W912BU-19-B-0011_Dwgs-AM1.pdf

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Maintenance Dredging, Fairless Turning Basin, Delaware River, Philadelphia to Trenton
Solicitation number
W912BU-19-B-0011
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GENERAL NOTES:

1. THE EXISTING SOUNDINGS SHOWN ARE A RESULT OF SURVEYS CONDUCTED ON JUNE 20, 2019 AND CAN

ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

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

3. VERTICAL REFERENCE - ALL DEPTHS SPECIFIED FOR DREDGING ARE REFERENCED TO MEAN LOWER LOW

WATER (MLLW). SEE DATA REFERENCE ON THIS SHEET.

4. NOAA'S TIDAL EPOCH - 1983-2001.

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

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

GENERATION.

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

MANUAL EM1110-2-1003, DATED NOVEMBER 30, 2013 FOR NAVIGATION AND DREDGING SUPPORT

SURVEYS.

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

PHILADELPHIA DISTRICT CORPS OF ENGINEERS SURVEY BRANCH POC, STEVE FARRELL, AT (215)

656-6970.

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

BE USED FOR NAVIGATION.

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

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

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

SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X X

H: X

SCALE IN FEET/METERS

(TYPICAL BAR SCALE)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL BAR SCALE)

PRIMARY

SCALE

EXTENSION

SCALE

X X X XX

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FIN FINISH PIV POST INDICATOR VALVE

AFF ABOVE FINISHED FLOOR FL FLOOR RAD RADIUS

BD BOARD FM FORCE MAIN REINF REINFORCEMENT

BIT BITUMINOUS FT

FOOT, FEET

REM REMOVABLE

BL\B BASE LINE FTG FOOTING ROW RIGHT OF WAY

BLDG BUILDING G GROUND S SOUTH

BM BEAM GOVT GOVERNMENT SCH SCHEDULE

BMP BEST MANAGEMENT PRACTICE GR GRADE SECT SECTION

BOT BOTTOM HORIZ HORIZONTAL SPEC SPECIFICATION

BVCE BEGINNING OF VERTICAL CURVE ELEVATION HS HIGH STRENGTH SPRT SUPPORT

BVCS BEGINNING OF VERTICAL CURVE STATION HT HEIGHT SQ SQUARE

C CENTERLINE HVY HEAVY SST STAINLESS STEEL

CMU CONCRETE MASONRY UNIT IN INCH STA STATION

CO CLEAN OUT INSUL

INSULATION, INSULATED

STD STANDARD

COL COLUMN IINT INTERIOR STRUCT STRUCTURAL

CONC CONCRETE INV INVERT SUSP SUSPENDED

CONSTR CONSTRUCTION LL LIVE LOAD SYS SYSTEM

CONT CONTINUOUS LP LOW POINT TEMP TEMPORARY

CTRL CONTROL LT LIGHT TD TRENCH DRAIN

CWL CONTRACTOR WORK LIMITS LVC LENGTH OF VERTICAL CURVE TDO TRENCH DRAIN OUTLET PIPE

DET DETAIL JCT JUNCTION TELE TELEPHONE

DGA DENSE GRADED AGGREGATE MATL MATERIAL TOPO TOPOGRAPHY

DIA\ DIAMETER MAX MAXIMUM TYP TYPICAL

DIM DIMENSION MIN MINIMUM UD UNDERDRAIN

DL DEAD LOAD MISC MISCELLANEOUS UDO UNDERDRAIN OUTLET PIPE

DWG DRAWING

(N)

NEW 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\(E)

EXISTING PI POINT OF INFLECTION W WEST

EXP

EXPANSION, EXPOSED

PIV POINT OF VERTICAL INFLECTION WL WATER LEVEL

EXP JT EXPANSION JOINT POT POINT OF TANGENT WS WATER SURFACE

EXT EXTERIOR PMP PROBABLE MAXIMUM PRECIPITATION W/O WITHOUT

FIG FIGURE SINGLE PNL PANEL

FDTN FOUNDATION PSF POUNDS PER SQUARE FOOT

L

L

DIRECTION OF

MAGNETIC NORTH

NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

MLLW

ELEV. 0.00 (NAVD 88)

DELAWARE RIVER DATUM REFERENCE

PENN RANGE & NEWBOLD RANGE

STA. 119+400.85 TO STA.124+667

N.T.S.

DREDGING LEGEND

CHANNEL CENTERLINE

DD/MMM/YYYY DD/MMM/YYYY

APPROXIMATE BORDERS OF GOVERNMENT

OWNED DISPOSAL AREAS TO BE USED IN

CONTRACT

APPROXIMATE LOCATION OF

WORK

DATE OF SURVEYS

REQUIRED DREDGING

ALLOWABLE OVERDEPTH

COORDINATE - NORTHING AND EASTING

A.S. #1

ACCEPTANCE SECTION

86.77

SPOT ELEVATION

EXISTING INCLINOMETER

EXISTING HORIZONTAL CONTROL POINT/BENCHMARK

EXISTING BOTTOM

EXISTING PIEZOMETER

EXISTING SLUICE

39.5

SOUNDING (FEET)

EEF-3

CROSS SECTION LEGEND

VEGETATION

EXISTING FENCE

EXISTING GUARDRAIL

RAILROAD TRACKS

EXISTING LIGHT POLE

SWAMP

TREE

EXISTING UTILITY POLE

WATER LINE

MSL

D

2 3

C

4 5

A

B

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

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SHEET NUMBER

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P H

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A

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LP

H

IA

V S

T V

S T

G M

G D

A N

N T

S a

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

N

G E

N 474,458.46

E 421,150.46

D E

L A

W A

V

E R

420,000

N E

W B

O

N

G E

420,500

.1

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

.0

LIMIT OF TURNING BASIN

EXISTING BULKHEAD

LIMIT OF TURNING BASIN

D

E

L

A

W

A

V

E

R

EXISTING BULKHEAD

A

S

C H

A N

N E

L L

IM

IT

S

420,000

421,000

421,500

422,000

421,000

1HA

2HA

3HA

D

2 3

C

4 5

A

B

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

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A T

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N

N

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F I

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C O

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SHEET NUMBER

B Y

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S C

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C-102

PHILADELPHIA

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA.

3. SEE SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEET.

100'100' 050'

SCALE IN FEET

PLAN - FAIRLESS TURNING BASIN GEOMETRY

a a

421,000

421,500

422,000

420,000

420,500

420,000

420,500

421,000

421,500

422,000

P E

N

G E

N E

W

B O

N

G E

A

S

R

V

E

Y

EXISTING BULKHEAD

C H

A N

N E

L L

IM

IT

S

DELAWARE RIVER CHANNEL

CENTERLINE

1HA

3HA

2HA

D E

L A

W A

V

E R

FAIRLESS TURNING BASIN

CENTERLINE

LIMIT OF TURNING BASIN

FEDERAL CHANNEL LIMIT

OF TURNING BASIN

C-301

C-301

C-301

LIMIT OF TURNING BASIN

D

2 3

C

4 5

A

B

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

I O

N

N

U M

B E

R

F I

M

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M A

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D W

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C O

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SHEET NUMBER

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C-103

PHILADELPHIA

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-401 FOR MONEY ISLAND DISPOSAL AREA.

3. SOUNDINGS HAVE BEEN PLOTTED USING A MINIMUM DEPTH WITHIN A 30x30 CELL, SHIFTED TO THE CELL'S CENTER.

PLAN - FAIRLESS TURNING BASIN

PLAN - FAIRLESS TURNING BASIN

a a a

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