W912BU19B0004-Dwgs.pdf

PDF 10 MB Posted May 17, 2019

Attached to: Maintenance Dredging Schuylkill River Philadelphia, PA
Solicitation number: W912BU-19-B-0004
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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File	Type	Posted
Amendment_W912BU19B0004-0002.pdf	PDF	Jun 19, 2019
Amendment_W912B-19-B-00040001.pdf	PDF	Jun 13, 2019
W912BU19B0004-Specs.pdf	PDF	May 17, 2019

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LOCATION MAP

SCALE IN MILES

2.5 2.5 5 10

VICINITY MAP

SCALE IN MILES

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OF WORK

PROJECT

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

SCHUYLKILL RIVER, MOUTH TO UNIVERSITY AVE

100% RTA 25MAR2019

IFB W912BU-19-B-0004

DRAWING INDEX

SHEET

NUMBER

DESCRIPTION

GENERAL

G-001 COVER SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-101 GENERAL PLAN

C-102 PLAN - STA. 0+000 TO STA. 7+565 - BASE CONTRACT

C-103 PLAN - STA. 7+565 TO STA. 17+500 - BASE & OPTION 1

C-301 CROSS SECTIONS

C-401 PLAN - FORT MIFFLIN DISPOSAL AREA

OF WORK

LOCATION

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ISLAND

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RHODE

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PROVIDENCE

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ALBANY

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JERSEY

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NEW

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PHILADELPHIA

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ATLANTIC CITY

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CONNECTICUT

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LONG ISLAND

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NEW YORK

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LONG ISLAND SOUND

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HARTFORD

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MASS.

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OCEAN CITY

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WASHINGTON

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CHESAPEAKE BAY

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BAY

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DELAWARE

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NORFOLK

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DELAWARE

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ATLANTIC OCEAN

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BALTIMORE

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BUFFALO

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PENNSYLVANIA

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HARRISBURG

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PITTSBURGH

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LAKE

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ERIE

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ERIE

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CANADA

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ROANOKE

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VIRGINIA

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VIRGINIA

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WEST

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RICHMOND

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MARYLAND

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NEW YORK

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NORTH

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NORTH

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SUBMITTED:

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APPROVED:

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CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

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PETER M. TRANCHIK, P.E.

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THIS PROJECT WAS DESIGNED BY THE

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PHILADELPHIA DISTRICT OF THE U.S.

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ARMY CORPS OF ENGINEERS. THE

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INITIALS OR SIGNATURES AND

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REGISTRATION DESIGNATIONS OF

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INDIVIDUALS APPEAR ON THESE

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PROJECT DOCUMENTS WITHIN THE

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SCOPE OF THEIR EMPLOYMENT AS

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REQUIRED BY ER 1110-1-8152.

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CHIEF, ENGINEERING BRANCH

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ANDREW J. SCHWAIGER, P.E.

DREDGING LEGEND

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FIN FINISH PVI POINT OF VERTICAL INFLECTION

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 POST INDICATOR VALVE 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

APPROXIMATE BORDERS OF

GOVERNMENT OWNED DISPOSAL

AREAS TO BE USED IN CONTRACT

APPROXIMATE LOCATION OF BASE CONTRACT

REQUIRED DREDGING

ALLOWABLE OVERDEPTH

DATE OF SURVEYS

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

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

NORTH SYMBOL

GENERAL NOTES:

AIDS FOR NAVIGATION

SHOAL LIGHT

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

EM1110-2-1003, MOST RECENT VERSION, FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.

2. THE DRAWINGS DO NOT SHOW ALL OF THE UTILITY CROSSINGS. THE CONTRACTOR SHALL CONTACT THE LOCAL

UTILITY COMPANIES TO VERIFY THE LOCATION OF ALL CROSSING IN THE FIELD. MORE DETAILED INFORMATION ON

UTILITY CROSSINGS IS PROVIDED IN SECTION 00 73 00 OF THE SPECIFICATIONS.

3. HORIZONTAL REFERENCE FOR SCHUYLKILL RIVER CHANNEL - NAD 83, PENNSYLVANIA SOUTH STATE PLANE ZONE

3702, U. S. FOOT. HORIZONTAL REFERENCE FOR FORT MIFFLIN DISPOSAL AREA - NAD 83, NEW JERSEY STATE

PLANE COORDINATE SYSTEM.

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

(M.L.L.W). SEE DATUM REFERENCE ON THIS SHEET. VERTICAL REFERENCE FOR FORT MIFFLIN DISPOSAL AREA IS

NAVD88.

5. GEOID 09 AND NOAA TIDAL EPOCH: 1983 - 2001 WERE USED.

6. COLOR CONTOUR BANDS SHOWN WERE GENERATED FOR PLOTTING PURPOSES ONLY, FROM SOUNDINGS USING

THE AVERAGE DEPTH WITHIN A 3'x3' CELL, AND SHIFTED TO THE CELL'S CENTER.

7. COASTAL OCEANOGRAPHIC'S HYPACK, INC. MATRIX SOFTWARE PROGRAM WAS USED TO PERFORM THE

SOUNDING SELECTION AND CONTOUR COLOR BAND GENERATION.

8. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS MADE ON THE DATES

INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

9. THE LIMITS OF THE FEDERAL CHANNEL DEPICT THE MOST CURRENT CHANNEL FRAMEWORK AVAILABLE WHICH

CAN BE DOWNLOADED HERE: http://navigation.usace.army.mil/survey/framework

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

FOR NAVIGATION.

11. 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.

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.

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

DISPOSAL AREA. SEE SHEET C-401 FOR PLAN.

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

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

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

15. SEE SPECIFICATIONS FOR ABSTRACT OF BOTTOM SAMPLES.

BOTTOM SAMPLE

CHANNEL CENTERLINE

EXISTING SUBMARINE UTILITY CROSSING

EXISTING OVERHEAD ELECTRIC

TRANSMISSION LINES W/TOWER

MLLW

ELEV. 0.00 (NAVD 88)

SCHUYLKILL RIVER DATUM REFERENCE

N.T.S.

ACCEPTANCE SECTION LIMITS W/NUMBER

AS-3

HORIZONTAL CONTROL GRID

W/COORDINATES

CHANNEL LIMITS

APPROXIMATE LOCATION OF OPTION WORK

DATUM CONVERSIONS

2 3

4 5

1 2 3 4 5

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C-001

PHILADELPHIA

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DD/MMM/YYYY

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DD/MMM/YYYY

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CLOUD

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NORTH

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PLAN

(NOT AVAILABLE FOR THIS CONTRACT)

2,680,000

2,678,000

2,679,000

2,681,000

2,682,000

ROAD

AREA "C"

15+149.07

2,684,000

2,683,000

2,685,000

2,686,000

2,687,000

(NOT AVAILABLE FOR THIS CONTRACT)

AREA "A"

RANGE NO.2

PARKING

AREA

TANK

WATER

B A

S I N

2,687,000

R E

S E

R V

RANGE NO.10

R A

N G

R A

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2,686,000

R A

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O .9

2,685,000

2,680,000

2,678,000

2,679,000

2,681,000

2,682,000

2,684,000

2,683,000

2,685,000

(1) 14-INCH OIL PIPELINES

(TEXACO EASTERN

TRANSMISSION CORP.)

(3) OIL PIPELINES, 8-,

10- & 12-INCH (GULF

OIL PRODUCTS CO.)

(2) 8-INCH , (7) 2-INCH & (2) 16-INCH

OIL PIPELINES, AND (2) 8-INCH

ELECTRIC CONDUITS (SUNOCO)

AERIAL POWER WIRES

(PHILADELPHIA ELECTRIC CO.)

(2) SEWER LINES (PHILA.

WATER DEPT.) AND (2)

8-INCH PIPES (PHILA.

ELECTRIC CO.)

FORT MIFFLIN DISPOSAL AREA

(SEE SHEET C-401)

SEE SHEET C-103

SEE SHEET C-102

SUBMARINE

CABLES (U.S.

NAVY )

(2) 30-INCH PETROLEUM

PIPELINES (ARCO

PIPELINE CO.)

(8) 12-INCH , (3) 14-INCH &

(1) 16-INCH OIL PIPELINES,

AND (2) 8-INCH ELECTRIC

CONDUITS (SUNOCO)

(2) 6-INCH PIPELINES

(SUNOCO)

SCHUYLKILL

RIVER

AREA "B"

(AVAILABLE FOR THIS CONTRACT)

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

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

3. SEE SPECIFICATIONS FOR UTILITY INFORMATION.

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GENERAL PLAN

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SCALE IN FEET

2,682,000

2,683,000

2,684,000

2,685,000

2,686,000

2,682,000

2,683,000

2,685,000

2,686,000

PHILADELPHIA NAVAL SHIPYARD

0 3

RANGE NO.2

R A

N G

U.S.NAVY CABLES

LAIN AT 40' BELOW M.L.W.

RESERVE BASIN

C-301

FORT MIFFLIN

DISPOSAL AREA

(SEE SHEET C-401)

C-301

N "RB"

JUNCTION

FLOOD TIDE

MATCHLINE

RE: C-103

RE:C-103

NOTE:

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

>33

LEGEND:

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(FT, MLLW)

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C-102

PHILADELPHIA

PLAN - STA. 0+000 TO STA. 7+565 - BASE CONTRACT

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BASE CONTRACT

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31 JAN 19

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29 JAN 19

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NORTH

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PLAN

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2,678,000

2,679,000

2,680,000

2,681,000

2,683,000

2,678,000

2,679,000

2,680,000

2,681,000

2,683,000

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2,682,000

C-301

R "6

NUN

FLOOD TIDE

G "7"

Can

Flood Tide

R "8"

NUN

FLOOD TIDE

N "10"

JUNCTION

FLOOD TIDE

PHILADELPHIA ENERGY SOLUTIONS

(FORMERLY SUNOCO)

C-301

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C-103

PHILADELPHIA

NTS

PLAN - STA. 7+565 TO STA. 17+500 - BASE & OPTION 1

>33

LEGEND:

DEPTH

(FT, MLLW)

NOTES:

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

2. SEE GENERAL PLAN, SHEET C-101, AND SPECIFICATIONS FOR UTILITY INFORMATION.

PLAN - STA. 7+565 TO STA. 17+500 - BASE & OPTION 1

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OPTION 1

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OPTION 1

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BASE CONTRACT

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05 FEB 19

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31 JAN 19

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NORTH

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PLAN

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AutoCAD SHX Text 100'

EL. -33

EL. -34

200'200'

EXISTING BOTTOM

EL. -34

EL. -33

200100 0100200

LIMIT OF WORK

CHANNEL

EL. -33

EL. -34EL. -34

EL. -33

EXISTING BOTTOM

200100 0100200

200'200'

LIMIT OF WORK

CHANNEL

EXISTING BOTTOM

100 0100200

EL. -34

EL. -33

150'

LIMIT OF WORK

CHANNEL

150'

EL. -33

EL. -34

EXISTING BOTTOM

EL. -34

EL. -33

200100 0100200

150'

LIMIT OF WORK

CHANNEL

150'

EL. -33

EL. -34

EXISTING BOTTOM

EL. -34

EL. -33

200100 0100200

150'

LIMIT OF WORK

CHANNEL

150'

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C-301

PHILADELPHIA

NOTE:

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

NTS

SECTION - STA. 2+400

NTS

SECTION - STA 4+600

NTS

SECTION - STA 9+850

NTS

SECTION - STA 12+200 - OPTION 1

NTS

STA 15+500 OPTION 1

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text

AutoCAD SHX Text H

23.63

25.40

24.32

23.87

24.64

24.49

28.62

29.43

28.84

27.67

20.34

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

42.29

41.95

44.40

44.32

44.90

45.09

42.78

42.97

43.58

43.83

42.93

43.58

38.34

38.61

42.46

43.43

44.90

44.65

42.73

42.38

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

42.80

42.46

EXISTING SLUICE

(NOT TO BE USED)

AREA A

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

10.75

11.14

11.41

16.13

28.17

13.30

15.14

14.38

40.78

11.67

12.71

11.96

31.65

30.45

50.07

36.70

11.89

12.50

26.27

7.63

8.24

6.73

7.82 17.29

9.23

7.52

9.37

4.69

5.76

6.75

12.35

11.56

11.05

11.48

12.13

39.78

40.71

24.80

21.49

22.58

31.09

26.72

26.66

25.44

30.36

29.59

29.41

30.06

24.16

40.63

42.60

14.84

33.83

39.44

25.64

40.26

26.76

16.51

8.42

27.70

26.82

26.15

25.82

43.17

41.38

28.70

11.10

11.59

11.27

32.99

26.09

28.88

33.85

29.79

22.95

26.94

EXISTING SLUICE

(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

29.85

37.62

39.61

39.32

23.06

26.50

40.17

40.89

39.81

29.17

22.44

39.67

48.21

20.10

19.96

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

33.54

33.70

30.57

29.88

7.71

7.66

11.06

19.49

16.58

16.03

7.45

18.34

8.11

7.21

8.57

19.72

13.47

17.32

8.20

7.44

6.93

12.54

6.95

42.17

36.87

34.10

27.06

40.43

37.37

35.93

37.21

32.30

12.78

13.61

32.76

33.12

22.62

21.60

21.57

21.04

21.10

AREA C

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

30.36

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

29.29

17.05

17.45

17.54

17.05

17.28

17.26

18.59

6.81

13.65

2.58

14.63

9.66

8.08

6.91

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

29.21

31.11

29.51

8.87

27.18

27.23

27.47

33.32

27.11

27.21

32.76

31.09

30.56

31.29

32.60

31.41

30.20

30.21

29.62

17.58

19.45

19.33

31.85

32.23

31.24

30.83

30.26

2.52

29.17

30.83

31.72

28.44

8.18

8.34

10.28

7.87

7.71

5.53

7.78

7.72

8.12

12.14

12.40

9.07

7.61

6.91

7.27

8.38

8.33

7.51

22.57

24.82

30.91 32.90

8.69

2.42

1.75

2.15

-1.66

2.14

34.61

33.87

6.86

4.81

-0.32

0.75

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

20.12

19.42

31.96

29.25

3.32

2.16

ACCESS ROAD

E 292000

E 293000

E 294000

E 295000

E 296000

E 292000

E 293000

E 294000

E 295000

SMB-29

SMB-37

SMB-38

SMB-36

SMB-39

E 296000

(NOT AVAILABLE FOR

THIS CONTRACT)

(AVAILABLE FOR

THIS CONTRACT)

DISCHARGE PIPE

LIMITS

EXISTING

BAFFLE

DIKE

EXISTING SLUICE OUTFALL

PIPES (NOT TO BE USED)

EXISTING LOADING FACILITY

(NOT RELATED TO THIS

CONTRACT)

EXISTING SLUICE

(NOT TO BE USED)

ACCESS ROAD

FORT MIFFLIN NORTH PIER

(ONLY NORTH SIDE

AVAILABLE FOR USE)

NAVY PIER

(NOT AVAILABLE FOR USE)

AREA B

(NOT AVAILABLE

FOR THIS CONTRACT)

DREDGE PIPE

EXISTING ACCESS ROAD

25' 5'

25'

I N

CRUSHED AGGREGATE RAMP

FULL WIDTH OF ACCESS ROAD. PLACE AND COMPACT

IN HORIZONTAL LIFTS, MAX. THICKNESS OF 12 INCHES.

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

DISPOSAL AREA GENERAL NOTES:

1. 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. 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 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 B. ALL EXISTING INSTRUMENTATION

SURROUNDS AREA A, AS SHOWN.

D. 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.

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

3. 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.

4. EXISTING DIKES AROUND AREA B ARE THE CONTRACTOR WORK LIMITS.

5. FOR BIDDING PURPOSES, ASSUME DISCHARGE LIMITS INTO AREA B ARE AS SHOWN.

6. HORIZONTAL DATUM- NEW JERSEY STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM, 1983 ADJUSTMENT.

7. VERTICAL DATUM- ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988.

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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C-401

PHILADELPHIA

FORT MIFFLIN DISPOSAL AREA

NTS

ROAD CROSSING

AutoCAD SHX Text 7.07

AutoCAD SHX Text 1.68

AutoCAD SHX Text 18.89

AutoCAD SHX Text 1.57

AutoCAD SHX Text 0.01

AutoCAD SHX Text 8.23

AutoCAD SHX Text -0.49

AutoCAD SHX Text -0.60

AutoCAD SHX Text 0.13

AutoCAD SHX Text -0.60

AutoCAD SHX Text 0.22

AutoCAD SHX Text 1.03

AutoCAD SHX Text 0.51

AutoCAD SHX Text -0.28

AutoCAD SHX Text 1.68

AutoCAD SHX Text 19.32

AutoCAD SHX Text -0.29

AutoCAD SHX Text 8.16

AutoCAD SHX Text

DIKE

AutoCAD SHX Text

INTERSTATE ROUTE I 95 ( GIRARD POINT BRIDGE)

AutoCAD SHX Text

DENSE VEGETATION

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

Sheets and Views

G-001 COVER SHEET

C-001 GENERAL INFORMATION SHEET

C-101 GENERAL PLAN

GENERAL PLAN

C-102 PLAN - STA. 0+000 TO STA. 7+565 - BASE CONTRACT

PLAN - STA. 0+000 TO STA. 7+565 SOUNDINGS

C-103 PLAN - STA. 7+565 TO STA. 17+500 - BASE & OPTION 1

PLAN - STA. 7+565 TO STA. 17+500 SOUNDINGS

C-301 CROSS SECTIONS

SECTION 1 STA. 2+400

SECTION 2 STA 4+600

SECTION 3 STA 9+850

SECTION 4 STA 12+200 OPTION 1

SECTION 5 STA 15+500 OPTION 1

C-401 PLAN - FORT MIFFLIN DISPOSAL AREA

FORT MIFFLIN DISPOSAL AREA

ROAD CROSSING

INSTRUMENTATION

File details come from the government source that posted it.