W912BU-18-B-0015Amendment0001_Dwgs.pdf

PDF 6 MB Posted Sep 14, 2018

Attached to: Maintenance Dredging Delaware River Philadelphia to the Sea PA, NJ and DE
Solicitation number: W912BU-18-B-0015
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Amendment 0001 Drawings

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W912BU-18-B-0015Amendment0001_Specs.pdf	PDF	Sep 14, 2018

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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

OF WORK

LOCATIONS

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.

OPTION 1

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-103

OPTION 1 - GENERAL PLAN - WILMINGTON HARBOR

C-104

OPTION 1 - PLAN - WILMINGTON HARBOR

C-105

OPTION 1 - GENERAL PLAN- MARCUS HOOK ANCHORAGE

C-106

OPTION 1 - PLAN - MARCUS HOOK ANCHORAGE

C-301

OPTION 1 - SECTIONS - WILMINGTON HARBOR

C-302

OPTION 1 - SECTIONS - MARCUS HOOK ANCHORAGE

C-401

PLAN - PEDERICKTOWN DISPOSAL AREA

C-402

PLAN - KILLCOHOOK DISPOSAL AREA

US Army Corps of Engineers

DISTRICT

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

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D E

PHILADELPHIA

MAINTENANCE DREDGING

PA, NJ, AND DE

DELAWARE RIVER, PHILADELPHIA TO THE SEA

100% SUBMITTAL 02 AUG 2018

IFB# W912BU-18-B-0015

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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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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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CASTLE

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ELSMERE

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PENNS

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WILMINGTON

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CHESAPEAKE

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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

ELW-01

EXISTING MONITORING WELL

42.40

SPOT ELEVATION (KILLCOHOOK 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.)

LOCATION OF OPTION 1- NEW

MATERIAL AREA REQUIRED DREDGING

42.40

SPOT ELEVATION (PEDERICKTOWN DISPOSAL AREA)

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 NORTH AND KILLCOHOOK AREA NUMBER 1. SEE SHEETS C-401 AND C-402, RESPECTIVELY, FOR DISPOSAL AREA PLANS.

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.

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

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C-001

PHILADELPHIA

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EXISTING BOTTOM

PAY LIMITS

EXISTING CHANNEL LIMITS (VARIES)

25' 25'

1' OVERDEPTH

REQUIRED DEPTH 43' -

19+547.79

21+902.20

20+000

31+505.75

TINICUM RANGE

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PHILADELPHIA

INTERNATIONAL

AIRPORT

FT. MIFFLIN

I D

CRUM LYNNE

EDDYSTONE

MARCUS

HOOK

CLAYMONT

GRUBBS

LANDING

HOLLY OAK

BELLEVUE

EDGEMOOR

PENNE

GROVE

LEAGUE ISLAND

GLOUCESTER

CITY

MUD

ISLAND

WALT

WHITMAN

BRIDGE

PAULSBORO

COMMODORE

BARRY

BRIDGE

RACCOON

CREEK

CHERRY ISLAND

BENJAMIN

FRANKLIN

BRIDGE

RICHMOND

CAMDEN

CHESTER

PEDRICKTOWN SOUTH

DISPOSAL AREA

(NOT IN CONTRACT)

PEDRICKTOWN NORTH

DISPOSAL AREA

(AVAILABLE FOR THIS CONTRACT)

(SEE SHEET C-401)

OLDMANS

DISPOSAL AREA

(NOT IN CONTRACT)

NATIONAL PARK

DISPOSAL AREA

(NOT IN CONTRACT)

WILMINGTON HARBOR NORTH

DISPOSAL AREA

(NOT IN CONTRACT)

OPTION 1

(SEE SHEET C-105

AND C-106)

BASE BID

(SEE DETAIL 2 THIS SHEET)

CHRISTINA RIVER

WILMINGTON HARBOR

NOTE:

1. SEE SHEET C-001 FOR GENERAL INFORMATION

4000 0 4000 8000 12000

SCALE IN FEET

SCALE:

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

2 NTS

SCALE:

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

1 AS SHOWN

MATCHLINE MATCHLINE

RE: C-102 RE: C-102

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PHILADELPHIA

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NORTH

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PLAN

COLUMBIA GAS TRANSMISSION CO.

1 - 20" GAS PIPELINE (E)

-62.7’ BELOW NOAA MLLW

ACROSS CHANNEL

(COORDINATE WITH UTILITY COMPANIES

TO VERIFY LOCATION AND ELEVATION)

COLONIAL PIPELINE CO.

2-30" GAS PIPELINES, (F/F2),

-59.6' & -58.2' BELOW NOAA MLLW

ACROSS CHANNEL (COORDINATE WITH UTILITY

COMPANIES TO VERIFY LOCATION AND ELEVATION)

BASE CONTRACT- MARCUS HOOK RANGE (SEE SHEET C-102)

AS-27

AS-28

AS-29

AS-30

(SUNOCO BUNDLE RECEIVED 4/15) SUNOCO LOGISTICS,

3 - 6" CHEMICAL PIPELINES, 3 - 4" CHEMICAL PIPELINES (H)

TRANSCO GAS PIPELINE CORP., 1 - 16" GAS PIPELINE (I)

LINDE CO., 1 - 8" NITROGEN PIPELINE (G)

-56' BELOW NOAA MLLW ACROSS CHANNEL

(COORDINATE WITH UTILITY COMPANIES TO

VERIFY LOCATIONS AND ELEVATIONS IN ANCHORAGE)

TRANSCO GAS PIPELINE CORP.

1-12" GAS PIPELINE (J2)

(COORDINATE WITH UTILITY COMPANIES

TO VERIFY LOCATION AND ELEVATION)

ANCHORAGE LIMIT

OPTION 1 NEW MATERIAL

AREA REQUIRED DREDGING

OPTION 1 NEW MATERIAL

AREA REQUIRED DREDGING

EDGE OF CHANNEL (TYP.)

MARCUS HOOK RANGE

APPROX. LOCATION OF ABANDONED 12"

PIPE (COORDINATE WITH UTILITY

COMPANIES TO VERIFY REMOVAL)

CHANNEL CL

25' BUFFER

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C-105

PHILADELPHIA

SCALE:

OPTION 1 - GENERAL PLAN- MARCUS HOOK ANCHORAGE

AS SHOWN

NOTES:

1. SEE SHEET C-401 FOR PEDERICKTOWN DISPOSAL AREA PLAN.

2. SPUDDING IS NOT PERMITTED IN PIPELINE AREAS.

3. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO VERIFY LOCATION AND ELEVATION OF

ALL UTILITY CROSSINGS.

400 0 400 800 1600

NORTH

PLAN

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MARCUS HOOK RANGE

BASE CONTRACT- MARCUS HOOK RANGE

AS-27

AS-28

AS-28AS-29

AS-30

ANCHORAGE LIMIT

LEGEND:

- <45 RED

- 45-45.99 GREEN

- >= 46 BLUE

OPTION 1 NEW MATERIAL

AREA REQUIRED DREDGING

OPTION 1 NEW MATERIAL

AREA REQUIRED DREDGING

EDGE OF CHANNEL (TYP.)

CHANNEL CENTERLINE

C-302

25' BUFFER

EDGE OF CHANNEL (TYP.)

COLUMBIA GAS TRANSMISSION CO.

1 - 20" GAS PIPELINE (E)

-62.7’ BELOW NOAA MLLW

ACROSS CHANNEL

(COORDINATE WITH UTILITY COMPANIES

TO VERIFY LOCATION AND ELEVATION)

COLONIAL PIPELINE CO.

2-30" GAS PIPELINES, (F/F2),

-59.6' & -58.2' BELOW NOAA MLLW

ACROSS CHANNEL (COORDINATE WITH UTILITY

COMPANIES TO VERIFY LOCATION AND ELEVATION)

(SUNOCO BUNDLE RECEIVED 4/15) SUNOCO LOGISTICS,

3 - 6" CHEMICAL PIPELINES, 3 - 4" CHEMICAL PIPELINES (H)

TRANSCO GAS PIPELINE CORP., 1 - 16" GAS PIPELINE (I)

LINDE CO., 1 - 8" NITROGEN PIPELINE (G)

-56' BELOW NOAA MLLW ACROSS CHANNEL

(COORDINATE WITH UTILITY COMPANIES TO

VERIFY LOCATIONS AND ELEVATIONS IN ANCHORAGE)

TRANSCO GAS PIPELINE CORP.

1-12" GAS PIPELINE (J2)

(COORDINATE WITH UTILITY COMPANIES

TO VERIFY LOCATION AND ELEVATION)

APPROX. LOCATION OF ABANDONED 12"

PIPE (COORDINATE WITH UTILITY

COMPANIES TO VERIFY REMOVAL)

2 3

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1 2 3 4 5

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SCALE:

OPTION 1 - PLAN - MARCUS HOOK ANCHORAGE

AS SHOWN

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NORTH

PLAN

NOTES:

1. THIS SURVEY MEETS STANDARDS AS OUTLINED IN CORPS OF ENGINEERS HYDROGRAPHIC SURVEY MANUAL EM1110-2-1003, DATED

NOVEMBER 30, 2013 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. THE EXISTING CHANNEL DEPTHS SHOWN ARE THE RESULT OF SURVEYS CONDUCTED MAY AND JUNE 2018, AND CAN ONLY BE CONSIDERED

REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME. COLOR CONTOUR BANDS ARE USED TO DEPICT THE DEPTHS FROM

MINUS 48 AND ABOVE.

4. THE 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. COASTAL OCEANOGRAPHIC'S HYPACK MATRIX PROGRAM WAS USED TO

PERFORM THE SOUNDING SELECTION. "DEPTHS ARE IN FEET AND REFER TO MEAN LOWER LOW WATER (MLLW)."

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

6. SEE SHEET C-105 FOR OPTION 2 - GENERAL PLAN - MARCUS HOOK ANCHORAGE.

7. SEE SHEET C-401 FOR PEDERICKTOWN DISPOSAL AREA PLAN.

8. SEE SHEET C-302 FOR MARCUS HOOK ANCHORAGE CROSS SECTIONS.

9. SPUDDING IS NOT PERMITTED IN PIPELINE AREAS.

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EXISTING BOTTOM

400'

PAY LIMITS

400'

BASE BID- MARCUS HOOK RANGE

-45

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OFFSET (FT)

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300 400500600700800900100011001200130014001500160017001800190020002100220023002400250026002700 500

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OPTION 1 - MARCUS HOOK ANCHORAGE- NEW MATERIAL AREA

VARIES

REQ'D ELEV. -45

REQ'D ELEV. -43

1' OVERDEPTH

25'25'

EDGE OF CHANNEL

EXISTING BOTTOM

400'

PAY LIMITS

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MAIN CHANNEL

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-55

-50

OPTION 1 - MARCUS HOOK ANCHORAGE- NEW MATERIAL AREA

VARIES

REQ'D ELEV. -45

1' OVERDEPTH

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US Army Corps of Engineers

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PHILADELPHIA

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-401 FOR PEDERICKTOWN DISPOSAL AREA

3. UNDERGROUND UTILITIES NOT SHOWN ON SECTIONS. SEE SHEETS C-105 AND C-106 FOR UTILITY LOCATIONS.

SCALE:

TYPICAL CHANNEL SECTION - OPTION 1 - A.S. 28

AS SHOWN

SCALE:

TYPICAL CHANNEL SECTION - OPTION 1 - A.S. 29

AS SHOWN

SCALE IN FEET

100 0 100 200 300

10 0 10 20 30

V a a a a

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-105 OPTION 1 - GENERAL PLAN- MARCUS HOOK ANCHORAGE

C-106 OPTION 1 - PLAN - MARCUS HOOK ANCHORAGE

C-302 OPTION 1 - SECTIONS - MARCUS HOOK ANCHORAGE

C-401 PLAN - PEDERICKTOWN DISPOSAL AREA

C-402 PLAN - KILLCOHOOK DISPOSAL AREA

PLAN - KILLCOHOOK DISPOSAL AREA

DETAIL - ROAD CROSSING

File details come from the government source that posted it.