W912BU22B0010-Dwgs.pdf

PDF 22 MB Posted Sep 28, 2022

Attached to: Townsends Inlet to Cape May Inlet, Cape May County, New Jersey
Solicitation number: W912BU22B0010
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 maintenance dredging services. The U.S. Army Corps of Engineers, Philadelphia District, will award a firm fixed-price contract to place approximately 231,000 cubic yards of beachfill along the Atlantic Ocean coastline in the Borough of Avalon, Cape May County, New Jersey and approximately 464,000 cubic yards of beachfill along the Atlantic Ocean coastline in the Borough of Stone Harbor, Cape May County, New Jersey. Additional quantities of up to 175,000 cubic yards may be placed in each community under option quantities. The period of performance is 167 calendar days for base work and all option quantities. The estimated value of the contract is between $25,000,000 to $100,000,000. Interested parties can access the solicitation on SAM.gov and direct any questions to the specified Contract Specialist.

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Other files

File	Type	Posted
Abstract_W912BU22B0010-KO.pdf	PDF	Feb 24, 2023
TownsendInlet_2022_9column_xyz.txt	TXT text file	Oct 21, 2022
W912BU22B0010_SPECS-AM0001.pdf	PDF	Oct 21, 2022
W912BU22B0010_Dwgs-AM0001.pdf	PDF	Oct 21, 2022
W912BU22B0010-Specs.pdf	PDF	Sep 28, 2022
nj3 (2).txt	TXT text file	Sep 28, 2022

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US Army Corps of Engineers

DISTRICT

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

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PHILADELPHIA

TOWNSENDS INLET TO CAPE MAY INLET

BEACH NOURISHMENT

CAPE MAY COUNTY, NEW JERSEY

28 SEPTEMBER 2022

W912BU22B0010

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.

LOCATION MAP

OF WORK

LOCATION

OF PROJECT

LOCATION

VICINITY MAP

SCALE: NTS SCALE: NTS

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001

COVER SHEET

CIVIL

C-001

GENERAL INFORMATION SHEET

C-002

SURVEY AND CONSTRUCTION BASELINE

C-101

GENERAL PLAN - AVALON

C-102

GENERAL PLAN - STONE HARBOR

C-103

PLAN - STA.13+89 TO STA. 42+27

C-104

PLAN - STA. 42+27 TO STA. 77+28

C-105

PLAN - STA. 77+28 TO STA. 112+88

C-106

PLAN - STA. 182+94 TO STA. 217+95

C-107

PLAN - STA. 217+95 TO STA. 253+09

C-108

PLAN - STA. 253+09 TO STA. 287+90

C-109

PLAN - STA. 287+90 TO STA. 322+68

C-110

PLAN - STA. 322+68 TO STA. 352+38

C-301

TYPICAL SECTIONS - BEACHFILL

C-302

CROSS SECTIONS - STA. 14+00 TO STA. 39+50

C-303

CROSS SECTIONS - STA. 41+90 TO STA. 275+00

C-304

CROSS SECTIONS - STA. 280+00 TO STA. 314+80

C-305 CROSS SECTIONS - STA. 320+00 TO STA. 350+00

C-401 BORROW AREA - TOWNSENDS INLET

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CONTRACTOR STAGING AND

ACCESS AREA

SURVEY BASELINE

OUTFALL PIPE

STATION

OFFSET

STONE GROIN/JETTY

40+00

VIBRACORE BORING DESIGNATION

FILL SLOPE AND BERM LINE

CONTRACTOR WORK LIMIT

MEAN LOW WATER LINE

MEAN HIGH WATER LINE

20'

CONTOUR LINE

TIDAL REFERENCE

(PROJECT AREA AVERAGE FOR REFERENCE ONLY)

SCALE=NTS

MLW

NAVD 88

MHW

GENERAL NOTES:

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

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

3. ALL DIMENSIONS, LOCATIONS AND ELEVATIONS OF EXISTING STRUCTURES SHOWN ON THE CONTRACT DRAWINGS SHALL BE VERIFIED IN

THE FIELD BY THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ENGINEER BEFORE

PROCEEDING WITH THE WORK.

4. ALL STATIONS/OFFSET REFERENCES ARE PERPENDICULAR TO THE SURVEY & CONSTRUCTION BASELINE. ORIGIN POINTS AND AZIMUTHS

FOR ALL SURVEY PROFILE LINES (SM001 THROUGH SM066) ARE AS SHOWN ON SHEET C-002.

5. THE CONTRACTOR WORK LIMIT IS AS SHOW ON SHEETS C-103 THROUGH C-110, SEE SHEET C-002 FOR CONTRACTOR WORK LIMIT COORDINATES.

THE APPROXIMATE LIMIT OF WORK, UNLESS OTHERWISE INDICATED, SHALL BE THE AREA SEAWARD OF THE CONTRACTOR WORK LIMIT. THE

CONTRACT SHALL CONFINE ALL WORK IN THIS AREA AND BETWEEN THE NORTH AND SOUTH LIMITS OF THE CONTRACT.

6. THE CONTRACTOR SHALL COORDINATE ACCESS TO THE WORK AND STAGING AREA LOCATIONS WITH THE COR AND THE BOROUGH

ENGINEERS FOR AVALON AND STONE HARBOR.

7. ALL BEACHFILL MATERIAL SHALL BE OBTAINED FROM WITHIN THE DESIGNATED BORROW AREA LIMITS SHOWN ON SHEET C-401.

8. LOCATION AND TEMPLATE OF BEACHFILL IS A RESULT OF SURVEYS CONDUCTED IN MAY 2022 AND MAY BE REVISED FOLLOWING RECEIPT

AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS.

9. THE CONTRACTOR SHALL NOTIFY NJ ONE CALL PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. SEE THE REQUIREMENTS ONLINE

FOR THE AMOUNT OF TIME REQUIRED FOR ADVANCE NOTICE.

10. EXISTING MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED IN MAY 2022 AND CAN ONLY BE CONSIDERED

REPRESENTATIVE OF CONDITIONS OCCURRING AT THAT TIME.

11. CONTRACTOR SHALL PROTECT EXISTING OUTFALL PIPES, GROINS, JETTY, PIERS, PAVILIONS, BULKHEADS, AND STONE SEAWARD OF

BULKHEADS DURING CONSTRUCTION. ANY DAMAGE TO THESE FEATURES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

HORIZONTAL CONTROL MARKER

LINE TYPE LEGEND

BEACHFILL PLAN SYMBOLS LEGEND

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 AFTER-DREDGING 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 BEFORE-DREDGING 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 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

DREDGING EXCLUSION ZONE

CENTERLINE

BASELINE

CONTRACTOR WORK LIMIT

COORDINATE LABEL MARKER

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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SHEET NUMBER

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S U

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M I T

T A

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D W

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V I E

W E

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P L O

C A

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C K

PHILADELPHIA

C-001

C A

N T

R S

E Y

B E

A C

O U

R I S

H M

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T O

W N

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N D

I N

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M B

B U

P H

D E

S J W

G M

G D

SM010

SM009

SM007

SM006

SM004

SM002

PROFILE ID

41+90

BASELINE STATION

19+08

25+00

30+00

33+63

39+50

SM011

45+00

27+85

SM005

20+00SM003

SM001

14+00

SM008

35+00

AVALON AND STONE HARBOR (7 MILE ISLAND) PROFILE INFORMATION

432423.60

432557.54

432883.00

433038.50

433252.60

433459.90

EAST

97724.80

NORTH

99725.55

99192.52

98740.67

98412.61

97924.23

432251.20

97467.50

98934.91 433130.50

99644.36433466.70

433203.10 100163.60

432807.90 98298.16

123.88

123.83

124.10

115.35

123.29

AZIMUTH NORTH

123.83

122.56

115.35

116.51

123.83

SM021

SM020

SM061

SM060

SM017

SM014

105+00

55+00

SM013 52+13

65+00

78+00

88+00

93+75

100+00

119+86

82+27

SM019

72+90SM018

SM016

60+00

SM015

58+73

SM062

98+00

428083.78

428460.60

428931.40

429364.82

430135.39

431059.60

431670.60 96653.95

431846.20 96881.38

95862.34

94958.79

427145.80

429806.50

95287.40430533.40

431365.10 96258.14

431442.90 96358.97

428611.27

127.30

138.90

127.58

127.10

127.66

123.60

126.95

126.60

123.42

127.66

124.58

127.30

135+00

130+00

421071.70

421284.30

421709.00

421919.20

422638.70

423478.89

426234.16

426535.32

420827.30

422159.00

423143.70

424806.40

425933.10

421496.90

115.16

118.67

120.10

127.00

122.02

118.67

122.14

123.75

127.04

115.16

416996.10

417281.60

417852.60

418127.60

418663.70

419209.70

420032.00

420297.10

418395.70

418934.20

419485.20

419760.70

417567.10

124.82

122.42

123.44

122.02

122.42

123.44

124.82

SM012

50+00

431972.80

97052.17

123.83

125+00

426836.48 127.00

420562.20 122.02

PRE/POST PLACEMENT CONDITION PROFILE ORIGIN POINTS

SM063

SM022

SM064

SM065

SM066

SM023

SM024

SM025

SM026

SM027

SM028

SM029

SM030

SM031

SM032

SM033

SM034

SM035

SM036

SM037

SM038

SM039

SM040

SM041

SM042

SM043

SM044

SM045

SM046

SM047

SM048

183+71

158+74

140+00

210+00

200+00

190+00

225+00

220+00

215+00

240+00

235+00

230+00

255+00

250+00

245+00

270+00

265+00

260+00

285+00

280+00

275+00

300+00

295+00

290+00

310+00

305+00

93203.90

94321.45

93943.37

93532.60

92057.13

94687.24

93664.07

90848.87

91248.00

86837.89

85442.68

86305.31

88952.10

90449.82

91647.13

82314.88

84126.55

83671.58

82767.43

81879.63

84565.26

83219.98

80607.83

81031.77

79353.40

78515.57

78936.15

79770.65

80187.91

81455.70

76022.62

77671.40

77254.02

76433.09

78093.49

76843.56

416719.90

416416.40

117.10

125.71

SM049

SM050 320+00

314+80 75629.96

75207.79

416124.60 125.71

SM051

325+00

74801.80

415832.70 125.71

SM052

330+00

74395.82

415576.00 115.38

SM053

335+00

73969.11

415361.70 115.38

SM054

340+00

73517.37

415147.70 115.38

SM055

345+00

73065.48

414933.00 115.38

SM056

350+00

72613.90

PI STA. 19+57.34

N 99682.909

E 433484.934

PI STA. 33+72.34

N 98404.200

E 432879.018

PI STA. 50+62.09

N 97000.598

E 431938.199

PI STA. 69+89.45

N 95474.893

E 430760.51

PI STA. 87+67.71

N 94342.739

E 429389.221

PI STA. 107+82.14

N 93018.489

E 427871.236

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

AVALON

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

PI STA. 158+41.77

N 88979.617

E 424823.717

PI STA. 175+29.55

N 87550.424

E 423925.925

PI STA. 194+82.87

N 85896.426

E 422886.811

PI STA. 214+46.27

N 84173.697

E 421944.939

PI STA. 0+00

N 101371.348

E 432494.809

190+00

180+00

170+00

160+00 150+00

140+00

130+00 120+00 110+00

60+00

50+00

40+00

300+00

PI STA. 236+97.72

N 82135.925

E 420987.582

PI STA. 257+00.55

N 80437.801

E 419925.662

PI STA. 276+61.40

N 78801.45

E 418845.241

PI STA. 292+98.95

N 77419.07

E 417967.402

PI STA. 313+20.22

N 75759.749

E 416813.210

PI STA. 332+73.59

N 74173.667

E 415673.032

PI STA. 352+38.40

N 72398.514

E 414830.836

STONE HARBOR

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

S M

T A

330+00 310+00

320+00

290+00

280+00

270+00

260+00

250+00

240+00

CWL COORDINATES

POINT # NORTHING

99441.06

100113.05

100071.35

99701.79

99719.63

99701.48

99687.33

99625.09

99462.99

99326.83

99124.02

98867.64

98352.62

98233.58

97896.95

97688.57

97430.20

97021.55

96976.88

EASTING

434446.61

433701.84

433449.41

433497.41

433463.40

433474.04

433499.28

433507.37

433557.73

433461.94

433397.19

433235.85

432971.60

432904.26

432598.24

432477.56

432306.86

432018.49

431992.90

CWL COORDINATES

POINT # NORTHING

96976.88

96999.47

96964.70

96837.11

96598.96

96295.97

96190.32

95237.83

95065.06

95026.17

94917.65

94959.32

94879.82

94374.31

94395.50

93527.14

84058.83

84507.52

84068.98

EASTING

431992.90

431937.33

431985.92

431912.83

431741.85

431534.29

431452.97

430608.52

430497.72

430549.93

430478.33

430394.83

430239.81

429750.71

429724.33

430337.46

423085.12

422264.46

422041.31

CWL COORDINATES

POINT # NORTHING

84068.98

83174.49

82814.74

82301.28

81876.45

81040.18

80608.36

80169.72

79764.59

79348.44

78931.83

78497.88

78092.90

77666.04

76796.74

76369.14

76185.00

76245.79

EASTING

422041.31

421593.75

421447.64

421100.66

420832.39

420283.49

420031.15

419788.24

419494.38

419217.21

418940.93

418691.56

418396.51

418136.04

417634.42

417373.55

417272.43

417143.59

CWL COORDINATES

POINT # NORTHING

76213.47

75962.09

75608.09

75229.39

74430.84

73520.80

73419.90

73465.08

73579.44

73437.02

73429.99

73392.25

72419.19

EASTING

417127.75

417083.12

416762.63

416386.36

415783.98

415354.47

415276.72

415297.07

415066.20

415221.40

415241.96

415289.77

414805.34

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

I O

U M

B E

F I

M A

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D W

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C O

N T

R A

B E

SHEET NUMBER

B Y

D E

S C

R I P

T I O

N A

C T

I O

I S

S U

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U B

M I T

T A

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D I S

T R

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V I E

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P L O

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S J W

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H M

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C-002

PHILADELPHIA

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. COORDINATES ARE EXPRESSED IN U.S. SURVEY FEET AND REFERENCED TO THE

NORTH AMERICAN DATUM OF 1983 (NAD83) NEW JERSEY STATE PLANE SYSTEM.

3. ALL AZIMUTHS ARE FROM THE NORTH.

4. ALL SURVEY PROFILE LINES SHOWN ON THIS SHEET ARE TO BE USED FOR

PRE-PLACEMENT AND POST-PLACEMENT CONDITIONS. THE CONTRACTOR SHALL

SURVEY ALL LINES SHOWN ON THIS SHEET REGARDLESS OF AREAS OF BEACHFILL

SHOWN ON THE DRAWINGS.

M A

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SURVEY AND CONSTRUCTION BASELINE - AVALON

SURVEY AND CONSTRUCTION BASELINE - STONE HARBOR

M A

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H L

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A T

C H

L I N

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SEE SHEET C-103

SEE SHEET C-104

TOWNSENDS INLET

BORROW AREA

(SEE SHEET C-401)

ATLANTIC OCEAN

SEE SHEET C-105

SURVEY & CONST. BASELINE

S T

DREDGE EXCLUSION ZONE

FILL AREA 1

AVALON

H W

M H

MHW

M H

MHW

M H

MHW

MHW MHW

M H

MHW

M H

W M H

M L W

L W

M L W

MLW

M L W

MLW

M L W

MLW

M L W

MLW

M L W

MLW

M L W

L W

M L W

L W

MLW

SEE SHEET C-106

DREDGE EXCLUSION ZONE

190+00

180+00

170+00

160+00 150+00

140+00

130+00 120+00

110+00

60+00

50+00

40+00

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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C-101

PHILADELPHIA

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

M A

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H L

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A T

C H

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GENERAL PLAN - AVALON

SEE SHEET C-110

ATLANTIC OCEAN

SEE SHEET C-109

STONE HARBOR POINT

300+00

SURVEY & CONST. BASELINE

S T

SEE SHEET C-108

FILL AREA 2

M H

MHW

M H

MHW

M H

MHW

M H

H W

L W

M L W

MLW

M L W

MLW

L W

MLW

M L W

L W

STONE HARBOR

FILL AREA 3

SEE SHEET C-107

330+00 310+00

320+00

290+00

280+00

270+00

260+00

250+00

240+00

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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C-102

PHILADELPHIA

GENERAL PLAN - STONE HARBOR

M A

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

NORTH

PLAN

SEAWARD TOE OF

FEDERAL DUNE (TYP)

LANDWARD TOE OF

FEDERAL DUNE (TYP)

STA 41+90.27

L 115.65

CONTRACTOR

WORK LIMIT (TYP)

SM007 (STA. 33+63)

AZIMUTH 124.10°

L 445.20

TOE OF SLOPE (TYP)

CONTRACTOR

ACCESS

STA 29+99.87

L 425.24

STA 39+49.91

L 467.40

STA 41+90.48

L 383.18

STA 34+99.90

L 494.17

STA 18+33.07

L 282.36

STA 28+41.37

L 446.05

STA 24+99.86

L 448.23

STA 19+99.87

L 396.43

TIE INTO EXISTING

BERM ELEV. +7.25

AT STA. 18+33.07

SURVEY & CONST. BASELINE

EXISTING CROSSOVER (TYP)

AVALON AVE

TOWNSENDS INLET

35+00

40+00

ATLANTIC OCEAN

AVALON

LANDWARD EDGE

OF BERM (TYP)

EXISTING STONE (TYP)

(SEE NOTE 6)

EXISTING BULKHEAD

(TYP) (SEE NOTE 6)

STA 19+99.89

L 113.03

STA 24+99.88

L 210.70

STA 28+07.18

L 175.61

STA 29+99.89

L 157.71

SM007 (STA. 33+63)

AZIMUTH 124.10°

L 157.67

STA 34+99.92

L 166.63

SEAWARD EDGE

OF BERM (TYP)

M H

MLW

M L W

L W

M L W

L W

MLW

M L W

STA 39+49.93

L 99.86

LANDWARD EDGE OF

DUNE REPAIR (TYP)

EXISTING JETTY

STA 16+56.39

L 204.88

STA 22+89.82

L 182.27

STA 21+09.06

L 213.41

FEDERAL DUNE (TYP)

APPROX. LIMITS OF

DUNE REPAIR (TYP)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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C-103

PHILADELPHIA

PLAN - STA. 13+89 TO STA. 42+27

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF THE

PRE-CONSTRUCTION SURVEYS.

6. EXISTING BULKHEAD AND STONE LOCATIONS ARE APPROXIMATED AND SHALL BE FIELD VERIFIED.

M A

T C

H L

I N

E M

A T

C H

L I N

R E

CONTRACTOR

ACCESS

CONTRACTOR

STAGING AREA

CONTRACTOR

WORK LIMIT (TYP)

SEAWARD EDGE

OF BERM (TYP)

TIE INTO EXISTING

BERM ELEV. +7.25

AT STA. 44+99.88

TOE OF SLOPE (TYP)

STA 44+99.88

L 233.07

EXISTING 24"Ø

D.I.P. OUTFALL

N 96316.09

E 431982.9

INV. ELEV.= +3.586

SURVEY & CONST.

BASELINE

PRIVATE PROPERTY

(DO NOT DISTURB)

EXISTING CROSSOVER (TYP)

50+00

55+00

60+00

65+00

AVALON AVE

T 2 N

BOARDWALK

ATLANTIC OCEAN

AVALON

LANDWARD EDGE

OF BERM (TYP)

STA 44+99.88

L 117.70

STA 49+99.89

L 105.69

STA 52+03.33

L 130.36

STA 54+99.91

L 140.65

STA 58+63.86

L 161.41

STA 59+99.90

L 161.67

STA 64+99.89

L 138.68

STA 72+42.26

L 135.76

MHW

M H

MHW

M H

MLW

M L W

MLW

SEAWARD TOE OF

FEDERAL DUNE (TYP)

LANDWARD TOE OF

FEDERAL DUNE (TYP)

STA 76+02.32

L 215.36

45+00

FEDERAL DUNE (TYP)

STA 74+42.48

L 197.89

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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V I E

W E

D E

P L O

C A

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C K

W N

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M G

S J W

P H

I L A

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H I A

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C-104

PHILADELPHIA

PLAN - STA. 42+27 TO STA. 77+28

NORTH

PLAN

M A

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H L

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A T

C H

L I N

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M A

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H L

I N

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A T

C H

L I N

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF THE

PRE-CONSTRUCTION SURVEYS.

EXISTING 18"Ø

D.I.P. OUTFALL

N 94498.3

E 430655.146

INV. ELEV.= -0.892

(BURRIED CABLE IN VICINITY)

CONTRACTOR

ACCESS

SURVEY & CONST.

BASELINE

CONTRACTOR

WORK LIMIT (TYP)

110+00

1ST AVE

AVALON AVE

B O

A R

A L K

ATLANTIC OCEAN

AVALON

MHW

H W

MHW

M L W

MLW

M L W

MLW

M L W

MLW

FEDERAL DUNE (TYP)

STA 77+57.50

L 179.01

SEAWARD TOE OF

FEDERAL DUNE (TYP)

LANDWARD TOE OF

FEDERAL DUNE (TYP)

EXISTING PIER

STA 81+51.62

L 331.26

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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S O

L I C

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SHEET NUMBER

B Y

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S C

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S J W

P H

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C-105

PHILADELPHIA

PLAN - STA. 77+28 TO STA. 112+88

NORTH

PLAN

M A

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H L

I N

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C H

L I N

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.

H W

M H

MHW

M H

H W

M H

H W

M L W

ATLANTIC OCEAN

STA 215+00.44

L 184.17

STA 210+38.76

L 173.82

CONTRACTOR

WORK LIMIT (TYP)

FEDERAL DUNE (TYP)

SEAWARD TOE OF

FEDERAL DUNE (TYP)

LANDWARD TOE OF

FEDERAL DUNE (TYP)

190+00

185+00

EXISTING CROSSOVER (TYP)

2ND AVE (D

UNE DR)

SURVEY & CONST. BASELINE

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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SHEET NUMBER

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C-106

PHILADELPHIA

PLAN - STA. 182+94 TO STA. 217+95

NORTH

PLAN

M A

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H L

I N

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A T

C H

L I N

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.

SURVEY & CONST.

CONTRACTOR WORK LIMIT (TYP)

FEDERAL DUNE (TYP)

1ST AVE

240+00

245+00

EXISTING GROIN

ATLANTIC OCEAN

STONE HARBOR

STA 228+87.62

L 178.41

STA 224+99.88

L 157.69

STA 220+01.34

L 168.38

MHW

M H

H W

M H

H W

MLW

M L W

L W

EXISTING BULKHEAD (TYP)

STA 229+99.88

L 165.70

STA 234+99.89

L 82.70

STA 239+99.92

L 56.66

STA 244+99.92

L 69.66

STA 250+00.00

L 34.67

STA 250+00.00

L 213.30

TIE INTO EXISTING

BERM ELEV. +7.25

AT STA. 250+00.00

EXISTING CROSSOVER (TYP)

250+00

TOE OF SLOPE (TYP)

LANDWARD EDGE

OF BERM (TYP)

SEAWARD EDGE

OF BERM (TYP)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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SHEET NUMBER

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C-107

PHILADELPHIA

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF THE

PRE-CONSTRUCTION SURVEYS.

PLAN - STA. 217+95 TO STA. 253+09

NORTH

PLAN

M A

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H L

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M A

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SURVEY & CONST.

CONTRACTOR WORK LIMIT (TYP)

STA 274+99.91

L 260.82

STA 279+99.99

L 315.80

STA 284+99.96

L 283.82

1ST A

255+00

260+00

265+00

270+00

275+00

280+00

285+00

EXISTING GROIN (TYP)

ATLANTIC OCEAN

STONE HARBOR

EXISTING CROSSOVER (TYP)

STA 259+99.90

L 83.69

TOE OF SLOPE (TYP)

LANDWARD EDGE

OF BERM (TYP)

SEAWARD EDGE

OF BERM (TYP)

M H

MHW

M H

MHW

M H

MHW

MLW

MLW MLW

MLW

M L W

MLW

FEDERAL DUNE (TYP)

EXISTING BULKHEAD (TYP)

STA 269+99.89

L 261.82

STA 264+99.92

L 293.83

STA 259+99.91

L 315.83

STA 254+99.92

L 261.81

STA 254+99.92

L 49.67

STA 264+99.90

L 61.69

STA 269+99.90

L 59.69

STA 274+99.90

L 58.68

STA 279+99.97

L 83.66

STA 284+99.94

L 51.69

LANDWARD TOE OF

FEDERAL DUNE (TYP)

SEAWARD TOE OF

FEDERAL DUNE (TYP)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

T E

S O

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SHEET NUMBER

B Y

D E

S C

R I P

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C-108

PHILADELPHIA

PLAN - STA. 253+09 TO STA. 287+90

NORTH

PLAN

M A

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H L

I N

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A T

C H

L I N

R E

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF THE

PRE-CONSTRUCTION SURVEYS.

M A

T C

H L

I N

E M

A T

C H

L I N

R E

CONTRACTOR STAGING AND

ACCESS AREA (SEE NOTE 6)

EXISTING 12"Ø

D.I.P. OUTFALL

N 76026.12

E 417668.5

INV. ELEV. = +0.162

EXISTING 16"Ø

D.I.P. OUTFALL

N 75270.4

E 417069.4

INV. ELEV. = -0.405

SURVEY & CONST.

BASELINE

CONTRACTOR WORK LIMIT (TYP)

FEDERAL DUNE (TYP)

STA 290+00.00

L 312.77

STA 294+99.91

L 338.80

A V

E D

290+00

295+00

300+00

305+00

310+00

315+00

320+00

EXISTING GROIN (TYP)

EXISTING CROSSOVER (TYP)

ATLANTIC OCEAN

STONE HARBOR

STA 299+99.89

L 394.81

STA 304+99.89

L 394.82

STA 309+99.88

L 394.43

STA 319+99.92

L 204.39

TOE OF SLOPE (TYP)

TIE INTO EXISTING

BERM ELEV. +7.25

AT STA. 319+99.92

LANDWARD EDGE

OF BERM (TYP)

SEAWARD EDGE

OF BERM (TYP)

M H

MHW

M H

MLW

MLW MLW

MLW

M L W

MLW

EXISTING BULKHEAD (TYP)

LANDWARD EDGE OF

DUNE REPAIR (TYP)

LANDWARD EDGE OF

FEDERAL DUNE (TYP)

SEAWARD EDGE OF

FEDERAL DUNE (TYP)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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SHEET NUMBER

B Y

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S C

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C-109

PHILADELPHIA

PLAN - STA. 287+90 TO STA. 322+68

NORTH

PLAN

M A

T C

H L

I N

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A T

C H

L I N

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M A

T C

H L

I N

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A T

C H

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF THE

6. PUBLIC ACCESS SHALL BE MAINTAINED AT 123RD OR 111TH STREET AT ALL TIMES.

CONTRACTOR STAGING AND

ACCESS AREA (SEE NOTE 6)

SURVEY & CONST.

BASELINE

FEDERAL DUNE (TYP)

CONTRACTOR WORK LIMIT (TYP)

STA 335+00.01

L 197.88

STA 349+99.91

L 479.78

STA 344+99.89

L 458.19

A V

E D

D U

N E

EXISTING GROIN (TYP)

ATLANTIC OCEAN

STONE HARBOR

EXISTING CROSSOVER (TYP)

325+00

TOE OF SLOPE (TYP)

TIE INTO EXISTING

BERM ELEV. +7.25

AT STA. 335+00.01

LANDWARD EDGE

OF BERM (TYP)

SEAWARD EDGE

OF BERM (TYP)

M H

MHW

MHW MHW

MHW

M H

L W

M L W

MLW

GRADE FILL TO

MEET STONE ON

EXISTING GROIN

AT STA. 352+38.31

STA 352+38.31

L 365.95

LANDWARD EDGE OF

DUNE REPAIR (TYP)

EXISTING BULKHEAD (TYP)

SEAWARD TOE OF

FEDERAL DUNE (TYP)

LANDWARD TOE OF

FEDERAL DUNE (TYP)

330+00

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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SHEET NUMBER

B Y

D E

S C

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T I O

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C-110

PHILADELPHIA

PLAN - STA. 322+68 TO STA. 352+38

NORTH

PLAN

M A

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L I N

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NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE AND CWL COORDINATES.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEET C-302 THROUGH C-305 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE MAY BE REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF THE

6. PUBLIC ACCESS SHALL BE MAINTAINED AT 123RD OR 111TH STREET AT ALL TIMES.

-5

-10

-15

-20

-25

110010009008007006005004003002001000

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5

-10

-15

-20

-25

SURVEY AND

CONSTRUCTION

EXISTING BEACH

CROSS SECTION

(VARIES)

D U

T E

L I N

MLW ELEV. -2.31

MHW ELEV. +1.65

ELEV. +7.25

ELEV. +14.75

FEDERAL DUNE

TEMPLATE

BEACHFILL TEMPLATE

LANDWARD EDGE OF BERM

SEAWARD EDGE OF BERM

TOE OF SLOPE VARIES

(SEE NOTE 8)

LANDWARD EDGE OF DUNE REPAIR

(VARIES - SEE NOTES 3 & 7)

VARIES

(SEE NOTE 3)

PROPOSED DUNE SLOPE

VARIES (SEE NOTE 7)

ELEV. +7.25

EXISTING BEACH

CROSS SECTION

(VARIES)

BEACHFILL TEMPLATE

SEAWARD EDGE OF BERM

TOE OF SLOPE VARIES

(SEE NOTE 8)

ELEV. +14.75

MLW ELEV. -2.31

MHW ELEV. +1.65

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

DISTANCE FROM BASELINE (FEET)

E L

E V

A T

I O

A V

D U

T E

L I N

FEDERAL DUNE

TEMPLATE

SURVEY AND

CONSTRUCTION

LANDWARD EDGE OF DUNE REPAIR

(VARIES - SEE NOTES 3 & 7)

VARIES

(SEE NOTE 3)

LANDWARD EDGE OF BERM

PROPOSED DUNE SLOPE

VARIES (SEE NOTE 7)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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C-301

PHILADELPHIA

NTS

TYPICAL SECTION - AVALON

NTS

TYPICAL SECTION - STONE HARBOR

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION SHEET.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEETS C-302 THROUGH C-305 FOR CROSS SECTIONS.

4. ALL CROSS SECTIONS ARE SHOWN ALONG THE SURVEY PROFILE LINES. CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.

5. THE BEACHFILL DISCHARGE PIPE SHALL BE PLACED ON THE OCEAN SIDE OF THE EXISTING DUNES AT ALL TIMES.

6. THE BEACHFILL SLOPE BELOW THE MLW IS ASSUMED AS SHOWN FOR INITIAL QUANTITY CALCULATIONS. ACTUAL SLOPE MAY VARY TO SUIT THE DYNAMIC CONDITIONS THAT EXIST AT THE TIME OF PLACEMENT. SEE

SPECIFICATIONS FOR PLACEMENT AND PAYMENT REQUIREMENTS.

7. DUNE REPAIR REQUIRED IN AREAS WHERE THE AUTHORIZED FEDERAL TEMPLATE HAS ERODED OR AREAS WHERE THE EXISTING DUNE HAS EXPERIENCED SIGNIFICANT SCARPING. DUNE REPAIR LIMITS MAY BE REVISED

FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS. THE DUNES SHALL BE REPAIRED TO A 5H:1V SLOPE IN AREAS WHERE THE AUTHORIZED TEMPLATE HAS ERODED. THE DUNES SHALL BE

REPAIRED TO A 3H:1V SLOPE IN AREAS THAT EXPERIENCED SIGNIFICANT SCARPING.

8. THE TOE OF SLOPE VARIES (SEE PLAN SHEETS C-103, C-104, C-108 THROUGH C-110, AND CROSS SECTION SHEETS C-302 THROUGH C-305 FOR TIE IN LOCATIONS).

9. THE 15H:1V AND 20H:1V BEACHFILL TEMPLATE SLOPE IS MEASURED PERPENDICULAR TO THE SEAWARD EDGE OF BERM. THE 5H:1V AND 3H1:V DUNE SLOPE IS MEASURED PERPENDICULAR TO THE DUNE CREST. EXACT

SLOPES ALONG THE SURVEY PROFILES MAY VARY DUE TO THE AZIMUTH ANGLES.

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM003 STA. 20+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM004 STA. 25+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM006 STA. 30+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM007 STA. 33+63

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM008 STA. 35+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM009 STA. 39+50

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM005 STA. 27+85

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5-5

-10-10

-15-15

-20-20

-25-25

120011001000900800700600500400300200100

SM001 STA. 14+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

MHW MHW

BEACHFILL

CONSTRUCTION

TEMPLATE (TYP)

MHW ELEV. +1.65 (TYP)

MLW ELEV. -2.31 (TYP)

EXISTING BEACH

CROSS SECTION (TYP)

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. ALL CROSS SECTIONS ARE SHOWN ALONG THE SURVEY PROFILE LINES, SEE SHEET

C-002 FOR ORIGIN POINTS AND AZIMUTHS. THE CROSS SECTIONS ARE SHOWN

LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.

5. LOCATIONS AND ELEVATIONS OF EXISTING BULKHEAD AND EXISTING STONE ARE

APPROXIMATED AND SHALL BE FIELD VERIFIED.

STA. 18+33.07: TIE NORTHERN EXTENT OF

FILL INTO ELEV. +7.25' ALONG PROFILE SM001

FEDERAL DUNE

TEMPLATE (TYP)

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

EXISTING STONE

(SEE NOTE 5)

EXISTING BULKHEAD

(SEE NOTE 5)

EXISTING BULKHEAD

(SEE NOTE 5)

EXISTING BULKHEAD

(SEE NOTE 5)

EXISTING BULKHEAD

(SEE NOTE 5)

EXISTING BULKHEAD

(SEE NOTE 5)

EXISTING STONE

(SEE NOTE 5)

EXISTING STONE

(SEE NOTE 5)

EXISTING STONE

(SEE NOTE 5)

EXISTING STONE

(SEE NOTE 5)

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

D A

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C-302

PHILADELPHIA

SCALE IN FEET

-5-5

-10-10

-15-15

-20-20

-25

1200110010009008007006005004003002001000

SM011 STA. 45+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

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-5

-10

-15

-20

-25

1200110010009008007006005004003002001000

SM041 STA. 275+00

DISTANCE FROM BASELINE (FEET)

E L E

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-5

-10

-15

-20

-25

-5-5

-10-10

-15-15

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1200110010009008007006005004003002001000

SM010 STA. 41+90

DISTANCE FROM BASELINE (FEET)

E L E

V A

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-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM040 STA. 270+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. ALL CROSS SECTIONS ARE SHOWN ALONG THE SURVEY PROFILE LINES, SEE SHEET

C-002 FOR ORIGIN POINTS AND AZIMUTHS. THE CROSS SECTIONS ARE SHOWN

LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.

EXISTING BEACH

CROSS SECTION (TYP)

BEACHFILL

CONSTRUCTION

TEMPLATE (TYP)

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW MHW

MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW ELEV. +1.65 (TYP)

MLW ELEV. -2.31 (TYP)

STA. 44+99.88: TIE SOUTHERN EXTENT OF

FILL INTO ELEV. +7.25' ALONG PROFILE SM011

STA. 250+00.00: TIE NORTHERN EXTENT OF

FILL INTO ELEV. +7.25' ALONG PROFILE SM036

-5-5

-10-10

-15-15

-20-20

-25

1200110010009008007006005004003002001000

SM036 STA. 250+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

-5-5

-10-10

-15-15

-20-20

-25

1200110010009008007006005004003002001000

SM037 STA. 255+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

-5-5

-10-10

-15-15

-20-20

-25

1200110010009008007006005004003002001000

SM039 STA. 265+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

-5-5

-10-10

-15-15

-20-20

-25

1200110010009008007006005004003002001000

SM038 STA. 260+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

2 3

4 5

1 2 3 4 5

US Army Corps of Engineers

DISTRICT

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C-303

PHILADELPHIA

SCALE IN FEET

-5

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-15

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1200110010009008007006005004003002001000

SM042 STA. 280+00

DISTANCE FROM BASELINE (FEET)

-5-5

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-20-20

-25-25

1200110010009008007006005004003002001000

DISTANCE FROM BASELINE (FEET)

E L E

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-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM044 STA. 290+00

DISTANCE FROM BASELINE (FEET)

E L E

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-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM045 STA. 295+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

E L E

V A

T I O

A V

-5

-10

-15

-20

-25

SM043 STA. 285+00

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

NOTES:

-5-5

-10-10

-15-15

-20-20

-25

1200110010009008007006005004003002001000

SM047 STA. 305+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5

-10

-15

-20

-25

1200110010009008007006005004003002001000

SM049 STA. 314+80

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5

-10

-15

-20

-25

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM046 STA. 300+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM048 STA. 310+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND CONSTRUCTION BASELINE.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. ALL CROSS SECTIONS ARE SHOWN ALONG THE SURVEY PROFILE LINES, SEE SHEET

C-002 FOR ORIGIN POINTS AND AZIMUTHS. THE CROSS SECTIONS ARE SHOWN

LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.

5. CONTRACTOR MUST MAINTAIN FLOW THROUGH ALL EXISTING OUTFALL STRUCTURES

WITHIN LIMITS OF FILL. OUTFALL LOCATIONS ARE TRANSPOSED ONTO PROFILE LINES

BASED ON JULY 2022 USACE SURVEYS.

EXISTING BEACH

CROSS SECTION (TYP)

BEACHFILL

CONSTRUCTION

TEMPLATE (TYP)

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW ELEV. +1.65 (TYP)

MLW ELEV. -2.31 (TYP)

STA. 306+13.06 L 550.05'

- EXISTING 12"Ø D.I.P. OUTFALL

- INV. ELEV. = +0.162'

- SEE NOTE 5

STA. 315+67.42 L 493.66'

- EXISTING 16"Ø D.I.P. OUTFALL

- INV. ELEV. = -0.405'

- SEE NOTE 5

APPROX. LOCATION OF

EXISTING OUTFALL

(SEE NOTE 5)

APPROX. LOCATION OF

EXISTING OUTFALL

(SEE NOTE 5)

2 3

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C-304

PHILADELPHIA

SCALE IN FEET

-5

-10

-15

-20

-25

1200110010009008007006005004003002001000

SM053 STA. 335+00

DISTANCE FROM BASELINE (FEET)

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

-5-5

-10-10

-15-15

-20-20

-25-25

1200110010009008007006005004003002001000

SM055 STA. 345+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

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-5-5

-10-10

-15-15

-20-20

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1200110010009008007006005004003002001000

SM056 STA. 350+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

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-5

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SM054 STA. 340+00

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW

STA. 319+99.92: TIE SOUTHERN EXTENT OF

FILL INTO ELEV. +7.25' ALONG PROFILE SM050

STA. 335+00.01: TIE NORTHERN EXTENT OF

FILL INTO ELEV. +7.25' ALONG PROFILE SM053

GRADE SOUTHERN EXTENT OF FILL INTO

EXISTING STONE GROIN AT STA. 352+38.31

-5-5

-10-10

-15-15

-20-20

-25

1200110010009008007006005004003002001000

SM050 STA. 320+00

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

MHW MHW MHW MHW MHW

MLW MLW MLW MLW

EXISTING BEACH

CROSS SECTION (TYP)

FEDERAL DUNE

TEMPLATE (TYP)

BEACHFILL

CONSTRUCTION

TEMPLATE (TYP)

2 3

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US Army Corps of Engineers

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PHILADELPHIA

S E A I S L E C I T Y

N E W J E R S E Y

AVALON

N 101582

E 437790

N 99867

E 437259

NOTES:

1. THE BATHYMETRY DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS CONDUCTED IN MAY 2022 AND CAN ONLY BE CONSIDERED AS INDICATIVE OF THE GENERAL

CONDITIONS EXISTING AT THAT TIME.

2. HORIZONTAL REFERENCE - NAD83, NEW JERSEY STATE PLANE, ZONE 2900, U.S. FOOT.

3. SOUNDINGS ARE EXPRESSED IN FEET & TENTHS AND REFER TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88).

4. BORING LOGS AND SIEVE CURVES FOR THE VIBRACORES SHOWN ON THIS PLAN CAN BE FOUND IN THE SPECIFICATIONS.

5. MAXIMUM DREDGING DEPTH IS -24.5' NAVD88.

6. THE CONTRACTOR SHALL NOT PLACE THE CUTTERHEAD OR DRAGHEAD CLOSER THAN 500 FEET TO THE EXISTING SHORE LINE AT MLW AS DEFINED BY THE BEFORE-DREDGING BORROW AREA SURVEY. THE BOUNDARY OF THE EXCLUSION ZONE AS SHOWN IS SUBJECT TO CHANGE PENDING SHORELINE CONDITIONS ASCERTAINED FROM THE

BEFORE-DREDGING BORROW AREA SURVEY (SEE SPECIFICATIONS).

7. DUE TO ARCHEOLOGICAL CONSTRAINTS REGARDING SHIPWRECKS, THIS AREA SHALL NOT BE DISTURBED IN ANY WAY BY THE CONTRACTOR DURING CONTRACT RELATED

OPERATIONS, INCLUDING PLACEMENT OF ANCHORS.

8. CONTRACTOR SHALL PERFORM BD AND AD SURVEY OF THE ENTIRE BORROW AREA EXTENTS SHOWN, INCLUDING DREDGING EXCLUSION ZONES.

DREDGING EXCLUSION ZONE

(SEE NOTE 7)

N 99775

E 436200

N 99693

E 436794

N 99624

E 435619

N 100308

E 435925

N 102306

E 435562

N 100540

E 435703

N 103400

E 431979

N 103899

E 432471

NJV-411

NJV-233

NJV-409

NJV-410

NJV-231

NJV-794

NJV-412

NJV-417

NJV-837

NJV-838

NJV-414

NJV-793

NJV-232

NJV-413

NJV-416

NJV-408

NJV-446

NJV-418

NJV-419

NJV-836

NJV-795

NJV-420

NJV-421

NJV-423

NJV-835

NJV-422

NJV-796

R =600'

TOWNSENDS INLET

DREDGING EXCLUSION ZONE

(SEE NOTE 6)

ATLANTIC OCEAN

APPROX. SHORELINE (TYP)

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C-401

PHILADELPHIA

BORROW AREA - TOWNSENDS INLET

NORTH

PLAN

Sheets and Views

G-001 COVER SHEET

C-001 GENERAL INFORMATION SHEET

C-002 SURVEY AND CONSTRUCTION BASELINE

TABLE - PROFILE ORIGIN POINTS

SURVEY AND CONSTRUCTION BASELINE - AVALON

SURVEY AND CONSTRUCTION BASELINE - STONE HARBOR

CWL COORDINATES

C-101 GENERAL PLAN - AVALON

GENERAL PLAN - AVALON

C-102 GENERAL PLAN - STONE HARBOR

GENERAL PLAN - STONE HARBOR

C-103 PLAN - STA.13+89 TO STA. 42+27

PLAN - STA. 0+00 TO STA. 42+27

C-104 PLAN - STA. 42+27 TO STA. 77+28

PLAN - STA. 42+27 TO STA. 77+28

C-105 PLAN - STA. 77+28 TO STA. 112+88

PLAN - STA. 77+28 TO STA. 112+88

C-106 PLAN - STA. 182+94 TO STA. 217+95

PLAN - STA. 182+94 TO STA. 217+95

C-107 PLAN - STA. 217+95 TO STA. 253+09

PLAN - STA. 217+95 TO STA. 253+09

C-108 PLAN - STA. 253+09 TO STA. 287+90

PLAN - STA. 253+09 TO STA. 287+90

C-109 PLAN - STA. 287+90 TO STA. 322+68

PLAN - STA. 287+90 TO STA. 322+68

C-110 PLAN - STA. 322+68 TO STA. 352+38

PLAN - STA. 322+68 TO STA. 352+38

C-301 TYPICAL SECTIONS - BEACHFILL

TYPICAL SECTION - STONE HARBOR

TYPICAL SECTION - AVALON

C-302 CROSS SECTIONS - STA. 14+00 TO STA. 39+50

CROSS SECTIONS - STA. 14+00 TO STA. 39+50

C-303 CROSS SECTIONS - STA. 41+90 TO STA. 275+00

CROSS SECTIONS - STA. 260+00 TO 295+00

C-304 CROSS SECTIONS - STA. 280+00 TO STA. 314+80

CROSS SECTIONS - STA. 320+00 TO 335+00

C-305 CROSS SECTIONS - STA. 320+00 TO STA. 350+00

CROSS SECTIONS - STA. 320+00 TO STA. 350+00

C-401 BORROW AREA - TOWNSENDS INLET

BORROW AREA - TOWNSENDS INLET

	2022-09-26T10:38:51-0400
ZACHEISS.JOHN.W.1367109404

	2022-09-23T07:11:39-0400
CLAPP.CHRISTINE.D.1228846372

File details come from the government source that posted it. Updated Sep 28, 2022.