W912BU19B0010-Dwgs.pdf

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Attached to
Wilmington Harbor Maintenance Dredging Federal contract opportunity
Solicitation number
W912BU19B0010
Issued by
Department of the Army Corps of Engineers Engineering District Philadeplhia

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NORTH

PLAN

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

CHRISTINA RIVER, DELAWARE

WILMINGTON HARBOR

RTA SUBMITTAL 17 MAY 2019

IFB W912BU-19-B-0010

VICINITY MAP

PROJECT

LOCATION

SCALE IN MILES

205 10 40

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001

COVER SHEET

CIVIL

C-001

GENERAL INFORMATION SHEET

C-101

PLAN - GENERAL

C-102

PLAN - STA. 0+000 TO STA. 6+236 GEOMETRY

C-103

PLAN - STA. 0+000 TO STA. 6+236

C-301

WILMINGTON HARBOR TYPICAL SECTIONS

C-302

WILMINGTON HARBOR TYPICAL SECTIONS

C-401

PLAN - PEDRICKTOWN NORTH DISPOSAL AREA

LOCATION MAP

OF WORK

LOCATION

SCALE IN MILES

20.5 1 4

NORTH

PLAN

AutoCAD SHX Text

CHESAPEAKE BAY

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CAPE HENLOPEN

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BETHLEHEM

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BELTZVILLE

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LAKE

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PHILADELPHIA

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SUSQUEHANNA RIVER

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WILMINGTON

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LANCASTER

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PA

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MD

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DOVER

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DEL

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MD

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READING

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BLUE MARSH

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LAKE

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SCHUYLKILL RIVER

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POTTSVILLE

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ALLENTOWN

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LEHIGH RIVER

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TRENTON

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CAPE MAY

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DELAWARE BAY

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CAMDEN

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NORRISTOWN

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EASTON

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DELAWARE RIVER

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ATLANTIC

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CITY

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NEW

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YORK

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CITY

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OCEAN

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ISLAND

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LONG BEACH

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BRIGANTINE

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ATLANTIC OCEAN

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BARNEGAT INLET

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CANAL

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MANASQUAN INLET

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NEW JERSEY

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PENNSYLVANIA

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DELAWARE

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ATLANTIC COUNTY

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CUMBERLAND COUNTY

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CAPE MAY COUNTY

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OCEAN COUNTY

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CAMDEN COUNTY

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MARYLAND

DREDGING LEGEND

BUOY MARKERS

CHANNEL CENTERLINE

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 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

CMU CONCRETE MASONRY UNIT HVY HEAVY SST STAINLESS STEEL

CO CLEAN OUT IN INCH STA STATION

COL COLUMN INSUL

INSULATION, INSULATED

STD STANDARD

CONC CONCRETE IINT INTERIOR STRUCT STRUCTURAL

CONSTR CONSTRUCTION INV INVERT SUSP SUSPENDED

CONT CONTINUOUS LL LIVE LOAD SYS SYSTEM

CTRL CONTROL LP LOW POINT TEMP TEMPORARY

CWL CONTRACTOR WORK LIMITS LT LIGHT TD TRENCH DRAIN

DET DETAIL LVC LENGTH OF VERTICAL CURVE TDO TRENCH DRAIN OUTLET PIPE

DGA DENSE GRADED AGGREGATE JCT JUNCTION TELE TELEPHONE

DIA DIAMETER MATL MATERIAL TOPO TOPOGRAPHY

DIM DIMENSION MAX MAXIMUM TYP TYPICAL

DL DEAD LOAD MIN MINIMUM UD UNDERDRAIN

DWG DRAWING MISC MISCELLANEOUS UDO UNDERDRAIN OUTLET PIPE

E EAST N NORTH UE UNDERGROUND ELECTRIC

EA EACH NLT NOT LESS THAN UGND UNDERGROUND

ECM EROSION CONTROL MAT NTS NOT TO SCALE UNO UNLESS NOTED OTHERWISE

EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UOP UNDERDRAIN OUTLET PIPE

EL ELEVATION OD OUTSIDE DIAMETER UXO UNEXPLODED ORDINANCE

ELEC ELECTRIC OH OVERHEAD VB VINYL BASE

EOP EDGE OF PAVEMENT OPG OPENING VC VERTICAL CURVE

EOS EDGE OF SHOULDER OPP OPPOSITE VCT VINYL COMPOSITION TILE

EQ EQUAL PC POINT OF CURVE VOL VOLUME

EQUIP EQUIPMENT PD PAVEMENT DRAIN VERT VERTICAL

EXH EXHAUST PI POINT OF INFLECTION VTR VENT THROUGH ROOF

EXIST PI POINT OF INFLECTION W/ WITH

EXP

EXPANSION, EXPOSED

PIV POINT OF VERTICAL INFLECTION W WEST

EXP JT EXPANSION JOINT POT POINT OF TANGENT WL WATER LEVEL

EXT EXTERIOR PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE

FIG FIGURE SINGLE PNL PANEL W/O WITHOUT

FDTN FOUNDATION PSF POUNDS PER SQUARE FOOT

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

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

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

X

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

REQUIRED DREDGING

ALLOWABLE OVERDEPTH

COORDINATE - NORTHING AND EASTING

A.S. #1

ACCEPTANCE SECTION

EXISTING LIGHTS

86.77

SPOT ELEVATION

EXISTING INCLINOMETER

EXISTING HORIZONTAL CONTROL POINT/BENCHMARK

EXISTING BOTTOM

EXISTING PIEZOMETER

EXISTING SLUICE

39.5

SOUNDING VALUE

BOTTOM SAMPLE LOCATION

38' MINOR CONTOUR

35' MAJOR CONTOUR

EXISTING BULKHEAD

ROAD CENTERLINE

EEF-3

CROSS SECTION LEGEND

EXISTING RAILROAD

MLLW

ELEV. 0.00 (NAVD 88)

TIDAL/DATUM REFERENCE

WILMINGTON HARBOR

1. THE EXISTING SOUNDINGS SHOWN ARE A RESULT OF SURVEYS CONDUCTED IN JULY 31, 2018 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.

GENERAL NOTES:

D

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WILMINGTON HARBOR SOUTH

DISPOSAL AREA (NOT AVAILABLE FOR USE)

PEDRICKTOWN SOUTH

DISPOSAL AREA

(NOT AVAILABLE FOR USE)

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WILMINGTON HARBOR NORTH

DISPOSAL AREA

(NOT AVAILABLE FOR USE)

C H

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TIN

A R

IV

ER

LOCATION OF REQUIRED

DREDGING

PEDRICKTOWN NORTH

DISPOSAL AREA

(AVAILABLE FOR USE)

(SEE SHEET C-401)

OLDMANS DISPOSAL AREA

(NOT AVAILABLE FOR USE)

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C-101

PHILADELPHIA

NORTH

PLAN

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. AVAILABLE DISPOSAL AREA IS PEDRICKTOWN NORTH. SEE SHEET C-401 FOR DETAILS.

NOTES:

GENERAL PLAN - STA. 115+000 TO STA. 270+000

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2000'

326,000

325,000

324,000

323,000

322,000

326,000

324,000

323,000

322,000

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DSWA LANDFILL

WILMINGTON HARBOR NORTH DISPOSAL AREA

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325,000

321,000

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B

(NOT AVAILABLE UNDER THIS CONTRACT)

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R

(NOT AVAILABLE UNDER THIS CONTRACT)

R "2"

FLASH

EBB

TIDE

"TERMINAL WEST

1966 - 1984"

BELLEVUE RANGE

REAR LIGHT

A

A

BELLEVUE RANGE

REAR LIGHT

WILMINGTON HARBOR SOUTH DISPOSAL AREA

(NOT AVAILABLE UNDER THIS CONTRACT)

T

U

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N

I

S

I

N

A

A

N 322,758.22

E 208,176.94

N 322,623.70

E 208,135.03

N 323,513.32

E 206,119.95

N 325,460.12

E 202,552.17

N 325,277.14

E 202,471.39

N 325,094.19

E 202,390.61

NORTH CHANNEL

EDGE

SOUTH CHANNEL

EDGE

N 324,479.47

E 204,278.17

CHANNEL ℄

N 324,286.11

E 204,220.25

N 324,341.31

E 204,244.50

N 324,815.84

E 204,803.81

N 324,652.34

E 204,381.82

N 324,407.91

E 205,727.78

N 323,247.19

E 208,329.30

N 323,641.43

E 206,176.43

1H

3H

2H

V

A

R

I

E

S

N 323,824.38

E 206,257.21

C

A

B

L

N

C

R

E

"TERMINAL EAST 66

RESET 1984"

CHRISTINA SOUTH

ENTRANCE LIGHT

EDGEMOORE

JETTY LIGHT

"NORTH TWR.

1991"

NORTH CHANNEL

EDGE

SOUTH CHANNEL

EDGE

D

2 3

C

4 5

A

B

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C-102

PHILADELPHIA

1. DREDGING SHALL BEGIN IN A.S. #4 AND PROCEED UPSTREAM TO A.S. #1, UNLESS OTHERWISE DIRECTED BY THE

CONTRACTING OFFICER.

2. SUBMERGED CABLED CONCRETE MATS ARE LOCATED ON THE EXISTING BOTTOM IN THE AREA SHOWN ABOVE. THE

MATS SLOPE FROM THE EXISTING BULKHEAD LINE OF THE SOUTH JETTY AT THE APPROXIMATE ELEVATION -25.0

APPROXIMATELY 60 FEET IN THE DIRECTION OF THE CHANNEL TO ELEVATION -40.0 DURING DREDGING OPERATIONS, ALL PRECAUTIONS NECESSARY TO AVOID CONTACT WITH THE GOVERNMENT-OWNED CONCRETE MAT REVETMENT

SHALL BE TAKEN.

3. THIS IS A CONTOUR DREDGING CONTRACT.

4. SEE SHEET C-401 FOR PEDRICKTOWN NORTH DISPOSAL AREA PLAN.

NOTES

NORTH

PLAN

PLAN - STA 0+000 TO STA. 6+236 GEOMETRY

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L

322,000

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DSWA LANDFILL

WILMINGTON HARBOR NORTH DISPOSAL AREA

S

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H

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A

D

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325,000

321,000

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(NOT AVAILABLE UNDER THIS CONTRACT)

(NOT AVAILABLE UNDER THIS CONTRACT)

"TERMINAL WEST

1966 - 1984"

BELLEVUE RANGE

REAR LIGHT

A

A

WILMINGTON HARBOR SOUTH DISPOSAL AREA

(NOT AVAILABLE UNDER THIS CONTRACT)

T

U

R

N

I

S

I

N

SOUTH CHANNEL

EDGE

2H

A

A

"TERMINAL EAST 66

RESET 1984"

CHRISTINA SOUTH

ENTRANCE LIGHT

F

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A

T

I

C

K

"NORTH TWR.

1991"

EDGEMOORE

JETTY LIGHT

C

A

B

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N

C

R

E

C-301

NORTH CHANNEL

EDGE

BELLEVUE RANGE

REAR LIGHT

R "2"

FLASH

EBB

TIDE

C-302

C-302

C-301

C-301

C-302

C-301

CHANNEL ℄

SOUTH CHANNEL

EDGE

NORTH CHANNEL

EDGE

D

2 3

C

4 5

A

B

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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T E

S O

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I T

A T

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SHEET NUMBER

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C-103

PHILADELPHIA

1. 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.

2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON JULY 31, 2018 AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

3. SOUNDINGS AND CONTOURS WERE SELECTED FOR PLOTTING PURPOSES ONLY, USING THE MINIMUM DEPTH OCCURRING EVERY 18 FEET

AND KEPT AT IT'S NOMINAL LOCATION.

4. HYPACK, INC. SOFTWARE WAS USED TO PERFORM THE SOUND SELECTION AND CONTOUR GENERATION.

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

6. 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 FEAUTURES. TEMPORAL CHANGES MAY HAVE OCCURRED

SINCE THIS DATASET WAS COLLECTED AND SOME PARTS OF THE DATA MAY NO LONGER BE AN ACCURATE REPRESENTATION OF THE

SURFACE CONDITIONS.

7. SEE SHEET C-401 FOR PEDRICKTOWN NORTH DISPOSAL AREA PLAN.

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

9. SEE SPECIFICATIONS FOR ABSTRACT OF BOTTOM SAMPLES.

NOTES:

NORTH

PLAN

PLAN - STA 0+000 TO STA. 6+236

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