MAINTENANCE DREDGING MAURICE RIVER- CUMBERLAND COUNTY NEW JERSEY APRIL 2025 W912BU25BA005-DWGS-RTA.pdf

PDF 3 MB Posted Jun 11, 2025

Attached to: Maintenance Dredging of the Maurice River, NJ
Solicitation number: W912BU25BA005
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Jun 17, 2025

These design drawings detail a maintenance dredging project for the Maurice River in Cumberland County, New Jersey, prepared by the U.S. Army Corps of Engineers Philadelphia District. The project involves dredging approximately 80,000 cubic yards from Station 0+500 to Station 10+000 to maintain a navigable channel depth of 8 feet Mean Lower Low Water (MLLW) plus 1 foot of overdepth. The dredged material will be placed in two beneficial use areas within the Heislerville Wildlife Management Area: Placement Area 1 will restore marsh and mudflat bayward of the Heislerville Dike, while Placement Area 2 will be used for spray placement to restore degraded marsh.

Key technical specifications include hydraulic pipeline dredging with potential containment measures like turbidity curtains, coir logs, and hay bales. Environmental restrictions prohibit dredging between March 1 and September 30. The project drawings include detailed plans for channel sections, placement area coordinates, and access road details, with a contract period of 240 calendar days from the Notice to Proceed. The solicitation number is W912BU25BA005, with an estimated contract value between $1,000,000 and $5,000,000, classified under NAICS code 237990 with a size standard of $45.0 million.

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Other files

File	Type	Posted
Bid Abstract - W912BU25BA005 Maurice River Maintenance Dredging (KO Signed).pdf	PDF	Jul 16, 2025
Pre-Bid Sign in Sheet Maitenance Dredging Maurice River 18 June 2025.pdf	PDF	Jul 2, 2025
35 20 23_AM0001.pdf	PDF	Jul 2, 2025
AmndDesc0001.pdf	PDF	Jul 2, 2025
Maurice_River__Government_Conducted Sampling.xlsx	XLSX spreadsheet	Jul 2, 2025
Solicitation Amendment W912BU25BA005-0001 SF30.pdf	PDF	Jul 2, 2025
Consolidated Requests for Information and Responses - W912BU25BA005.pdf	PDF	Jul 2, 2025
MAINTENANCE DREDGING MAURICE RIVER - CONSTRUCTION SPECIFICATIONS APRIL 2025 W912BU25BA005-SPECS-RTA.pdf	PDF	Jun 17, 2025
Solicitation - W912BU25BA005 (final).pdf	PDF	Jun 11, 2025

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SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CHIEF, ENGINEERING BRANCH

TRAVIS T. FATZINGER, 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.

®US Army Corps of Engineers

DISTRICT

SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

®US Army Corps of Engineers

DISTRICT

N N

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2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

E x4

PHILADELPHIA

MAINTANCE DREDGING

CUMBERLAND COUNTY, NEW JERSEY

MAURICE RIVER

APRIL 2025

W912BU25BA005

PHILADELPHIA

G-001

Y, N

dw g

L 2

2B U2

5B A0

SCALE IN MILES

VICINITY MAP

LOCATION

OF PROJECT

SCALE IN MILES

VICINITY MAP

LOCATION

OF PROJECT

SCALE IN MILES

VICINITY MAP

LOCATION

OF PROJECT

SCALE IN MILES

VICINITY MAP

LOCATION

OF PROJECT

5012.5 25 100

LOCATION MAPN

SCALE IN MILES

OF WORK

LOCATION

20.50.25 1

®US Army Corps of Engineers

DISTRICT

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PHILADELPHIA

DRAWING INDEX

SHEET ID DESCRIPTION

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-002 GENERAL PLAN

C-101 PLAN - STA 0+000 TO STA 5+543

C-102 PLAN - STA 5+543 TO STA 10+647

C-301 TYPICAL SECTIONS

C-401 PLAN - MATERIAL PLACEMENT AREAS

DREDGING LEGEND

COORDINATE - NORTHING AND EASTING

A.S. #8 ACCEPTANCE SECTION

AIDS TO NAVIGATION

CHANNEL

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

APPROXIMATE BORDERS OF GOVERNMENT

OWNED PLACEMENT AREAS TO BE USED IN

CONTRACT

APPROXIMATE LOCATION OF

WORK

REQUIRED DREDGING

ALLOWABLE

OVERDEPTH

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 XH: 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

GENERAL NOTES:

1. ELEVATIONS/DEPTHS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO MEAN LOWER LOW WATER (MLLW). FOR DATUM CONVERSION TO NORTH AMERICAN VERTICAL DATUM (NAVD88) SEE DATUM REFERENCE ON

THIS SHEET.

2. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD 1983).

3. CHANNEL SURVEYS MEET STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL

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

4. SEE SPECIFICATIONS FOR SURVEY CONTROL.

5. COASTAL OCEANOGRAPHIC'S HYPACK, INC. MATRIX SOFTWARE PROGRAM WAS USED TO PERFORM THE SOUNDING GENERATION. SOUNDINGS WERE SELECTED FOR PLOTTING PURPOSES ONLY USING THE MINIMUM DEPTH WITHIN A 18'x18' CELL AND SHIFTED TO THE CELL'S CENTER. SOUNDING INFORMATION AND CHANNEL CENTERLINE

COORDINATES CAN BE ACCESSED AT HTTPS://NAVIGATION.USACE.ARMY.MIL/SURVEY/HYDRO.

6. THE SITE CONDITION SURVEYS IN THE CHANNEL ARE A RESULT OF SURVEYS CONDUCTED IN MARCH OF 2025, AND

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

7. ACCESS TO THE HEISLERVILLE DIKE IS VIA MATT'S LANDING ROAD ONTO STATE OF NEW JERSEY PROPERTY ONLY.

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

FOR NAVIGATION.

GENERAL NOTES - PLACEMENT AREAS:

1. ELEVATIONS IN THE PLACEMENT AREA PLAN ARE EXPRESSED IN THE NORTH AMERICAN VERTICAL DATUM (NAVD88). SEE DATUM REFERENCE ON THIS SHEET TO CONVERT BETWEEN MLLW AND THE NAVD88 DATUM

2. FOR THE GOVERNMENT FURNISHED PLACEMENT AREAS AVAILABLE FOR USE UNDER THIS CONTRACT, SEE

SHEET C-401.

3. THE CONTRACTOR WORK LIMIT FOR PLACEMENT AREAS SHALL BE AS SHOWN ON SHEET C-401.

4. CONTRACTOR SHALL ACCESS PLACEMENT AREA 1 FROM MATTS LANDING ROAD AS SHOWN ON SHEET C-401.

6. THE SITE CONDITION SURVEYS IN THE PLACEMENT AREA ARE A RESULT OF SURVEYS CONDUCTED IN FEBRUARY OF 2025, AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING

AT THAT TIME.

7. THE END OF ALL DISCHARGE PIPES SHALL BE LOCATED INSIDE THE PLACEMENT 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 DIKE IN THE VICINITY OF

THE DISCHARGE AREA.

8. THE SITE IS GENERALLY CLEAR WITH PASSABLE ACCESS ROADS, BUT SOME MINOR CLEARING OF

VEGETATION MAY BE REQUIRED IN ISOLATED LOCATIONS TO GAIN ACCESS.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.

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN EXT EXTERIOR PIV POST INDICATOR VALVE

ADDL ADDITIONAL FDN FOUNDATION PSF POUNDS PER SQUARE FOOT

BC BOTTOM OF CURB FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH

BD BOARD FFE FINISHED FLOOR ELEVATION PT POINT OF TANGENCY

BIT BITUMINOUS FIN FINISH PVC POLYVINYL CHLORIDE

BL or BASE LINE FL FLOOR PVI POINT OF VERTICAL INFLECTION

BLDG BUILDING FM FORCE MAIN R, RAD RADIUS

BMP BEST MANAGEMENT PRACTICE FT FOOT, FEET REINF REINFORCEMENT

BOT BOTTOM FTG FOOTING ROW RIGHT OF WAY

BW BOTTOM OF WALL G GROUND RT RIGHT

BVCE BEGINNING OF VERTICAL CURVE ELEVATION GOVT GOVERNMENT S SOUTH

BVCS BEGINNING OF VERTICAL CURVE STATION GR GRADE SCH SCH

CB CATCH BASIN HDPE HIGH DENSITY POLYETHYLENE SECT SECTION

CC or C-C CENTER TO CENTER HORIZ HORIZONTAL SF SQUARE FEET, SILT FENCE CL or CENTERLINE HP HIGH POINT SPEC SPECIFICATION

CMP CORRUGATED METAL PIPE HS HIGH STRENGTH SQ SQUARE

CMU CONCRETE MASONRY UNIT HT HEIGHT SST STAINLESS STEEL

CO CLEAN OUT ID INSIDE DIAMETER STA STATION

COL COLUMN IN INCH STRU or STRUC STRUCTURE, STRUCTURAL

CONC CONCRETE INSUL INSULATION, INSULATED SUSP SUSPENDED

CONSTR CONSTRUCTION INT INTERIOR TEMP TEMPORARY

CONT CONTINUOUS INV INVERT TC TOP OF CURB

COR CONTRACTING OFFICER'S REPRESENTATIVE LL LIVE LOAD TD TRENCH DRAIN

CTRL CONTROL LP LOW POINT TDO TRENCH DRAIN OUTLET

CWL CONTRACTOR WORK LIMIT LT LEFT, LIGHT TELE TELEPHONE

DGA DENSE GRADED AGGREGATE LVC LENGTH OF VERTICAL CURVE TG TOP OF GRATE

DIA DIAMETER JCT JUNCTION TOPO TOPOGRAPHY

DIM DIMENSION MATL MATERIAL TW TOP OF WALL

DIP DUCTILE IRON PIPE MAX MAXIMUM TYP TYPICAL

DWG DRAWING MHW MEAN HIGH WATER UD UNDERDRAIN

E EAST MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE

EA EACH MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC

ECM EROSION CONTROL MAT MLLW MEAN LOWER LOW WATER UGND UNDERGROUND

EL or ELEV ELEVATION MLW MEAN LOW WATER UOP UNDERDRAIN OUTLET PIPE

ELEC ELECTRIC N NORTH UXO UNEXPLODED ORDINANCE

ELL ELLIPTICAL NLT NOT LESS THAN VC VERTICAL CURVE

EOP EDGE OF PAVEMENT NTS NOT TO SCALE VOL VOLUME

EOS EDGE OF SHOULDER OC ON CENTER VERT VERTICAL

EQ EQUAL, EQUALITY OD OUTSIDE DIAMETER W/ WITH

EQUIP EQUIPMENT OH OVERHEAD W WEST

EW or E-W EACH WAY OPP OPPOSITE WL WATER LEVEL EXIST or EX EXISTING PC POINT OF CURVE WS WATER SURFACE

EXP EXPANSION, EXPOSED PD PAVEMENT DRAIN WSEL WATER SURFACE ELEVATION

EXP JT EXPANSION JOINT PI POINT OF INFLECTION W/O WITHOUT

TIDAL REFERENCE

MLLW

NAVD 88

-3 .41

SCALE=NTS

FILL PLACEMENT AREA

®US Army Corps of Engineers

DISTRICT

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C-001 RT

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PHILADELPHIA

HEISLERVILLE

PORT NORRIS

BIVALVE

MAURICE RIVER

MAURICE

RIVER

COVE

#3 A.

#5 A.

T C-

SHEET C-401

LIM

0 T O

PLACEMENT AREA 1

PLACEMENT AREA 2

®US Army Corps of Engineers

DISTRICT

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PHILADELPHIA

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

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED

IN MARCH 2025 IN THE CHANNEL AND FEBRUARY 2025 IN THE PLACEMENT

AREA AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE

CONDITIONS OCCURRING AT THAT TIME.

3. SEE CONTRACT SPECIFICATIONS FOR INFORMATION REGARDING

DREDGING AND PLACEMENT AREAS.

4. SEE SHEET C-401 FOR PLACEMENT AREA PLAN.

1000'1000' 0500'

SCALE: 1" = 1000'-0"A1 PLAN - GENERAL PLANA1 PLAN - GENERAL PLAN

GENERAL SHEET NOTES

NORTH

PLAN

ACCEPTANCE SECTION 2: STA. 2+300 TO STA. 4+000

ACCEPTANCE SECTION 3: STA. 4+000 TO STA 5+528

ACCEPTANCE SECTION 1: STA. 0+500 TO STA. 2+300

341,500

340,000

339,500

339,000

340,500

8,7

340,000

339,500

339,000

341,500

339,000

341,000

341,500

339,000

341,000

340,000

340,500 340,500

341,000

340,000

340,500

338,500

341,000

340,000

340,500

338,500 338,500 338,500

338,000 338,000

337,500 337,500

338,500

338,000

337,500

338,500

338,000

337,500

338,000

337,500

338,000

337,500

341,500341,500

8,7

8,0

8,7

8,0

7,0

5,0

4,0

6,0

7,0

5,0

4,0

6,0

7,0

5,0

4,0

6,0

7,0

5,0

4,0

6,0

7,0

5,0

4,0

6,0

7,0

5,0

4,0

6,0

7,0

6,0

5,0

4,0

6,0

6 5 6 66 6 6 6

6 2 6 4

6 6 6 6

6 6 6 7 6 8

6 8 6 8 6 86 8

6 9 6 9

6 9 7 17 3 7 4

6 4

6 4 6 46 4 6 4

6 4 6 5 6 5

6 5 6 66 66 6 6 7

6 8 6 8 6 8

6 9 7 1

7 2

7 3 7 4

7 4 7 5

7 5

7 6 7 6 7 6

7 7

7 7 7 87 87 8 7 8

7 9 7 9 7 9

8 0

8 08 0

8 0 8 0

6 3

6 4 6 4

6 4

6 4 6 46 4

6 4 6 5 6 5

6 5 6 5

6 56 6 6 66 6 6 6

6 7 6 8 6 86 9

6 9

7 0 7 0

7 07 2 7 3

7 47 4 7 4

7 47 5 7 5 7 5

7 6 7 6

7 6

7 7 7 7 7 8

7 8

7 9 7 9

6 2

6 2 6 36 36 3

6 3

6 3 6 3

6 36 3 6 36 3

6 36 3 6 4

6 4 6 4 6 4 6 4

6 46 4 6 4

6 46 4

6 4 6 56 5 6 5

6 5 6 5

6 5

6 5 6 5 6 5

6 6 6 6 6 6

6 66 6 6 6

6 6 6 7 6 7

6 76 7 6 7 6 7

6 8 6 9

7 0 7 07 1 7 1

7 2 7 2

7 37 37 3 7 4

7 4 7 4

7 4

7 5 7 5

7 6 7 7 7 7

7 7 7 8

7 8 6 26 2

6 2

6 2 6 2

6 2

6 2 6 2 6 2

6 2 6 2

6 36 3 6 3

6 36 3

6 3 6 3

6 3 6 3 6 46 4 6 4

6 4 6 4 6 4

6 46 4 6 4 6 4 6 4 6 4

6 4

6 4 6 4

6 4

6 5 6 5 6 5

6 5

6 66 66 6 6 66 6 6 6

6 6 6 76 7

6 7 6 8 6 8

6 8 6 8

6 86 9

6 97 1 7 17 2

7 2 7 37 4 7 5

7 57 6

7 6

7 7

7 7 7 7

7 9 9 2

6 26 3

6 3

6 3 6 3 6 3 6 3

6 4

6 46 46 4 6 4

6 4

6 4 6 4

6 4

6 46 4 6 5

6 5

6 5 6 5

6 5

6 5 6 5

6 5 6 5 6 5 6 5

6 5 6 56 5

6 56 5 6 5 6 5

6 66 66 6 6 6 6 6

6 6 6 6

6 66 6 6 7

6 76 7 6 7 6 7

6 7

6 7 6 8 6 8 6 8

6 9 6 9

6 9 7 0 7 0

7 1

7 17 2 7 2

7 4 7 4 7 57 6

7 67 6 7 6

7 6 7 7

7 7 7 7 7 8

7 8 7 9

5 9 6 06 1

6 1

6 1 6 2

6 26 26 3 6 3 6 3

6 3

6 3 6 4 6 4

6 5 6 56 5

6 5 6 5

6 5

6 66 6 6 6 6 6 6 6

6 6 6 7

6 7

6 7 6 7

6 7 6 76 7 6 8

6 8

6 8 6 8

6 8 6 9

6 9

6 9 6 9

6 9

7 0 7 0 7 07 0

7 0 7 17 1 7 1

7 2 7 2 7 2

7 2 7 2

7 27 37 3

7 3

7 3 7 37 4

7 4 7 4

7 5 7 5

7 5

7 5 7 6

7 6 7 7

7 7

7 8

5 75 8 5 9

6 1 6 1

6 2 6 2

6 2 6 3

6 3

6 4 6 4

6 46 5 6 5 6 5 6 5

6 6

6 6 6 6 6 7

6 76 7 6 7

6 76 8 6 8 6 86 8 6 8

6 8

6 8 6 9

6 9 6 9

6 96 9 7 07 1 7 1 7 1 7 1

7 1

7 1 7 1

7 17 1 7 2

7 2 7 2

7 27 2 7 2

7 2

7 3 7 3

7 3

7 4 7 47 4

7 4

7 5

7 57 5

7 5 7 6

7 6 7 6

7 6 7 7

7 7 7 8

7 8 7 9

5 96 06 2 6 2

6 26 3

6 3 6 4

6 56 5 6 6

6 6 6 7 6 8 6 8

6 86 9 7 0 7 0

7 0

7 0 7 0

7 1

7 1 7 1

7 17 1 7 1

7 1 7 2

7 27 2 7 27 3

7 37 3 7 3

7 3

7 4 7 4

7 47 4 7 4

7 4 7 4

7 4 7 5

7 5 7 5

7 5 7 6

7 6

7 6 7 7

6 4 6 5

6 5 6 6

6 7 7 0

7 0 7 1

7 1 7 17 1 7 1 7 27 27 2 7 2

7 2 7 27 2

7 2

7 37 3

7 3

7 3 7 3

7 3 7 4

7 4 7 4

7 47 57 5 7 5

7 6

7 6 7 6

7 6 7 0

7 1 7 2

7 2 7 2 7 37 37 3

7 3

7 4 7 4

7 5 7 6

7 5

6 76 4 6 5

6 66 6 6 76 7

6 8 6 8

6 97 07 17 3 7 37 88 1

6 6 6 7 6 7 6 8

7 3 7 5

7 8 7 8 7 87 9

8 26 36 36 3

6 3

6 3 6 5

6 5

6 2 6 3 6 3 6 4

6 3

11 2 11 0

11 0 10 7

10 4 10 2

10 1 10 1

9 9 9 6

8 78 88 99 19 29 49 59 79 810 1 10 1 10 4 10 7 10 7 10 8 10 8

10 4

10 4 10 2

10 0 9 8

9 7 9 5

9 3 9 1

9 0 8 7

8 7 8 6

8 5 8 5

8 4 8 6

8 6

8 38 28 38 58 68 78 98 99 19 39 59 69 69 810 0 10 0 10 1 10 1

9 9 9 8 10 1

9 7 9 7 9 5 9 5

9 5 9 3 9 3 8 9

8 9 8 6

8 5 8 5

8 3 8 2

8 1 8 0

8 0

7 97 98 18 28 48 58 68 88 99 19 39 19 49 39 59 79 69 5

9 3 9 6

9 5 9 5

9 2 9 3

9 2 9 2

9 1 8 8

8 6 8 5

8 3 8 3

8 1 8 0

8 0

7 98 08 08 28 38 48 58 78 69 19 29 29 19 29 29 49 69 49 2

9 1 8 9

9 3 9 1

8 8 9 1

8 8 8 8

9 1 8 9

8 4 8 5

8 4 8 1

8 1 8 0 7 9 7 9 7 7

7 6

7 77 98 08 08 28 48 38 49 09 08 78 89 28 99 19 39 19 0

9 1 8 8 9 2

9 0 9 1

8 9 8 8

8 9 8 8 8 6

8 3 8 2

8 2 8 1

7 9 7 8

7 8 7 7

7 6

7 57 77 87 87 98 18 38 38 68 68 68 58 99 09 08 8

8 6 8 7

8 8 8 6

8 7 8 4 8 5

8 4 8 8

8 1 8 0

7 8 7 7

7 5 7 4

7 4 7 3

7 27 47 47 57 67 77 88 08 38 48 48 68 38 58 88 68 48 68 6

8 6 8 4

8 7 8 7

8 6 8 2

8 5 8 3

8 5 8 4

8 0 7 9

7 7 7 6

7 5 7 4

7 3 7 2

7 1

6 97 07 27 27 47 47 67 88 18 68 08 38 28 18 18 68 28 58 38 7

8 5 8 5

8 4 8 3

8 0 7 9

7 9 8 0

8 1 8 4

8 0 7 4 7 2 7 2 7 1 7 0

6 9 6 9

6 8

6 76 86 96 87 07 17 47 78 07 78 07 98 28 08 48 48 28 1

7 1 6 9

7 2 7 8

7 3 7 1

7 4 7 7

7 5 7 3

7 6 7 3

7 1 6 9

6 9 6 8

6 7 6 6 6 6

6 56 76 76 87 06 96 97 07 37 36 86 47 37 06 97 47 07 97 1

8 0 7 7

7 9 6 8 7 8

7 7 7 3

7 5 7 6

7 9 7 5

7 0 7 0 7 0

6 8 6 7

6 6 6 6

6 56 76 76 86 97 06 97 17 17 97 57 87 77 37 57 78 08 18 2

8 4 8 0

8 0 7 67 8

7 7

6 4 6 2 6 26 16 26 36 56 56 56 66 76 87 47 17 27 27 47 57 57 68 1

8 1 7 5

7 7 7 8

7 4 7 3

7 4 7 2

7 6 7 0

6 8 6 7 6 5

6 4 6 6

6 4 6 2

6 0

5 96 06 26 46 26 36 36 76 77 07 57 36 97 17 57 67 57 5

7 5 7 6

7 7 7 5

7 5 7 0

7 2 7 7

7 3 6 5

6 8 6 3

6 4 6 5 6 4 6 3 6 4 6 2

6 1 6 0

7 57 47 2

7 3 7 7

7 3

6 9

7 5 7 6

7 97 2 7 5

6 8

0+000

0+500

1+000

1+500

2+000

2+500

3+000

3+500

4+000

4+500

5+000

5+500

MAURICE RIVER CHANNEL

N 138527.17 E 341457.92

N 138635.01 E 341353.66

N 137020.25 E 339683.53

N 136944.52 E 339821.00

N 133823.22 E 339173.01

N 133821.19 E 339019.39

N 135302.64 E 339480.14

N 135333.13 E 339333.27

CHANNEL

CENTERLINE

CHANNEL

CENTERLINE

L B

L L

8 7

.00

®US Army Corps of Engineers

DISTRICT

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C-101 RT

Y, N

A 0+

0 T

A 5+

C-

1 - P

- S

0 T O

3.d wg

L 2

2B U2

5B A0

- AS

PHILADELPHIA

C H

E M

N E

R E:

C -1

-1

0150' 150'75' SCALE: 1" = 150'-0"A1 PLAN - STA 0+000 TO STA 5+543A1 PLAN - STA 0+000 TO STA 5+543

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

2. THE SITE CONDITION SURVEYS IN THE CHANNEL ARE A RESULT OF

SURVEYS CONDUCTED IN MARCH OF 2025 AND CAN ONLY BE CONSIDERED

REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

3. SEE CONTRACT SPECIFICATIONS FOR INFORMATION REGARDING

DREDGING AND PLACEMENT AREAS.

4. SEE SHEET C-401 FOR PLACEMENT AREA PLAN.

NORTH

GENERAL SHEET NOTES

ACCEPTANCE SECTION 4: STA 5+528 TO STA. 8+000

ACCEPTANCE SECTION 5: STA 8+000 TO STA. 10+000

341,000

340,000

340,500

341,000

340,000

340,500

341,000

340,500

339,000

341,000

340,500

339,000

341,000

340,500

339,000

338,500

338,000

337,500

338,500

338,000

337,500

338,500

338,000

337,500

338,500

338,000

337,500

338,500

338,000

337,500

3,0

2,0

1,0

0,0

9,0

3,0

2,0

1,0

0,0

9,0

3,0

2,0

1,0

0,0

9,0

3,0

2,0

1,0

0,0

9,0

3,0

2,0

1,0

0,0

9,0

3,0

2,0

1,0

0,0

9,0

3,0

2,0

1,0

0,0

9,0

341,500341,500341,500341,500341,500

6 56 6

6 2 6 6

6 8 7 87 8 7 98 0

8 0

6 6 7 0

7 07 2

6 3

6 3 6 3

6 26 2

6 66 7 6 46 6 6 6

6 66 7 6 7

6 76 86 8 6 8 6 8

6 8 6 9 6 9

6 7

6 76 7 6 7 6 7

6 8 6 9

6 9

6 9 6 97 0

7 07 0

7 0

7 0 7 0

7 1 7 17 1

7 3 7 37 47 5

7 57 98 1 6 6 6 6 6 76 7 6 7

6 7 6 8 6 8

6 8 6 8

6 8 6 86 8

6 8 6 9 6 9

6 9 6 9

6 9

6 97 0

7 0 7 0

7 1 7 2

7 3 7 37 4

7 5

7 5 7 6 7 6 7 6

7 7 7 87 8 7 9

7 9 7 9

7 9

8 0

8 18 18 2

6 3 6 4

6 4 6 4

6 56 5

6 56 66 7 6 8 6 8

6 8

6 8 6 8

6 8

6 9 6 9 6 9

6 9 6 96 9

6 9

6 96 97 0 7 0

7 0

7 07 07 0 7 0 7 1 7 17 1

7 1 7 1

7 2

7 3 7 3 7 3

7 5 7 6

7 6

7 7 7 7 7 8

8 0 8 08 08 1

8 1

8 2

8 38 3

8 48 4

6 2 6 2

6 36 3 6 3 6 36 3

6 3

6 4 6 4 6 4

6 46 4

6 5

6 5 6 56 5 6 5

6 6 6 6

6 8

6 8 6 87 0

7 0 7 07 0

7 0

7 0 7 0

7 0

7 1 7 1 7 1

7 17 1

7 1

7 1 7 17 17 27 3 7 3

7 37 3 7 3

7 3

7 3 7 4 7 57 5

7 57 67 6 7 6

7 6 7 7

7 7

7 9

8 0 8 0

8 0

8 1 8 1 8 2

8 2 8 2

8 38 3 8 4

8 8 6 36 3 6 3

6 4 6 4 6 5

6 5 6 5

6 5 6 56 5 6 5 6 6

6 6 6 6 6 6

6 6

6 6 6 6

7 0 7 0

7 0 7 0 7 1 7 1

7 1

7 17 17 1 7 1 7 1

7 1

7 2

7 2 7 2

7 27 3 7 37 3

7 37 4

7 4 7 57 67 7

7 77 7 7 7

7 8

7 9

7 98 1 8 1

8 1 8 28 28 2

8 48 5 8 5

8 5 8 6

8 68 6 8 7

8 9 9 0 9 0

9 09 2

6 5 6 5

6 5

6 5 6 5

6 6

6 6 6 6

6 6

6 6 6 66 66 6

6 7 6 76 7 6 7

6 7 6 7

6 76 9 6 96 9

6 96 9 6 9

7 0 7 0

7 17 1

7 2 7 2

7 2

7 3

7 4 7 4

7 4 7 4 7 47 4 7 4

7 47 5

7 5

7 6

7 6 7 77 77 7

7 7

7 8 8 38 6

8 68 6 8 7 8 7

8 88 8 8 8

8 98 9 8 9

9 0 9 0 9 09 0 9 19 2

9 2 9 2

9 2

9 3

9 3 9 3

6 16 3 6 3 6 36 3

6 4 6 4 6 46 5 6 5 6 5

6 5 6 5

6 5

6 6

6 6 6 66 6 6 6

6 7

6 7 6 76 97 0

7 1

7 2 7 37 3 7 4

7 4

7 47 4 7 4 7 4

7 4 7 4

7 5 7 5

7 57 5 7 57 5

7 67 6 7 6

7 6 7 67 6

7 6

7 7 7 7

7 8 7 8

7 87 8 7 8

8 5 8 68 8

8 99 09 0 9 0 9 0

9 0 9 0

9 19 1

9 1

9 2 9 2

9 39 3 9 3

9 3 9 4

9 4

6 06 1

6 16 1 6 16 1 6 2

6 2 6 2 6 26 3 6 3

6 3 6 36 36 3

6 3 6 4

6 6 6 8

6 86 9

6 9 7 17 1

7 1

7 1 7 17 2

7 2 7 2

7 2

7 2 7 2

7 2 7 2 7 27 2 7 2

7 2 7 3

7 37 3

7 37 3 7 37 3 7 3

7 4

7 4 7 47 47 4

7 4 7 57 5 7 57 5 7 5

7 5 7 5

7 57 5 7 6 7 6

7 6 7 6 7 67 7

7 7

7 7 7 77 7 7 8

7 8

7 8 8 28 6

8 6

8 7

8 8 9 19 19 4

9 7

6 1

6 16 1 6 2

6 2 6 3

6 3

6 3 6 3 6 3 6 46 56 5

6 5 6 6

6 7 6 7

6 7 6 9

6 9 6 96 9 7 07 0

7 0

7 0 7 0

7 1

7 1 7 1

7 1

7 1 7 1 7 27 2

7 27 2 7 2

7 2

7 2 7 2

7 2

7 2 7 2 7 27 2

7 2 7 2

7 3

7 3 7 3

7 3

7 3 7 3

7 3

7 37 3 7 3 7 3 7 3

7 3 7 4 7 4

7 4

7 4 7 4 7 47 4

7 4 7 47 4 7 4 7 4

7 47 4

7 4

7 47 4 7 5 7 5

7 5 7 5

7 5

7 5 7 57 6

7 6

7 6 7 6 7 67 7

7 7

7 7 7 8

7 87 8

7 8

7 9 7 9

7 9 8 1

6 36 56 5 6 6

6 6 6 6

6 7 6 7

6 7 6 7 6 7

6 7 6 7 6 8

6 8 6 8

6 8

6 8 6 8

6 8

6 8 6 96 9

7 07 07 1 7 1

7 2 7 2 7 2

7 2 7 2

7 2 7 27 37 3 7 3 7 3

7 3

7 3 7 3 7 37 3 7 3

7 3

7 37 37 3 7 4 7 47 4

7 4

7 4 7 4

7 4 7 47 4 7 4

7 47 4

7 4 7 47 4

7 47 47 4

7 5 7 5

7 5 7 57 5 7 6

7 67 6 7 6 7 6

7 6 7 6 7 67 6 7 6

7 6 7 6 7 7

7 77 7 7 7

7 7 7 8

7 87 8 7 8

7 8

7 9 7 9 8 0 8 0

6 5 6 5 6 5

6 66 6 6 6

6 6 6 66 66 6

6 6

6 6 6 6 6 66 6

6 7

6 7 6 7

6 76 76 7

6 7 6 7

6 7 6 7 6 7

6 7 6 76 8

6 8 6 86 8

6 9 7 0

7 17 27 2 7 27 2 7 2

7 2

7 2 7 3 7 3

7 3

7 3 7 3 7 37 3

7 37 3 7 37 37 3

7 3

7 4 7 4

7 4 7 47 4 7 4

7 47 4 7 4

7 4 7 4 7 4

7 5

7 5 7 5

7 5

7 5 7 5

7 5 7 5 7 5 7 5

7 5

7 5 7 5

7 5 7 6

7 6

7 67 6 7 7 7 7 7 7 7 77 7

7 77 8

6 5

6 5 6 56 6

6 6 6 6 6 66 6

6 66 6 6 6

6 6

6 6 6 6

6 6

6 7 6 7

6 7

6 7 6 76 7

6 8

6 86 8 6 8

6 86 9 6 9

6 96 97 0 7 0

7 0 7 0

7 0

7 1

7 1 7 1

7 1 7 1 7 1 7 1

7 1

7 1 7 2

7 27 2 7 2 7 27 2

7 2 7 27 2 7 2

7 2 7 2

7 2 7 2 7 2

7 2 7 3

7 37 3 7 3

7 37 4 7 4 7 4

7 4 7 4 7 6

6 4 6 5

6 5

6 5 6 5 6 5

6 6 6 6

6 6

6 6 6 66 6 6 6

6 7 6 76 7 6 7

6 76 86 86 8

6 8 6 8

6 8 6 8 6 9

6 9

6 96 9 6 9 7 0

7 0 7 0

7 0

7 07 07 0 7 07 07 0

7 17 1

7 17 17 1 7 2 7 2

6 56 6 6 6 6 6

6 66 6 6 66 76 8

6 8

6+000

6+500

7+000

7+500

8+000

8+500

9+000

9+500 10+000

10+500

MAURICE RIVER CHANNEL

N 131398.33 E 339589.52

N 131432.69 E 339735.53

N 129924.90 E 339936.24

N 129932.20 E 340088.62

N 129470.57 E 339874.34

N 129450.32 E 340022.97

CHANNEL

CENTERLINE

L L

L B

LIG

0.0

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET ID

E x4

T D

N B

D B

C H

D B

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

C-102 RT

Y, N

A 5+

3 T

A 5+

3 T

.dw g

L 2

2B U2

5B A0

- AS

PHILADELPHIA

C H

E M

N E

R E:

C -1

-1

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

2. THE SITE CONDITION SURVEYS IN THE CHANNEL ARE A RESULT OF

SURVEYS CONDUCTED IN MARCH OF 2025 AND CAN ONLY BE CONSIDERED

REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

3. SEE CONTRACT SPECIFICATIONS FOR INFORMATION REGARDING

DREDGING AND PLACEMENT AREAS.

4. SEE SHEET C-401 FOR PLACEMENT AREA PLAN.

0150' 150'75' SCALE: 1" = 150'-0"A1 PLAN - STA 5+543 TO STA 10+647A1 PLAN - STA 5+543 TO STA 10+647

GENERAL SHEET NOTES

7.5

CHANNEL - PAY LIMITS

ELEV. -9

75'75'

H (F

EXISTING BOTTOM

OFFSET (FT)

-10

-7.5

-12.5

2.5

-5.0

-15.0

-2.5

-12.5

-5.0

7.5

-15.0

-10

-7.5

2.5

-2.5

5.0

500 25 10075 12525 075 50100125

ELEV. -8

7.5

CHANNEL - PAY LIMITS

ELEV. -8

75'75'

H (F

EXISTING BOTTOM

OFFSET (FT)

-10

-7.5

-12.5

2.5

-5.0

-15.0

-2.5

-12.5

-5.0

7.5

-15.0

-10

-7.5

2.5

-2.5

5.0

500 25 10075 12525 075 50100125

ELEV. -9

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET ID

E x4

T D

N B

D B

C H

D B

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

C-301 RT

Y, N

L S

dw g

L 2

2B U2

5B A0

- AS

PHILADELPHIA

SCALE IN FEETM4 TYPICAL SECTION - DREDGING LIMITS FULL WIDTHM4 TYPICAL SECTION - DREDGING LIMITS FULL WIDTH

52.5

SCALE IN FEETA4 TYPICAL SECTION - DREDGING LIMITS PARTIAL WIDTHA4 TYPICAL SECTION - DREDGING LIMITS PARTIAL WIDTH

2.55.0

MAURICE RIVER

MATTS LANDING ROAD

HEISLERVILLE DIKE

HEISLERVILLE WILDLIFE

MANAGEMENT AREA

MAURICE RIVER COVE

HEISLERVILLE DIKE

-2.1

-2.6

-2.7

-2.9

-3.2

-3.1

-3.0

-2.9

-2.8

-2.7

-2.2

-2.7

-2.8

-3.1

-3.2

-3.3

-3.5

-3.3

-3.2

-2.9

-2.8

-2.6

-2.3

-2.8

-3.0

-3.2

-3.3

-3.4

-3.3

-3.1

-3.0

-2.9

-2.7

-2.6

-2.4

-2.3

-2.6

-2.7

-2.8

-2.9

-3.1

-3.0

-3.3 -3.3

-3.1

-2.9

-2.8

-2.7

-2.6

-1.4

-1.7

-2.6

-2.5

-2.7

-2.8

-2.9

-2.7

-2.6

-2.3

-2.0

-2.5

-2.6

-2.7

-2.8

-2.7

-2.5

-2.3

-2.0

-1.3

0.4

-1.7

-1.6

-2.1

-2.3

-2.7

-2.6

-2.9

-2.8

-2.6

-2.5

-2.1

-1.7

-1.6

0.4 -1.4

-1.9

-2.1

-2.5

-2.7

-2.9

-3.1

-3.2

-2.9

-2.5

-1.9

-2.3

-2.0

-0.6 -1.5

-2.2

-2.4

-2.5

-3.0

-3.1 -3.4

-3.1

-2.7

-2.5

-2.3

-2.0

-1.6

-3.2

-3.1

-3.3

-2.5

-2.9

APPROX LIMITS OF ABANDONED

RAIL BED

EXISTING MARSH

PLACEMENT AREA 2

(SEE NOTE 2)

PLACEMENT AREA 1

(SEE NOTE 1)

POTENTIAL

TURBIDITY

CURTAIN

(SEE NOTE 3)

APPROXIMATE

600' RADIUS

APPROXIMATE

CULVERT

LOCATION

APPROXIMATE

CENTER OF

600' RADIUS

-2

-1

-3

-2

-3

25' 5' 25'1'

DRIVING DIRECTION

DREDGE PIPE

EXISTING ACCESS ROAD CRUSHED AGGREGATE RAMP, FULL WIDTH OF

ACCESS ROAD. PLACE AND COMPACT HORIZONTAL

LIFTS, MAX. LOOSE LIFT THICKNESS OF 12".

PLACEMENT AREA

COORDINATES

POINT NUMBER

NORTHING

145046.4

144831.4

144484.8

144244.2

144221.4

144413.1

144534.6

144656.0

144820.7

145020.7

145116.9

145225.5

145308.1

145376.9

145458.8

145563.4

145638.1

EASTING

344147.6

344229.0

344244.7

344161.0

343941.3

343677.8

343694.3

343826.6

343795.5

343895.4

343869.4

346364.2

346130.8

345942.2

345784.7

345584.5

345458.2

20 145679.6 345954.9

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET ID

E x4

T D

N B

D B

C H

D B

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

C-401 RT

Y, N

C-

1 P

- P

.dw g

L 2

2B U2

5B A0

- AS

PHILADELPHIA

NOTES:

1. PLACEMENT AREA 1 SHALL SERVE AS THE LOCATION FOR AN ENGINEERED

BENEFICIAL USE OF DREDGED MATERIAL TO RESTORE MARSH AND BUILD

MUDFLAT BAYWARD OF HEISLERVILLE DIKE. DREDGED MATERIAL SHALL BE

PLACED AS APPROVED BY USACE COR IN THE CONTRACTOR'S BENEFICAL

USE PLACEMENT PLAN SUBMITTAL AND PER FIELD ADJUSTMENTS

DIRECTED BY THE COR. SEE COORDINATE TABLE ON THIS SHEET FOR

APPROXIMATE LIMITS. OPTIONAL HAY BALES AND OPTIONAL COIR LOGS

SHALL BE PLACED IN THE AREA BETWEEN DIKE, PIPE OUTFALL AND

OPTIONAL TURBIDITY CURTAIN WITHIN THE LIMITS OF PLACEMENT AREA 1.

FOR HAY BALES AND COIR LOG REQUIREMENTS, SEE SPECIFICATIONS. FOR

BIDDING PURPOSES, DREDGED MATERIAL IN ACCEPTANCE SECTIONS 1, 2, 3

AND 4 WILL BE PLACED IN PLACEMENT AREA 1 AT HEISLERVILLE DIKE AND

OPTIONAL ACCEPTANCE SECTION 5 TO PLACEMENT AREA 2. THE

GOVERNMENT HAS THE RIGHT TO MOVE THE CONTRACTOR TO

PLACEMENT AREA 2 EARLIER AT NO COST TO THE GOVERNMENT IF

PLACEMENT AREA 1 FILLS FASTER THAN ANTICIPATED.

2. PLACEMENT AREA 2 SHALL SERVE FOR BENEFICIAL USE OF CHANNEL

SEDIMENTS TO RESTORE DEGRADED MARSH. AREA 2 WILL BE USED AS

SPRAY PLACEMENT AS DIRECTED BY USACE COR. SEE COORDINATE TABLE

ON THIS SHEET FOR LIMITS. FOR BIDDING PURPOSES, DREDGED MATERIAL

IN ACCEPTANCE SECTION 5 WILL BE PLACE IN PLACEMENT AREA 2.

3. OPTIONAL TURBIDITY CURTAIN USED ONLY FOR PLACEMENT AREA 1.

ADDITIONAL QUANTITY ESTIMATED FOR TIE-INS TO EXISTING MARSH. FOR

TURBIDITY CURTAIN DETAILS, SEE SPECIFICATIONS.

4. CONTRACTOR SHALL ENSURE THAT THE DISCHARGE END OF THE DREDGE

PIPE EXTENDS A MINIMUM OF 50 FEET EDGE OF THE SOUTHERN CREST OF

THE HEISLERVILLE DIKE AND IS SUPPORTED IN ACCORDANCE WITH

SECTION 35 20 23 OF THE CONTRACT SPECIFICATIONS.

5. SHOULD THE CONTRACTOR DESIRE TO MODIFY THE DISCHARGE LIMITS

SHOWN, APPROVAL MUST BE GRANTED BY THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO MODIFICATION.

6. LIMITS OF PLACEMENT AREA 1 ALONG DIKE PROVIDED IN THE COORDINATE

TABLE. THE OBJECTIVE IS TO BUILD MATERIAL AT THE DIKE. SEDIMENT IS

PERMITTED TO FLOW BAYWARD TO NOURISH THE MUD FLAT. DREDGED

MATERIAL SHOULD MAINTAIN A DISTANCE OF 150 FT FROM THE CULVERT.

7. DREDGED MATERIAL SHALL NOT BE PLACED ANY HIGHER THAN A FOOT

BELOW THE TOP ELEVATION OF THE HEISLERVILLE DIKE, WHICH IS

ESTIMATED TO BE AN APPROXIMATE ELEVATION OF 6 FEET (NAVD88),

CONTRACTOR TO FIELD VERIFY ALL ELEVATIONS.

8. THE CONTRACTOR TO COORDINATE WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE REGARDING VEHICULAR ACCESS TO THE DIKE.

100'100' 050' SCALE: 1" = 100'-0"F1 PLAN - MATERAIL PLACEMENT AREASF1 PLAN - MATERAIL PLACEMENT AREAS

NTSA6 DETAIL - ROAD CROSSINGA6 DETAIL - ROAD CROSSING

GENERAL SHEET NOTES

Sheets and Views

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

C-001 GENERAL INFORMATION SHEET

C-002 GENERAL PLAN

C-101 PLAN - STA 0+000 TO STA 5+543

C-102 PLAN - STA 5+543 TO STA 10+647

C-301 TYPICAL SECTIONS

C-401 PLAN - MATERIAL PLACEMENT AREAS

	2025-05-05T09:36:18-0400
FATZINGER.TRAVIS.T.1249188502

	2025-05-05T15:16:11-0400
MOFFATT.BARBARA.F.1228997893

File details come from the government source that posted it. Updated Jun 17, 2025.