

49 7

47 6

45 6

44 1

42 4

41 6

40 8

38 1

34 2

32 6

29 7

22 8

18 8

19 4

17 3

16 8

15 6

14 8

13 7

12 8

12 4

49 1

49 0

48 7

48 4

47 5

48 1

48 7

49 4

49 8

47 3

45 4

44 3

42 5

41 0

39 8

37 9

36 1

35 5

32 8

27 5

22 7

21 1

19 5

18 1

16 9

17 2

16 5

17 5

18 1

17 8

16 9

15 9

16 1

15 7

14 4

13 8

12 5

11 0

9 2

7 9

49 0

48 7

48 6

47 6

48 2

48 7

49 3

49 5

47 2

45 4

44 4

42 3

40 4

39 4

39 5

38 5

36 2

33 0

28 3

27 9

25 8

22 5

22 1

22 2

21 7

22 4

22 1

21 3

21 0

19 9

18 5

17 6

16 3

15 1

13 2

11 0

8 5

6 5

4 2

49 1

48 7

48 5

47 7

48 2

48 4

49 0

49 2

47 1

45 2

44 4

42 3

40 4

40 3

40 4

39 4

37 2

35 1

31 2

30 2

27 8

24 1

23 7

23 0

22 6

22 5

21 7

20 1

18 6

17 1

15 5

13 7

11 8

9 8

7 8

6 0

4 5

3 8

48 8

48 5

47 6

48 1

48 2

48 7

49 3

47 1

45 0

44 1

42 4

41 1

41 3

40 9

40 0

38 8

36 8

35 6

32 5

31 5

28 4

25 1

24 2

23 8

23 5

22 6

21 4

20 1

18 2

15 7

13 0

10 4

8 3

6 7

5 6

4 6

3 8

3 5

49 0

48 6

48 0

48 1

48 6

49 1

49 5

47 4

44 6

43 9

42 6

41 6

41 4

40 9

40 1

38 6

36 7

35 5

33 4

31 5

29 4

26 2

24 0

23 9

23 7

23 2

21 4

19 5

17 9

16 1

13 4

10 8

8 7

7 0

5 9

4 9

3 8

3 3

3 2

48 9

48 3

48 1

48 9

49 5

49 9

47 8

44 9

43 4

42 6

41 6

41 4

40 9

39 9

38 2

36 3

35 2

33 9

31 3

29 2

26 4

24 1

24 0

24 2

23 5

20 8

18 2

16 0

13 4

10 9

9 2

7 8

6 5

5 5

4 4

3 5

3 2

3 1

3 2

48 8

48 1

47 9

48 9

49 6

49 4

47 9

45 6

43 5

42 4

41 3

41 0

40 9

39 4

37 4

35 8

35 0

33 3

31 2

29 5

27 0

24 9

23 8

24 5

23 8

20 7

17 8

15 1

12 7

10 5

9 1

7 9

6 7

5 6

4 3

3 6

3 3

3 4

3 2

47 7

47 9

48 9

49 6

49 2

47 5

45 3

43 9

42 6

40 9

40 7

40 4

39 1

37 2

36 0

34 9

33 3

31 9

30 4

28 4

26 1

24 2

24 7

23 4

20 6

17 8

14 8

12 9

11 3

9 9

8 7

7 5

6 7

4 9

4 1

4 7

47 7

48 4

49 4

49 1

47 6

45 1

42 8

41 6

40 4

40 5

39 9

38 7

36 8

35 7

34 6

33 2

32 2

30 9

29 1

26 3

25 3

24 7

23 1

20 4

17 9

14 8

13 3

12 3

9 7

9 0

8 5

7 1

5 8

5 4

5 2

5 1

47 3

48 0

49 2

49 1

47 5

44 9

42 7

41 6

40 4

39 6

39 1

38 3

36 4

35 3

34 5

33 2

32 3

31 0

29 6

27 9

26 0

23 6

22 6

19 7

18 0

14 4

11 1

9 1

7 7

7 0

6 3

5 6

4 5

3 9

3 5

3 3

3 0

2 7

2 5

2 4

47 6

47 3

47 8

49 0

49 5

47 4

44 7

43 2

41 4

39 7

38 2

37 6

37 5

36 4

35 1

34 4

33 5

32 3

31 4

29 9

28 6

25 1

23 4

22 8

19 7

17 4

14 3

10 7

7 9

6 4

5 8

5 1

4 2

3 4

2 9

2 6

2 4

2 2

2 1

2 3

2 4

47 4

47 1

47 5

48 7

49 1

47 3

44 5

43 4

41 2

38 9

36 9

35 9

36 3

35 9

35 0

34 1

33 1

32 0

31 1

30 0

28 4

26 2

23 8

22 7

19 5

17 1

14 7

11 0

8 0

6 3

5 7

5 0

3 8

3 0

2 6

2 3

2 2

2 0

1 9

2 1

2 3

49 0

49 1

48 5

47 3

46 8

47 3

48 5

49 1

47 7

44 5

43 4

41 5

39 6

37 3

35 1

35 3

34 9

33 7

32 6

32 1

31 0

30 0

28 7

27 1

24 6

22 1

19 3

17 3

15 1

11 6

7 7

6 4

6 0

5 1

3 8

3 0

2 6

2 4

2 2

2 1

2 0

1 9

2 0

2 1

2 2

49 1

49 3

48 8

47 4

46 8

47 2

48 3

49 3

48 2

44 8

43 4

41 5

40 0

37 3

35 2

35 1

35 5

34 3

33 1

32 5

32 2

31 4

30 1

29 3

27 8

25 8

22 8

19 7

17 5

15 5

11 4

8 1

6 7

6 2

49 4

49 7

48 9

47 6

47 0

47 1

48 3

49 5

48 4

45 1

43 5

41 7

40 2

37 7

35 2

35 0

35 2

34 3

33 0

32 5

32 3

31 3

30 4

29 5

28 3

26 6

24 0

20 7

18 1

15 7

12 1

8 6

7 0

49 7

48 8

47 6

47 0

47 3

48 4

49 6

48 6

45 5

43 7

42 0

39 8

37 6

36 1

36 5

35 8

34 2

33 4

33 3

32 9

31 8

30 8

30 0

28 7

27 3

25 6

22 0

18 0

15 9

12 8

9 9

49 4

48 7

47 5

47 0

47 4

48 6

49 7

48 5

45 2

43 8

42 3

40 4

38 6

37 0

36 6

35 5

34 2

33 7

33 8

33 3

32 4

31 3

29 9

29 0

27 6

25 3

23 4

18 3

15 4

13 8

49 2

48 8

47 6

46 9

47 3

48 6

49 6

48 5

44 9

43 7

42 4

40 5

38 5

36 7

35 7

34 7

33 7

33 5

33 8

33 5

32 8

31 5

30 1

29 2

27 9

25 6

23 7

20 1

15 8

48 8

47 8

46 9

47 2

48 6

49 5

48 6

44 7

43 4

42 2

40 7

38 3

36 0

35 2

34 4

34 1

33 9

33 6

32 9

31 7

30 4

29 3

28 4

26 6

24 7

21 2

17 1

49 0

48 6

47 1

48 5

49 3

48 6

44 5

43 3

42 1

40 5

38 4

36 2

35 4

34 8

34 6

34 1

33 4

33 3

33 0

31 7

30 4

29 3

28 4

27 1

25 3

22 6

49 3

48 6

47 1

46 9

48 4

49 4

48 4

44 5

43 1

41 8

40 3

38 6

36 2

35 3

35 0

34 9

34 4

33 2

33 4

33 1

31 7

30 4

29 3

28 5

27 8

26 6

49 4

48 5

47 3

46 9

48 2

49 3

48 1

44 8

43 0

41 8

40 2

38 7

36 5

35 7

35 5

35 2

34 4

33 4

33 2

32 7

31 7

30 6

29 5

28 6

27 8

27 7

49 5

48 7

47 3

47 1

48 3

49 2

48 1

45 0

42 9

41 7

40 1

38 6

36 6

35 8

36 0

35 5

34 5

33 4

32 5

31 5

31 6

30 9

29 8

28 7

28 3

49 7

49 0

47 5

46 9

48 2

49 2

48 3

45 1

42 9

41 9

40 4

38 9

36 6

35 6

35 9

34 9

33 6

32 5

31 9

31 6

31 2

30 4

29 0

49 9

48 9

46 9

46 4

47 8

49 2

48 9

45 6

43 4

42 1

40 5

39 0

36 9

35 9

35 8

35 2

34 3

33 3

32 1

31 7

31 4

30 9

49 9

49 1

47 3

46 2

47 5

49 1

49 0

46 0

43 5

42 0

40 4

39 0

37 1

35 6

35 5

35 7

35 4

35 1

33 9

32 7

31 7

31 5

49 9

49 2

48 1

46 6

47 5

48 9

49 3

46 1

43 3

41 8

40 0

38 7

37 0

35 7

35 6

35 2

35 1

34 8

34 1

32 8

32 1

49 7

48 9

48 2

46 7

47 3

48 8

49 2

46 2

43 3

41 9

40 2

38 7

37 3

36 0

35 5

35 1

34 9

34 6

33 8

32 7

49 8

48 8

48 2

46 7

47 2

48 7

49 0

46 0

42 9

41 4

40 4

39 0

37 6

36 0

35 2

35 3

35 0

34 2

33 4

32 5

48 2

47 9

46 9

47 1

48 4

48 7

45 3

42 9

41 1

40 2

39 2

37 9

36 4

35 1

35 3

35 0

34 6

33 6

47 7

47 3

47 2

48 4

48 6

45 3

43 0

41 1

39 8

38 8

37 8

36 7

35 3

35 1

35 2

34 9

47 7

47 5

47 2

48 3

48 9

45 7

43 0

41 4

39 7

38 6

37 3

36 2

35 0

47 9

48 1

47 2

48 0

48 9

46 4

43 3

41 8

39 8

39 0

37 2

35 6

34 8

48 5

47 5

48 2

48 9

47 0

43 5

42 1

40 0

39 6

38 4

36 9

48 8

48 5

48 3

48 8

47 4

43 7

42 5

40 2

40 1

48 8

48 7

48 2

48 5

47 9

44 0

43 1

48 9

48 8

48 3

48 5

48 8

-0 4

-0 3

-0 1

0 4

0 5

0 6

-0 2 -0 1

-0 1

0 3

0 3 0 3

0 4

0 5

0 6

0 8

0 9

1 0

1 2

1 3

0 3

0 4

0 4 0 6

0 6

0 7

0 8 0 8

0 8

0 9

1 0

1 3

1 51 9

2 2

2 3

2 5

2 7

3 0

3 4

0 8 1 0

1 0

1 1

1 2

1 3

1 4

1 5

1 6

1 7

2 1

2 4

2 8

3 1

3 5 3 8

4 3

4 5

4 7

4 9

5 3

5 9

1 6

1 7

1 8

1 9

2 0

2 1

2 1 2 2

2 2

2 4

2 7

3 2

4 0

4 9

5 1

5 3

5 6

5 8

6 3

6 4

6 5

6 9

7 0

7 4

7 9

8 9

9 4

9 9

2 0

2 3

2 4 2 5

2 6

2 8

3 1 3 2

3 8

4 6

7 2

7 5

7 6

8 3

9 0

9 6

9 9

10 0

10 2

10 4

10 7 11 1

11 1

11 3

11 9

12 0

12 7

13 5

15 1

16 5

18 0

20 2

5 6

7 1

8 9

9 6

9 8

10 2

10 9

11 4

11 9

12 1

12 8

13 6

13 7

14 7

15 9

16 8

18 0

22 4

14 4

14 5

14 8

14 9

15 3

15 6

15 7

17 1

18 3

19 7

19 9 21 2

22 0 23 3

24 3

27 3

29 5

31 0

16 7

17 6

18 7

20 0

21 6

25 4

27 4

29 5

31 2

43 5

41 7

41 5

17 9

18 3

18 0

17 0

45 0

44 0

42 2

37 7

35 4

33 1

30 4

28 4

25 7

22 6

20 0

17 9

16 2

15 5

16 6

18 2

18 8

18 0

15 5

11 4

7 8

5 6

4 2

3 4

3 1

2 8

2 6

2 5

2 4

2 3

2 2

2 1

2 0

44 9

44 0

42 8

38 6

35 8

33 4

31 0

29 1

26 4

23 5

20 7

18 5

16 9

16 8

18 3

19 7

18 3

15 4

11 7

8 8

6 5

4 9

3 8

3 4

3 1

2 8

2 6

2 5

2 4

2 3

2 2

2 1

2 2

46 3

44 4

43 8

42 8

39 0

36 1

33 9

31 6

29 7

27 0

24 1

21 4

19 1

17 8

18 5

20 3

21 6

20 2

17 8

15 1

12 8

10 1

7 6

5 8

4 7

4 0

3 3

2 8

2 6

2 5

2 4

2 2

2 4

49 0

46 1

43 9

43 1

42 9

39 9

36 4

34 4

32 3

30 2

27 5

24 7

22 0

19 7

19 1

20 6

22 9

24 8

25 4

24 7

23 1

21 7

19 0

15 3

12 0

9 5

7 7

6 5

5 4

4 3

3 5

3 1

2 9

2 6

2 4

2 5

2 7

2 8

49 1

46 2

44 1

43 3

43 1

40 5

37 0

35 1

33 1

30 7

28 0

25 3

22 6

20 9

21 6

24 2

26 7

28 3

29 2

28 7

27 6

27 0

24 9

20 5

16 3

13 3

10 9

9 3

8 2

7 2

5 9

4 7

4 0

3 1

2 7

2 8

3 2

3 4

49 0

48 7

46 5

45 0

43 9

42 9

41 0

37 4

35 7

33 7

31 3

28 5

25 9

23 9

24 7

27 0

28 6

29 9

30 5

31 1

30 6

28 8

28 5

26 5

22 8

19 6

16 6

13 6

11 3

9 9

9 0

8 3

7 3

5 9

4 0

3 1

3 3

3 4

3 5

48 0

48 8

46 8

45 9

44 8

43 5

41 1

37 6

36 3

34 3

31 9

29 3

27 5

28 8

31 1

31 2

31 0

31 2

31 5

32 0

31 1

28 5

28 3

27 3

24 6

22 4

19 8

16 7

13 7

11 5

10 0

8 9

7 7

6 1

4 4

3 6

48 1

48 8

49 0

47 3

46 3

44 9

43 5

40 7

37 3

36 7

35 0

32 8

31 0

31 4

31 8

31 9

31 4

31 2

31 7

31 6

29 9

28 9

31 2

30 4

25 5

24 1

22 1

19 5

16 3

13 3

11 1

9 1

7 3

6 0

4 6

4 1

3 9

47 5

48 1

48 7

48 8

47 5

46 2

44 3

43 1

41 2

37 3

36 9

35 6

34 0

33 1

32 6

31 1

29 9

28 3

28 5

28 8

28 6

27 2

26 5

27 8

26 2

22 5

22 6

21 8

20 1

17 5

14 9

12 7

11 1

9 7

8 6

7 4

6 7

47 6

48 0

48 7

48 9

47 6

46 0

43 7

42 4

40 8

38 3

36 5

35 2

34 2

32 6

29 5

25 4

22 8

21 2

22 1

22 0

21 3

19 3

17 8

18 1

16 4

15 9

15 4

16 0

15 7

14 7

13 5

12 5

11 8

11 2

10 3

10 2

47 4

47 5

48 1

48 5

49 0

47 7

45 4

43 1

41 3

39 8

37 8

35 6

34 0

33 1

31 3

27 2

21 9

18 8

15 9

15 7

15 9

16' 17'17'

17'

25'

25' 26'

26'

16'

16'17' 17'

FLOATING BARGES

(SEE NOTE 5)

10' OFFSET

ACCEPTANCE

SECTION 3

ACCEPTANCE

SECTION 2

ACCEPTANCE

SECTION 1

NORTH PIER

10' DREDGING

DEPTH AREA

NORTH PIER

5' DREDGING

DEPTH AREA

SLOPE FROM BERTH

(SEE NOTE 6)

SLOPE FROM BERTH

(SEE NOTE 6)

15' DREDGING DEPTH AREA

(ADJACENT BERTH)

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:

2B U2

L 2

C-

2 P

- F

LIN

.dw g

, C

N, N

, P

A, P

C-102

PHILADELPHIA

NORTH

PLAN

1. SEE SHEET C-401 FOR FORT MIFFLIN DISPOSAL AREA PLANS.

2. SEE SHEET C-001 FOR GENERAL INFORMATION.

3. SEE SHEET C-301 FOR SECTIONS.

4. THE UNDERWATER LOCATION/LIMITS OF BOAT RAMP AND TOE OF RIPRAP SLOPE

PROTECTION ARE UNKNOWN. CONTRACTOR SHALL LOCATE BOTH AND AVOID

DREDGING IN THESE LOCATIONS. COORDINATE ANY DISCREPANCIES OR ISSUES

WITH THE COR PRIOR TO COMMENCEMENT OF ANY WORK.

5. DAMAGE DUE TO THE DREDGING OR RELOCATION OF PIERS AND BARGES BY THE

CONTRACTOR IS TO BE REPAIRED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

6. LIMITS OF DREDGING VARY AND ARE BASED ON EXISTING RIVERBED DEPTHS.

7. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO VERIFY

LOCATIONS AND ELEVATIONS OF ALL UTILITIES IN THE PROJECT LIMITS.

NOTES:

C-301

1 PLAN - FORT MIFFLIN DOCKS1 PLAN - FORT MIFFLIN DOCKS

C-301

SHORE LINE, (TYP)

OPTION 1

DREDGING LIMITS: COORDINATES

POINT NUMBER

NORTHING

403063.0

403957.0

EASTING

314809.4

314525.5

40 1 40 5 40 3 40 4 39 9 40 3 40 4 40 5 39 9 40 2 40 2 39 7

39 2 37 9 39 1 39 8 40 8 41 0 41 4 41 5 40 9 41 2 41 1 40 9 40 7 40 9 40 7 40 4 40 2 40 2 39 7 39 8

39 0 38 2 38 0 38 6 38 2 38 9 39 9 40 7 40 9 41 7 40 5 40 2 40 8 40 3 40 7 40 5 40 9 40 1 40 6 40 4 40 2 39 9 39 3

38 3 39 1 39 3 39 9 39 3 39 1 39 3 37 9 38 0 39 5 40 5 41 2 41 1 40 5 41 6 41 5 41 1 41 2 41 0 40 1 40 0 40 1 39 9 39 7 39 5 39 1 38 6

36 7 37 0 36 8 36 8 38 3 38 6 38 7 38 9 39 3 40 0 39 7 38 5 38 2 40 0 40 9 40 6 41 2 41 0 41 1 41 1 40 9 40 2 39 7 40 1 40 0 39 4 38 8 39 1 38 9 38 7 38 3

35 2 35 4 35 4 36 0 36 7 37 0 36 8 36 5 37 9 38 2 38 4 36 9 38 3 36 5 38 8 38 7 38 6 40 2 40 6 39 3 40 6 40 2 40 0 39 8 39 6 39 4 39 3 39 0 38 1 38 6 38 1 37 9 38 1 37 9 37 6

34 2 34 3 34 4 34 6 34 7 34 9 35 2 36 0 36 1 36 5 37 1 36 8 36 6 37 3 36 2 36 7 37 2 35 2 34 0 34 1 37 3 38 6 38 9 39 2 38 9 38 7 38 8 38 6 38 4 37 9 38 3 38 1 37 9 37 8 37 6 37 8 36 8 36 9 36 9

33 4 33 4 33 5 33 7 33 7 34 1 34 6 34 9 35 5 35 8 36 2 36 9 36 9 37 3 37 4 36 4 36 5 37 0 36 7 36 5 32 8 31 8 32 7 33 6 36 6 37 2 37 1 37 2 37 3 37 4 37 6 37 5 37 8 38 0 37 9 37 7 37 6 37 5 36 8 36 8 36 7

32 7 33 0 33 0 33 2 33 3 33 6 33 9 34 8 35 3 35 8 36 6 37 4 37 7 37 9 38 3 38 8 35 9 36 0 36 8 36 6 36 4 33 7 32 4 33 2 33 3 33 7 35 3 35 0 35 1 35 9 35 8 35 3 36 1 35 6 36 0 36 1 37 0 37 1 37 2 37 2 36 9 36 8

32 5 32 6 32 6 32 7 32 5 33 0 33 6 34 6 35 4 36 2 36 8 37 1 37 1 37 8 38 4 37 2 37 2 36 2 36 0 36 7 36 8 36 9 35 3 33 2 33 0 33 1 33 2 32 4 33 1 33 7 33 7 33 3 33 5 33 3 32 5 32 9 33 3 33 9 34 6 34 7 34 9 34 7

32 1 32 3 32 3 32 3 32 3 32 4 33 1 34 3 35 0 35 7 36 3 36 8 36 1 35 5 35 9 37 3 36 6 36 1 35 1 35 9 35 7 36 3 36 6 35 5 32 6 32 6 33 4 32 1 31 8 32 1 32 7 31 7 31 6 26 8 21 7 20 0 18 6 21 5 22 5 24 8 33 6 32 8 32 9 32 4

31 9 32 2 32 1 32 2 32 2 32 2 32 9 34 2 34 8 35 5 35 9 35 8 36 0 36 0 35 9 36 8 34 8 35 9 35 7 35 7 35 8 36 6 36 4 36 0 32 6 32 6 33 1 32 5 32 1 30 8 27 1 21 1 17 6 15 9 15 8 16 0 16 1 16 3 16 5 19 5

32 2 31 8 32 2 32 2 31 9 32 1 32 1 32 0 32 2 32 9 33 8 34 5 35 3 36 0 36 1 35 9 36 8 35 7 36 7 35 8 34 6 35 1 35 7 35 2 35 3 34 7 32 5 32 4 28 6 22 2 15 7 13 3 12 4 12 3 12 3 12 8 13 0 13 6 14 1 16 5

31 6 31 6 31 3 31 1 30 9 30 9 30 7 30 7 30 8 31 2 32 0 33 0 34 4 36 3 36 2 36 8 36 1 36 2 36 7 35 3 36 3 35 3 33 3 32 3 31 9 37 4 31 3 20 1 13 0 11 9 11 8 11 7 11 2 12 0

31 1 31 2 31 1 31 0 30 9 30 9 30 9 31 0 31 9 33 3 34 7 36 1 35 8 36 5 36 3 36 4 36 6 35 6 34 8 36 9 35 2 35 2 33 7 33 2 18 6 12 2 11 6 11 7 12 4

31 1 31 3 31 3 31 4 31 5 32 0 32 2 33 0 33 6 33 6 32 9 32 8 34 9 36 5 36 8 36 4 35 8 35 9 35 9 36 4 15 2 14 6 13 3 13 6

31 3 31 4 31 4 31 5 31 6 31 9 31 9 31 6 31 0 29 6 28 5 28 7 30 8 33 8 37 1 36 8 36 7

30 8 30 6 30 4 30 4 30 2 29 7 29 1 28 1 26 9 26 0 26 1 28 0 32 4 36 0 35 6 33 4 32 9

30 5 28 5 27 5 27 0 26 3 25 4 24 5 23 8 23 9 24 3 25 6 27 1 28 1 29 3 28 2 28 1

26 3 23 7 22 4 21 9 21 6 21 3 21 5 22 0 23 0 24 2 25 4 27 5 28 4 28 1

21 4 19 7 19 2 19 4 19 8 20 3 20 9 21 9 23 1 25 8 26 9

18 2 18 2 18 5 18 3 18 0 17 9 18 0 17 8 19 2

18 1 17 3 18 2 17 8 17 8

40 4

37 5

37 7

40 2

37 5 36 9

33 9

38 1

39 2

40 2 40 6

37 6

37 5

40 8

37 3

39 6

36 9

37 7

38 5 40 1

35 5

37 6

39 7

39 6 37 9

38 0

35 0

37 2

37 9

37 3

38 5

37 7

38 6

38 4

39 5

38 8

40 0

40 4

40 1

37 0

32 7

38 1

37 9

38 2

35 7

39 8

40 0 37 9

39 2

32 3

36 4

37 6

32 0

41 0 37 3

37 7

39 3

40 3

37 5

38 1

39 8

32 8

33 2

38 3

38 9

38 4

37 2

40 6 38 4

35 2

32 6

38 0

37 6

38 0

37 8

37 4

35 4

38 1

39 9

37 3

37 9 38 0

37 3

33 8

35 1

39 4

38 7

39 3

36 8

37 6

38 4

39 8

36 3

38 6

36 4

37 4

37 8

39 0

37 0

36 9

38 9

32 9

40 4

36 8

39 8

36 6

36 7 38 7

40 0

37 4

35 2

40 2

41 2

35 6

37 4

39 0

32 8

40 6

37 8

40 2 38 5

37 5

40 0

38 5

41 3

37 8

37 2

34 0

32 6

39 3

36 4

39 0

39 6

38 8

38 7

38 4

32 8

37 3

36 6

38 4

39 8

37 5

38 2

37 2

40 0 37 2

37 6

38 1 37 1

38 5

32 6

38 4

38 1

40 4

37 4

36 5

40 9

38 9

38 4

37 7

38 8

38 4

38 2

36 1

32 6

36 1

38 0

39 3

37 6 39 4

36 7

40 1

32 8

39 7

38 1

40 0

38 0

40 2

37 3

32 4

36 0

36 8

38 5

38 2

21 9

38 4

39 6

39 0

33 4

34 3

40 3 39 0

37 5

37 0

37 9

39 4

37 3

38 3

38 9

38 3

36 4

41 7

39 3

38 5

39 2

35 6

41 4

37 8

40 5

36 8

37 1

39 9 38 2

39 5

39 4

22 6

40 3

35 6

37 6

40 1

37 5

33 8

39 7

40 9

37 8

40 6

37 9

35 4

34 4

34 0

33 1

38 8 39 2

35 0

39 1 38 5

33 3

38 2

38 7

37 1

34 9

38 2

39 6

36 5

37 1

38 0

40 2

37 0

36 4

37 2

40 2

38 8

38 5

40 3

37 2 37 1

39 7 38 1

39 9

37 5

39 8

36 8

35 1

39 3

40 1

38 6

38 0

37 0

39 0

37 7

40 0

38 7

38 8

37 6

37 3

38 8

37 1

37 7

39 3 38 2

40 6

33 7

40 2

39 7

34 9

35 5

38 6

40 2

39 4

40 3

35 9

33 4

32 5 22 4

35 5

38 0

36 1

38 9

39 1 37 6

37 4

40 5

38 4

38 1

37 7

33 0

40 2

37 1

36 8

40 9

33 0

37 5

38 4

38 9

37 1

38 7

37 8

38 7

38 0

37 7

37 9

40 0

33 9

39 7

38 4

38 2

37 3

40 3

40 4

38 8

34 5

38 2

33 5

39 3

35 4

37 0

34 8

36 4

35 9 38 2 36 1

35 5

35 6

37 8

37 9

33 1

32 7

40 2

36 0

40 0

40 1

38 5

37 5

35 7 36 2

36 7

40 2

40 0 39 6

38 4

38 7

39 4

39 1

38 4

38 0

39 5

38 2

40 1

36 6

40 0

39 7

33 8

38 3

36 9

38 9

36 6

37 3

37 4

38 9

37 7

37 2

39 2

39 8

37 2

40 8

34 9

40 0

40 3

37 0

39 7

34 5

36 8

37 7

41 8

37 3

36 7

37 4

39 6 38 2

39 5

33 5

36 5

39 4

38 5

38 4

38 5

38 4 40 9

39 1

38 6

39 6

32 3

32 9

39 8

34 3

41 7

36 8

39 1

35 4

40 2

38 2

34 7

37 3

39 0

38 9

36 1

38 3

38 0 37 9

36 7 36 3 38 1

39 7

38 7

38 0

37 5

40 1

37 3

38 5

37 9 38 8

38 1

37 3

34 8

38 3

39 8

41 6

38 6

37 9

38 7

34 7

37 6

37 3

34 9

37 6

39 6

36 0

34 3

34 6

40 6

37 4

34 9

36 8

34 3

38 3

39 3

34 3

32 4

32 8

37 8

37 9

41 2

32 5

37 2

37 9

40 3

35 6

38 1

38 0

38 6

36 7

37 2

38 0

36 4

40 6

39 4

38 3

40 0

40 1

38 1 39 6

34 9

38 1

39 3

40 3

36 4

37 6

34 3

37 8

37 9

38 0 40 6

37 8

35 6

36 5

40 4

39 9

34 9

38 8

38 5

36 5

38 0

36 8

37 6

40 2

38 3

35 7

39 3

39 5

40 0

38 1

36 2

36 6 36 0

39 8

22 1

37 0

37 8

39 9

32 7

36 5

36 1

39 7

37 8

40 8

37 8

41 9

37 8

33 9

37 0 38 7

37 7

39 3

38 7

33 9

37 5

34 4

APPROXIMATE LOCATION

CONCRETE DOLPHIN, (TYP)

FLOATING BARGE

STA. 20+300

(DELAW

ARE RIVER STATIONING)

STA. 19+548

(DELAW

ARE RIVER STATIONING)

5' OFFSET, (TYP)

EXISTING DOCK, (TYP)

(SEE NOTE 4)

37'

37' 37'

37'

37' 37'

37'

39'39'

39'

39'39'

39'

USS NJ DREDGING AREA

(SEE NOTE 6)

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:

2B U2

L 2

C-

3 P

- U

J D

dw g

, C

N, N

, P

A, P

C-103

PHILADELPHIA

1 PLAN - USS NEW JERSEY DOCK (OPTION 1)1 PLAN - USS NEW JERSEY DOCK (OPTION 1)

NOTES:

1. SEE SHEET C-401 FOR FORT MIFFLIN DISPOSAL AREA PLANS.

2. SEE SHEET C-001 FOR GENERAL INFORMATION.

3. SEE SHEET C-302 FOR SECTIONS.

4. DAMAGE TO THE EXISTING DOCK DUE TO THE DREDGING BY

THE CONTRACTOR IS TO BE REPAIRED AT NO ADDITIONAL

COST TO THE GOVERNMENT.

5. NOTIFY NEW JERSEY ONE CALL (800) 272-1000 FOR

MARK-OUT/LOCATION OF UTILITY LINES THREE BUSINESS

DAYS PRIOR TO PERFORMANCE OF WORK.

6. SOUNDINGS IN VICINITY OF USS NJ WILL BE SURVEYED BY

GOVERNMENT, AND WILL BE PROVIDED AFTER AWARD.NORTH

PLAN

C-302

45'

100 200 300 -40-40

400 500 600 700 800

-35

-30

-35

-30

-20

-25

-15

-10

-5

-20

-15

-10

-5

AS #2

190'

ELEV. -16

5' OFFSET, (TYP)5' OFFSET, (TYP)

5' OFFSET, (TYP)

H (F

EXISTING BOTTOM

EDGE OF EXISTING DOCK, (TYP)

AS #1

195'

EXISTING BOTTOM

-25 ELEV. -25

ELEV. -17

ELEV. -26

NORTH PIER

MCFARLAND PIER

ELEV. -15

ELEV. -16

AS #3

181'

25'

-10

OFFSET (FT)

EXISTING BOTTOM

H (F

-15

-25

-30

-20

-5

90 10040 80706050302010

10' OFFSET

110 120 130 140

ELEV. -10

ELEV. -11

ELEV. -16

ELEV. -17

ELEV. -5

ELEV. -6

APPROX. EDGE OF RAMP

(SEE NOTE 4 & 5)

50'65'

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:

2B U2

L 2

C-

1 S

- F

LIN

.dw g

, C

N, N

, P

A, P

C-301

PHILADELPHIA

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-401 FOR FORT MIFFLIN DISPOSAL AREA.

3. THE UNDERWATER LOCATION/LIMITS OF BOAT RAMP AND TOE OF RIPRAP SLOPE

PROTECTION ARE UNKNOWN. CONTRACTOR SHALL FIELD LOCATED BOTH AND

AVOID DREDGING IN THESE LOCATIONS. COORDINATE ANY DISCREPANCIES OR

ISSUES WITH THE COR PRIOR TO COMMENCEMENT OF ANY WORK.

4. DAMAGE DUE TO THE DREDGING OR RELOCATION OF PIERS AND/OR BARGES BY

THE CONTRACTOR IS TO BE REPAIRED AT NO ADDITIONAL COST TO THE

GOVERNMENT.

NOTES:

1 CROSS SECTION - FORT MIFFLIN DOCKS1 CROSS SECTION - FORT MIFFLIN DOCKS

2 CROSS SECTION - BOAT RAMP2 CROSS SECTION - BOAT RAMP

-20

OFFSET (FT)

H (F

-25

-35

-40

-30

-5

-15

-10

80 9030 7060504020100

EXISTING BOTTOM

ELEV. -37

ELEV. -39

H (F

130 170160150140120110100

-20

OFFSET (FT)

H (F

-25

-35

-40

-30

-5

-15

-10

80 9030 7060504020100

EXISTING BOTTOM

ELEV. -37

ELEV. -39

H (F

100 110 120

LIMIT OF DREDGING

5' OFFSET, (TYP)

-40-40

-35

-30

-35

-30

-20

-25

-15

-10

-5

-20

-25

-15

-10

-5

H (F

EXISTING DOCK, (TYP)

0102030405060708090100110120130140150160 -10

EXISTING BOTTOM

ELEV. -37

ELEV. -39

OFFSET (FT)

H (F

170180190

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:

2B U2

L 2

C-

2 S

- U

dw g

, C

N, N

, P

A, P

C-302

PHILADELPHIA

2 CROSS SECTION - OPTION 12 CROSS SECTION - OPTION 1 1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-401 FOR FORT MIFFLIN DISPOSAL AREA.

3. SEE SHEET C-103 FOR USS NEW JERSEY SITE PLAN.

4. DAMAGE TO THE EXISTING DOCK DUE TO THE

DREDGING BY THE CONTRACTOR IS TO BE REPAIRED

AT NO ADDITIONAL COST TO THE GOVERNMENT.

NOTES:

3 CROSS SECTION - OPTION 13 CROSS SECTION - OPTION 1

1 TYPICAL SECTION - OPTION 11 TYPICAL SECTION - OPTION 1

23.63

25.40

24.32

23.87

24.64

24.49

28.62

29.43

28.84

27.6720.34

21.06

21.30

22.36

22.19

23.34

27.01

27.58

27.04

27.44

26.55

27.67

26.78

26.62

27.18

22.94

20.64

24.97

25.50

25.64

25.40 26.20

26.12

26.47

26.69

26.41

41.72

42.69

42.65

42.29 43.78

42.88 42.2941.95

44.40 44.32

44.90

45.09

42.78 42.97

43.58

43.83

42.93

43.58

38.34

38.61

42.27

42.04

42.69 42.70

41.53

41.66

40.83

41.21

39.62

39.90

39.15

39.30 39.03

39.28

41.49

41.49 42.80

42.46 EXISTING SLUICE

(NOT AVAILABLE

FOR USE)

EXISTING

GATE

1.33

12.72

7.49 7.07

5.46

5.63

8.12

7.47 6.52

12.38

11.82

12.82

11.14

11.41

16.13

13.30

15.14

14.38

40.78

11.67

12.71

11.96

31.65

50.07

36.70

11.89

12.50

26.27

7.63

8.24

6.73

7.8217.29

9.23

7.52

9.37

4.69

5.76

6.75

12.35

11.56

11.05

11.48

12.13

40.71

24.80

21.49

22.58

31.09

26.72

26.6625.44

30.36 29.59

29.41

30.06

24.16

42.60

14.84

33.83

39.44 25.64

40.26

26.76

16.51

8.42

26.15

25.82 43.17

41.38

28.70

11.10

11.59

32.99

26.09

28.88

33.85

29.79

22.95

26.94EXISTING SLUICE

(NOT AVAILABLE

FOR USE)

24.43 23.40

23.02

37.76

40.33 30.48 26.17

25.49

22.66

25.48

28.57

28.95

30.26

29.66

42.55

40.66

40.91

22.40

25.02

41.16

42.72

31.25

32.25 31.60

39.88

42.68

7.82

8.30

8.24

7.02

28.20 28.20

29.85

37.62

39.61

39.32

23.06

26.50

40.17

40.89

39.81

29.17

22.44

39.67

27.40

33.13 9.25

25.58

23.90

24.17

23.48

23.89

25.64 23.09

22.99

23.22

25.25

25.31

10.88

18.98

19.19

19.79

20.16

7.71

7.66

11.06

19.49

16.58

16.037.45

18.34

8.11 7.21

8.57

13.47

17.32

8.20

7.44

6.93

12.54

6.95

27.06

40.43

12.78

13.61

22.62

21.60

21.57

21.04 21.10

5.32

21.41

22.32

15.76

1.81

9.65

18.57

18.62

14.08

10.20

11.23

4.70

2.37

1.84

7.86 7.39

10.17

9.39

9.72

8.66

7.03

6.89

2.73

4.93 15.42

6.83

7.27

8.30 7.29

7.52

1.01

1.94

2.43

5.15

0.82

1.52

1.67

3.18

1.47

2.98

0.77

1.07 4.75

6.17

2.11

3.44

4.83

3.46

5.73

17.05

17.45

17.54

17.05

17.28 17.26

18.59

6.81

13.65

2.58

14.63

9.66

8.086.91

7.32

30.95 36.32

35.88

36.29

34.78

34.60

4.80

6.95

4.60 3.29

6.24

6.12 4.67 4.17

6.70

1.87

4.35

4.61 6.94

3.39

7.33 7.25

2.36

3.03 2.76

8.87

17.58

19.45

19.33

2.52

8.18

8.34

10.28

7.87

7.71 5.53

7.78

7.72

8.12

12.14

12.40

9.077.61

6.91

7.27

8.38

8.33

7.51

22.57

24.82

30.91

8.69

2.42

1.75

2.15-1.66

2.14

6.86 4.81

-0.320.75

3.06

11.33

15.08

20.64

0.72

8.33

0.49

0.62

7.05 4.88

7.88

33.28 30.96

20.1219.42

31.96

29.25

3.32

2.16

FORT MIFFLIN ROAD

(NOT AVAILABLE FOR USE)

E 292000

E 293000

E 294000

E 295000

E 296000

N 386000

N 385000

N 384000

N 383000

N 382000

N 381000

N 380000E 292000

E 293000

E 294000

E 295000

E 297000

SMB-29

DENSE VEGETATION

SMB-37

SMB-38

SMB-36

SMB-39

DELAWARE RIVER

N 382000 N 383000

N 381000

E 296000

N 380000

DISCHARGE PIPE

LIMITS

EXISTING

BAFFLE

DIKE

EXISTING SLUICE OUTFALL

PIPES (NOT AVAILABLE FOR USE)

EXISTING LOADING FACILITY

(NOT RELATED TO THIS

CONTRACT)

EXISTING SLUICE

(AVAILABLE FOR USE)

ACCESS ROAD

FORT MIFFLIN NORTH PIER

(NOT AVAILABLE FOR USE)

NAVY PIER

(NOT AVAILABLE FOR USE)

AREA A (NOT AVAILABLE

FOR THIS CONTRACT)

AREA C (AVAILABLE FOR

THIS CONTRACT)

AREA B (NOT AVAILABLE

FOR THIS CONTRACT)

EXISTING BAFFLE

DIKE

ACCESS ROAD

(AVAILABLE FOR USE)

INSTRUMENTATION COORDINATES

INSTRUMENT # NORTHING EASTING

SMB-29

SMB-36

SMB-37

385424 383512 385090

296559 296184 296540

SMB-39 385124 296744

SMB-38 385100 296659

DREDGE PIPE

EXISTING ACCESS ROAD

25' 5' 25'

CRUSHED AGGREGATE RAMP

FULL WIDTH OF ACCESS ROAD. PLACE AND COMPACT

IN HORIZONTAL LIFTS, MAX. THICKNESS OF 12 INCHES.

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:

2B U2

L 2

C-

1 P

- F

LIN

L A

dw g

L A

, C

N, N

, P

A, P

C-401

PHILADELPHIA

1 PLAN - FORT MIFFLIN DISPOSAL AREA1 PLAN - FORT MIFFLIN DISPOSAL AREA

NTS2 ROAD CROSSING2 ROAD CROSSING

NORTH

PLAN

GENERAL NOTES - DISPOSAL AREAS:

1. SEE SHEET C-001 FOR GENERAL DISPOSAL AREA NOTES.

2. FOR DREDGE PIPE ROAD CROSSING, SEE DETAIL 2 THIS SHEET,

3. EXISTING DIKES AROUND AREA C ARE THE CONTRACTOR WORK LIMITS.

4. FOR BIDDING PURPOSES, ASSUME DISCHARGE LIMITS INTO AREA C ARE AS SHOWN. APPROVAL FOR MODIFICATION TO THE DISCHARGE LIMITS SHOWN MUST BE GRANTED BY THE CONTRACTING OFFICER

PRIOR TO MODIFICATION.

5. TOP OF DIKE SURVEY FOR AREA C WAS PERFORMED IN FEBRUARY 2022. INFORMATION DEPICTED ON THIS DRAWING CAN ONLY BE CONSIDERED INDICATIVE OF THE SITE CONDITIONS AS THEY EXISTED AT

THAT TIME.

Sheets and Views

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

C-001 GENERAL INFORMATION SHEET

C-101 GENERAL PLAN

C-102 PLAN - FORT MIFFLIN DOCKS

C-103 PLAN - USS NEW JERSEY DOCK

C-301 SECTIONS - FORT MIFFLIN DOCKS

C-302 SECTIONS - USS NEW JERSEY DOCK

C-401 PLAN - FORT MIFFLIN DISPOSAL AREA

	2024-07-18T11:47:29-0400
MOFFATT.BARBARA.F.1228997893

	2024-07-18T12:21:27-0400
SCHWAIGER.ANDREW.J.1386616422

File details come from the government source that posted it. Updated Aug 16, 2024.