W912BU20B0012-Dwgs.pdf

PDF 7 MB Posted Aug 28, 2020

Attached to: Maintenance Dredging Delaware River Philadelphia to Sea
Solicitation number: W912BU20B0012
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Written by GovTribe AI · Dec 28, 2023

This package includes drawings and specifications for a federal dredging contract along the Delaware River from Philadelphia to the sea. The solicitation seeks dredging and disposal services between Marcus Hook, Deepwater Point, and New Castle Island ranges, including removal and satisfactory disposal of dredged materials. The U.S. Army Corps of Engineers Engineering District Philadelphia will award a firm fixed-price contract for mobilization, dredging, and demobilization between specified river ranges. Dredged materials must be disposed of at the Pedricktown South or Killcohook Disposal Area #2 sites as depicted on the drawings. The solicitation number is W912BU20B0012 and responses are due by the specified date.

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Other files

File	Type	Posted
Bid Abstract_W912BU20B0012_Philadelphia to Sea_Complete.pdf	PDF	Oct 26, 2020
W912BU20B0012-Dwgs_Amendment0003.pdf	PDF	Oct 8, 2020
W912BU20B0012-Specs_Amendment0003.pdf	PDF	Oct 8, 2020
W912BU20B0012 AM2.pdf	PDF	Sep 24, 2020
W912BU20B0012_Amend 0001.pdf	PDF	Sep 10, 2020
AM1 -Recompiled W912BU20B0012-Specs.pdf	PDF	Sep 10, 2020
W912BU20B0012-Specs.pdf	PDF	Aug 28, 2020
Solicitation_Phila to Sea_W912BU2B0012..pdf	PDF	Aug 28, 2020

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VICINITY MAP

LOCATION MAP

SCALE IN MILES

1.25 1.25 2.5 5

SCALE IN MILES

25 12.5 25 50 100

OF WORK

VICINITY

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

PETER M. TRANCHIK, P.E.

CHIEF, ENGINEERING BRANCH

ANDREW J. SCHWAIGER, 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.

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

PA, NJ, AND DE

DELAWARE RIVER, PHILADELPHIA TO THE SEA

100% 26 AUG 2020

W912BU20B0012

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001 COVER SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-101 GENERAL PLAN - STA. 0+000 TO STA. 176+860

C-102 GENERAL PLAN - STA. 176+860 TO STA. 326+829.53

C-401 PLAN - PEDRICKTOWN SOUTH DISPOSAL AREA

C-402 PLAN - KILLCOHOOK DISPOSAL AREA #2

LOCATIONS OF

BASE BID WORK

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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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MIDDLETOWN

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NEW JERSEY

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DELWARE RIVER

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DELAWARE

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MARYLAND

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BRIDGE

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C&D CANAL

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REEDY POINT

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SALEM

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NEWARK

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ELKTON

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CITY

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DELAWARE

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JERSEY

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NEW

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CASTLE

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NEW

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DELAWARE

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ELSMERE

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GROVE

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PENNS

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PENNSYLVANIA

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WILMINGTON

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CHESAPEAKE

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CITY BRIDGE

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NORTH

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NORTH

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CHRISTINA RIVER

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

EXISTING MAJOR CONTOUR (DISPOSAL AREA)

EXISTING MINOR CONTOUR (DISPOSAL AREA)

2M-P

BOTTOM SAMPLE LOCATION

EXISTING UTILITY POLE

SMB-01

EXISTING MONITORING WELL

42.40

SPOT ELEVATION (DISPOSAL AREA)

X-101

SCALE:

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

DREDGING LEGEND

COORDINATE - NORTHING AND EASTING

A.S. #8

ACCEPTANCE SECTION

BUOY MARKERS

CHANNEL CENTERLINE

DD/MMM/YYYY DD/MMM/YYYY

APPROXIMATE BORDERS OF GOVERNMENT

OWNED DISPOSAL AREAS TO BE USED IN

CONTRACT

LOCATION OF REQUIRED

DREDGING

REQUIRED DREDGING

ALLOWABLE

OVERDEPTH

DATE OF

SURVEYS

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 EXISTING 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

EDGE OF CHANNEL (TYP.)

MLLW

ELEV. 0.00 (NAVD 88)

DELAWARE RIVER DATUM REFERENCE

MARCUS HOOK RANGE

STA, 115+620.01 - STA. 141+459.80

N.T.S.

MLLW

ELEV. 0.00 (NAVD 88)

DELAWARE RIVER DATUM REFERENCE

NEW CASTLE RANGE

STA. 212+592.81 - STA. 238+982.71

N.T.S.

DATUM CONVERSIONS

GENERAL NOTES:

1. HORIZONTAL REFERENCE - NAD83, NEW JERSEY STATE PLANE, ZONE 2900.

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

WATER (M.L.L.W). SEE DATUM REFERENCE ON THIS SHEET.

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

4. THE GOVERNMENT FURNISHED DISPOSAL AREAS AVAILABLE FOR USE UNDER THIS CONTRACT ARE

PEDRICKTOWN SOUTH (SEE SHEET C-401) AND KILLCOHOOK AREA NUMBER 2 (SEE SHEET C-402).

5. 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.

6. FOR CHANNEL CENTERLINE GEOMETRY SEE APPENDIX C-51, CENTERLINE AND EDGE COORDINATES IN THE

CONTRACT SPECIFICATIONS.

7. ALL SURVEYS MEET STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL

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

MLLW

ELEV. 0.00 (NAVD 88)

DELAWARE RIVER DATUM REFERENCE

DEEPWATER POINT RANGE

STA. 187+000 - STA. 200+000

N.T.S.

OBSTRUCTION TO NAVIGATION

EHW-01

ELW-01

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C-001

PHILADELPHIA

PAY LIMITS

EXISTING CHANNEL LIMITS (INCLUDING BEND)

25' 25'

EXISTING BOTTOM

1' OVERDEPTH

REQUIRED DEPTH 46' -

19+547.79

21+902.20

20+000

31+505.75

TINICUM RANGE

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FT. MIFFLIN

I D

CRUM LYNNE

EDDYSTONE

MARCUS

HOOK

CLAYMONT

GRUBBS

LANDING

HOLLY OAK

BELLEVUE

EDGEMOOR

PENNS

GROVE

LEAGUE ISLAND

GLOUCESTER

CITY

WALT

WHITMAN

BRIDGE

PAULSBORO

COMMODORE

BARRY

BRIDGE

RACCOON

CREEK

CHERRY ISLAND

BENJAMIN

FRANKLIN

BRIDGE

RICHMOND

CAMDEN

CHESTER

PEDRICKTOWN SOUTH

DISPOSAL AREA

(AVAILABLE FOR THIS CONTRACT)

(SEE SHEET C-401)

PEDRICKTOWN NORTH

DISPOSAL AREA

(NOT IN CONTRACT)

OLDMANS

DISPOSAL AREA

(NOT IN CONTRACT)

NATIONAL PARK

DISPOSAL AREA

(NOT IN CONTRACT)

WILMINGTON HARBOR NORTH

DISPOSAL AREA

(NOT IN CONTRACT)

BASE BID

(SEE 2/C-101)

CHRISTINA RIVER

WILMINGTON HARBOR

MIFFLIN DISPOSAL AREA

(NOT AVAILABLE FOR THIS CONTRACT)

CHANNEL LIMIT,

(TYP)

CHANNEL CENTERLINE,

(TYP)

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

MATCHLINE MATCHLINE

RE: C-102 RE: C-102

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GENERAL PLAN - STA. 0+000 TO STA. 176+860

NTS

TYPICAL SECTION (PAY LIMITS) BASE BID MARCUS HOOK RANGE

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NORTH

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PLAN

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SCALE IN FEET

2000'

PAY LIMITS

EXISTING CHANNEL LIMITS (INCLUDING BEND)

25' 25'

EXISTING BOTTOM

1' OVERDEPTH

REQUIRED DEPTH 46' -

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DISPOSAL AREA

(NOT IN CONTRACT)

ARTIFICIAL ISLAND

DISPOSAL AREA

(NOT AVAILABLE FOR THIS CONTRACT)

BASE BID

(SEE 2/C-102)

BASE BID

(SEE 2/C-102)

CHANNEL LIMIT,

(TYP)

KILLCOHOOK

DISPOSAL AREA

(AVAILABLE FOR THIS CONTRACT)

(SEE SHEET C-402)

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E : C

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PHILADELPHIA

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

GENERAL PLAN - STA. 171+600 TO STA. 326+829.53

NTS

TYPICAL SECTION (PAY LIMITS) BASE BID - DEEPWATER POINT AND NEW CASTLE RANGES

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NORTH

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PLAN

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2000'

N 342,000

N 341,000

N 340,000

N 339,000

N 338,000

N 337,000

N 336,000

EXISTING

BAFFLE DIKE

PEDRICKTOWN SOUTH DISPOSAL AREA,

(AVAILABLE FOR THIS CONTRACT)

APPROXIMATE SLUICE LOCATION

SLUICE OUTFALL,

(AVAILABLE FOR USE),

(SEE NOTE 5)

DISCHARGE PIPE LIMITS

(SEE NOTES 2, 4 & 6)

TOP OF DIKE

ELEVATION +/-57.0',

(TYP), (SEE NOTE 8)

DRAINAGE

PIPE (TYP)

PEDRICKTOWN NORTH DISPOSAL AREA,

(NOT AVAILABLE FOR THIS CONTRACT)

58.0

58.37

56.5

DENSE VEGETATION (TYP)

INSTRUMENTATION (TYP)

EHL-04

EHW-18

EHW-09R

EHW-14

EHW-07R

EHW-13

EHW-06

EHW-11

EHW-12

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C-401

PHILADELPHIA

INSTRUMENTATION

MONITORING WELL

DESIGNATION

NORTHING EASTING

N.J. PLANE, NAD1983

PEDRICKTOWN SOUTH DISPOSAL AREA

EHW-09R

EHW-14

EHW-18

EHL-04

340766.00

341673.20

227925.60

224283.90

340623.26 230698.07

340808.1 229941.8

EHW-06 340808.1 229941.8

EHW-07R 340808.1 229941.8

EHW-11 340766.00 227925.60

EHW-12 340766.00 227925.60

EHW-13 340766.00 227925.60

1. SEE SHEET C-001 FOR GENERAL NOTES.

2. SEE DETAIL 2/C-402, FOR DREDGE PIPE ROAD CROSSING.

3. SEE INSTRUMENTATION TABLE ON THIS SHEET FOR INSTRUMENTATION COORDINATES.

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

APPROVAL MUST BE GRANTED BY THE CONTRACTING OFFICER PRIOR TO

MODIFICATION.

5. EXISTING OUTFALL PIPES SHALL BE EXTENDED IN ACCORDANCE WITH SECTION 35 20 23

OF THE CONTRACT SPECIFICATIONS.

6. THE END OF ALL DISCHARGE PIPES SHALL BE LOCATED INSIDE THE DISPOSAL AREA

LIMITS AS SPECIFIED IN SECTION 35 20 23 OF THE CONTRACT SPECIFICATIONS. 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.

7. CONTRACTOR SHALL ENSURE THAT THE DISCHARGE END OF THE DREDGE PIPE

EXTENDS A MINIMUM OF 50 FEET PAST THE INTERIOR TOE OF THE CONTAINMENT DIKE

AND IS SUPPORTED IN ACCORDANCE WITH SECTION 35 20 23 OF THE CONTRACT

SPECIFICATIONS.

8. BORROW FOR DIKING MATERIAL MAY BE OBTAINED FROM WITHIN THE DISPOSAL AREAS,

BUT NOT CLOSER THAN 50 FEET PAST THE INTERIOR TOE OF THE CONTAINMENT DIKE.

9. THE LOCATIONS OF THE EXISTING INSTRUMENTATION (I.E., MONITORING WELLS, ETC.)

PROVIDED ON SHEET C-401 ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD

LOCATE INSTRUMENTATION SHOWN USING THE COORDINATES PROVIDED. 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. COSTS FOR REPAIR AND

REPLACEMENT OF INSTRUMENTATION SHALL BE PERFORMED AT NO ADDITIONAL COST

TO THE GOVERNMENT. DIKES SHALL NOT BE CUT WITHIN 100' OF EXISTING

INSTRUMENTATION.

10. ELEVATIONS SHOWN ON TOP OF DIKE ARE FROM A SURVEY PERFORMED IN NOVEMBER

2019 AND CAN ONLY BE CONSIDERED INDICATIVE OF THE CONDITIONS AT THAT TIME.

11. PEDRICKTOWN SOUTH DISPOSAL AREA IS CURRENTLY BEING UTILIZED. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND FAMILIARIZE HIM/HERSELF

WITH THE CURRENT CONDITIONS THAT COULD AFFECT THE PROJECT COST.

12. CONTROL: PROVIDED BY US ARMY CORPS OF ENGINEERS, PHILADELPHIA DISTRICT.

COORDINATES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET AND REFERENCED TO

THE NORTH AMERICAN DATUM OF 1983 (HARN) - NEW JERSEY STATE PLANE ZONE 2900.

ELEVATIONS SHOWN ARE EXPRESSED IN FEET AND ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD).

DISPOSAL AREA NOTES:

PLAN - PEDRICKTOWN SOUTH DISPOSAL AREA

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NORTH

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N 288,000

N 289,000

N 290,000

N 291,000

N 292,000

N 289,000

N 288,000

N 290,000

N 291,000

N 292,000

ELW-01

ELW-02

N 283,000

N 284,000

N 285,000

N 286,000

N 287,000

N 284,000

ELW-03

N 285,000

N 286,000

N 287,000

N 283,000

AREA 3 (NOT AVAILABLE FOR

THIS CONTRACT)

P I P

D E

L A

W A

E R

ELW-06

ELW-08

ELW-09

ELW-10

ELW-11

ELW-12

ELW-13

ELW-14

ELW-15

ELW-16

ELW-17

ELW-19

ELW-18

ELW-05

APPROX. EXISTING AREA 3

SLUICE OUTFALL

(NOT AVAILABLE FOR USE)

EXISTING BAFFLE

DIKE

EXISTING BAFFLE

DIKE

EXISTING BAFFLE

DIKE

APPROX. EXISTING

AREA 2 SLUICE

OUTFALL

(AVAILABLE FOR USE)

APPROX. SLUICE

LOCATION

APPROX. EXISTING AREA 1

LEHIGH ROAD

SLUICE OUTFALL

3 - 30" PIPES

(NOT AVAILABLE FOR USE)

EXISTING DISCHARGE PIPES

(NOT AVAILABLE FOR USE)

APPROX. ℄

OF EXISTING

SUBDRAIN

APPROX. EXISTING AREA 1

FORT MOTT ROAD SLUICE

(NOT AVAILABLE FOR USE)

APPROX. SLUICE

LOCATION

D E

L A

W A

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N E

J E

R S

E Y

EXISTING COMMON

DIKE BETWEEN

AREAS 1 & 2

EXISTING DISCHARGE PIPES

(NOT AVAILABLE FOR USE)

59.45

59.87

60.39

60.47

60.22

60.67

59.87

60.43

59.94

59.52

60.64

59.44

59.36

62.26

61.16

60.7

60.9

58.4

59.0

58.36

58.99

58.79

58.77

58.12

AREA 2 (AVAILABLE FOR THIS CONTRACT)

AREA 1 ( NOT AVAILABLE FOR THIS CONTRACT)

ELW-07

25' 5' 25'

DREDGE PIPE

EXISTING ACCESS ROAD

CRUSHED AGGREGATE RAMP, FULL WIDTH OF

ACCESS ROAD. PLACE AND COMPACT HORIZONTAL

LIFTS, MAX. LOOSE LIFT THICKNESS OF 12".

1' MIN. COVER

DRIVING DIRECTION

INSTRUMENTATION

INSTRUMENT #

NORTHING EASTING

ELW-01

ELW-02

ELW-03

291712

289499

285846

195957

199112

198600

ELW-06 283945 197554

ELW-07 283940 197561

ELW-08 283830 197630

ELW-09 283836 197633

ELW-10 284885 197801

ELW-11 284861 197875

ELW-12 285812 198385

ELW-13 285806 198391

ELW-14 285662 198501

ELW-15 285658 198496

ELW-16 287070 199597

ELW-17 287066 199604

ELW-18 287004 199999

ELW-19 287004 200004

ELW-05 285634 194500

DISPOSAL AREA NOTES:

1. SEE SHEET C-001 FOR GENERAL NOTES.

2. SEE DETAIL 2/C-402 FOR DREDGE PIPE ROAD CROSSING.

3. SEE INSTRUMENTATION TABLE ON THIS SHEET FOR INSTRUMENTATION COORDINATES.

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

MUST BE GRANTED BY THE CONTRACTING OFFICER PRIOR TO MODIFICATION.

5. STATE LINE IS APPROXIMATE AND HAS BEEN OBTAINED FROM NEW JERSEY GIS.

6. 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.

7. CONTRACTOR SHALL ENSURE THAT THE DISCHARGE END OF THE DREDGE PIPE EXTENDS A

MINIMUM OF 50 FEET PAST THE INTERIOR TOE OF THE CONTAINMENT DIKE AND IS SUPPORTED

IN ACCORDANCE WITH SECTION 35 20 23 OF THE CONTRACT SPECIFICATIONS.

8. BORROW FOR DIKING MATERIAL MAY BE OBTAINED FROM WITHIN THE DISPOSAL AREA, BUT

NOT CLOSER THAN 50 FEET FROM THE INSIDE TOE OF THE DIKE SECTIONS.

9. THE LOCATIONS OF THE EXISTING INSTRUMENTATION (I.E., MONITORING WELLS, ETC.)

PROVIDED ON THIS SHEET ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD LOCATE

INSTRUMENTATION SHOWN USING THE COORDINATES PROVIDED. 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.

10. TOPOGRAPHY SHOWN EXTERIOR OF DIKE IS BASED ON AERIAL PHOTOGRAPHY DATED AS

INDICATED IN THIS NOTE AND CAN ONLY BE CONSIDERED INDICATIVE OF THE SITE CONDITIONS

AS THEY EXISTED AT THAT TIME. MAPPING WAS COMPILED BY OPTIMAL GEOMATICS USING

PHOTOGRAMMETRIC METHODS, AND CHECKED BY TVGA CONSULTANTS. AERIAL

PHOTOGRAPHY WAS OBTAINED IN MAY 2007. THIS MAPPING WAS COMPILED IN ACCORDANCE

WITH (NMAS) NATIONAL MAP ACCURACY STANDARDS FOR MAPS AT 1 INCH EQUALS 200 FT.

SCALE. 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.

11. TOP OF DIKE ELEVATION AND TOPOGRAPHY SHOWN INTERIOR OF DIKE ARE BASED ON A

TOPOGRAPHIC SURVEY CONDUCTED SEP 2017 AND CAN ONLY BE CONSIDERED INDICATIVE OF

THE SITE CONDITIONS AS THEY EXISTED AT THAT TIME. 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.

12. KILLCOHOOK DISPOSAL AREA HAS BEEN UTILIZED SINCE THE LATEST SURVEY DATE SPECIFIED.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITES AND FAMILIARIZE HIMSELF WITH

THE CURRENT CONDITIONS.

13. THE CONTRACTOR SHALL ENSURE THAT DREDGE DISCHARGE PIPES ARE PLACED ON THE

FINGER DIKES PROVIDED WITHIN THE DISCHARGE LIMITS SPECIFIED FOR THE DISPOSAL

AREAS, OR OTHERWISE SUPPORTED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS.

14. EXISTING BAFFLE DIKES HAVE BEEN CREATED AFTER THE DATE OF PHOTOGRAPHY AND

CONTOUR DATA IS UNAVAILABLE.

15. CONTROL: PROVIDED BY US ARMY CORPS OF ENGINEERS, PHILADELPHIA DISTRICT.

COORDINATES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET AND REFERENCED TO THE

NORTH AMERICAN DATUM OF 1983 (HARN) - NEW JERSEY STATE PLANE ZONE 2900. ELEVATIONS

SHOWN ARE EXPRESSED IN FEET AND ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD).

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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C-402

PHILADELPHIA

PLAN - KILLCOHOOK DISPOSAL AREA

NTS

DETAIL - DREDGE PIPE ROAD CROSSING

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PIPE

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PIPE

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PIPE

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AutoCAD SHX Text E 197,350.776

AutoCAD SHX Text N 290,862.097

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ELEV. 6.436

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CEMETERY

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Sheets and Views

G-001 COVER SHEET

C-001 GENERAL INFORMATION SHEET

C-101 GENERAL PLAN - STA. 0+000 TO STA. 176+860

TYPICAL SECTION (PAY LIMITS) - STA. 117+000 TO STA. 129+000

GENERAL PLAN - STA. 0+000 TO STA. 171+600

C-102 GENERAL PLAN - STA. 176+860 TO STA. 326+829.53

TYPICAL SECTION (PAY LIMITS) - STA. 166+000 TO STA. 173+000 AND STA. 225+000 TO STA. 237+000

GENERAL PLAN - STA. 171+600 TO STA. 326+829.53

C-401 PLAN - PEDRICKTOWN SOUTH DISPOSAL AREA

PLAN - PEDRICKTOWN SOUTH DISPOSAL AREA

C-402 PLAN - KILLCOHOOK DISPOSAL AREA #2

PLAN - KILLCOHOOK DISPOSAL AREA

DETAIL - ROAD CROSSING

File details come from the government source that posted it. Updated Aug 29, 2020.