W912BU22B0005-Dwgs.pdf

PDF 27 MB Posted Mar 17, 2022

Attached to: Maintenance Dredging, Delaware River, Philadelphia to Trenton
Solicitation number: W912BU22B0005
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity solicitation is for maintenance dredging of the Delaware River and Fairless Turning Basin between Philadelphia and Trenton. The Army Corps of Engineers, Philadelphia District, intends to award a firm fixed price contract to dredge approximately 500,000 cubic yards of sediment from the main navigation channel and turning basin. Work will include hydraulic dredging and placement of dredged materials in the Biles Island Disposal Area in Falls Township, Pennsylvania. The base contract requires dredging the river and turning basin to a depth of 41 feet below the mean low water datum plus one foot allowable overdepth. An optional additional area may also be dredged to a depth of 25 feet below the datum plus one foot overdepth. The base contract performance period is 120 calendar days from notice to proceed, with an additional 30 days if the optional work is awarded. Dredging in the river must be completed between July 1 and December 31, and in the turning basin between July 1 and March 15 due to environmental restrictions.

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Other files

File	Type	Posted
Abstract of Offers_W912BU22B0005 Phila to Trenton Dredge.pdf	PDF	May 5, 2022
W912BU22B0005_SPECS-AM0004.pdf	PDF	Apr 27, 2022
W912BU22B0005_SPECS-AM0003.pdf	PDF	Apr 22, 2022
W912BU22B0005_Amendment 0002.pdf	PDF	Apr 14, 2022
W912BU22B0005_SPECS-AM0001.pdf	PDF	Apr 8, 2022
W912BU22B0005-Specs.pdf	PDF	Mar 17, 2022

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US Army Corps of Engineers

DISTRICT

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

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PHILADELPHIA

MAINTENANCE DREDGING

PHILADELPHIA, PENNSYLVANIA TO TRENTON, NEW JERSEY

DELAWARE RIVER

RTA - 17 MAR 22

W912BU22B0005

DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001 COVER SHEET

CIVIL

C-001

GENERAL INFORMATION SHEET

C-101

PLAN - GENERAL

C-102

PLAN - STA. 109+400 TO STA. 117+000

C-103

PLAN - STA. 117+000 TO STA. 125+000

C-104

PLAN - FAIRLESS TURNING BASIN

C-105

PLAN - FAIRLESS TURNING BASIN GEOMETRY

C-301

CHANNEL SECTIONS

C-302

FAIRLESS TURNING BASIN SECTIONS

C-401

PLAN - BILES ISLAND DISPOSAL AREA

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

ACTING 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.

LOCATION MAP

OF WORK

LOCATION

SCALE IN MILES

VICINITY MAP

LOCATION

OF PROJECT

SCALE IN MILES

5012.5 25 100 1.25 .5 2

DREDGING LEGEND

COORDINATE - NORTHING AND EASTING

A.S. #8

ACCEPTANCE SECTION

BUOY MARKERS

CHANNEL CENTERLINE

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

DD/MMM/YYYY DD/MMM/YYYY

APPROXIMATE BORDERS OF GOVERNMENT

OWNED DISPOSAL AREAS TO BE USED IN

CONTRACT

REQUIRED DREDGING LOCATION

REQUIRED DREDGING

ALLOWABLE

OVERDEPTH

DATE OF

SURVEYS

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 X

H: 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 EXISTING SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED FROM 24 NOVEMBER 2021 TO 02

DECEMBER 2021, AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

EXACT SURVEY DATE IS NOTED ON EACH PLAN SHEET.

2. HORIZONTAL REFERENCE - NAD 83, NEW JERSEY STATE PLANE, ZONE 2900, US SURVEY FEET.

3. SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER (MLLW). SEE DETAILS

ON THIS SHEET FOR THE TIDAL REFERENCE FROM NOAA'S TIDAL EPOCH - 1983-2001.

4. SOUNDINGS WERE SELECTED FOR PLOTTING PURPOSES ONLY USING THE MINIMUM DEPTH WITHIN A 30'x30' CELL

AND SHIFTED TO THE CELL'S CENTER. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS USED TO

PERFORM THE SOUNDING SELECTION.

5. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL

EM1110-2-1003, DATED JANUARY 1, 2002 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.

6. QUESTIONS CONCERNING BOTH HORIZONTAL AND VERTICAL CONTROL SHOULD BE DIRECTED TO PHILADELPHIA

DISTRICT CORPS OF ENGINEERS SURVEY BRANCH POC, STEPHEN FARRELL, AT (215) 656-6790.

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

FOR NAVIGATION.

8. FOR CHANNEL CENTERLINE GEOMETRY, SEE THE CONTRACT SPECIFICATIONS.

GENERAL NOTES - DISPOSAL AREAS:

1. THE GOVERNMENT FURNISHED DISPOSAL AREAS AVAILABLE FOR USE UNDER THIS CONTRACT IS BILES

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

2. THE END OF ALL DISCHARGE PIPES SHALL BE LOCATED INSIDE THE DISPOSAL AREA LIMITS AS SPECIFIED

IN THE CONTRACT SPECIFICATIONS SECTION 35 20 23. PIPE SHALL BE LOCATED SUCH THAT THE

DISCHARGE DOES NOT SCOUR THE SLOPE FACE OR THE TOE-OF-SLOPE OF THE DISPOSAL AREA DIKE IN

THE VICINITY OF THE DISCHARGE AREA.

3. 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.

4. SHOULD THE CONTRACTOR DESIRE TO MODIFY THE DISCHARGE LIMITS SHOWN, APPROVAL MUST BE

GRANTED BY THE CONTRACTING OFFICER PRIOR TO MODIFICATION.

5. TOPOGRAPHY SHOWN WAS GENERATED USING PHOTOGRAMMETRIC METHODS BASED ON AERIAL

PHOTOGRAPHY DATED JANUARY 07, 2021. CONTOURS (2 FOOT INTERVAL) AND SPOT ELEVATIONS SHOWN

CAN ONLY BE CONSIDERED INDICATIVE OF THE SITE CONDITIONS AS THEY EXISTED AT THAT TIME.

EARTHWORK ACTIVITIES HAVE TAKEN PLACE SINCE THE DATE OF PHOTOGRAPHY. CONTRACTORS ARE

ENCOURAGED TO VISIT THE SITES WHERE WORK IS TO BE PERFORMED TO ACQUAINT THEMSELVES WITH

EXISTING CONDITIONS THAT COULD AFFECT THE PROJECT COST.

6. VERTICAL DATUM FOR LAND SURVEYS IS BASED ON NATIONAL GEODETIC SURVEY MEAN SEA LEVEL.

7. HORIZONTAL REFERENCE - NAD 83, NEW JERSEY STATE PLANE, ZONE 2900, US SURVEY FEET.

8. THE SOUNDINGS SHOWN IN AREAS 2 THROUGH 4 ARE BASED ON NAVD88.

MLLW

DELAWARE RIVER DATUM REFERENCE

(ROEBLING RANGE)

STA. 110+344.53 TO 112+430.94

N.T.S.

ELEV. 0.00 (NAVD 88)

MLLW

NGS MEAN SEA LEVEL

DELAWARE RIVER DATUM REFERENCE

(PENN RANGE & NEWBOLD RANGE)

STA. 119+400.85 TO 124+667

N.T.S.

ELEV. 0.00 (NAVD 88)

MLLW

DELAWARE RIVER DATUM REFERENCE

(FLORENCE RANGE)

STA. 102+177.92 TO 110+344.53

N.T.S.

ELEV. 0.00 (NAVD 88)

MLLW

DELAWARE RIVER DATUM REFERENCE

(KINKORA RANGE)

STA. 112+430.94 TO 119+400.85

N.T.S.

ELEV. 0.00 (NAVD 88)

EXISTING BOTTOM

CROSS SECTION LEGEND

SPOT ELEVATION

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

CHANNEL LIMIT

CHANNEL CENTERLINE STATIONING

DPT#

TEST PIT

LOCATIONS

2 3

4 5

1 2 3 4 5

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C-001

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TANK

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F L O

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LAN

BORDENTOWN

MONEY ISLAND DISPOSAL AREA

(NOT AVAILABLE IN THIS CONTRACT

A.S. #1

FAIRLESS TURNING BASIN

(SEE SHEETS C-104 & C-105)

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BILES ISLAND

DISPOSAL AREA

(AVAILABLE IN THIS CONTRACT)

(SEE SHEET C-401)

AREA 28A DISPOSAL AREA

(NOT AVAILABLE IN THIS CONTRACT)

A.S. #7 (OPTION 1) -

CHANNEL DREDGING

STA. 123+700 TO STA. 124+677

A.S. #2 -

CHANNEL DREDGING

STA. 122+700 TO STA. 123+700

A.S. #4 -

CHANNEL DREDGING

STA. 117+000 TO STA. 119+500

A.S. #5 -

CHANNEL DREDGING

STA. 114+500 TO STA. 117+000

A.S. #6 -

CHANNEL DREDGING

STA. 109+700 TO STA. 113+019

A.S. #3 -

CHANNEL DREDGING

STA. 121+200 TO STA. 123+700

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C-101

PHILADELPHIA

GENERAL PLAN - STA. 58+657.7 TO STA. 153+040.9

NORTH

PLAN

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469000

470000

471000

472000

473000

C-301

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C-102

PHILADELPHIA

PLAN - STA. 109+400 TO STA. 117+000

NORTH

PLAN

COLOR BAND ELEVATION LEGEND

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-401 FOR BILES ISLAND DISPOSAL AREA PLAN.

3. SEE SHEET C-301 AND C-302 FOR CROSS SECTIONS.

NOTES:

< 35.00

35.00 - 35.99

36.00 - 36.99

37.00 - 37.99

38.00 - 38.99

39.00 - 39.99

41.00 - 41.99

>= 42.00

40.00 - 40.99

N E

W B

O L D

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471000

472000

473000

474000

475000

471000

472000

473000

475000

40' C

HANNEL

A .S

S T

C-301

A .S

P T

S T

C-301

NEWBOLD IS

LAND

S T

A .S

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C-103

PHILADELPHIA

PLAN - STA. 117+000 to STA. 125+000

NORTH

PLAN

COLOR BAND ELEVATION LEGEND

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-401 FOR BILES ISLAND DISPOSAL AREA PLAN.

3. SEE SHEET C-301 AND C-302 FOR CROSS SECTIONS.

NOTES:

< 35.00

35.00 - 35.99

36.00 - 36.99

37.00 - 37.99

38.00 - 38.99

39.00 - 39.99

41.00 - 41.99

>= 42.00

40.00 - 40.99

< 20.00

20.00 - 20.99

21.00 - 21.99

22.00 - 22.99

23.00 - 23.99

24.00 - 24.99

>= 26.00

25.00 - 25.99

COLOR BAND ELEVATION LEGEND (OPTION 1)

420000

420500

421000

421500

422000

420000

420500

421000

421500

422000

C H

A N

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L L

EXISTING BULKHEAD

DELAWARE RIVER CHANNEL

CENTERLINE

FAIRLESS TURNING BASIN

CENTERLINE

LIMIT OF TURNING BASIN

FEDERAL CHANNEL LIMIT

OF TURNING BASIN

LIMIT OF TURNING BASIN

C-302

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C-104

PHILADELPHIA

PLAN - FAIRLESS TURNING BASIN

NORTH

PLAN

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-401 FOR BILES ISLAND DISPOSAL AREA PLAN.

3. SOUNDINGS HAVE BEEN PLOTTED USING A MINIMUM DEPTH

WITHIN A 30'X30' CELL, SHIFTED TO THE CELL'S CENTER.

4. THE EXISTING SOUNDINGS SHOWN ARE A RESULT OF

SURVEYS CONDUCTED ON DECEMBER 13, 2021 AND CAN

ONLY BE CONSIDERED REPRESENTATIVE OF THE

CONDITIONS OCCURRING AT THAT TIME.

NOTES:

COLOR BAND ELEVATION LEGEND

< 35.00

35.00 - 35.99

36.00 - 36.99

37.00 - 37.99

38.00 - 38.99

39.00 - 39.99

41.00 - 41.99

>= 42.00

40.00 - 40.99

420,500

422,000

421,500

E 420,583.52

N 474,596.44

N 474,618.45

E 420,576.58

N 475,143.18

E 420,661.85

N 475,221.40

E 420,909.76

N 474,768.63

E 421,052.60

N 474,509.39

E 420,610.98

N 474,921.80

E 421,614.81

N 475,309.34

E 421,188.50

E 421,059.55

N 474,659.58

E 421,087.01

E 421,779.16

N 474,399.11

E 421,642.36

N 474,834.16

N 474,746.62

P E

G E

N 474,458.46

E 421,150.46

D E

L A

W A

E R

420,000

N E

W B

G E

420,500

FAIRLESS TURNING BASIN

CENTERLINE

N 474,251.40

E 421,215.79

DELAWARE RIVER CHANNEL

CENTERLINE

N 474,939.77

E 421,595.05

FEDERAL CHANNEL LIMIT

OF TURNING BASIN

LIMIT OF TURNING BASIN

EXISTING BULKHEAD

LIMIT OF TURNING BASIN

EXISTING BULKHEAD

C H

A N

N E

L L

420,000

421,000

421,500

422,000

421,000

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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C-105

PHILADELPHIA

PLAN - FAIRLESS TURNING BASIN GEOMETRY

NORTH

PLAN

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-401 FOR BILES ISLAND DISPOSAL AREA PLAN.

3. SEE SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEET.

NOTES:

SECTION STA 118+000 SECTION STA 116+000

SECTION STA 111+500

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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C-301

PHILADELPHIA

A.S. #2 - STA. 122+700 TO STA. 123+700

A.S. #3 - STA. 121+200 TO STA. 123+700

A.S. #4 - STA. 117+000 TO STA. 119+500

A.S. #5 - STA. 114+500 TO STA. 117+000

A.S. #6 - STA. 109+700 TO STA. 113+019

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-102 AND C1-3 FOR PLAN SHEETS.

NOTES:

A.S. #7 - STA. 123+700 TO STA. 124+677 (OPTION 1)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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C-302

PHILADELPHIA

1. THE INFORMATION DEPICTED REPRESENTS THE RESULTS OF SURVEYS MADE ON

DEC 13, 2021 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

2. DREDGING WILL BE REQUIRED TO A DISTANCE OF 25' OUTSIDE THREE TURNING

BASIN EDGES WHEN REQUIRED DREDGING DEPTHS EXIST AT THE EDGE OF THE

BASIN. SEE SHEET C-104 FOR LOCATIONS.

3. NO SIDE OR END SLOPES ARE PERMITTED IN THIS CONTRACT.

NOTES:

A.S. #1 - STA. 0+497

A.S. #1 - STA. 0+216

A.S. #1 - TURNING BASIN CENTERLINE

N 489,000

N 488,000

N 489,000

N 488,000

N 487,000

N 490,000

N 491,000

N 491,000N 491,000

N 492,000

N 491,000

N 490,000

AREA 5

(NOT AVAILABLE FOR

THIS CONTRACT)

AREA 3

(AVAILABLE FOR THIS

CONTRACT)

AREA 2

(AVAILABLE FOR THIS

CONTRACT)

AREA 1

(NOT AVAILABLE FOR

THIS CONTRACT)

AREA 4

(AVAILABLE FOR THIS

CONTRACT)

1.97

2.55

3.86

2.85

4.67

3.35

3.86

W.E.

25' 5' 25'

I N

C O

V E

DRIVING DIRECTION

10 (MAX)

DREDGE PIPE

EXISTING ACCESS ROAD

CRUSHED AGGREGATE RAMP, FULL WIDTH OF

ACCESS ROAD. PLACE AND COMPACT HORIZONTAL

LIFTS, MAX. LOOSE LIFT THICKNESS OF 12".

2 3

4 5

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C-401

PHILADELPHIA

PLAN - BILES ISLAND DISPOSAL AREA

NORTH

PLAN

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE DETAIL 2/C-401 FOR DREDGE PIPE LINE CROSSING.

3. THERE IS NO OUTLET STRUCTURE AT THE BILES ISLAND

DISPOSAL AREA. THE CONTRACTOR SHALL MONITOR/ADJUST

HIS DISCHARGE RATE TO CONTINUOUSLY PROVIDE AT LEAST

2 FEET OF FREEBOARD.

4. DREDGED MATERIALS SHALL BE PUMPED INTO THE AREA

AVAILABLE FOR THIS CONTRACT. THE WATER ELEVATION

(W.E.) IN THE AREA IS AS NOTED ON THE PLAN. DEWATERING

IS NOT REQUIRED.

NOTES:

NTS

TYPICAL DETAIL - DREDGE PIPE LINE CROSSING

Sheets and Views

G-001 COVER SHEET

C-001 GENERAL INFORMATION SHEET

C-101 PLAN - GENERAL

GENERAL PLAN AND SHEET INDEXSTA. 58+657.7 TO STA. 153+040.9

C-102 PLAN - STA. 109+400 TO STA. 117+000

PLAN - STA. 111+000 TO STA. 118+000

C-103 PLAN - STA. 117+000 TO STA. 125+000

Sta 117+400 to Sta 125+000

C-104 PLAN - FAIRLESS TURNING BASIN

PLAN - FAIRLESS

C-105 PLAN - FAIRLESS TURNING BASIN GEOMETRY

PLAN - FAIRLESS TURNING BASIN GEOMETRY

C-301 CHANNEL SECTIONS

A.S. #2 - STA. 123+000

A.S. #3 - STA. 123+600

A.S. #4 - STA. 120+000

A.S. #5 - STA. 116+000

A.S. #6 - STA. 111+500

A.S. #7 - STA. 124+000

C-302 FAIRLESS TURNING BASIN SECTIONS

A.S. #1 - STA. 0+497

A.S. #1 - STA. 0+216

A.S. #1 - TURNING BASIN CENTERLINE

C-401 PLAN - BILES ISLAND DISPOSAL AREA

PLAN - BIELS ISLAND DISPOSAL AREA

TYPICAL DETAIL - DREDGE PIPE LINE CROSSING

	2022-03-15T10:53:31-0400
MOFFATT.BARBARA.F.1228997893

	2022-03-16T07:23:31-0400
CLAPP.CHRISTINE.D.1228846372

File details come from the government source that posted it. Updated Mar 17, 2022.