W912BU22R0007-DWGS.pdf

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

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PHILADELPHIA

DREDGING AND ROCK REMOVAL

PA, NJ, AND DE

DELAWARE RIVER, PHILADELPHIA TO THE SEA

20 JAN 2022

W912BU22R0007

VICINITY MAP

LOCATION MAP

SCALE IN MILES

2 2 4 8

SCALE IN MILES

25 12.5 25 50 100

OF WORK

VICINITY

VICINITY OF

DELAWARE RIVER

ARTIFICIAL REEFS

LOCATIONS

OF WORK

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

ACTING 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.

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001

COVER SHEET

CIVIL

C-001

GENERAL INFORMATION SHEET

C-101

GENERAL PLAN - STA. 47+300 TO STA. 174+350

C-102

PLAN - STA. 109+200 TO STA. 116+500

C-103

PLAN - STA. 131+000 TO STA. 138+250

C-104

PLANS - ACCEPTANCE SECTIONS NO.1 TO 4

C-301

TYPICAL SECTION

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

BUOY MARKERS

CHANNEL LIMITS

CHANNEL CENTERLINE

XXX-#

HORIZONTAL CONTROL GRID

W/COORDINATES

GENERAL NOTES:

1. SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS' HYDROGRAPHIC SURVEY MANUAL EM 1110-2-1003, MOST RECENT

VERSION FOR NAVIGATION AND DREDGING SUPPORT SURVEYS.

2. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, ZONE 2900, U.S. FOOT (NAD83).

3. ELEVATIONS/DEPTHS ARE EXPRESSED IN FEET AND REFER TO MEAN LOWER LOW WATER ( MLLW ). SEE DETAILS ON THIS SHEET FOR THE

TIDAL REFERENCE FROM NOAA'S TIDAL EPOCH - 1983-2001.

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

5. ROCK REMOVAL SHALL BE REQUIRED FOR ACCEPTANCE SECTIONS #1 THROUGH #4 AS SHOWN ON SHEETS C-102 THROUGH C-104, AND AS

LISTED AND DESCRIBED IN THE OBJECT LOG TABLE AND OTHER SECTIONS INCLUDED IN THE SPECIFICATIONS.

6. THE EXISTING CHANNEL DEPTHS SHOWN ON SHEET C-104 ARE THE RESULT OF SURVEYS CONDUCTED 11 MARCH 2021, AND CAN ONLY BE

CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME. THE 1 FOOT CONTOURS SHOWN WERE GENERATED IN

HYPACK BY BINNING XYZ DATA TO A 1X1 MINIMUM (PICKING THE SHOALEST SOUNDING IN A 1FT CELL). THE XYZ "ALL" DATA AND THE ROCK

BORDERS ARE AVAILABLE UPON REQUEST.

7. SEE SPECIFICATIONS FOR GEOTECHNICAL DATA REGARDING SUBSURFACE INFORMATION.

8. DISPOSAL FOR MATERIAL REMOVED UNDER THIS CONTRACT SHALL UTILIZE OPEN WATER PLACEMENT AT THE DELAWARE RIVER ARTIFICIAL

REEF LOCATION, SITE 4. SEE SPECIFICATIONS FOR LOCATION AND OTHER REQUIREMENTS.

XXX-#

VIBRACORE DATA LOCATION W/IDENTIFIER

TEST PIT LOCATION W/IDENTIFIER

EXISTING UTILITY

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FF FINISHED FLOOR PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FIN FINISH PVI 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

SPT BORING W/IDENTIFIER

XXX-#

AREAS REQUIRED TO REMOVE ROCK TO -47.0 MLLW

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

MLLW

ELEV. 0.00 (NAVD 88)

DELAWARE RIVER TIDE REFERENCE

MARCUS HOOK RANGE

STA. 115+620.01 TO STA. 141+459.80

N.T.S.

MLLW

ELEV. 0.00 (NAVD 88)

DELAWARE RIVER TIDE REFERENCE

BELLEVUE RANGE

STA. 141+459.80 TO STA. 160+018.09

N.T.S.

BELLEVUE 4

ACCEPTANCE SECTION @

ROCK REMOVAL LOCATION

A.S. #1

ACCEPTANCE SECTIONA.S. #1

REQUIRED REMOVAL (ROCK TO -47FT MLLW)

OVERDEPTH (ROCK REMOVAL)

MLLW

ELEV. 0.00 (NAVD 88)

DELAWARE RIVER TIDE REFERENCE

CHESTER RANGE

STA. 104+545.61 TO STA. 115+620.01

N.T.S.

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GENERAL PLAN - STA. 47+300 TO STA. 174+300

NORTH

PLAN

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. DELAWARE RIVER ARTIFICIAL REEF SITE 4 FOR USE OF MATERIAL DISPOSAL FOR THIS CONTRACT. ARTIFICIAL REEF

LOCATIONS ARE NOT SHOWN ON THE GENERAL PLAN. REFER TO THE MAP ON THE COVER SHEET FOR APPROXIMATE

VICINITY AND SEE SPECIFICATIONS FOR LOCATIONS AND OTHER REQUIREMENTS.

3. SEE SHEETS C-102 AND C-103 FOR LOCATION (AND EXISTING UTILITY INFORMATION PROVIDED IN THE VICINITY) OF

ACCEPTANCE SECTIONS #2 THROUGH #4. NO KNOWN UTILITIES EXIST IN THE PROXIMITY OF A.S. #1 SHOWN IN DETAIL 2

THIS SHEET. 2. SEE SHEET C-104 FOR PLANS - ACCEPTANCE SECTIONS #1 THROUGH #4. SEE SHEET C-301 FOR TYPICAL

SECTION.

4. SEE OBJECT LOG TABLE IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON ROCK REMOVAL SITES.

PLAN - STA. 147+500 TO STA. 157+500

PLAN - STA. 147+500 TO STA. 157+500

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COMMODORE

BARRY BRIDGE

COMCAST CO. SUBMERGED FIBER

OPTICS CABLE LINE (N)

-74.1' BELOW NOAA MLLW

ACROSS CHANNEL

TRANSCO GAS PIPELINE CORP., (K)

1 - 6" AND 2 - 20" GAS (K)

PIPELINES, -52.7' BELOW NOAA MLLW

ACROSS CHANNEL

PEPCO HOLDINGS

(DELMARVA P&L CO.)

2 - OVERHEAD POWER

LINES -201.3' CLEAR

ABOVE MHW ACROSS

CHANNEL

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C-102

PHILADELPHIA

PLAN - STA. 109+200 TO STA. 116+500

PLAN - STA. 109+200 TO STA. 116+500

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-104 FOR PLANS - ACCEPTANCE SECTIONS #1 THROUGH #4. SEE SHEET

C-301 FOR TYPICAL SECTION.

3. DISPOSAL OF MATERIAL FROM ACCEPTANCE SECTIONS #1 THROUGH #4 SHALL UTILIZE

OPEN WATER PLACEMENT AT THE DELAWARE RIVER ARTIFICIAL REEF LOCATION, SITE

4. SEE SPECIFICATIONS FOR LOCATION AND OTHER REQUIREMENTS.

4. EXISTING UTILITY CROSSINGS ARE APPROXIMATELY SHOWN. SEE SPECIFICATIONS

FOR ADDITIONAL IDENTIFICATION AND LOCATION INFORMATION, AND REQUIREMENTS

FOR CONDUCTING WORK NEAR THE LINES.

5. SEE OBJECT LOG TABLE IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON

ROCK REMOVAL SITES.

COLUMBIA GAS TRANSMISSION CO.

1 - 20" GAS PIPELINE (E)

-62.7’ BELOW NOAA MLLW

ACROSS CHANNEL

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Colonial Notes - F

30” Gas Pipeline (F)

Line 3-S (F) is a stand-by pipe and not in use per Colonial Pipeline

-58.2 Below NOAA MLLW

Colonial Notes F2

30” Gas Pipeline (F2)

-59.6 Below NOAA MLLW

Line 3 (F2) data provided by Colonial Pipeline to USACE

Data was derived from multiple in line investigation datasets

Data is considered accurate to within 1m buffered circle on the horizontal plane.

For Cross Sectional information of pipe, see REF A

MARCUS HOOK 12

MARCUS HOOK 38

A.S. #2

(SEE NOTE 2.)

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C-103

PHILADELPHIA

PLAN - STA. 131+000 TO STA. 138+250

PLAN - STA. 131+000 TO STA. 138+250

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-104 FOR PLANS - ACCEPTANCE SECTIONS #1 THROUGH #4. SEE SHEET

C-301 FOR TYPICAL SECTION.

3. DISPOSAL OF MATERIAL FROM ACCEPTANCE SECTIONS #1 THROUGH #4 SHALL UTILIZE

OPEN WATER PLACEMENT AT THE DELAWARE RIVER ARTIFICIAL REEF LOCATION, SITE

4. SEE SPECIFICATIONS FOR LOCATION AND OTHER REQUIREMENTS.

4. EXISTING UTILITY CROSSINGS ARE APPROXIMATELY SHOWN. SEE SPECIFICATIONS

FOR ADDITIONAL IDENTIFICATION AND LOCATION INFORMATION, AND REQUIREMENTS

FOR CONDUCTING WORK NEAR THE LINES.

5. SEE OBJECT LOG TABLE IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON

ROCK REMOVAL SITES.

N 338641

E 215724

(SEE NOTE 5.)

N 349466

E 225661

(SEE NOTE 5.)

N 361424

E 244230

(SEE NOTE 5.)

N 352803

E 230055

(SEE NOTE 5.)

D

2 3

C

4 5

A

B

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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C-104

PHILADELPHIA

PLAN - ACCEPTANCE SECTION #1 (BELLEVUE 4)

PLAN - ACCEPTANCE SECTION #1 (BELLEVUE 4)

PLAN - ACCEPTANCE SECTION #2 (MARCUS HOOK 12)

PLAN - ACCEPTANCE SECTION #2 (MARCUS HOOK 12)

PLAN - ACCEPTANCE SECTION #3 (MARCUS HOOK 33)

PLAN - ACCEPTANCE SECTION #3 (MARCUS HOOK 33)

PLAN - ACCEPTANCE SECTION #4 (MARCUS HOOK 38)

PLAN - ACCEPTANCE SECTION #4 (MARCUS HOOK 38)

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SHEET C-301 FOR TYPICAL SECTION.

3. PAYMENT FOR REMOVAL OF ROCK IN THE AREAS SHOWN ON THIS SHEET IS LUMP SUM. THE APPROXIMATE

AREAS SHOWN (WHICH ARE ENCLOSED BY THE 47 FOOT DEPTH CONTOUR) AND ASSOCIATED QUANTITIES ARE

PROVIDED TO THE BIDDERS FOR INFORMATION ONLY. THE 1 FOOT CONTOURS (INCLUDING THE 47 FOOT DEPTH

CONTOUR) AS SHOWN WERE GENERATED USING XYZ DATA (COLLECTED ON 11 MARCH 2021 ) IN HYPACK BY

BINNING DATA TO A 1X1 MINIMUM (PICKING THE SHOALEST SOUNDING IN A 1FT CELL). XYZ "ALL" DATA AND THE

ROCK REMOVAL BORDERS SHOWN ARE AVAILABLE TO BIDDERS UPON REQUEST.

4. SEE SHEETS C-102 AND C-103 FOR CHANNEL PLANS WITH EXISTING UTILITY CROSSINGS.

5. SEE OBJECT LOG TABLE IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON ROCK REMOVAL SITES.

COORDINATES SHOWN ON THIS SHEET FOR THE APPROXIMATE LOCATIONS OF THE ROCK OBSTRUCTIONS

CROSS-REFERENCE THE COORDINATES PROVIDED IN THE TABLE.

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

NORTH

PLAN

EL. 47 EL. 47

EXISTING BOTTOM

REQUIRED AREA OF ROCK REMOVAL

(VARIES, SEE NOTE 3.)

SEE NOTE 2.

REQUIRED REQUIRED

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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C-301

PHILADELPHIA

NTS

TYPICAL SECTION - ROCK REMOVAL

TYPICAL SECTION - ROCK REMOVAL

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. OVERDREDGE AS NEEDED TO CLEAR AREAS TO 47 FT MLLW. SEE SHEET C-104 FOR APPROXIMATE

AREAS FOR CLEARING.

3. SEE OBJECT LOG TABLE AND OTHER DATA PROVIDED IN THE SPECIFICATIONS FOR ADDITIONAL

INFORMATION ON ROCK REMOVAL SITES.