SOLICITATION W912BU24B0009-Dwgs.pdf

PDF 42 MB Posted Mar 28, 2024

Attached to: Periodic Nourishment - Beachfill, Long Beach Island, NJ
Solicitation number: W912BU24B0009
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Mar 28, 2024

This document is a Solicitation for the Beach Nourishment Long Beach Island, Ocean County, New Jersey project (Solicitation Number W912BU24B0009). The U.S. Army Corps of Engineers Philadelphia District is issuing this Invitation for Bids (IFB) to award a firm-fixed-price construction contract for the placement of approximately 1,750,000 cubic yards of beachfill to repair the dune and berm system along the Atlantic Ocean coastline of Long Beach Island. The contract work may also include construction or repair of dune crossovers, dune grass planting, sand fencing, and relocation of existing structures. The beachfill material must come from authorized offshore borrow areas. This is a full and open competition under FAR Part 14 Sealed Bidding. Bonding requirements and Liquidated Damages will apply. The contract performance period is 270 calendar days. The magnitude of construction is estimated between $100,000,000 and $250,000,000. This project is subject to a Project Labor Agreement requirement.

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Other files

File	Type	Posted
Bid Abstract-W912BU24B0009-Long Beach Island-Final.pdf	PDF	Jun 11, 2024
Amendment 0003-Specs.pdf	PDF	May 1, 2024
Amendment 0003-Dwgs.pdf	PDF	May 1, 2024
Amendment 0002.pdf	PDF	Apr 26, 2024
Amendment 0001.pdf	PDF	Apr 24, 2024
SOLICITATION W912BU24B0009-XYZ File.txt	TXT text file	Apr 1, 2024
SOLICITATION W912BU24B0009-Specs.pdf	PDF	Mar 28, 2024

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LOCATION MAP

OF WORK

LOCATION

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

, N

- M

2B U2

PHILADELPHIA

BARNEGAT INLET TO LITTLE EGG INLET

BEACH NOURISHMENT

OCEAN COUNTY, NEW JERSEY

LONG BEACH ISLAND

RTA - MARCH 2024

W912BU24B0009

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.

VICINITY MAP

LOCATION

OF PROJECT

SCALE: NTS

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

G-002

, N

dw g

- M

2B U2

DRAWING INDEX

SHEET

NUMBER DESCIPTION

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-002 SURVEYS - BASELINE AND CONSTRUCTION COORDINATES

C-003 SURVEYS - PRE AND POST PLACEMENT CONDITION SURVEYS

C-004 SURVEYS - PRE AND POST PROJECT SURVEYS

C-005 CONTRACTOR WORK LIMIT COORDINATES

C-101 GENERAL PLAN

C-102 GENERAL PLAN

C-103 PLAN - STA. 932+27 TO STA. 971+97

C-104 PLAN - STA. 895+12 TO STA. 932+27

C-105 PLAN - STA. 857+35 TO STA. 895+12

C-106 PLAN - STA. 820+28 TO STA. 857+35

C-107 PLAN - STA. 783+25 TO STA. 820+28

C-108 PLAN - STA. 746+20 TO STA. 783+25

C-109 PLAN - STA. 709+16 TO STA. 746+20

C-110 PLAN - STA. 672+17 TO STA. 709+16

C-111 PLAN - STA. 635+14 TO STA. 672+17

C-112 PLAN - STA. 598+08 TO STA. 635+14

C-113 PLAN - STA. 561+00 TO STA. 598+08

C-114 PLAN - STA. 524+00 TO STA. 561+00

C-115 PLAN - STA. 487+00 TO STA. 524+00

C-116 PLAN - STA. 449+99 TO STA. 487+00

C-117 PLAN - STA. 412+97 TO STA. 449+99

C-118 PLAN - STA. 375+97 TO STA. 412+97

C-119 PLAN - STA. 338+97 TO STA. 375+97

C-120 PLAN - STA. 301+96 TO STA. 338+97

C-121 PLAN - STA. 264+89 TO STA. 301+96

C-122 PLAN - STA. 227+71 TO STA . 264+89

C-123 PLAN - STA. 190+18 TO STA. 227+71

C-124 PLAN - STA. 152+80 TO STA. 190+18

C-125 PLAN - STA. 115+54 TO STA. 152+80

C-301 TYPICAL SECTIONS - CROSSOVERS

C-302 TYPICAL SECTIONS - BEACHFILL

C-303 CROSS SECTIONS (LBI100 TO LBI210)

C-304 CROSS SECTIONS (LBI220 TO LBI330)

C-305 CROSS SECTIONS (LBI340 TO LBI450)

C-306 CROSS SECTIONS (LBI460 TO LBI570)

C-307 CROSS SECTIONS (LBI580 TO LBI690)

C-308 CROSS SECTIONS (LBI700 TO LBI810)

C-309 CROSS SECTIONS (LBI820 TO LBI930)

C-310 CROSS SECTIONS (LBI940 TO LBI960)

C-401 PLAN - BORROW AREA D-1

C-402 PLAN - PEDESTRIAN CROSSOVERS

C-403 PLAN - PEDESTRIAN CROSSOVERS

C-404 PLAN - PEDESTRIAN CROSSOVERS (BEACH HAVEN)

C-405 PLAN - PEDESTRIAN CROSSOVERS (HARVEY CEDARS)

C-406 PLAN - ADA AND VEHICULAR CROSSOVERS

C-407 PLAN - VEHICULAR CROSSOVERS

C-501 DETAILS - DUNE GRASS PLANTINGS AND SAND FENCE

C-502 DETAILS - ADA POST AND RAIL FENCE

C-503 DETAILS - SPLIT RAIL AND DOWEL RAIL FENCE

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

TIDAL REFERENCE (LOCATION)

MLW

NAVD 88

-2 .77

+1 .5

MHW

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

BEACHFILL PLAN SYMBOLS LEGEND

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 XH: 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 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

DUNE REPAIR AND PLANTINGS AREA

SURVEY BASELINE

CONTRACTOR STAGING AREA

TYPICAL EXISTING VEHICULAR DUNE CROSSOVER

TYPICAL EXISTING PEDESTRIAN DUNE CROSSOVER

TYPICAL EXISTING ADA ACCESSIBLE DUNE CROSSOVER

FILL SLOPE AND BERM LINE

EXISTING STONE/WOOD GROIN

EXISTING STRUCTURE

EXISTING SAND FENCE

EXISTING WOOD WALKWAY

EXISTING DUNE

EXISTING UTILITY PHONE

CONTRACTOR ACCESS

EXISTING MEAN LOW WATER LINE

EL. -2.77' N.A.V.D. 88

EXISTING MEAN HIGH WATER LINE

EL. +1.50' N.A.V.D. 88

STATION AND OFFSET FROM BASELINE

TURNING POINT IN SURVEY BASELINE

CONTRACTOR WORK LIMIT POINT

ELEVATION POINT

CONTRACTOR WORK LIMIT

TYPICAL CROSSOVER REPAIR (ADA)

GENERAL NOTES:

1. ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO NORTH AMERICAN VERTICAL

DATUM (NAVD 1988).

2. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM

(NAD 1983).

3. ALL BEACHFILL MATERIAL SHALL BE OBTAINED FROM BORROW AREA D-1 SHOWN ON SHEET C-401.

4. BEACH CONDITIONS ARE DYNAMIC IN NATURE AND TOPOGRAPHY AND BATHYMETRY MAY DIFFER FROM THAT SHOWN

ON THE CONTRACT DRAWINGS.

5. THE EXISTING BEACH CROSS SECTIONS SHOWN ON SHEETS C-303 TO C-310 ARE A RESULT OF SURVEYS CONDUCTED IN THE FALL OF 2022, AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME. EXISTING BEACH SECTIONS LBI943, LBI937, LBI953 AND LBI 957 ARE A RESULT OF SURVEYS CONDUCTED IN THE SPRING OF 2023 BY NJDEP, AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT

THAT TIME.

6. SURVEY CONTROL DESCRIPTION SHEETS ARE INCLUDED IN THE SPECIFICATIONS.

7. ANY EXISTING SAND FENCE, WHICH INCLUDES FENCING AND POSTS, THAT REQUIRES DEMOLITION, SHALL BE REMOVED

AND DISPOSED OF OFF-SITE BY THE CONTRACTOR.

8. CONTRACTOR STAGING AND ACCESS LOCATIONS ARE SHOWN ON SHEETS C-103 THROUGH C-125. LOCATIONS THAT ACCESS ARE SHOWN WITHIN OPTION LIMITS MAY BE UTILIZED ONLY IF THOSE OPTIONS ARE AWARDED.

9. IN MANY AREAS THE LANDWARD LIMIT OF EXISTING DUNE TEMPLATE IS RIGHT UP AGAINST THE CONTRACTOR WORK

LIMIT LINE.

10. THE SIZE OF THE STAGING AREAS SHOWN ON THESE DRAWINGS ARE APPROXIMATE. EXACT SIZES WILL BE

DETERMINED BY THE COR IN THE FIELD.

TYPICAL CROSSOVER REPAIR (PEDESTRIAN)

TYPICAL CROSSOVER REPAIR (VEHICULAR)

HISTORIC LOCATION OF SEABEACH

AMARANTH IN 2022

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-001

, N

L I

- M

2B U2

A D

STA. 670+79.99

N 278888.50 E 573812.06

STA. 721+78.90

N 274522.26

E 571178.65STA. 771+71.36

N 270058.21 E 568943.28

STA. 819+98.42

N 265791.82 E 566685.31

STA. 861+45.55

N 262329.55 E 564402.46

STA. 873+14.31

N 261551.65 E 563530.18

STA. 912+95.13

N 258387.10 E 561115.11

STA. 962+32.96

N 254507.59 E 558491.52

STA. 1011+86.66

N 250449.54 E 555648.76

STA. 957+65.79

N 254471.66 E 558957.31

650+00 660+00670+00680+00690+00700+00710+00720+00730+00740+00750+00760+00770+00780+00790+00800+00810+00820+00830+00840+00850+00860+00

870+00 880+00

890+00 900+00

910+00920+00930+00940+00950+00

960+00

970+00980+00990+001000+001010+00 1020+00

PRE/POST PLACEMENT CONDITION SURVEY PROFILE LINE (TYP)

(SEE NOTE 2)

STA. 322+95.22

N 309151.21 E 590928.30

STA. 280+21.20

N 312880.41 E 593016.44

STA. 371+02.20

N 304993.34 E 588516.00

STA. 420+49.40

N 300715.71 E 586030.72

STA. 471+30.13

N 296415.49 E 583324.80

STA. 518+99.70

N 292279.57 E 580949.32

STA. 570+08.22

N 287842.88 E 578416.97

STA. 620+10.35

N 283342.39 E 576233.65

280+00 290+00300+00310+00320+00330+00340+00350+00360+00370+00380+00390+00400+00410+00420+00430+00440+00450+00460+00470+00480+00490+00500+00510+00520+00530+00540+00550+00560+00570+00580+00590+00600+00610+00620+00630+00640+00

PRE/POST PLACEMENT CONDITION SURVEY PROFILE LINE (TYP)

(SEE NOTE 2)

STA. 230+47.85

N 317400.92 E 595089.87

STA. 177+57.46

N 322359.40 E 596934.25

STA. 132+14.49

N 326552.73 E 598681.98

STA. 78+60.50

N 331444.78 E 600857.54

STA. 0+0.00

N 338360.29 E 604594.28

PRE/POST PLACEMENT CONDITION SURVEY PROFILE LINE (TYP)

(SEE NOTE 2)

SURVEY BASELINE (TYP)

0+0010+0020+0030+0040+0050+0060+0070+0080+00 90+00

100+00 110+00

120+00 130+00

140+00 150+00

160+00 170+00

180+00 190+00

200+00 210+00

220+00 230+00

240+00 250+00

260+00 270+00

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

- M

C-

2 S

dw g

- B

, N

C-002

PHILADELPHIA

C H

E M

N E

R E:

-0

R E:

-0

NORTH

PLAN

1 SURVEY PLAN1 SURVEY PLAN

2 SURVEY PLAN2 SURVEY PLAN

3 SURVEY PLAN3 SURVEY PLAN

NORTH

PLAN

NORTH

PLAN

C H

E M

N E

R E:

-0

R E:

-0

C H

E M

N E

R E:

-0

R E:

-0

C H

E M

N E

R E:

-0

R E:

-0

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-003 FOR PRE/POST PLACEMENT

CONDITION SURVEY PROFILE ORIGIN POINTS.

2. SEE SHEET C-004 FOR PRE/POST PROJECT

SURVEY PROFILE ORIGIN POINTS.

NOTES:

PRE/POST PLACEMENT CONDITION SURVEY PROFILE ORIGIN POINTS

PROFILE ID BASELINE STATION EASTING NORTHING AZIMUTH NORTH

LRP054 - 603482.08 335611.74 118.68

LRP055 - 600850.64 331371.72 116.67

LBI100 99+97.21 599989.30 329492.43 113.63

LBI110 109+96.93 599583.07 328578.96 113.60

LBI120 119+96.65 599176.84 327665.50 113.56

LBI130 129+45.46 598791.98 326797.28 113.03

LBI140 139+96.10 598381.29 325831.28 112.32

LBI150 149+95.82 597996.69 324908.50 112.11

LBI160 159+95.54 597612.08 323985.72 112.08

LBI170 169+95.26 597227.48 323062.94 112.63

LBI180 179+94.97 596851.45 322136.79 110.69

LBI190 190+39.70 596487.23 321157.61 109.75

LBI200 199+94.42 596154.38 320262.79 109.72

LBI210 209+94.14 595805.85 319325.79 110.40

LBI220 219+93.86 595457.32 318388.79 110.40

LBI230 230+00.01 595106.55 317445.77 110.40

LBI240 240+00.00 594692.91 316535.47 114.64

LBI250 250+00.00 594276.00 315626.52 114.64

LBI260 260+00.00 593859.10 314717.57 114.64

LBI270 269+99.99 593442.19 313808.63 114.64

LBI280 280+00.00 593025.28 312899.68 114.64

LBI290 290+00.00 592538.23 312026.38 119.25

LBI300 301+09.63 591996.11 311058.20 119.25

LBI310 310+00.00 591561.10 310281.32 119.25

LBI320 320+00.00 591072.53 309408.80 119.25

LBI330 330+00.00 590574.62 308541.60 120.12

LBI340 340+00.00 590072.79 307676.63 120.12

LBI350 350+00.00 589570.95 306811.67 120.12

LBI360 360+00.00 589069.12 305946.71 120.12

LBI370 370+00.00 588567.29 305081.74 120.12

LBI380 380+00.00 588064.98 304217.05 120.16

LBI390 390+00.00 587562.62 303352.39 120.16

LBI400 400+00.00 587060.26 302487.74 120.16

LBI410 410+00.00 586557.90 301623.08 120.16

LBI420 420+00.00 586055.53 300758.42 120.16

LBI430 430+00.00 585524.44 299911.14 122.18

LBI440 440+00.00 584991.86 299064.76 122.18

LBI450 449+99.99 584459.28 298218.39 122.18

LBI460 460+00.00 583926.69 297372.01 122.18

LBI470 470+00.00 583394.11 296525.63 122.18

LBI480 480+00.00 582891.56 295661.19 119.87

LBI490 490+00.00 582393.51 294794.04 119.87

LBI500 500+00.00 581895.46 293926.89 119.87

LBI510 510+00.00 581397.41 293059.74 119.87

LBI520 520+00.00 580899.60 292192.46 119.72

LBI530 530+00.00 580403.89 291323.97 119.72

LBI540 540+00.00 579908.18 290455.48 119.72

LBI550 549+99.99 579412.47 289587.00 119.72

LBI560 560+00.00 578916.76 288718.51 119.72

LBI570 570+00.00 578421.05 287850.02 119.72

LBI580 580+00.00 577984.08 286950.56 115.88

LBI590 590+00.00 577547.60 286050.85 115.88

LBI600 600+00.00 577111.12 285151.13 115.88

LBI610 610+00.00 576674.65 284251.42 115.88

LBI620 620+00.00 576238.17 283351.70 115.88

LBI630 630+00.00 575760.93 282472.94 118.53

PRE/POST PLACEMENT CONDITION SURVEY PROFILE ORIGIN POINTS

PROFILE ID BASELINE STATION EASTING NORTHING AZIMUTH NORTH

LBI640 640+00.00 575283.26 281594.40 118.53

LBI650 650+00.00 574805.60 280715.86 118.53

LBI660 660+00.00 574327.93 279837.32 118.53

LBI670 670+00.00 573850.27 278958.77 118.53

LBI680 680+00.00 573336.91 278100.69 121.10

LBI690 690+00.00 572820.44 277244.38 121.10

LBI700 700+00.00 572303.98 276388.07 121.10

LBI710 710+00.00 571787.51 275531.76 121.10

LBI720 720+00.00 571271.05 274675.45 121.10

LBI730 730+00.00 570811.00 273788.07 116.60

LBI740 740+00.00 570363.25 272893.91 116.60

LBI750 750+00.00 569915.50 271999.75 116.60

LBI760 760+00.00 569467.75 271105.59 116.60

LBI770 770+00.00 569020.01 270211.43 116.60

LBI780 780+00.00 568555.66 269325.82 117.89

LBI790 790+00.00 568087.89 268441.97 117.89

LBI800 800+00.00 567620.12 267558.12 117.89

LBI810 810+00.00 567152.34 266674.27 117.89

LBI820 820+25.00 566670.68 265769.63 123.50

LBI830 830+00.00 566133.97 264955.64 123.40

LBI840 840+00.00 565583.51 264120.78 123.40

LBI850 850+00.00 565033.05 263285.92 123.40

LBI860 860+00.00 564482.58 262451.06 123.40

LBI870 870+00.00 563764.76 261760.85 124.00

LBI880 880+00.00 563114.19 261006.56 124.00

LBI890 890+00.00 562507.51 260211.61 124.00

LBI900 900.00.00 561900.84 259416.66 124.00

LBI910 910+09.36 561284.94 258616.97 124.00

LBI920 920+00.00 560774.90 257769.77 124.00

LBI930 930+00.00 560292.24 256893.96 124.00

LBI933 933+33.79 560131.36 256602.03 118.86

LBI940 940+00.01 559809.58 256018.15 124.00

LBI950 950+00.06 559326.92 255142.35 124.00

LBI953 953+33.33 559166.04 254850.41 118.86

LBI957 956+66.67 559005.15 254558.47 118.86

LBI960 960+00.00 558723.79 254489.67 124.00

LBI963 963+33.34 558433.93 254425.38 125.01

LBI967 966+66.67 558242.68 254152.37 125.01

LBI970 970+00.00 558051.43 253879.36 125.01

LBI980 980+00.00 557477.68 253060.33 124.00

LBI997 - 556521.43 251695.28 125.01

HB0001 - 553075.02 248192.50 119.85

HB0003 - 552131.15 247225.90 119.42

HB0005 - 551334.92 246159.52 119.15

HB0007 - 550605.80 245064.88 118.86

HB0009 - 549639.23 244201.67 119.51

HB0011 - 548810.57 243454.79 131.04

HB0013 - 547682.71 242930.34 143.90

LB0016 - 542041.98 241843.17 60.65

LB0018 - 542840.08 240775.36 61.23

LB0020 - 543247.74 239491.28 59.67

LB0022 - 543682.95 238246.45 61.73

LB0024 - 543854.63 237054.06 71.15

LB0026 - 544430.27 235883.38 80.92

LB0028 - 544977.12 234651.41 82.23

LB0030 - 544367.18 233365.72 89.85

LB0032 - 543966.08 232113.15 104.53

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

- M

C-

3 P

dw g

- P

, N

C-003

PHILADELPHIA

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. THE CONTRACTOR SHALL COMPLETE ALL OF THE

PRE/POST PLACEMENT CONDITION SURVEYS AS

SHOWN ON THIS SHEET AND AS DEFINED IN THE

CONTRACT SPECIFICATIONS.

PRE/POST PROJECT SURVEY PROFILE ORIGIN POINTS

PROFILE ID BASELINE STATION EASTING NORTHING AZIMUTH NORTH

LRP054 - 603482.08 335611.74 118.68

LRP055 - 600850.64 331371.72 116.67

LBI100 99+97.21 599989.30 329492.43 113.63

LBI110 109+96.93 599583.07 328578.96 113.60

LBI120 119+96.65 599176.84 327665.50 113.56

LBI130 129+45.46 598791.98 326797.28 113.03

LBI140 139+96.10 598381.29 325831.28 112.32

LBI150 149+95.82 597996.69 324908.50 112.11

LBI160 159+95.54 597612.08 323985.72 112.08

LBI170 169+95.26 597227.48 323062.94 112.63

LBI180 179+94.97 596851.45 322136.79 110.69

LBI190 190+39.70 596487.23 321157.61 109.75

LBI200 199+94.42 596154.38 320262.79 109.72

LBI210 209+94.14 595805.85 319325.79 110.40

LBI220 219+93.86 595457.32 318388.79 110.40

LBI230 230+00.01 595106.55 317445.77 110.40

LBI240 240+00.00 594692.91 316535.47 114.64

LBI250 250+00.00 594276.00 315626.52 114.64

LBI260 260+00.00 593859.10 314717.57 114.64

LBI270 269+99.99 593442.19 313808.63 114.64

LBI280 280+00.00 593025.28 312899.68 114.64

LBI290 290+00.00 592538.23 312026.38 119.25

LBI300 301+09.63 591996.11 311058.20 119.25

LBI310 310+00.00 591561.10 310281.32 119.25

LBI320 320+00.00 591072.53 309408.80 119.25

LBI330 330+00.00 590574.62 308541.60 120.12

LBI340 340+00.00 590072.79 307676.63 120.12

LBI350 350+00.00 589570.95 306811.67 120.12

LBI360 360+00.00 589069.12 305946.71 120.12

LBI370 370+00.00 588567.29 305081.74 120.12

LBI380 380+00.00 588064.98 304217.05 120.16

LBI390 390+00.00 587562.62 303352.39 120.16

LBI400 400+00.00 587060.26 302487.74 120.16

LBI410 410+00.00 586557.90 301623.08 120.16

LBI420 420+00.00 586055.53 300758.42 120.16

LBI430 430+00.00 585524.44 299911.14 122.18

LBI440 440+00.00 584991.86 299064.76 122.18

LBI450 449+99.99 584459.28 298218.39 122.18

LBI460 460+00.00 583926.69 297372.01 122.18

LBI470 470+00.00 583394.11 296525.63 122.18

LBI480 480+00.00 582891.56 295661.19 119.87

LBI490 490+00.00 582393.51 294794.04 119.87

LBI500 500+00.00 581895.46 293926.89 119.87

LBI510 510+00.00 581397.41 293059.74 119.87

LBI520 520+00.00 580899.60 292192.46 119.72

LBI530 530+00.00 580403.89 291323.97 119.72

LBI540 540+00.00 579908.18 290455.48 119.72

LBI550 549+99.99 579412.47 289587.00 119.72

LBI560 560+00.00 578916.76 288718.51 119.72

LBI570 570+00.00 578421.05 287850.02 119.72

LBI580 580+00.00 577984.08 286950.56 115.88

LBI590 590+00.00 577547.60 286050.85 115.88

LBI600 600+00.00 577111.12 285151.13 115.88

LBI610 610+00.00 576674.65 284251.42 115.88

LBI620 620+00.00 576238.17 283351.70 115.88

LBI630 630+00.00 575760.93 282472.94 118.53

PRE/POST PROJECT SURVEY PROFILE ORIGIN POINTS

PROFILE ID BASELINE STATION EASTING NORTHING AZIMUTH NORTH

LBI640 640+00.00 575283.26 281594.40 118.53

LBI650 650+00.00 574805.60 280715.86 118.53

LBI660 660+00.00 574327.93 279837.32 118.53

LBI670 670+00.00 573850.27 278958.77 118.53

LBI680 680+00.00 573336.91 278100.69 121.10

LBI690 690+00.00 572820.44 277244.38 121.10

LBI700 700+00.00 572303.98 276388.07 121.10

LBI710 710+00.00 571787.51 275531.76 121.10

LBI720 720+00.00 571271.05 274675.45 121.10

LBI730 730+00.00 570811.00 273788.07 116.60

LBI740 740+00.00 570363.25 272893.91 116.60

LBI750 750+00.00 569915.50 271999.75 116.60

LBI760 760+00.00 569467.75 271105.59 116.60

LBI770 770+00.00 569020.01 270211.43 116.60

LBI780 780+00.00 568555.66 269325.82 117.89

LBI790 790+00.00 568087.89 268441.97 117.89

LBI800 800+00.00 567620.12 267558.12 117.89

LBI810 810+00.00 567152.34 266674.27 117.89

LBI820 820+25.00 566670.68 265769.63 123.50

LBI830 830+00.00 566133.97 264955.64 123.40

LBI840 840+00.00 565583.51 264120.78 123.40

LBI850 850+00.00 565033.05 263285.92 123.40

LBI860 860+00.00 564482.58 262451.06 123.40

LBI870 870+00.00 563764.76 261760.85 124.00

LBI880 880+00.00 563114.19 261006.56 124.00

LBI890 890+00.00 562507.51 260211.61 124.00

LBI900 900.00.00 561900.84 259416.66 124.00

LBI910 910+09.36 561284.94 258616.97 124.00

LBI920 920+00.00 560774.90 257769.77 124.00

LBI930 930+00.00 560292.24 256893.96 124.00

LBI933 933+33.79 560131.36 256602.03 118.86

LBI940 940+00.01 559809.58 256018.15 124.00

LBI950 950+00.06 559326.92 255142.35 124.00

LBI953 953+33.33 559166.04 254850.41 118.86

LBI957 956+66.67 559005.15 254558.47 118.86

LBI960 960+00.00 558723.79 254489.67 124.00

LBI963 963+33.34 558433.93 254425.38 125.01

LBI967 966+66.67 558242.68 254152.37 125.01

LBI970 970+00.00 558051.43 253879.36 125.01

LBI980 980+00.00 557477.68 253060.33 124.00

LBI997 - 556521.43 251695.28 125.01

HB0001 - 553075.02 248192.50 119.85

HB0003 - 552131.15 247225.90 119.42

HB0005 - 551334.92 246159.52 119.15

HB0007 - 550605.80 245064.88 118.86

HB0009 - 549639.23 244201.67 119.51

HB0011 - 548810.57 243454.79 131.04

HB0013 - 547682.71 242930.34 143.90

LB0016 - 542041.98 241843.17 60.65

LB0018 - 542840.08 240775.36 61.23

LB0020 - 543247.74 239491.28 59.67

LB0022 - 543682.95 238246.45 61.73

LB0024 - 543854.63 237054.06 71.15

LB0026 - 544430.27 235883.38 80.92

LB0028 - 544977.12 234651.41 82.23

LB0030 - 544367.18 233365.72 89.85

LB0032 - 543966.08 232113.15 104.53

SUPPLEMENTAL SURVEYS*

PRE/POST PROJECT SURVEY PROFILE ORIGIN POINTS

PROFILE ID BASELINE STATION EASTING NORTHING AZIMUTH NORTH

LBI117 116+66.67 599310.93 327967.01 113.98

LBI123 123+33.34 599040.03 327357.86 113.98

LBI127 126+66.67 598904.59 327053.29 113.98

LBI133 133+33.33 598636.26 326443.04 112.63

LBI137 136+66.67 598508.02 326135.36 112.63

LBI143 143+33.33 598251.55 325520.00 112.63

LBI147 146+66.67 598123.31 325212.32 112.63

LBI153 153+33.33 597866.84 324596.96 112.63

LBI157 156+66.67 597738.60 324289.28 112.63

LBI163 163+33.34 597482.13 323673.92 112.63

LBI167 166+64.30 597354.81 323368.43 112.63

LBI173 173+33.33 597097.42 322750.89 112.63

LBI177 176+66.67 596969.18 322443.21 112.63

LBI183 183+33.34 596733.49 321819.66 110.40

LBI227 226+66.67 595222.76 317758.19 110.40

LBI233 233+33.34 594970.85 317141.44 114.64

LBI237 236+66.67 594831.88 316838.45 114.64

LBI243 243+33.33 594553.94 316232.49 114.64

LBI247 246+66.66 594414.97 315929.51 114.64

LBI253 253.53.34 594128.7 315305.36 114.64

LBI257 256+66.67 593998.06 315020.56 114.64

LBI263 263+33.33 593720.13 314414.59 114.64

LBI267 266+66.66 593581.16 314111.61 114.64

LBI273 273+33.34 593303.22 313505.64 114.64

LBI277 276+66.67 593164.25 313202.66 114.64

LBI283 283+33.34 592863.94 312608.06 119.25

LBI287 286+66.67 592701.09 312317.22 119.25

LBI293 293+33.33 592375.38 311735.54 119.25

LBI297 296+66.67 592212.52 31144.69 119.25

LBI303 303+33.33 591886.81 310863.01 119.25

LBI307 306+66.67 591723.95 3100572.17 119.25

LBI313 313+33.34 591398.24 309990.48 119.25

LBI363 363+23.20 588906.90 305667.20 120.12

LBI367 366+56.44 588739.70 305378.90 120.12

LBI373 373+22.91 588405.10 304802.50 120.15

LBI377 376+56.16 588237.70 304514.30 120.16

LBI383 383+22.64 587902.90 303938.00 120.16

LBI517 516+52.25 581072.56 292494.14 199.85

LBI523 523+18.74 580741.60 291915.64 119.72

SUPPLEMENTAL SURVEYS*

PRE/POST PROJECT SURVEY PROFILE ORIGIN POINTS

PROFILE ID BASELINE STATION EASTING NORTHING AZIMUTH NORTH

LBI527 526+51.97 580576.41 291626.23 119.72

LBI533 533+43.45 580233.64 291025.69 119.72

LBI537 536+51.69 580080.84 290757.98 119.72

LBI543 543+18.17 579750.46 290179.15 119.72

LBI547 546+51.41 579585.26 289889.74 119.72

LBI553 553+33.33 579251.08 289304.25 119.72

LBI557 556+51.14 579089.69 289021.49 119.72

LBI563 563+17.62 578759.31 288442.66 119.72

LBI567 566+50.85 578594.12 288153.25 119.72

LBI573 573+17.34 578282.05 287564.76 115.88

LBI777 776+66.81 568711.59 269620.43 117.89

LBI783 783+33.34 568399.74 269031.20 117.89

LBI787 786+66.67 568243.81 268736.58 117.89

LBI793 793+33.33 567931.97 268147.35 117.89

LBI797 796+91.68 567764.35 267830.63 117.89

LBI803 803+33.34 567464.19 267263.50 117.89

LBI807 806+66.66 567308.27 266968.89 117.89

LBI813 813+33.36 566996.42 266379.65 117.89

LBI817 816+66.67 566840.49 266085.04 117.89

LBI823 823+33.34 566500.95 265512.21 123.40

LBI827 826+66.67 566317.46 265233.93 123.40

LBI833 833+33.34 565950.49 264677.35 123.40

LBI837 836+66.66 565767.00 264399.07 123.40

LBI843 843+33.33 565400.02 263842.50 123.40

LBI847 846+66.67 565216.53 263564.21 123.40

LBI853 853+33.33 564849.56 263007.64 123.40

LBI857 856+66.67 564666.07 262729.35 123.40

LBI863 864+33.33 564187.68 262138.01 138.27

LBI867 866+66.66 564013.54 261982.71 138.27

LBI873 873+14.31 563530.18 261551.65 127.35

LBI877 876+66.67 563316.41 261271.55 127.35

LBI883 883+33.33 562911.96 260741.58 127.35

LBI887 886+66.51 562709.74 260476.60 127.35

LBI893 893+33.33 562305.29 259946.63 127.35

LBI897 896+66.64 562103.06 259681.65 127.35

LBI903 903+33.34 561698.61 259151.68 127.35

LBI927 926+66.66 560453.13 257185.90 118.86

LBI937 936+66.67 559970.47 256310.09 118.86

LBI943 943+33.33 559648.70 255726.22 118.86

LBI947 946+66.64 559487.81 255434.28 118.86

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

- M

C-

4 P

dw g

- P

, N

C-004

PHILADELPHIA

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. THE CONTRACTOR SHALL COMPLETE ALL OF THE

PRE/POST PROJECT SURVEYS AS SHOWN ON

THIS SHEET AND AS DEFINED IN THE CONTRACT

SPECIFICATIONS.

NOTES:

* SUPPLEMENTAL SURVEYS LISTED IN THIS TABLE

SHALL ONLY CONSIST OF UPPER BEACH AND

WADING SURVEYS. HYDROGRAPHIC SURVEYS ARE

NOT REQUIRED FOR SUPPLEMENTAL SURVEYS. SEE

CONTRACT SPECIFICATIONS FOR FURTHER

REQUIREMENTS.

* SUPPLEMENTAL SURVEYS LISTED IN THIS TABLE

SHALL ONLY CONSIST OF UPPER BEACH AND

WADING SURVEYS. HYDROGRAPHIC SURVEYS ARE

NOT REQUIRED FOR SUPPLEMENTAL SURVEYS. SEE

CONTRACT SPECIFICATIONS FOR FURTHER

REQUIREMENTS.

TABLE: CWL COORDINATES

POINT NUMBER

NORTHING

253518.95

254329.13

254215.22

254546.82

254606.45

254622.36

254636.79

254579.55

254766.88

254849.79

254874.25

254800.06

254904.47

254896.02

254999.62

255089.40

255099.40

255014.59

255030.11

255131.36

255217.41

255229.49

255307.66

255241.06

255252.14

255360.32

255458.96

255524.54

255537.57

255459.37

255583.73

255940.22

255945.48

255970.47

256027.72

255969.74

256110.80

256174.20

256188.41

256130.47

256278.24

256337.40

256350.16

256433.31

256489.68

256508.40

256451.50

256901.34

256914.56

256867.64

257210.90

257222.67

257175.28

257472.43

257515.15

257528.92

257483.38

257775.56

257821.29

257835.53

EASTING

558682.40

558707.74

558949.43

559127.66

559177.48

559151.03

559156.55

559257.00

559411.22

559258.70

559270.25

559408.43

559464.00

559479.32

559533.41

559381.61

559386.78

559540.27

559547.37

559581.20

559622.93

559637.27

559497.62

559651.00

559664.14

559675.31

559727.14

559613.39

559620.31

559759.72

559811.33

559984.93

559975.91

559968.85

559880.95

559999.36

560068.01

559959.23

559966.42

560077.58

560149.55

560044.04

560049.60

560225.06

560125.72

560134.36

560233.92

560341.79

560349.28

560437.12

560509.88

560516.11

560600.43

560758.22

560669.80

560676.65

560764.03

560919.04

560832.58

560840.42

TABLE: CWL COORDINATES

POINT NUMBER

NORTHING

257787.78

257958.93

258006.69

258013.99

257966.35

258089.63

258146.10

258097.18

258322.20

258383.82

258330.12

258334.90

258483.51

258644.95

258720.76

258658.29

258787.49

258850.47

258800.55

259010.57

258965.11

258977.34

259102.60

259275.76

259342.75

259349.69

259676.25

259762.38

259770.27

259802.74

259901.08

259816.68

260029.46

260124.78

260134.69

260167.76

260157.01

260265.09

260273.09

260301.98

260291.43

260478.25

260507.15

260511.61

260482.50

260582.19

260675.17

260719.31

260724.46

260696.73

260901.12

260941.89

260948.07

260914.69

261109.16

261135.98

261168.16

261323.70

261365.88

EASTING

560925.82

561021.85

560931.74

560935.73

561026.13

561095.37

561007.21

561099.73

561241.65

561133.92

561248.33

561252.37

561342.91

561449.25

561343.61

561458.04

561543.14

561426.69

561551.69

561531.26

561660.13

561668.19

561750.69

561872.33

561745.34

561749.94

562154.88

562015.63

562020.47

562244.40

562107.45

562254.35

562404.86

562482.66

562467.24

562489.84

562508.45

562596.09

562581.19

562598.11

562618.09

562778.56

562727.49

562730.07

562782.21

562864.01

562927.87

562888.04

562890.82

562941.96

563076.66

563024.23

563027.49

563085.41

563211.37

563176.78

563190.10

563400.02

563341.46

TABLE: CWL COORDINATES

POINT NUMBER

NORTHING

261373.47

261504.39

261552.41

261721.85

261786.15

261793.01

261906.61

261924.33

261927.80

261911.39

262121.19

262147.95

262167.91

262132.53

262281.99

262326.96

262334.14

262287.92

262398.64

262474.07

262484.42

262550.41

262532.37

262526.50

262640.69

262705.77

262757.04

262768.75

262829.96

262918.07

262961.18

262967.77

262952.38

263126.65

263190.52

263198.34

263140.91

263329.93

263372.02

263378.20

263346.46

263356.66

263558.07

263656.09

263661.12

263565.51

263601.08

263790.06

263805.87

263814.85

263802.38

263992.13

264018.86

264029.97

264007.61

264218.84

264243.69

264252.68

264445.03

264457.31

264500.71

264492.97

EASTING

563343.34

563562.79

563527.72

563771.85

563674.01

563679.31

563950.70

563920.86

563926.62

563954.57

564208.42

564181.60

564192.08

564222.72

564477.30

564403.12

564406.27

564485.46

564562.09

564610.80

564627.79

564533.44

564577.31

564638.56

564709.22

564755.29

564695.38

564701.72

564845.46

564932.14

564867.25

564870.75

564905.88

565092.90

564992.98

564997.14

565104.17

565278.72

565221.52

565224.85

565294.03

565303.46

565381.01

565238.73

565241.64

565383.88

565397.57

565518.60

565499.44

565506.53

565526.49

565648.01

565620.04

565623.25

565657.74

565790.07

565750.10

565757.83

565931.78

565909.40

565937.81

565963.08

TABLE: CWL COORDINATES

POINT NUMBER

NORTHING

264683.26

264704.50

264714.49

264695.16

264941.86

264977.75

265211.08

265215.76

265238.64

265230.03

265416.86

265452.39

265528.02

265496.49

265728.02

265753.65

265779.08

265792.92

266025.02

266047.81

266054.36

266203.85

266234.10

266254.78

266266.26

266420.66

266463.51

266493.00

266522.87

266507.46

266698.91

266720.85

266737.39

266748.03

266925.75

266948.17

266941.81

267120.99

267139.49

267160.29

267164.31

267146.69

267366.29

267393.21

267408.51

267381.96

267514.92

267614.19

267633.61

267640.55

267628.59

267810.98

267830.55

267842.96

267982.30

268010.86

268031.58

268045.36

268023.52

268035.06

268229.12

EASTING

566081.04

566052.72

566058.77

566088.50

566243.05

566217.26

566437.11

566369.82

566374.02

566449.07

566585.14

566519.81

566565.66

566625.64

566713.42

566728.76

566685.65

566694.58

566891.16

566866.45

566866.66

566988.69

567007.83

566973.63

566980.19

567125.87

567145.96

567093.09

567107.08

567147.40

567256.79

567268.68

567238.21

567243.77

567379.64

567358.90

567388.34

567485.38

567497.83

567462.26

567472.16

567502.68

567637.92

567591.10

567600.07

567647.14

567699.31

567752.48

567723.07

567726.73

567760.28

567859.05

567825.09

567831.64

567951.83

567967.30

567934.30

567934.19

567974.15

567980.40

568095.38

TABLE: CWL COORDINATES

POINT NUMBER

NORTHING

268259.76

268266.67

268343.99

268448.37

268487.48

268661.47

268671.93

268681.73

268702.62

268691.46

268727.19

268888.24

268904.12

268911.39

268930.48

268924.25

269127.86

269151.84

269167.37

269353.16

269398.91

269384.42

269583.96

269597.67

269617.04

269751.36

269817.07

269830.69

269844.54

269832.04

270029.79

270051.42

270065.26

270049.65

270253.61

270269.64

270288.64

270274.19

270502.19

270518.58

270500.68

270640.06

287103.47

287334.38

287536.45

287614.83

287550.71

287594.30

287754.48

287815.90

287826.47

287764.47

287977.63

288040.51

288050.99

288206.19

288265.35

288276.24

288214.99

288364.05

EASTING

568050.92

568054.46

568163.45

568212.38

568201.09

568312.27

568319.99

568308.05

568313.07

568334.41

568360.78

568418.58

568426.03

568412.84

568424.40

568435.46

568530.91

568495.35

568504.16

568636.53

568615.86

568651.18

568744.72

568720.33

568729.49

568823.20

568854.01

568827.27

568836.18

568861.72

568964.26

568937.30

568946.32

568974.56

569080.33

569051.51

569057.97

569091.00

569160.23

569170.87

569208.44

569280.72

578721.50

578321.54

578430.79

578324.28

578438.50

578461.93

578548.00

578434.02

578439.70

578555.02

578667.63

578557.45

578563.31

578790.17

578682.45

578687.59

578794.88

578874.73

TABLE: CWL COORDINATES

POINT NUMBER

NORTHING

288378.22

288433.56

288443.78

288388.62

288405.53

288548.09

288603.88

288614.20

288558.24

288573.37

288712.78

288767.31

288778.06

288723.31

288899.51

288954.80

288965.22

288910.03

289064.21

289119.15

289129.76

289074.74

289245.86

289311.57

289256.38

289423.94

289477.78

289488.99

289435.34

289451.89

289593.85

289648.57

289664.72

289609.95

289756.98

289812.13

289822.13

289767.14

289930.61

289984.20

289994.70

289940.77

290109.24

290162.82

290172.82

290119.41

290277.32

290340.99

290287.48

290443.90

290509.19

290454.43

290634.35

290687.87

290698.13

290644.88

290798.86

290849.78

290860.38

290809.38

290971.18

291024.25

291034.96

290981.70

291152.47

EASTING

578882.91

578785.95

578792.27

578888.90

578898.65

578988.61

578890.86

578896.82

578995.04

579004.63

579081.20

578985.66

578991.04

579086.97

579183.57

579086.70

579092.65

579189.34

579273.86

579177.62

579183.24

579279.63

579373.45

579282.53

579379.22

579471.07

579377.09

579383.68

579477.32

579486.39

579575.78

579479.93

579489.96

579585.91

579678.49

579582.24

579588.54

579684.88

579787.81

579693.91

579699.72

579794.21

579900.28

579806.41

579813.11

579906.68

580006.11

579918.76

580012.51

580110.09

580019.90

580115.85

580214.47

580120.71

580126.94

580220.24

580304.66

580211.85

580217.48

580310.43

580399.13

580306.15

580311.59

580404.90

580498.45

TABLE: CWL COORDINATES

POINT NUMBER

NORTHING

291204.45

291215.05

291162.96

291309.85

291327.57

291393.54

291338.80

291516.79

291571.35

291582.57

291528.02

291701.41

291762.27

291712.89

291869.06

291895.94

291951.06

291961.97

291906.60

291910.94

292061.67

292122.40

292133.70

292072.22

292246.67

292282.97

292299.99

292262.36

292334.39

292404.58

292432.83

292440.31

292412.57

292595.40

292177.80

309666.77

309784.11

310414.38

310547.41

310816.14

310988.22

311021.08

311079.11

311095.93

311037.93

311377.82

311681.04

311851.11

311932.71

312035.08

312057.63

312113.04

312126.23

312323.16

312367.75

312381.88

312576.99

312606.48

312619.63

312844.90

312873.59

312885.22

312857.22

313091.51

313123.65

EASTING

580402.44

580408.07

580504.27

580584.79

580591.95

580500.56

580596.48

580668.24

580572.65

580577.19

580672.77

580742.68

580648.83

580746.50

580816.79

580820.00

580723.50

580728.53

580825.54

580836.08

580906.45

580800.05

580804.47

580911.96

581005.54

580937.98

580946.88

581014.17

581053.74

581092.30

581049.07

581053.36

581096.69

581197.49

581920.79

591620.03

591416.78

591734.43

591802.54

591970.51

592121.94

592139.71

592039.15

592048.02

592148.82

592332.60

592472.14

592566.67

592612.03

592667.24

592679.16

592574.89

592581.35

592819.54

592735.21

592741.60

592939.75

592878.70

592885.30

593074.24

593015.47

593021.37

593080.42

593198.03

593137.65

TABLE: CWL COORDINATES

POINT NUMBER

NORTHING

313140.65

313378.98

313410.70

313423.84

313392.14

313427.37

313670.04

313704.17

313717.88

313683.86

313931.51

313959.68

313973.21

313944.99

314544.03

314571.69

314611.36

314619.43

314579.36

315002.47

315041.23

315058.29

315019.49

315277.13

315305.72

315319.38

315290.74

315419.37

315553.93

315849.09

315907.21

316091.56

316108.65

316124.14

316137.75

316122.97

316631.35

316644.61

316658.73

316645.63

316878.13

316891.42

316905.49

316891.77

317132.50

317153.45

317167.56

317372.54

317394.88

317408.95

317385.87

317566.62

317614.97

317642.84

317657.01

317628.76

317853.67

317879.02

317893.03

317878.04

318098.63

318134.21

318148.24

318112.35

318345.73

318382.31

EASTING

593146.09

593342.33

593280.53

593286.82

593348.94

593366.62

593488.23

593415.13

593421.94

593494.53

593613.95

593553.07

593559.64

593620.57

593921.40

593934.24

593853.22

593857.19

593939.05

594151.62

594076.15

594084.49

594160.02

594281.63

594211.33

594218.13

594288.31

594346.68

594375.13

594511.57

594538.44

594623.65

594633.61

594595.44

594601.79

594638.21

594851.86

594814.34

594819.42

594856.46

594955.11

594919.52

594924.72

594961.49

595053.82

594998.40

595003.48

595146.45

595087.66

595092.86

595153.59

595226.50

595246.01

595176.83

595181.79

595251.94

595330.89

595274.72

595280.14

595340.18

595439.08

595361.02

595366.38

595445.14

595549.76

595506.42

TABLE: CWL COORDINATES

POINT NUMBER

NORTHING

318363.08

318585.00

318631.28

318597.28

318827.33

318860.52

318841.30

319068.93

319115.43

319086.55

319321.08

319366.75

319335.16

319573.26

319580.76

319622.51

319595.15

319830.34

319862.08

319876.13

319844.72

319981.07

320120.02

321289.48

321524.04

321633.09

322100.49

322216.89

322332.18

322909.52

323089.20

323158.97

323224.63

323602.32

323717.78

324428.39

324783.58

325241.49

325584.84

326042.64

326515.52

326537.92

326560.89

326697.78

326980.54

326993.11

327000.54

327467.93

327748.13

327506.40

EASTING

595557.67

595657.16

595591.66

595666.40

595765.78

595676.90

595771.19

595859.55

595783.21

595866.02

595952.13

595869.64

595957.30

596044.38

596046.89

595968.77

596051.15

596121.14

596027.82

596033.15

596125.46

596166.51

596208.31

596623.82

596710.31

596757.70

596950.64

596999.17

597047.81

597288.63

597363.58

597206.57

597228.11

597577.62

597625.80

597866.51

597986.82

598190.56

598343.32

598547.00

598735.44

598677.82

598683.91

598808.07

598918.82

598889.43

598894.51

599109.72

599237.13

599780.69

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

- M

LIM

.dw g

LIM

, N

C-005

PHILADELPHIA

SHEET C-103

SHEET C-104

SHEET C-105

LONG BEACH TOWNSHIP

5.1

4.7

5.1

3.1

4.9

4.4

4.6

4.0

5.4

5.8 5.5

6.2

6.7

4.1

3.3

3.8

3.5

3.6 3.7

4.0

3.7 3.7

4.0

2.7

3.6

4.0

5.0

4.5

4.4 5.0

4.4

3.5

5.0 5.0

5.7

4.7

3.2

3.0

3.23.13.4 3.6

3.9

3.8

4.04.0

4.0 4.04.7

4.9

4.8

4.6 5.24.9

5.3

5.4

4.7

4.9

6.4

5.6

3.9

4.4

4.3 4.6

4.4

3.5 4.2

4.3 5.3

3.3

3.9

4.95.0

4.8

3.0

3.5

4.9

3.7

RESTRICTION ZONE ON

DREDGING OPERATIONS

(SEE SPECIFICATIONS)

ATLANTIC OCEAN

BASE BID AND

OPTIONS 8, 9 AND 10

850+00860+00 870+00

880+00 890+00

900+00 910+00920+00930+00940+00950+00

960+00

970+00980+00990+00 1000+001010+00

1020+00 1030+00

1040+00 1050+00

1060+00

1070+00

1080+00

1090+00

1100+00

1105+00

BEACH HAVEN BOROUGH

APPROXIMATE SHORELINE

SURVEY BASELINE

(TYP)

CONTRACTOR WORK LIMIT

(TYP)

SHEET C-106 SHEET C-107 SHEET C-108 SHEET C-109 SHEET C-110 SHEET C-111 SHEET C-112 SHEET C-113 SHEET C-114 SHEET C-115

LONG BEACH TOWNSHIP

OPTIONS 1, 5, 6 AND 7

BEACH HAVEN BOROUGH

Obscured

U.C.

Obscured

O bscured

Obscured

U.C.

U.C.U.C.

U.C.

Obscured

O bscured

Obscured

Obscured Obscured

Obscured

U.C.

Obscured

O bscured

Obscured

U.C.

RESTRICTION ZONE ON

DREDGING OPERATIONS

(SEE SPECIFICATIONS)

ATLANTIC OCEAN

490+00500+00510+00 520+00530+00540+00

550+00560+00570+00580+00

590+00600+00610+00620+00630+00640+00650+00660+00670+00680+00690+00700+00710+00720+00730+00740+00750+00760+00770+00780+00790+00800+00810+00820+00830+00840+00850+00

OPTIONS 20, 21 AND 22OPTIONS 23, 24 AND 25

BASE BID AND

OPTIONS 8, 9 AND 10

SHEET C-111

OPTIONS 17, 18 AND 19

SHIP BOTTOM BOROUGH

1 GENERAL PLAN - STA 851+00 TO STA. 1105+001 GENERAL PLAN - STA 851+00 TO STA. 1105+00

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-101

, N

L P

C-

1 G

dw g

- M

2B U2

2 GENERAL PLAN - STA. 487+00 TO STA. 851+002 GENERAL PLAN - STA. 487+00 TO STA. 851+00

C H

E M

N E

R E:

-1

R E:

-1

C H

E M

N E

R E:

-1

R E:

-1

C H

E M

N E

R E:

-1

R E:

-1

NORTH

PLAN

NORTH

PLAN

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY AND

CONSTRUCTION BASELINE COORDINATES.

SHEET C-116 SHEET C-117

SHEET C-118 SHEET C-119 SHEET C-120

SHEET C-121 SHEET C-122

SHEET C-123

SHEET C-124

SHEET C-125

BORROW AREA D-1

(AVAILABLE FOR USE)

(SEE SHEET C-401)

LONG BEACH TOWNSHIP

LONG BEACH TOWNSHIPSURF CITY BOROUGHSHIP BOTTOM BOROUGH

3.1

U.C.

3.4

3.5

3.7

3.93.8

U.C.

3.6

3.7

4.4

3.8

4.0

5.2

11.7

U.C.

Obscured

3.2

3.8

U.C.

3.3

3.6

3.2

3.7

3.9

3.4

3.5

3.6

4.1

4.2 3.9

3.6

2.92.7

3.9

3.3

3.4

3.3

3.2

3.0

3.5

3.3

2.7

4.6

3.9 3.8

2.9

3.8

4.3

4.0

4.1

4.8

5.8 4.2

3.9 3.9

2.3

4.0 3.6

3.5

3.6

3.0

7.9 10.8

4.0 3.7

3.3

4.6

4.4

4.2

3.6

4.0

3.1

4.03.9

3.4

3.6

4.5

3.9

4.0

4.1

4.3

3.7

4.3

4.0

3.9

U.C.

3.8

3.9

3.8 3.8

4.5

3.9

4.4

3.9

4.1

U.C.

4.2

U.C.

5.0

4.0

3.7

4.3

3.9

4.4

U.C.

3.9

3.2

3.5

4.0

Obscured

3.6 3.1

4.3

Obscured

4.1

4.4

4.7

4.4

4.7

4.4

4.1

5.0

3.9

4.4

3.0

Obscured

O bscured

Obscured

2.7

3.6 3.7

9.6

4.3

4.2

4.1

Obscured

3.9

3.7

4.3

3.1

2.9

3.3

3.6

8.3

7.2

4.2

6.6

8.1

3.6

3.5

4.0

4.3

4.4

4.5 4.3

4.6

4.2

4.5 4.3

3.6

3.7 3.0

3.4

3.8

3.3

3.2

3.0 2.7

3.6 3.5

4.0

4.4

4.1 4.1

3.9

3.5

4.0

3.6

Obscured

9.4

Fence U.C.

4.1

4.6

3.9 4.1

3.9 4.2

3.9 4.1

4.3

4.7

3.9

4.1

4.9 4.5

3.6

4.3 4.4

4.4

4.7

4.6

4.6 4.6

5.0 4.7

4.7

4.8

4.7

4.8

4.4

3.9 3.4

Obscured

3.6

3.4

3.5

2.8

3.3

2.9

3.2

3.5

Obscured

3.6 3.3

3.8

Obscured7.2

7.3

7.4 4.24.4

4.2

4.1

4.5

3.9

3.63.7

4.0

3.7

3.6

4.0

Obscured Obscured

Obscured

3.73.9

3.9

ATLANTIC OCEAN

HARVEY CEDARS BOROUGH

BASE BID

AND OPTIONS 2, 3 AND 4

120+00 130+00

140+00 150+00

160+00 170+00

190+00 200+00

210+00 220+00

230+00240+00250+00 260+00

270+00280+00290+00300+00310+00320+00330+00340+00350+00360+00370+00380+00390+00400+00410+00420+00430+00440+00450+00460+00470+00480+00490+00

OPTIONS 11, 12 AND 13OPTIONS 14, 15 AND 16OPTIONS 17, 18 AND 19

EXISTING TRANSATLANTIC CABLE

(TYP)

RESTRICTION ZONE ON

DREDGING OPERATIONS

(SEE SPECIFICATIONS)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-102

, N

L P

C-

2 G

dw g

- M

2B U2

1 GENERAL PLAN - STA. 116+00 TO STA. 487+001 GENERAL PLAN - STA. 116+00 TO STA. 487+00

C H

E M

N E

R E:

-1

R E:

-1

NORTH

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

2. SEE SHEET C-002 FOR SURVEY AND

CONSTRUCTION BASELINE COORDINATES.

ATLANTIC OCEAN

EDWIN B. FORSYTHE

NATIONAL WILDLIFE REFUGE

HOLGATE - LBT

EXISTING VEHICULAR

ACCESSWAY

935+00940+00945+00950+00955+00

960+00

965+00

970+00

CONTRACTOR STAGING

AREA

TAPER BEACHFILL BERM INTO

TERMINAL GROIN AT STATION 962+33

STA. 960+00

388.53 LT ℄ OF DUNE

STA. 953+33.33

279.75 LT

VEHICULAR DUNE

CROSSOVER REPAIR

SEAWARD

EDGE OF BERM

STA. 960+00

763.86 LT

TOE OF SLOPE

CONTRACTOR

ACCESS

BASE CONTRACT FILL LIMIT

PEDESTRIAN DUNE

CROSSOVER REPAIR

STA. 950+00.06

282.37 LT

STA. 956+66.68

195.27 LT

STA. 950+00.06

617.56 LT

STA. 940+00.01

569.31 LT

STA. 946+66.64

261.26 LT STA. 943+33.33

240.63 LT

STA. 939+59.50

247.36 LT

SURVEY BASELINE

6 7

8 9

14 15

23 24 25

27 28

30 31

32 33

34 35

41 42

43 44

45 46

49 50

51 52

53 54

CONTRACTOR WORK

LIMIT (TYP)

STA. 936+66.67

232.64 LT

STA. 933+33.79

207.00 LT

CONSTRUCT SAND FENCE (TYP)

(SEE NOTE 8)

PEDESTRIAN DUNE

CROSSOVER

REPAIR

PEDESTRIAN DUNE

CROSSOVER REPAIR

DEMO AND REMOVE 60 LF

OF EXISTING POST AND

RAIL AND 210 SF OF

EXISTING WOOD DECKING.

PEDESTRIAN DUNE

CROSSOVER

REPAIR

BASE BID AND

OPTIONS 8 THROUGH 10

HOLGATE - LBT

N 253879.22 E 558051.64

DUNE

REPAIR (TYP)

SEE NOTE 12

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-103

, N

T O

.dw g

- M

2B U2

1 PLAN - STA. 932+27 TO STA. 971+971 PLAN - STA. 932+27 TO STA. 971+97

C H

E M

N E

R E:

C -1

-1

NORTH

PLAN

NOTES:

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

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

3. SEE SHEET C-005 FOR COORDINATES OF CONTRACTOR WORK LIMIT.

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

5. SEE SHEET C-302 FOR TYPICAL BEACHFILL SECTIONS AND SHEETS C-303 THROUGH C-310 FOR BEACHFILL

CROSS SECTIONS.

6. FOR ENLARGED CROSSOVER PLANS, SEE SHEETS C-402 THROUGH C-407.

7. FOR CROSSOVER DETAILS, SAND FENCE AND DUNE GRASS DETAILS, SEE SHEETS C-501 THROUGH C-503.

8. FOR CROSSOVER QUANTITIES, SEE TABLE ON THIS SHEET.

9. SAND FENCE SHALL BE CONSTRUCTED ALONG THE SEAWARD TOE OF DUNE IN ALL REPAIR AREAS

SHOWN.

10. LOCATION AND TEMPLATE OF BEACHFILL WILL BE REVISED BY THE CONTRACTING OFFICER AFTER THE

PRE-PLACEMENT CONDITION SURVEYS ARE RECEIVED FROM THE CONTRACTOR.

11. APPROXIMATELY 300 FEET OF EXISTING SAND FENCE LOCATED NORTH OF WASHINGTON AVENUE

VEHICULAR CROSSOVER SHALL BE REMOVED.

12. HISTORIC LOCATION OF SEABEACH AMARANTH IN 2023 FOUND AT N 253767.99, E 557716.03 WHICH FALLS

OUTSIDE OF THE VIEW OF THIS SHEET. SEE SPECIFICATIONS FOR REQUIREMENTS.

CROSSOVERS - QUANTITIES

CROSSOVER # APPROXIMATE STATION STREET DETAIL # TYPE REPAIR (SF) SPLIT RAIL FENCE (LF) REMARKS

1 956+78 McKINLEY AVE./CLEVELAND AVE.

MID BLOCK 1/C-402 PEDESTRIAN 2005

2 955+00 McKINLEY AVENUE 1/C-402 PEDESTRIAN 1650

DEMO AND REMOVE 60 LF OF EXISTING POST

AND RAIL AND 210 SF OF EXISTING WOOD

DECKING.

3 952+75 WASHINGTON AVENUE 1/C-407 VEHICULAR 5130 575

4 950+25 HARDING AVENUE 2/C-402 PEDESTRIAN 1460

5 947+75 ROOSEVELT AVENUE 1/C-402 PEDESTRIAN 1550

6 945+25 PERSHING AVENUE 1/C-402 PEDESTRIAN 1750

7 939+50 JACQUELINE AVENUE 1/C-402 PEDESTRIAN 1350

8 938+00 CAROLINA AVENUE 1/C-402 PEDESTRIAN 1350

9 936+00 INLET ROAD 1/C-402 PEDESTRIAN 1350

10 934+25 CHATHAM ROAD 1/C-402 PEDESTRIAN 1350

U.C.

895+00

900+00

905+00

910+00

915+00920+00925+00930+00

℄ OF DUNE

TAPER BEACHFILL BERM INTO

EXISTING GROUND AT STATION 920+00

EXISTING ADA ACCESSIBLE

DUNE CROSSOVER (TYP)

EXISTING

PEDESTRIAN DUNE

CROSSOVER (TYP)

SURVEY BASELINE

TAPER BEACHFILL BERM INTO

EXISTING GROUND AT STATION 900+00

57 58

59 60

61 62

99 100

102 103

106 107

CONTRACTOR WORK

LIMIT (TYP)

CONTRACTOR WORK

LIMIT (TYP)

PEDESTRIAN DUNE

CROSSOVER REPAIR

67 68

69 70

71 72

73 74

75 76

77 78

79 80 81

82 83

88 89

92 93

94 95

96 97

BASE BID AND

OPTIONS 8 THROUGH 10

HOLGATE - LBT

STA. 930+00

414.12 LT

SEAWARD EDGE

OF BERM (TYP)

TOE OF

SLOPE (TYP)

SEAWARD EDGE

OF BERM (TYP)

TOE OF

SLOPE (TYP)

DUNE REPAIR (TYP)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-104

, N

T O

.dw g

- M

2B U2

1 PLAN - STA. 895+12 TO STA. 932+271 PLAN - STA. 895+12 TO STA. 932+27

C H

E M

N E

R E:

C -1

-1

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

NOTES:

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

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

3. SEE SHEET C-005 FOR COORDINATES OF CONTRACTOR WORK LIMIT.

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

5. SEE SHEET C-302 FOR TYPICAL BEACHFILL SECTIONS AND SHEETS C-303 THROUGH C-310 FOR

BEACHFILL CROSS SECTIONS.

6. FOR ENLARGED CROSSOVER PLANS, SEE SHEETS C-402 THROUGH C-407.

7. FOR CROSSOVER DETAILS, SAND FENCE AND DUNE GRASS DETAILS, SEE SHEETS C-501

THROUGH C-503.

8. FOR CROSSOVER LOCATIONS QUANTITIES, SEE THIS SHEET.

9. LOCATION AND TEMPLATE OF BEACHFILL WILL BE REVISED BY THE CONTRACTING OFFICER

AFTER THE PRE-PLACEMENT CONDITION SURVEYS ARE RECEIVED FROM THE CONTRACTOR.

CROSSOVERS - QUANTITIES

CROSSOVER # APPROXIMATE STATION STREET DETAIL # TYPE REPAIR (SF)

1 930+00 HOLGATE AVE 3/C-402 PEDESTRIAN 300

BEACH HAVENHOLGATE - LBT

860+00

865+00

870+00

875+00

880+00

885+00

890+00

895+00

SEAWARD EDGE

OF BERM (TYP)

STA. 890+00

92.54 LT

℄ OF DUNE

PEDESTRIAN DUNE

CROSSOVER REPAIR

STA. 890+00

268.67 LT

STA. 884+82

164.48 LT

EXISTING

BULKHEAD

SURVEY BASELINE

EXISTING

WOOD WALKWAY

STA. 880+00

257.140 LT STA. 880+00

81.03 LT

STA. 873+14.31

90.00 LT

EXISTING

WOOD

WALKWAY

EXISTING VEHICULAR

DUNE CROSSOVER (TYP)

TOE OF SLOPE

(TYP)

EXISTING PEDESTRIAN

DUNE CROSSOVER (TYP)

CONTRACTOR

ACCESS

CONTRACTOR

STAGING AREA

CONTRACTOR

ACCESS

STA. 876+66.67

85.00 LT

STA. 870+00

80.85 LT

STA. 866+66.66

74.00 LT

STA. 864+33.33

78.00 LT

STA. 861+45.55

160.57 LT

STA. 860+00

132.65 LT

STA. 870+00

255.85 LT

STA. 860+00

318.26 LT

119 120

123 124

130 131

132 133

134 135 136 137

140 141

146 147

148 149

152 153

163 164

CONTRACTOR WORK

LIMIT (TYP)

CONSTRUCT SAND FENCE (TYP)

(SEE NOTE 8) PEDESTRIAN DUNE

CROSSOVER REPAIR

BASE BID…

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File details come from the government source that posted it. Updated Mar 28, 2024.