W912BU22B0013-Dwgs.pdf

PDF 13 MB Posted Aug 25, 2022

Attached to: W912BU22B0013-Oakwood Beach Replenishment, New Jersey
Solicitation number: W912BU
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for beach nourishment services. The U.S. Army Corps of Engineers, Philadelphia District, is seeking to award a firm fixed contract to pump and place approximately 24,000 cubic yards of sand from a borrow area in the Delaware River up to 5 miles south of Oakwood Beach in Elsinboro Township, Salem County, New Jersey. The goal is to restore the beach design to 50 feet wide at Elevation +6.0 feet NAVD88. Three quantity options are provided to potentially place 5,000, 10,000, or 15,000 additional cubic yards depending on bid prices and sand needs. The sand must come from the specified offshore borrow area and trucking in sand will not be permitted. The contractor must use screening devices to prevent munitions and explosives of concern from being placed on the beach. The solicitation number is W912BU and bids are due by the U.S. Army Corps of Engineers, Philadelphia District.

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File	Type	Posted
W912BU22B0013 Amendment 0001.pdf	PDF	Oct 31, 2022
W912BU22B0013-Solicitation and Specs.pdf	PDF	Aug 25, 2022
B.04.20 - Wage Rate Determination (CW).pdf	PDF	Aug 25, 2022

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LOCATION MAP

OF WORK

LOCATION

US Army Corps of Engineers

DISTRICT

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

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PHILADELPHIA

BEACH NOURISHMENT

SALEM COUNTY, NEW JERSEY

OAKWOOD BEACH

25 AUG 2022

W912BU22B0013

DRAWINGS INDEX

SHEET NUMBER SHEET TITLE

GENERAL

G-001

COVER SHEET

CIVIL

C-001

GENERAL INFORMATION SHEET

C-002

SURVEY INFORMATION

C-100

GENERAL PLAN

C-101

PLAN - STA. 164+65 TO STA. 195+00

C-102

PLAN - STA. 127+31 TO STA. 164+65

C-103

PLAN - STA. 98+00 TO 127+31

C-104

PLAN - BORING LOCATION

C-105

PLAN - BORROW AREA SOUNDINGS

C-106

PLAN - BORROW AREA SOUNDINGS

C-300

TYPICAL SECTION AND DETAILS

C-301

CROSS SECTIONS

C-302

CROSS SECTIONS

NTS

OF PROJECT

LOCATION

VICINITY MAP

SCALE IN MILES

10 5 10 20 40

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.

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CONTRACTOR ACCESS

SURVEY BASELINE

OUTFALL PIPE

STATION

OFFSET

STONE GROIN

40+00

VIBRACORE BORING LOCATION

FILL SLOPE AND BERM LINE

TIMBER GROIN

VEGETATION

CONTRACTOR WORK LIMIT

SAND FENCE

MEAN LOW WATER LINE

MEAN HIGH WATER LINE

CONTRACTOR STAGING/

STORAGE AREA

20'

CONTOUR LINE

TIDAL REFERENCE (REEDY POINT, DE)

MLW

NAVD 88

MHW

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

HORIZONTAL AND VERTICAL CONTROL

MARKER

LINE TYPE LEGEND

BEACHFILL PLAN SYMBOLS LEGEND

SCALE=NTS

SEAWARD EDGE OF BERM

STATION OFFSET

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

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 NLT NOT LESS THAN 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 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

GENERAL NOTES:

1. ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.

2. THE SOLID CONTOURS OF THE BORROW AREA ARE EXPRESSED IN CORPS OF ENGINEERS, PHILADELPHIA DISTRICT MEAN LOWER LOW

WATER, WHICH IS 2.97' BELOW NAVD 1988 ADJUSTMENT.

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

4. THE CONTRACTOR WORK LIMIT CAN BE FOUND ON SHEETS C-101 THROUGH C-103. SEE SHEET C-002 FOR CONTRACTOR WORK LIMIT

COORDINATE TABLE.

5. ALL BEACHFILL MATERIAL SHALL BE OBTAINED FROM THE BORROW AREA SHOWN ON SHEET C-105 AND C-106.

6. THE STAGING AND ACCESS AREA SHOWN ON THESE DRAWINGS IS APPROXIMATE. EXACT LOCATION WILL BE SPECIFIED BY THE

CONTRACTING OFFICER.

7. THE CONTRACTOR MAY ENCOUNTER LOCATIONS THAT REQUIRE THE PLACEMENT OF SAND OVER AND UP AGAINST EXISTING CONCRETE

SEAWALLS, STEPS, TIMBER AND STEEL BULKHEADS, STONE RIPRAP AND OTHER EXISTING FEATURES. DURING THE PLACEMENT OF THIS

SAND THE CONTRACTOR SHALL NOT DRIVE OR PLACE ANY EQUIPMENT DIRECTLY OVER THESE STRUCTURES. THE SAND SHALL BE

PUSHED FROM THE SEAWARD SIDE, OVER AND UP AGAINST THESE STRUCTURES. ANY DAMAGE TO THESE STRUCTURES CAUSED BY THE

CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. THE CONTRACTOR WILL BE REQUIRED TO REMOVE ANY VISIBLE TREE DEBRIS THAT IS LYING WITHIN THE FILL AREA PRIOR TO BEACHFILL

CONSTRUCTION. THE COR MUST APPROVE THE CLEARED BEACH AREA BEFORE THE BEACHFILL COMMENCEMENT. SEE THE PROJECT

SPECIFICATIONS FOR DISPOSAL AND REMOVAL REQUIREMENTS. ANY DEBRIS REMOVED OUTSIDE OF THE FILL AREAS WILL BE AT NO

ADDITIONAL COST TO THE GOVERNMENT.

9. THE CONTRACTOR SHALL MOVE DEBRIS AS NEEDED TO INSTALL OR TRAVERSE PLANT AND EQUIPMENT IN LOCATIONS OUTSIDE OF THE

FILL AREA AT NO ADDITIONAL COST TO THE GOVERNMENT.

OBO-3

BORING LOCATION

DRV-43

PUBLIC ACCESS SIGN

ADA ACCESS SIGN

MHW

MLW

BUOY MARKERS

2 3

4 5

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170+00

150+00 145+00

STA. 197+00

N 268800.64

E 206768.53

STA. 190+50

N 268201.05

E 206519.11

STA. 184+70

N 267665.22

E 206297.13

STA. 175+00

N 266803.12

E 205852.84

STA. 169+80

N 266352.47

E 205593.58

STA. 164+70

N 265871.03

E 205425.63

STA. 159+70

N 265394.09

E 205275.85

STA. 154+75

N 264947.85

E 205061.67

STA. 149+98

N 264537.34

E 204819.78

STA. 144+80

N 264102.07

E 204537.97

STA. 140+00

N 263707.93

E 204264.01

STA. 134+85

N 263319.44

E 203925.92

STA. 125+60

N 262615.77

E 203325.49

STA. 120+20

N 262234.56

E 202943.07

STA. 115+00

N 261860.36

E 202584.16

STA. 110+25

N 261521.05

E 202249.61

STA. 105+30

N 261170.84

E 201899.79

STA. 101+00

N 260873.89

E 201588.79

STA. 98+00

N 260592.72

E 201484.13

S T

170+00

150+00 145+00

STA. 197+00

N 268800.64

E 206768.53

STA. 190+50

N 268201.05

E 206519.11

STA. 184+70

N 267665.22

E 206297.13

STA. 179+65

N 267212.38

E 206073.60

STA. 175+00

N 266803.12

E 205852.84

STA. 169+80

N 266352.47

E 205593.58

STA. 164+70

N 265871.03

E 205425.63

STA. 159+70

N 265394.09

E 205275.85

STA. 154+75

N 264947.85

E 205061.67

STA. 149+98

N 264537.34

E 204819.78

STA. 144+80

N 264102.07

E 204537.97

STA. 140+00

N 263707.93

E 204264.01

STA. 134+85

N 263319.44

E 203925.92

STA. 130+00

N 262948.60

E 203613.35

STA. 125+60

N 262615.77

E 203325.49

STA. 120+20

N 262234.56

E 202943.07

STA. 115+00

N 261860.36

E 202584.16

STA. 110+25

N 261521.05

E 202249.61

STA. 105+30

N 261170.84

E 201899.79

STA. 101+00

N 260873.89

E 201588.79

STA. 98+00

N 260592.72

E 201484.13

SURVEY AND CONSTRUCTION

BASELINE (TYP)

STATION NORTHING EASTING AZIMUTH NORTH

99+89 260770.26 201550.22 -44.31

105+30 261170.84 201899.79 -44.31

110+25 261521.05 202249.61 -45.17

115+01.50 261859.29 202583.11 -45.80

120+20 262234.56 202943.07 -45.47

125+60 262615.77 203325.49 -46.76

130+00 262948.60 203613.35 -49.30

134+85 263319.44 203925.92 -49.41

140+00 263707.93 204264.01 -52.02

144+80 264102.07 204537.97 -56.06

149+98 264537.34 204819.78 -58.31

154+75 264947.85 205061.67 -61.93

159+70 265394.09 205275.85 -63.25

164+70 265871.03 205425.63 -64.42

169+80 266352.47 205593.58 -65.64

175+00 266803.12 205852.84 -64.18

179+65 267212.38 206073.60 -62.74

184+70 267665.22 206297.13 -65.66

190+50 268201.05 206519.11 -67.42

PRE/POST PLACEMENT CONDITION SURVEY PROFILE ORIGIN POINTS

STATION NORTHING EASTING AZIMUTH NORTH

99+89 260770.26 201550.22 -44.31

105+30 261170.84 201899.79 -44.31

110+25 261521.05 202249.61 -45.17

115+01.50 261859.29 202583.11 -45.80

120+20 262234.56 202943.07 -45.47

125+60 262615.77 203325.49 -46.76

130+00 262948.60 203613.35 -49.30

134+85 263319.44 203925.92 -49.41

140+00 263707.93 204264.01 -52.02

144+80 264102.07 204537.97 -56.06

149+98 264537.34 204819.78 -58.31

154+75 264947.85 205061.67 -61.93

159+70 265394.09 205275.85 -63.25

164+70 265871.03 205425.63 -64.42

169+80 266352.47 205593.58 -65.64

175+00 266803.12 205852.84 -64.18

179+65 267212.38 206073.60 -62.74

184+70 267665.22 206297.13 -65.66

190+50 268201.05 206519.11 -67.42

PRE/POST PLACEMENT CONDITION SURVEY PROFILE ORIGIN POINTS

CWL COORDINATES

POINT NUMBER

NORTHING

260752.89

260908.97

260867.45

260845.58

260801.24

260829.35

260822.93

260851.83

260926.74

260912.34

261060.32

261115.51

261538.00

261591.07

261768.07

262294.10

262454.66

262518.50

262667.98

262730.36

262816.16

263158.19

263626.15

264019.03

264409.71

264959.38

265397.21

265711.27

265885.53

266366.63

266495.75

266614.32

267259.43

267679.26

268068.69

268223.31

268342.85

268712.29

EASTING

201615.28

201617.87

201684.78

201669.70

201736.91

201763.13

201785.84

201805.85

201701.97

201689.80

201768.67

201837.78

202231.01

202341.92

202481.35

202976.61

203132.13

203196.59

203272.25

203407.12

203478.87

203777.40

204172.09

204465.82

204729.07

205052.72

205263.33

205367.27

205391.06

205561.79

205685.37

205733.70

206075.92

206255.51

206447.49

206467.13

206569.54

206721.02

2 3

4 5

1 2 3 4 5

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C-002

PHILADELPHIA

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PLAN - SURVEY INFORMATION

NOTES:

1. SEE SPECIFICATIONS FOR SURVEY CONTROL DESCRIPTION SHEETS.

DELAWARE RIVER

REEDY ISLAND

C & D CANAL

POOLES ISLAND

SALEM RIVER

SHEET C-101 SHEET C-102 SHEET C-103

OAKWOOD BEACH

SHEET C-105

SHEET C-106

NEW JERSEY

DELAWARE

DELAWARE RIVER

C & D CANAL

POOLES ISLAND

SALEM RIVER

SHEET C-101 SHEET C-102 SHEET C-103

CONTRACTOR

STAGING AND ACCESS

DELAWARE RIVER CHANNEL CENTERLINE

FILL AREA

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OBO-3

DELAWARE RIVER

S L A

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OBO-3

TIE INTO EXIST

BERM AT EL. +6.0

STA. 190+50

68.39' LT

TOE OF SLOPE

LANDWARD EDGE

OF BERM

SEAWARD EDGE

OF BERM

SURVEY AND CONSTR (TYP)

EXIST PUBLIC ACCESS

AND ADA SIGNS

EXIST OUTFALL

EXIST ADA PUBLIC ACCESS WALKWAY

(TO REMAIN)

EXIST OUTFALL

INVERT EL: -2.58' (NAVD 88)

STA. 169+80

58.82' LT

LANDWARD EDGE

OF BERM

SEAWARD EDGE

OF BERM

TOE OF SLOPE

170+00

171+00

172+00

173+00

174+00

175+

176+

177+

178+

179+

H W

M H

H W

M H

L W

M L W

L W

CONTRACTOR WORK

LIMIT (TYP)

STA. 192+00

7.90' LT

TIE INTO EXIST

BERM AT EL. +6.0

STA. 189+00

15.50' LT

STA. 171+50

8.11' LT

TIE INTO EXIST

BERM AT EL. +6.0

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NOTES:

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

M A

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PLAN - STA. 164+65 TO STA. 195+00

B E

N D

E R

R O

A D

DELAWARE RIVER

S O

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X X

X X X

X X

OBO-2

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R O

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DELAWARE RIVER

S O

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X X

X X X

OBO-2

STA. 164+70

70.26' LT

LANDWARD EDGE

OF BERM

EXIST SAND

FENCE TO REMAIN (TYP)

EXIST OUTFALL

EXIST PUBLIC

ACCESS SIGN

EXIST OUTFALL

SURVEY AND CONSTR (TYP)

EXIST OUTFALL

EXIST PUBLIC ACCESS WALKWAY

(TO REMAIN)

EXIST PUBLIC ACCESS SIGN

141+00

142+00

143+00

144+00

145+00146+00147+00148+00149+00150+00

151+00

152+00

153+00

154+00

M H

MHW

M H

H W

L W

MLW

L W

CONTRACTOR WORK

LIMIT (TYP)

TOE OF SLOPE

SEAWARD EDGE

OF BERM

TIE INTO EXIST

BERM AT EL. +6.0

STA. 163+00

7.93' LT

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C-102

PHILADELPHIA

NORTH

PLAN

NOTES:

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

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PLAN - STA. 127+31 TO STA. 164+65

I V

F O

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A L E

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OBO-1

I V

DELAWARE RIVER

F O

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E L F

S B

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A L E

R D

OBO-1

C-103

TOE OF SLOPE

STA. 125+60

92.67' LT

SEAWARD EDGE

OF BERM

LANDWARD EDGE

OF BERM

EXIST SAND FENCE (TO REMAIN)

STA. 105+30

53.66' LT

SURVEY AND CONSTR (TYP)

SEAWARD EDGE

OF BERM

STA. 110+25

51.26' LT

LANDWARD EDGE

OF BERM

TOE OF SLOPE

INSTALL SAND FENCE

(SEE NOTE 4)

CONTRACTOR ACCESS

(SEE NOTE 3)

EXIST STONE AND

CONCRETE DIKE

EXIST WOOD RAMP

CONTRACTOR STAGING AREA

(PSE&G PARKING LOT)

(APPROX. 7900 SQUARE FEET)

(SEE NOTE 5)

EXIST WOOD GUIDERAIL

(TYP) (SEE NOTE 2)

STA. 101+00

51.89' LT

BEGIN SAND FENCE

STA. 100+00

TIE INTO EXIST SAND FENCE

STA. 104+45

CONTRACTOR

WORK LIMIT (TYP)

TIE INTO EXIST

BERM AT EL. +6.0

STA. 127+00

13.22' LT

TIE INTO EXIST

BERM AT EL. +6.0

STA. 124+00

16.25' LT

TIE INTO EXIST

BERM AT EL. +6.0

STA. 111+40

15.86' LT

TIE INTO EXIST

BERM AT EL. +6.0

STA. 99+00

+7.0

+5.0

+ 5.0

CONTRACTOR

STAGING AREA

(PSE&G PARKING LOT)

EXIST. PUBLIC

ACCESS SIGN

EXIST. STONE AND

CONCRETE DIKE

CONTRACTOR

ACCESS

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C-103

PHILADELPHIA

NORTH

PLAN

NOTES:

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

2. THE WOOD GUIDERAIL IS APPROXIMATELY 2 FEET HIGH AND IS MADE UP OF 6" X 6" POSTS SPACED AT 6' CENTER TO CENTER, WITH 2" X 8" WOOD BEAMS

RUNNING BETWEEN THE POSTS. THE CONTRACTOR MAY TEMPORARILY REMOVE THE GUIDERAIL TO GAIN ACCESS TO THE SITE. AT THE CONCLUSION OF THE

CONTRACT THE CONTRACTOR SHALL REINSTALL THE GUIDERAIL. ANY DAMAGE TO THE GUIDERAIL CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

3. THE CONTRACTOR SHALL CONSTRUCT A STONE ACCESS RAMP OVER THE STONE AND CONCRETE DIKE TO GAIN ACCESS TO THE BEACH. AT THE CONCLUSION

OF THE PROJECT THE CONTRACTOR SHALL REMOVE THE ACCESS RAMP. DAMAGE TO THE STONE AND CONCRETE DIKE CAUSED BY THE CONTRACTOR SHALL

BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

4. SAND FENCE SHALL BE INSTALLED PER THE DETAILS ON SHEET C-300. SAND FENCE SHALL BE INSTALLED ALONG THE APPROXIMATE LOCATIONS SHOWN ON

THIS SHEET. THE CONTRACTOR SHALL PROVIDE 5' OPENINGS IN THE SAND FENCE AT EVERY HOUSE ALONG SAND FENCE INSTALLATION LIMITS. EXACT

LOCATION OF THE SAND FENCE AND THE OPENINGS WILL BE DETERMINED IN THE FIELD.

5. CONTRACTOR SHALL INSTALL 2" THICK GRAVEL OVER THE ENTIRE PSE&G PARKING LOT AT THE END OF THE CONTRACT, EXCEPT FOR THE PAVED HANDICAP

PARKING SPACE. GRAVEL SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM SITE AND SHALL BE APPROVED BY THE COR. SEE THE CONTRACT

SPECIFICATIONS FOR RESTORATION OF PSE&G PARKING LOT.

M A

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PLAN - STA. 98+00 TO STA. 127+31

DETAIL - CONTRACTOR STAGING AND ACCESS AREA

NORTH

PLAN

170+00

150+00 145+00

DRV-106

DRV-107

DRV-108

DRV-109

DRV-110

DRV-111

DRV-38

DRV-39

DRV-40

DRV-41

DRV-42

DRV-44

DRV-43

OAKWOOD BEACH

NEW JERSEY

OBO-1

OBO-2

OBO-3

MAIN CHANNEL

170+00

150+00 145+00

DRV-106

DRV-107

DRV-108

DRV-109

DRV-110

DRV-111

DRV-38

DRV-39

DRV-40

DRV-41

DRV-42

DRV-44

DRV-43

NEW JERSEY

OBO-1

OBO-2

OBO-3

MAIN CHANNEL

DELAWARE RIVER CHANNEL CENTERLINE

FILL AREA

N 238383

E 192080

N 263438

E 198883

2 3

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C-104

PHILADELPHIA

NOTE:

1. SEE SPECIFICATIONS FOR VIBRACORE DATA.

NORTH

PLAN

PLAN - BORING LOCATION

I T

N 252955

E 195710

N 252750

E 196475

EDGE OF

CHANNEL

EDGE OF

CHANNEL

CHANNEL ℄

I T

N 252955

E 195710

N 252750

E 196475

EDGE OF

CHANNEL

EDGE OF

CHANNEL

CHANNEL ℄

BUOY #8

FLASH RED

EBB TIDE

BUOY #9

FLASH GREEN

FLOOD TIDE

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C-105

PHILADELPHIA

NORTH

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M A

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NOTES:

1. SEE SHEET C-001 FOR GENERAL NOTES.

2. THE VERTICAL REFERENCE FOR THESE SOUNDINGS IS MEAN LOWER LOW WATER, WHICH IS 2.97' BELOW NAVD 88.

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

4. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS CONDUCTED IN DECEMBER 2021 AND

CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

5. THE SOLID CONTOURS WERE GENERATED USING THE AVERAGE DEPTH WITHIN A 3' X 3' CELL, AND SHIFTED TO THE CELL'S CENTER.

6. MAXIMUM DREDGING DEPTH IN THE BORROW AREA SHALL NOT EXCEED ELEVATION -50 FEET MLLW WITH A 1 FOOT ALLOWABLE OVERDEPTH.

7. THIS SHEET SHOULD BE PRINTED IN COLOR TO SEE DEPTH CONTOURS.

DEPTH LEGEND

< 42

42 - 44

44 - 45

45 - 46

46 - 47

47 - 50

> 50

PLAN - BORROW AREA SOUNDINGS

N 243325

E 192975

N 243130

E 193760

EDGE OF

CHANNEL

I T

CHANNEL ℄

EDGE OF

CHANNEL

N 243325

E 192975

N 243130

E 193760

EDGE OF

CHANNEL

I T

CHANNEL ℄

EDGE OF

CHANNEL

N 239461

E 192291

2 3

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C-106

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DEPTH LEGEND

< 42

42 - 44

44 - 45

45 - 46

46 - 47

47 - 50

> 50

NOTES:

1. SEE SHEET C-001 FOR GENERAL NOTES.

2. THE VERTICAL REFERENCE FOR THESE SOUNDINGS IS MEAN LOWER LOW WATER, WHICH IS 2.97' BELOW NAVD 88.

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

4. THE INFORMATION DEPICTED ON THIS MAP REPRESENT THE RESULTS OF SURVEYS CONDUCTED IN DECEMBER 2021 AND

CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

5. THE SOLID CONTOURS WERE GENERATED USING THE AVERAGE DEPTH WITHIN A 3' X 3' CELL, AND SHIFTED TO THE CELL'S CENTER.

6. MAXIMUM DREDGING DEPTH IN THE BORROW AREA SHALL NOT EXCEED ELEVATION -50 FEET MLLW WITH A 1 FOOT ALLOWABLE OVERDEPTH.

7. THIS SHEET SHOULD BE PRINTED IN COLOR TO SEE DEPTH CONTOURS.

PLAN - BORROW AREA SOUNDINGS

-10

-20

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

LANDWARD EDGE OF BERM

AND CONTRACTOR WORK LIMIT (SEE NOTE 3)

SEAWARD EDGE OF BERM

TOE OF SLOPE

ELEV. +6.0

SURVEY

EXISTING GROUND

MHW EL +2.55

MLW EL -2.79

VARIES

SEE PLAN VIEWS

VARIES

(50' MIN EXCEPT IN TAPERED AREAS)

(SEE PLAN VIEWS)

DISTANCE FROM BASELINE (FEET)

E L

E V

A T

I O

A V

XXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXXXXXXXXXXXX

X X

SAND FENCE

(SEE NOTE 2)

BEACHFILL TEMPLATE

CONTRACTOR WORK LIMIT VARIES

(SEE NOTE 3)

WOOD POST

LANDWARD EDGE OF BERM

SAND FENCE

(SEE NOTE)

NOTE:

1. ALTERNATE FENCE FROM LANDWARD TO SEAWARD

SIDE OF POSTS AT EACH POST.

13'

5' MIN (EXACT LOCATION WILL

BE DETERMINED IN THE FIELD)

FINAL GRADE

ATTACH SAND FENCE TO POST WITH 14 GAUGE MIN.

GALVANIZED WIRE TIES (4 EA. MIN)

I N

" X

" SLATS (2

" GAP BETWEEN SLATS)

FIVE ROWS - 12.5 GAUGE MIN. GALVANIZED

WIRES (FRONT AND BACK) - TWISTED BETWEEN

SLATS STRANDS (SEE NOTE)

3"Ø MIN. ROUND POST

@ 10' C-C MAX.

8'-0" LONG WOOD

POST MINIMUM

NOTE:

1. NOT LESS THAN TWO 360 DEGREE TWISTS OF

WIRE IN THE WEAVE BETWEEN SLATS.

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C-300

PHILADELPHIA

NTS

TYPICAL BEACHFILL TEMPLATE - STA. 98+50 TO STA. 196+00

NTS

DETAIL - EXISTING TREE DEBRIS

EXIST DEBRIS (TYP)

(SEE NOTE 1)

NOTES:

1. IMAGE SHOWN IS AN EXAMPLE OF EXISTING TREE DEBRIS AT THE PROJECT SITE. SEE CONTRACT

SPECIFICATIONS FOR SPECIFIC LIST OF TREE DEBRIS TO BE REMOVED.

2. SAND FENCE SHALL BE INSTALLED ONLY AT LOCATIONS SHOWN ON SHEET C-103. SEE DETAILS 2 AND 3

ON THIS SHEET FOR SAND FENCE INSTALLATION.

3. THE CONTRACTOR WORK LIMIT CAN BE FOUND ON SHEETS C-101 THROUGH C-103. SEE SHEET C-002

FOR CONTRACTOR WORK LIMIT COORDINATES.

NTS

DETAIL - TYPICAL SAND FENCE LAYOUT

NTS

DETAIL - SAND FENCE AND POST

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 125+59.97

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

MHW EL +2.55

MLW EL -2.79

DISTANCE FROM BASELINE (FEET)

STATION 120+20.00

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 115+01.50

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 110+25.00

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 105+30.00

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 100+00.00

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 130+00.01

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 134+85.01

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 140+00.01

E L E

V A

T I O

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LEGEND

SURVEY

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

BEACHFILL TEMPLATE

EXISTING GROUND

MEAN HIGH WATER (MHW) (APPROX.)

MEAN LOW WATER (MLW) (APPROX.)

SURVEY BASELINE

LEGEND

BEACHFILL TEMPLATE (NO FILL)

STA. 99+00

· BEGIN FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

EXIST GROUND (TYP)

BEACHFILL TEMPLATE (TYP)

BEACHFILL TEMPLATE

FILL NOT REQUIRED (TYP)

STA. 111+40

· END FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

STA. 127+00

· END FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

STA. 124+00

· START FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

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C-301

PHILADELPHIA

CROSS SECTIONS - STA. 100+00 TO STA. 140+00

NOTES:

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

2. THE INFORMATION DEPICTED ON THESE CROSS SECTIONS ARE THE RESULTS OF SURVEYS MADE IN APRIL

2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

3. SEE SHEET C-300 FOR TYPICAL BEACHFILL CROSS SECTION DETAIL.

-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 144+80.01

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DISTANCE FROM BASELINE (FEET)

STATION 149+98.54

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-700 -600 -500 -400 -300 -200 -100 0 100

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 154+75.02

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 184+69.72

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 179+64.71

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 174+99.70

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 169+79.80

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 164+69.91

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 159+70.00

E L E

V A

T I O

A V

-700 -600 -500 -400 -300 -200 -100 0

-20

-10

DISTANCE FROM BASELINE (FEET)

STATION 190+49.70

E L E

V A

T I O

A V

SURVEY

BEACHFILL TEMPLATE

EXISTING GROUND

MEAN HIGH WATER (MHW) (APPROX.)

MEAN LOW WATER (MLW) (APPROX.)

SURVEY BASELINE

LEGEND

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

MHW EL +2.55

MLW EL -2.79

BEACHFILL TEMPLATE (NO FILL)

EXIST GROUND (TYP)

BEACHFILL TEMPLATE

FILL NOT REQUIRED (TYP)

BEACHFILL TEMPLATE (TYP)

STA. 163+00

· START FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

STA. 189+00

· START FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

STA. 192+00

· END FILL

· TAPER BERM TO

EXIST GROUND

(EL. +6.0)

STA. 171+00

· END FILL

· TAPER BERM TO EXIST

GROUND (EL. +6.0)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

L I C

I T

A T

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U M

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F I

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D W

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C O

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SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

E S

U B

M I T

T A

A T

U S

R M

O R

N G

I N

E E

R S

D I S

T R

I C

D W

R E

V I E

W E

D E

P L O

C A

L E

C K

W N

D A

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M G

S S

P P

G S

P H

I L A

D E

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H I A

-W

B U

T I O

N S d w g

C R

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E C

T I O

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B E

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H M

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K W

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C H

C-302

PHILADELPHIA

CROSS SECTIONS - STA. 144+80 TO STA. 190+50

NOTES:

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

2. THE INFORMATION DEPICTED ON THESE CROSS SECTIONS ARE THE RESULTS OF SURVEYS MADE IN APRIL

2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.

3. SEE SHEET C-300 FOR TYPICAL BEACHFILL CROSS SECTION DETAIL.

Sheets and Views

G-001 COVER SHEET

C-001 GENERAL INFORMATION SHEET

C-002 SURVEY INFORMATION

PLAN - SURVEY INFORMATION(2)

CWL

C-100 GENERAL PLAN

PLAN - GENERAL PLAN

C-101 PLAN - STA. 164+65 TO STA. 195+00

PLAN - STA. 164+65 TO STA. 195+00

C-102 PLAN - STA. 127+31 TO STA. 164+65

PLAN - STA. 127+31 TO STA. 164+65

C-103 PLAN - STA. 98+00 TO 127+31

PLAN - STA. 98+00 TO STA. 127+31

DETAIL - CONTRACTOR STAGING AND ACCESS AREA

C-104 PLAN - BORING LOCATION

PLAN - BORING LOCATION

C-105 PLAN - BORROW AREA SOUNDINGS

PLAN - BORROW AREA SOUNDINGS

C-106 PLAN - BORROW AREA SOUNDINGS

PLAN - BORROW AREA SOUNDINGS 106

C-300 TYPICAL SECTION AND DETAILS

TYPICAL BEACHFILL TEMPLATE - STA. 103+50 TO STA. 195+50

DETAIL - TYPICAL SAND FENCE LAYOUT(2)

DETAIL - SAND FENCE AND POST

C-301 CROSS SECTIONS

CROSS SECTIONS - STA. 100+00 TO STA. 140+00

C-302 CROSS SECTIONS

CROSS SECTIONS - STA. 144+80 TO STA. 190+50

	2022-08-22T08:29:22-0400
CLAPP.CHRISTINE.D.1228846372

	2022-08-22T08:46:14-0400
MOFFATT.BARBARA.F.1228997893

File details come from the government source that posted it. Updated Aug 25, 2022.