B.08 W912BU23B0014 - Drawings.pdf

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

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PHILADELPHIA

MAINTENANCE DREDGING

CUMBERLAND COUNTY, NEW JERSEY

MAURICE RIVER

RTA / 30 JUNE 2023

W912BU23B0014

SCALE IN MILES

VICINITY MAP

LOCATION

OF PROJECT

N

1002512.5 50

LOCATION MAP

OF WORK

LOCATION

N

SCALE IN MILES

2.5.25 1

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CHIEF, ENGINEERING BRANCH

BARBARA F. MOFFATT 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.

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DRAWING INDEX TABLE

SHEET NUMBER DESCRIPTION

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

CIVIL

C-001 GENERAL INFORMATION SHEET

C-002 GENERAL PLAN

C-101 PLAN - STA 0+000 TO STA 4+159

C-102 PLAN - STA 4+159 TO STA 7+932

C-103 PLAN - STA 7+932 TO STA 11+674

C-301 TYPICAL SECTIONS

C-302 PROFILE - TURBIDITY CURTAIN

C-401 PLAN - MATERIAL PLACEMENT AREAS

DREDGING LEGEND

COORDINATE - NORTHING AND EASTING

A.S. #1

ACCEPTANCE SECTION

BUOY MARKERS

CHANNEL

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

DD/MMM/YYYY DD/MMM/YYYY

APPROXIMATE LOCATION OF PLACEMENT

AREA FOR DREDGED MATERIAL

REQUIRED DREDGING

ALLOWABLE OVERDEPTH

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

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION

AFF ABOVE FINISHED FLOOR FIN

FINISH

RAD RADIUS

BD BOARD FL FLOOR REINF REINFORCEMENT

BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE

BL or BASE LINE FT

FOOT, FEET

ROW RIGHT OF WAY

BLDG BUILDING FTG FOOTING S SOUTH

BM BEAM G GROUND SCH SCHEDULE

BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION

BOT BOTTOM GR GRADE SPEC SPECIFICATION

BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT

BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE

CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL

CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION

CO CLEAN OUT IN INCH STD STANDARD

COL COLUMN INSUL

INSULATION, INSULATED

STRUCT STRUCTURAL

CONC CONCRETE IINT INTERIOR SUSP SUSPENDED

CONSTR CONSTRUCTION INV INVERT SYS SYSTEM

CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY

CTRL CONTROL LP LOW POINT TD TRENCH DRAIN

CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE

DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE

DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY

DIA DIAMETER MATL MATERIAL TYP TYPICAL

DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN

DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE

DWG DRAWING MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC

E EAST N NORTH UGND UNDERGROUND

EA EACH NGS NATIONAL GEODETIC SURVEY UNO UNLESS NOTED OTHERWISE

ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE

EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE

EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE

ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE

EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE

EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME

EQ EQUAL PC POINT OF CURVE VERT VERTICAL

EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF

EXH EXHAUST PI POINT OF INFLECTION W/ WITH

EXIST or (E)

EXISTING PIV POST INDICATOR VALVE W WEST

EXP

EXPANSION, EXPOSED

POT POINT OF TANGENT WL WATER LEVEL

EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE

EXT EXTERIOR PNL PANEL W/O WITHOUT

FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT

C

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B

L

GENERAL NOTES:

1. ELEVATIONS/DEPTHS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO MEAN LOWER LOW WATER

(MLLW) WHICH IS 3.41' BELOW NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

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 30, 2013 FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.

4. 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.

5. FOR CHANNEL CENTERLINE GEOMETRY SEE THE CONTRACT SPECIFICATIONS.

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

COLOR BAND GENERATION.

7. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN NOVEMBER OF 2022, AND CAN ONLY BE

CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

GENERAL NOTES - DISPOSAL AREAS:

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

C-401.

2. THE CONTRACTOR WORK LIMIT FOR PLACEMENT AREA 1 SHALL BE AS SHOWN ON SHEET C-401.

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

4. 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.

5. 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.

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CONTRACTOR WORK LIMITS

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MAURICE

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COVE

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PLACEMENT AREA 1

PLACEMENT AREA 2

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C-002

PHILADELPHIA

PLAN - GENERAL PLAN

PLAN - GENERAL PLAN

NORTH

PLAN

NOTES:

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

2. FOR INFORMATION REGARDING DREDGING AND PLACEMENT AREAS, SEE

CONTRACT SPECIFICATIONS.

3. FOR PLACEMENT AREA PLAN, SEE SHEET C-401.

4. FOR TYPICAL SECTIONS, SEE SHEET C-301.

A

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A

N 138527.17

E 341457.92

N 138635.01

E 341353.66

N 137020.25

E 339683.53

N 136944.52

E 339821.00

A

C

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CHANNEL

CENTERLINE

CHANNEL

CENTERLINE

N 135302.64

E 339480.14

N 135333.13

E 339333.27

341,500

340,000

339,500

339,000

340,500

340,000

339,500

339,000

341,500

341,500

339,000

341,000

341,500

339,000

341,000

340,000

340,500

340,500

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C-101

PHILADELPHIA

PLAN - MAURICE RIVER STA 0+000 TO STA 4+159

PLAN - MAURICE RIVER STA 0+000 TO STA 4+159

NORTH

PLAN

NOTES:

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

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN NOVEMBER OF 2022 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.

5. FOR BASE BID DREDGING LIMITS AND OPTION 1 DREDGING LIMITS, SEE SHEET C-002.

M A

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N 133823.22

E 339173.01

N 133821.19

E 339019.39

A

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A

CHANNEL

CENTERLINE

CHANNEL

CENTERLINE

A

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A

341,000

340,000

340,500

338,500

341,000

340,000

340,500

338,500

341,000

340,000

340,500

338,500

341,000

340,000

340,500

338,500

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C-102

PHILADELPHIA

PLAN - MAURICE RIVER STA 4+159 TO 7+932

PLAN - MAURICE RIVER STA 4+159 TO 7+932

NORTH

PLAN

M A

T C

H L I N

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NOTES:

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

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN NOVEMBER OF 2022 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.

5. FOR BASE BID DREDGING LIMITS AND OPTION 1 DREDGING LIMITS, SEE SHEET C-002.

2 6

CHANNEL

CENTERLINE

CHANNEL

CENTERLINE

A C

C E

P T

A N

C E

S E

C T

IO

N

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T A

T

O

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A

N 131398.33

E 339589.52

N 131432.69

E 339735.53

341,000

340,500

338,500

339,000

341,000

340,500

338,500

339,000

341,000

340,500

338,500

339,000

341,000

340,500

338,500

339,000

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N 129924.90

E 339936.24

N 129932.20

E 340088.62

N 129470.57

E 339874.34

N 129450.32

E 340022.97

A

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U B

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D

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U S

A

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C

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R S

D I S

T R

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T

D W

N

B

Y

R E

V I E

W E

D

B

Y

D E

S

B

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P L O

T

S

C A

L E

C K

D

B

Y

D A

N G

M G

V S

T V

S T

P H

I L A

D E

L P

H I A

-W

B U

B

R T

A

J U

C

A

N

M

A U

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E

R

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E R d w g

P L

S

M A

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N A

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D

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C-103

PHILADELPHIA

PLAN - MAURICE RIVER STA 7+932 TO STA 11+674

PLAN - MAURICE RIVER STA 7+932 TO STA 11+674

M A

T C

H L I N

E M

A T

C H

L I N

E

R E

C

R E

C

NORTH

PLAN

NOTES:

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

2. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN NOVEMBER OF 2022 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.

5. FOR BASE BID DREDGING LIMITS AND OPTION 1 DREDGING LIMITS, SEE SHEET C-002.

7.5

CHANNEL - PAY LIMITS

ELEV. -9

75'75'

E A

G

E

D E

P T

H

F

T

EXISTING BOTTOM

W E

G

E

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

D

2 3

C

4 5

A

B

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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S O

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N

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F I

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C O

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B E

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SHEET NUMBER

B Y

D E

S C

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C-301

PHILADELPHIA

1. NO SIDE OR END SLOPES ARE PERMITTED IN THIS CONTRACT.

2. ALL DEPTHS ARE REFERENCED TO MEAN LOWER LOW WATER. SEE SHEET C-001 FOR MORE INFORMATION.

NOTES:

TYPICAL SECTION - DREDGING LIMITS

TYPICAL SECTION - DREDGING LIMITS

E

V A

T I O

N

F

T

STATION

-20

-15

-10

-5

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

EXISTING GROUND

D

2 3

C

4 5

A

B

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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W E

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O

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O

F I L

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T

U R

B I D

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C

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T A

I N d w g

P R

O F

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T

U R

B I D

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C

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M A

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C-302

PHILADELPHIA

PROFILE - EXISTING GROUND AT TURBIDITY CURTAIN

PROFILE - EXISTING GROUND AT TURBIDITY CURTAIN

NOTES:

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

2. TURBIDITY CURTAIN USED FOR PLACEMENT AREA 1. FOR TURBIDITY CURTAIN

PLAN LOCATION AND ALIGNMENT INFORMATION, SEE SHEET C-401.

3. ALL DEPTHS ARE REFERENCED TO MEAN LOWER LOW WATER. SEE SHEET

C-001 FOR MORE INFORMATION.

4. EXISTING GROUND SHOWN ACROSS ALIGNMENT BASED ON AVAILABLE

SURVEY INFORMATION. CONTRACTOR IS ENCOURAGED TO VISIT THE SITE TO

ACQUAINT THEMSELVES WITH EXISTING CONDITIONS.

APPROX LIMITS OF ABANDONED

RAIL BED (SEE NOTE 3)

PLACEMENT AREA 1

(SEE NOTE 1)

MAURICE RIVER

M

A

T

N

D

I

A

D

H

E

I S

L

E

R

V

I L

K

E

HEISLERVILLE WILDLIFE

MANAGEMENT AREA

MAURICE RIVER COVE

EXIST MARSH

EXIST MARSH

535' DISCHARGE PIPE LIMIT

PLACEMENT AREA 2

(SEE NOTE 2)

M

A

T

N

D

I

A

D

1500' TURBIDITY CURTAIN

(SEE NOTE 4)

CONCTRACTOR WORK

LIMITS AND ACCESS

14+11

L27

L28

L29

H

E

I

S

L

E

R

V

I

L

K

E

PLACEMENT AREA COORDINATES

POINT NUMBER

NORTHING

145720.5

145822.9

145891.7

145963.1

145638.1

145563.4

145563.4

145477.5

145522.8

145116.9

EASTING

344464.2

344627.8

344920.0

344998.4

345458.2

345584.5

345584.5

344904.8

344648.0

343869.4

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

EASTING

344147.6

344229.0

344244.7

344161.0

343941.3

343677.8

343694.3

343826.6

343795.5

343895.4

CONTRACTOR WORK LIMITS

POINT NUMBER

NORTHING

145355.0

145781.6

146101.6

145423.4

145384.3

145384.3

EASTING

344360.8

344360.8

344926.5

345934.9

346013.1

346013.1

SURVEY AND CONSTRUCTION BASELINE GEOMETRY LEGEND

NUMBER

L27

L29

L28

LENGTH (FT)

880.01

269.92

260.77

START NORTHING

145458.72

145522.85

145477.52

START EASTING

345784.58

344647.97

344904.77

LINE DIRECTION

N88° 46' 34.47"W

N42° 54' 52.10"W

N79° 59' 22.02"W

END NORTHING

145477.52

145720.53

145522.85

END EASTING

344904.77

344464.17

344647.97

25' 5' 25'

M

I N

C

O V

E R

DRIVING DIRECTION

DREDGE PIPE

(SEE NOTE 5)

EXISTING ACCESS ROAD

CRUSHED AGGREGATE RAMP, FULL WIDTH OF

ACCESS ROAD. PLACE AND COMPACT HORIZONTAL

LIFTS, MAX. LOOSE LIFT THICKNESS OF 12".

D

2 3

C

4 5

A

B

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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SHEET NUMBER

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C-401

PHILADELPHIA

PLAN - DREDGED MATERIAL PLACEMENT AREAS

PLAN - DREDGED MATERIAL PLACEMENT AREAS

NORTH

PLAN

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 DIRECTED BY USACE PROJECT ENGINEER. SEE COORDINATE

TABLE ON THIS SHEET FOR LIMITS. HAY BALES AND COIR LOGS SHALL BE PLACED IN THE AREA BETWEEN

DIKE, PIPE OUTFALL AND 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 AND 2 WILL BE PLACED IN PLACEMENT AREA 1 AT HEISLERVILLE

DIKE. 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 PROJECT

ENGINEER. SEE COORDINATE TABLE ON THIS SHEET FOR LIMITS. FOR BIDDING PURPOSES, DREDGED

MATERIAL IN ACCEPTANCE SECTIONS 3 AND 4 WILL BE PLACE IN PLACEMENT AREA 2.

3. APPROXIMATE LIMITS OF EXISTING RAILROAD BED SHOWN ON DRAWING. THE EXISTING RAILROAD BED

SHALL BE UTILIZED FOR CONSTRUCTION ACCESS FOR PLACEMENT OF THE TURBIDITY CURTAIN.

4. TURBIDITY CURTAIN USED ONLY FOR PLACEMENT AREA 1. FOR TURBIDITY CURTAIN ALIGNMENT

INFORMATION, SEE BASELINE TABLE ON SHEET C-401. ADDITIONAL QUANTITY ESTIMATED FOR TIE-INS TO

EXISTING MARSH. FOR TURBIDITY CURTAIN DETAILS, SEE SPECIFICATIONS.

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

40 FEET PAST THE INTERIOR TOE OF HEISLERVILLE DIKE AND IS SUPPORTED IN ACCORDANCE WITH

SECTION 35 20 23 OF THE CONTRACT SPECIFICATIONS.

6. SHOULD THE CONTRACTOR DESIRE TO MODIFY THE DISCHARGE LIMITS SHOWN, APPROVAL MUST BE

GRANTED BY THE CONTRACTING OFFICER PRIOR TO MODIFICATION.

NTS

DETAIL - ROAD CROSSING

DETAIL - ROAD CROSSING

C