19B0006-Dwgs-RTA.pdf

PDF 8 MB Posted May 13, 2019

Attached to: Beach Nourishment, Cape May Inlet to Lower Township, Cape May, NJ
Solicitation number: W912BU-19-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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File	Type	Posted
Final_Abtract_Bid_Opening_CapeMay_19B0006.pdf	PDF	Jun 20, 2019
W912BU-19-B-0006_Specs-AM4.pdf	PDF	Jun 13, 2019
W912BU-19-B-0006_AMD0003.pdf	PDF	Jun 11, 2019
W912BU-19-B-0006_Specs-AM2.pdf	PDF	Jun 10, 2019
W912BU-19-B-0006-Dwgs-AM2.pdf	PDF	Jun 10, 2019
W912BU-19-B-0006_Specs-AM2.pdf	PDF	May 30, 2019
W912BU-19-B-0006-Dwgs-AM2.pdf	PDF	May 30, 2019
Amendment_1.pdf	PDF	May 17, 2019
19B0006-Specs-RTA.pdf	PDF	May 13, 2019

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US Army Corps of Engineers

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SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

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PHILADELPHIA

CAPE MAY INLET TO LOWER TOWNSHIP

BEACH NOURISHMENT

CAPE MAY, NEW JERSEY

CAPE MAY COUNTY

10 MAY 2019

W912BU-19-B-0006

OF PROJECT

LOCATION

VICINITY MAP

OF WORK

LOCATION

LOCATION MAP

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001 COVER SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-002 SURVEY & CONSTRUCTION BASELINE

C-101 GENERAL PLAN - CAPE MAY CITY

C-102 PLAN - STA. -5+00 TO STA. 15+66

C-103 PLAN - STA. 15+66 TO STA. 50+67

C-104 PLAN - STA. 50+67 TO STA. 97+12

C-105 BORROW AREA KE1 AND KE3

C-301 TYPICAL SECTIONS - BEACHFILL

C-302 CROSS SECTIONS - STA. 4+02 TO STA. 80+02

NTS NTS

AutoCAD SHX Text Pittsburgh

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VIRGINIA

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WEST

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LAKE

AutoCAD SHX Text Erie

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ERIE

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CANADA

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BAY

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DELAWARE

AutoCAD SHX Text A T L A N T I C O C E A N

AutoCAD SHX Text Roanoke

AutoCAD SHX Text Norfolk

AutoCAD SHX Text Washington

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VIRGINIA

AutoCAD SHX Text Richmond

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BAY

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CHESAPEAKE

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DELAWARE

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CONNECTICUT

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LONG ISLAND

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AutoCAD SHX Text Baltimore

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MARYLAND

AutoCAD SHX Text Harrisburg

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JERSEY

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NEW

AutoCAD SHX Text Atlantic City

AutoCAD SHX Text New York

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NEW YORK

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PENNSYLVANIA

AutoCAD SHX Text Buffalo

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LONG ISLAND SOUND

AutoCAD SHX Text Hartford

AutoCAD SHX Text Albany

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MASS.

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ISLAND

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RHODE

AutoCAD SHX Text Providence

AutoCAD SHX Text A T L A N T I C O C E A N

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NEW JERSEY

AutoCAD SHX Text Wildwood Crest

AutoCAD SHX Text Ocean City

AutoCAD SHX Text Strathmere

AutoCAD SHX Text Wildwood

AutoCAD SHX Text North Wildwood

AutoCAD SHX Text Stone Harbor

AutoCAD SHX Text Avalon

AutoCAD SHX Text Sea Isle City

AutoCAD SHX Text City

AutoCAD SHX Text Ventnor City

AutoCAD SHX Text Margate City

AutoCAD SHX Text Longport

AutoCAD SHX Text Marmora

AutoCAD SHX Text Petersburg

AutoCAD SHX Text Woodbine

AutoCAD SHX Text Tackahoe

AutoCAD SHX Text Port Elizabeth

AutoCAD SHX Text Eldora

AutoCAD SHX Text Delmont

AutoCAD SHX Text Thompson

AutoCAD SHX Text Reeds Beach

AutoCAD SHX Text Pierces Pt

AutoCAD SHX Text Villas

AutoCAD SHX Text Cape May

AutoCAD SHX Text Cold Spr

AutoCAD SHX Text Rio Grande

AutoCAD SHX Text Burleigh

AutoCAD SHX Text Swainton

AutoCAD SHX Text S. Dennis

AutoCAD SHX Text Dennisville

AutoCAD SHX Text Ocean View

AutoCAD SHX Text Atlantic

AutoCAD SHX Text Beach

AutoCAD SHX Text Delaware Bay

AutoCAD SHX Text Hereford Inlet

AutoCAD SHX Text Townsends Inlet

AutoCAD SHX Text

AutoCAD SHX Text Cape May Inlet

AutoCAD SHX Text

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

MEAN LOW WATER LINE

MEAN HIGH WATER LINE

TELECOMMUNICATION

SURVEY AND CONSTRUCTION

BASELINE ( )B

TIDAL REFERENCE

(PROJECT AREA AVERAGE FOR REFERENCE ONLY)

SCALE=NTS

EXISTING MLW LINE

NAVD 88

EXISTING MHW LINE

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

GENERAL INFORMATION

LINE TYPE LEGEND

EXISTING STRUCTURES

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 X

H: X

SCALE IN FEET/METERS

(SINGLE SCALE, SCALE BAR)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL SCALE BAR)

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FF FINISHED FLOOR PSF POUNDS PER SQUARE FOOT

ADDL ADDITIONAL FIN FINISH PSI POUNDS PER SQUARE INCH

AFF ABOVE FINISHED FLOOR FL FLOOR PVI POINT OF VERTICAL INFLECTION

BD BOARD FM FORCE MAIN RAD RADIUS

BIT BITUMINOUS FT

FOOT, FEET

REINF REINFORCEMENT

BL BASE LINE FTG FOOTING REM REMOVABLE

BLDG BUILDING G GROUND ROW RIGHT OF WAY

BM BEAM GOVT GOVERNMENT S SOUTH

BMP BEST MANAGEMENT PRACTICE GR GRADE SCH SCHEDULE

BOT BOTTOM HORIZ HORIZONTAL SECT SECTION

BVCE BEGINNING OF VERTICAL CURVE ELEVATION HS HIGH STRENGTH SPEC SPECIFICATION

BVCS BEGINNING OF VERTICAL CURVE STATION HT HEIGHT SPRT SUPPORT

C CENTERLINE HVY HEAVY SQ SQUARE

CMU CONCRETE MASONRY UNIT IN INCH SST STAINLESS STEEL

CO CLEAN OUT INSUL

INSULATION, INSULATED

STA STATION

COL COLUMN IINT INTERIOR STD STANDARD

CONC CONCRETE INV INVERT STRUCT STRUCTURAL

CONSTR CONSTRUCTION LL LIVE LOAD SUSP SUSPENDED

CONT CONTINUOUS LP LOW POINT SYS SYSTEM

CTRL CONTROL LT LIGHT TEMP TEMPORARY

CWL CONTRACTOR WORK LIMITS LVC LENGTH OF VERTICAL CURVE TD TRENCH DRAIN

DET DETAIL JCT JUNCTION TDO TRENCH DRAIN OUTLET PIPE

DGA DENSE GRADED AGGREGATE MATL MATERIAL TELE TELEPHONE

DIA DIAMETER MAX MAXIMUM TOPO TOPOGRAPHY

DIM DIMENSION MHW MEAN HIGH WATER TYP TYPICAL

DL DEAD LOAD MIN MINIMUM UD UNDERDRAIN

DWG DRAWING MISC MISCELLANEOUS UDO UNDERDRAIN OUTLET PIPE

E EAST MLW MEAN LOW WATER UE UNDERGROUND ELECTRIC

EA EACH

(N)

NEW UGND UNDERGROUND

ECM EROSION CONTROL MAT N NORTH UNO UNLESS NOTED OTHERWISE

EJ EXPANSION JOINT NLT NOT LESS THAN UOP UNDERDRAIN OUTLET PIPE

EL ELEVATION NTS NOT TO SCALE UXO UNEXPLODED ORDINANCE

ELEC ELECTRIC OC ORIGINAL CONSTRUCTION VB VINYL BASE

EOP EDGE OF PAVEMENT OD OUTSIDE DIAMETER VC VERTICAL CURVE

EOS EDGE OF SHOULDER OH OVERHEAD VCT VINYL COMPOSITION TILE

EQ EQUAL OPG OPENING VOL VOLUME

EQUIP EQUIPMENT OPP OPPOSITE VERT VERTICAL

EXH EXHAUST PC POINT OF CURVE VTR VENT THROUGH ROOF

EXIST\(E)

EXISTING PD PAVEMENT DRAIN W/ WITH

EXP

EXPANSION, EXPOSED

PI POINT OF INFLECTION W WEST

EXP JT EXPANSION JOINT PIV POST INDICATOR VALVE WL WATER LEVEL

EXT EXTERIOR POT POINT OF TANGENT WS WATER SURFACE

FIG FIGURE SINGLE PMP PROBABLE MAXIMUM PRECIPITATION W/O WITHOUT

FDTN FOUNDATION PNL PANEL

DIRECTION OF MAGNETIC

NORTH

NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

GENERAL NOTES:

1. THIS CONTRACT CONSISTS OF BEACH NOURISHMENT AT TWO LOCATIONS IN CAPE MAY CITY, NJ. AREA 1 IS LOCATED AT THE U.S.

COAST GUARD TRAINING CENTER AND AREA 2 IS LOCATED AT WILMINGTON AVENUE.

2. ELEVATIONS ARE IN FEET AND REFERENCED TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88).

3. HORIZONTAL CONTROL IS REFERENCED TO THE NEW JERSEY STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM

COORDINATE SYSTEM (NAD 1983).

4. THE BATHYMETRY DEPICTED IN BORROW AREA K, KE1, KE2 , AND KE3 (SEE SHEET C-105) REPRESENTS THE RESULTS OF SURVEYS

CONDUCTED BETWEEN 19 JUL 2018 AND 02 AUG 2018 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

5. ALL BEACHFILL MATERIAL SHALL BE OBTAINED FROM WITHIN THE DESIGNATED BORROW AREA LIMITS AS SHOWN ON SHEET C-105.

6. THE CONTRACTOR WORK LIMIT SHALL BE AS SHOWN ON SHEETS C-101 THROUGH C-104 AND SHALL PROVIDE A BUFFER FROM THE

APPROXIMATE EXISTING VEGETATION LINE AND EXISTING SAND FENCE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING

VEGETATION LINE AND EXISTING SAND FENCE. THE CONTRACTOR SHALL ENSURE THAT THE EXISTING SAND DUNES OUTSIDE THE

CONTRACTOR WORK LIMIT ARE NOT DISTURBED DURING THE ENTIRE CONTRACT PERIOD.

7. LANDWARD EDGE OF BERM IS A RESULT OF SURVEYS CONDUCTED BETWEEN 04 SEP 2018 AND 08 SEP 2018. POSITION MAY VARY UP

TO THE CONTRACTOR WORK LIMITS AT THE TIME OF CONSTRUCTION.

8. THE EXISTING MHW AND MLW LINES SHOWN ARE APPROXIMATED FROM SURVEYS CONDUCTED BETWEEN 04 SEP 2018 AND 08 SEP 2018.

MHW AND MLW ELEVATIONS ARE BASED OFF NOAA TIDE STATION 8557380.

CONTRACTOR ACCESS

SURVEY & CONSTRCUTION BASELINE

EXISTING OUTFALL PIPE

OFFSET

STATION

EXISTING STONE GROIN

40+00

VIBRACORE BORING DESIGNATION

FILL SLOPE AND BERM LINE

EXISTING TIMBER GROIN

EXISTING VEGETATION

CONTRACTOR STAGING AREA

HORIZONTAL AND VERTICAL CONTROL

MARKER

STATION OFFSET

WATER

CONTRACTOR WORK LIMIT

CONTOUR LINE

STRAIGHT SAND FENCE

BEACHFILL PLAN SYMBOLS LEGEND

EXISTING CATCH BASIN

GRAB SAMPLE

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196+16

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CAPE MAY CITY, NEW JERSEY

U.S. COAST GUARD

TRAINING CENTER

SURVEY BASELINE PI POINTS

PNT PI STATION NORTHING EASTING ELEV DISTANCE DIRECTION DESCRIPTION

5 0+03.2 41358.70 385878.10 N/A NOT FOUND-SET OFFSET

169.34 S 60-26-10 W

10 1+72.54 41275.15 385730.81 N/A NOT FOUND-SET OFFSET

451.95 S 60-26-20 W

20 6+24.49 41052.18 385337.69 N/A NOT FOUND-SET OFFSET

378.85 S 60-26-29 W

30 10+03.33 40865.29 385008.15 7.23 COE DISK "A"

1000.30 S 75-11-07 W

45 20+03.64 40609.52 384041.10 9.66 COE DISK "B"

1000.35 S 73-11-07 W

55 30+03.99 40320.14 383083.52 - COE DISK "C"

1000.30 S 73-11-23 W

65 40+04.28 40030.85 382125.97 10.43 DRILL HOLE

1347.08 S 73-17-21 W

80 53+51.36 39643.51 380835.78 6.86 R.R. SPIKE

788.85 S 16-44-15 E

85 61+40.21 38888.08 381062.96 7.75 IRON PIPE

652.95 S 55-43-00 W

95 67+93.16 38520.28 380523.45 - HUB AND TACK

800.29 S 54-44-05 W

105 75+93.46 38058.22 379870.02 6.50 P.K. NAIL

236.86 S 22-37-03 E

110 78+30.31 37839.58 379961.11 8.75 X-CUT

1251.72 S 72-36-42 W

125 90+82.04 37465.51 378766.59 9.19 DRILL HOLE

1404.05 S 67-15-00 W

135 104+86.09 36922.55 377471.77 9.94 DRILL HOLE

2325.75 S 67-12-13 W

160 128+11.34 36021.42 375327.69 9.28 P.K. NAIL

1000.50 S 78-43-38 W

175 138+12.34 35825.84 374346.49 8.82 P.K. NAIL

697.26 S 78-10-31 W

190 145+09.60 35682.96 373664.03 10.63 P.K. NAIL

302.88 S 80-19-31 W

195 148+12.47 35632.06 373365.46 10.85 P.K. NAIL

1541.19 S 87-10-19 W

210 163+53.66 35556.02 371826.15 10.53 P.K. NAIL

3262.77 S 87-59-28 W

250 196+16.43 35441.64 368565.39 10.76 P.K. NAIL

PROFILE ORIGIN POINTS

LINE # NORTHING EASTING

1 41162.08 385531.45

*2 40964.69 385183.42

3 40814.41 384815.79

4 40609.87 384042.43

5 40320.50 383084.71

6 40031.39 382127.74

7 39859.07 381553.78

8 39744.06 381170.69

9 38740.69 380846.76

10 38284.25 380189.66

11 37788.22 379797.10

12 37608.92 379224.55

13 37071.02 377825.82

14 36606.30 376719.31

15 36335.11 376074.05

16 36180.14 375705.33

*17 36025.14 375336.53

18 35945.20 374945.31

19 35827.91 374356.90

20 35746.02 373965.24

*21 35684.55 373671.63

22 35602.98 372776.71

23 35588.20 372477.54

24 35547.32 371578.13

*25 35533.30 371178.43

26 35519.28 370778.84

27 35498.24 370179.07

28 35477.21 369579.44

29 35463.19 369179.69

30 35449.17 368779.96

* INDICATES NO PROFILE DATA EXISTS - SURVEY AT

STATION LOCATION NOT REQUIRED

PRE AND POST PLACEMENT

CONDITION SURVEY LINES

SCALE: AS SHOWN

SURVEY & CONSTRUCTION BASELINE

NOTES:

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

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

AMERICAN DATUM OF 1983 (NAD 83) NEW JERSEY STATE PLANE SYSTEM.

3. ALL PROFILE AZIMUTHS ARE FROM NORTH.

4. FOR SURVEY BASELINE CONTROL POINTS, SEE CONTRACT SPECIFICATIONS SECTION 00800 FOR DA 1959

FORMS, "DESCRIPTION OR RECOVERY OF HORIZONTAL STATION".

5. ALL SURVEY PROFILE LINES SHOWN ON THIS SHEET (#1-#30) 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. BEFORE AND AFTER BEACHFIILL

CROSS SECTION ORIGIN POINTS ARE ALSO LISTED ON THIS SHEET. SEE SPECIFICATIONS FOR PROFILE

AND CROSS SECTION SURVEYING REQUIREMENTS.

1000 500 0 1000 2000

SCALE IN FEET

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PHILADELPHIA

SURVEY INFORMATION

AREA 1

BEFORE AND AFTER BEACHFILL CROSS SECTIONS

STATION PROFILE ORIGIN POINTS AZIMUTH

-000+40 N41378.44 E385912.89 148.07°

000+00 N41358.70 E385878.10 150.44°

001+00 N41309.36 E385791.12 150.44°

002+00 N41260.03 E385704.13 150.44°

003+00 N41210.72 E385617.13 150.44°

004+00 N41161.42 E385530.13 150.44°

005+00 N41112.11 E385443.14 150.44°

006+00 N41062.80 E385356.14 150.44°

007+00 N41013.45 E385269.16 150.44°

007+50 N40988.77 E385225.68 154.12°

008+00 N40964.09 E385182.20 157.81°

008+50 N40939.40 E385138.71 161.50°

009+00 N40914.72 E385095.23 165.18°

010+00 N40865.36 E385008.27 165.18°

011+00 N40839.75 E384911.60 165.18°

012+00 N40814.19 E384814.93 165.18°

013+00 N40788.62 E384718.25 165.18°

014+00 N40763.05 E384621.58 165.18°

015+00 N40737.48 E384524.90 165.18°

016+00 N40711.91 E384428.22 165.18°

017+00 N40686.34 E384331.55 165.18°

018+00 N40660.77 E384234.87 165.18°

019+00 N40635.20 E384138.20 165.18°

020+00 N40609.63 E384041.52 165.18°

SURVEY INFORMATION

AREA 2

BEFORE AND AFTER BEACHFILL CROSS SECTIONS

STATION PROFILE ORIGIN POINTS AZIMUTH

067+00 N38570.96 E380597.78 163.00°

068+00 N38514.49 E380515.26 163.00°

069+00 N38456.75 E380433.61 163.00°

070+00 N38399.01 E380351.96 163.00°

071+00 N38341.28 E380270.31 163.00°

072+00 N38283.54 E380188.66 163.00°

073+00 N38225.8 E380107.01 163.00°

074+00 N38168.07 E380025.36 163.00°

075+00 N38110.33 E379943.71 163.00°

077+00 N37956.92 E379912.22 162.61°

079+00 N37817.8 E379891.55 162.61°

080+00 N37787.91 E379796.12 162.61°

081+00 N37758.03 E379700.69 162.61°

082+00 N37728.14 E379605.26 162.61°

083+00 N37698.26 E379509.83 162.61°

084+00 N37668.38 E379414.4 162.61°

085+00 N37638.49 E379318.97 162.61°

AutoCAD SHX Text

NORTH

PLAN

MHW

M H

MHW MHW

M H

MHW

M H

W M H

M H

MHW

H W

MHW

CAPE MAY CITY, NEW JERSEY

ATLANTIC OCEAN

SEE SHEET C-104

BORROW AREA K

NOT AVAILABLE

(SEE SHEET C-105)

N 21639

E 394695

N 23870

E 391563

20+00

30+00

40+00

50+00

80+00

90+00

140+00

U.S. COAST GUARD TRAINING CENTER

CONTRACTOR ACCESS

AND STAGING AREA

LOCATION OF

REQUIRED WORK

SURVEY AND

CONSTRUCTION

BASELINE

CONTRACTOR

WORK LIMIT

FILL AREA 2

FILL AREA 1

S T

SEE SHEET C-103

SEE SHEET C-102

CONTRACTOR

WORK LIMIT

CONTRACTOR ACCESS

N 28354

E 401550

N 28657

E 401027

N 26898

E 397098

N 26604

E 397430

BORROW AREA KE1

(SEE SHEET C-105)

BORROW AREA KE3

(SEE SHEET C-105)

BORROW AREA KE2

NOT AVAILABLE

(SEE SHEET C-105)

N 25883

E 398244

N 25113

E 399113

N 26050

E 394138

N 28939

E 399275

N 28604

E 401353

N 27613

E 402134

SCALE: AS SHOWN

GENERAL PLAN - CAPE MAY CITY

800 400 0 800 1600

SCALE IN FEET

NOTES:

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

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

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEETS C-302 FOR CROSS SECTIONS.

5. MHW LINE DEPICTED FROM SURVEYS CONDUCTED BETWEEN 04 SEP 2018 AND 08 SEP 2018.

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ATLANTIC OCEAN

SURVEY AND CONSTR.

TOE OF SLOPE (TYP)

EXISTING ABANDONED

30" Ø DUCTILE IRON PIPE

STA. 12+02

968.1' LT

STA. 4+02

1221.1' LT

LANDWARD EDGE

OF BERM (TYP)

EXISTING CONCRETE

BUNKER

EXISTING 27" Ø

STORM DRAIN

EXISTING STONE AND

TIMBER GROIN

EXISTING STONE AND

TIMBER GROIN

SEAWARD EDGE

OF BERM (TYP)

GRADE FILL MATERIAL

INTO WEST EDGE OF JETTY

EXISTING TIMBER GROIN

11+00

12+00

13+00

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BP: -5+00.00

N: 41606.98

E: 386315.79

PI: 1+72.54

N: 41275.15

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PI: 6+24.49

N: 41052.18

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PI: 10+03.33

N: 40865.29

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STA. -0+44

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BEGIN FILL AREA 1

CONTRACTOR

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STA. -0+43

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N 40626

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BP: -5+00.00

N: 41606.98

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PI: 1+72.54

N: 41275.15

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PI: 6+24.49

N: 41052.18

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PI: 10+03.33

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N: 41358.70

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SCALE: AS SHOWN

PLAN - STA. -5+00 TO STA. 15+66

100 50 0 100 200

SCALE IN FEET

NOTES:

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

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

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEETS C-302 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE DESIGN (SEAWARD EDGE OF BERM) MAY CHANGE FOLLOWING RECEIPT

AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE BASE BID STATIONS OF PLACEMENT AREAS WILL

NOT CHANGE BASED ON PRE-CONSTRUCTION SURVEYS.

6. MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED BETWEEN 04 SEP 2018 TO 08 SEP 2018.

7. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE.

8. THE CONTRACTOR SHALL COVER ALL DEBRIS LOCATED WITHIN THE LIMIT OF FILL AREA 1 (STA. -00+44 TO STA. 20+02).

9. EXISTING DEBRIS LOCATIONS HAVE BEEN APPROXIMATED AND ADDITIONAL DEBRIS MAY BE EXPOSED BY EROSION

BEFORE CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING DEBRIS.

10. ALL EXISTING FEATURES SHALL REMAIN.

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EXISTING TIMBER GROIN

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OF BERM (TYP)

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(LOCATED AS DIRECTED BY

UNITED STATES COAST GUARD)

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END FILL AREA 1

CONTRACTOR ACCESS

TO AREA 1 (SEE NOTE 10)

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N 40189

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N: 40320.14

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N: 40030.85

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SCALE: AS SHOWN

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NOTES:

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

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

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEETS C-302 FOR CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE DESIGN (SEAWARD EDGE OF BERM) MAY CHANGE FOLLOWING RECEIPT

AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE BASE BID STATIONS OF PLACEMENT AREAS WILL NOT

CHANGE BASED ON PRE-CONSTRUCTION SURVEYS.

6. MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED BETWEEN 04 SEP 2018 TO 08 SEP 2018.

7. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE.

8. THE CONTRACTOR SHALL BACKFILL ALL DEBRIS LOCATED WITHIN THE LIMIT OF FILL AREA 1 (STA. -00+44 TO STA. 20+02).

9. CONTRACTOR CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE FROM THE CONTRACTOR ACCESS TO AREA 1. THE

CONTRACTOR SHALL TRANSPORT EQUIPMENT AS NECESSARY ALONG THE BEACH BETWEEN AREA 1 AND 2 WITHIN THE

CONTRACTOR WORK LIMIT.

10. EXISTING DEBRIS LOCATIONS HAVE BEEN APPROXIMATED AND ADDITIONAL DEBRIS MAY BE EXPOSED BY EROSION

BEFORE CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING DEBRIS.

11. ALL EXISTING FEATURES SHALL REMAIN.

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SURVEY AND CONSTR.

TOE OF SLOPE (TYP)

LANDWARD EDGE

OF BERM (TYP)

STA. 68+24

366.0' LT

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STA. 73+24

368.5' LT

STA. 80+02

151.0' LT

STA. 85+03

228.7' LT

END FILL AREA 2

EXISTING 36"Ø

DUCTILE IRON PIPE

INV. EL. = -2.78

EXISTING STONE

GROIN

EXISTING 48"Ø

DUCTILE IRON PIPE

INV. EL. = -2.76

EXISTING STONE SEAWALL

SEAWARD EDGE

OF BERM (TYP)

CONTRACTOR ACCESS

TO AREA 2 (SEE NOTE 9)

51+00

52+00

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79+00

80+00

81+00

82+00

83+00

84+00

85+00

86+00

87+00

88+00

89+00

90+00

PI: 53+51.36

N: 39643.51

E: 380835.78

PI: 61+40.21

N: 38888.08

E: 381062.96

PI: 67+93.16

N: 38520.28

E: 380523.45

PI: 75+93.46

N: 38058.22

E: 379870.02

PI: 78+30.31

N: 37839.58

E: 379961.11

PI: 90+82.04

N: 37465.51

E: 378766.59

X X

XXX

EXISTING TIMBER BUILKHEAD

CONTRACTOR

WORK LIMIT

N 38710

E 381317

N 38390

E 380778

N 38280

E 380521

N 38275

E 380510

N 38727

E 380386

N 38730

E 380397

N 38113

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N 37885

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E 379981

N 37668

E 379628

N 37516

E 379331

N 37043

E 379463

PEDESTRIAN

ACCESS RAMP

PI: 53+51.36

N: 39643.51

E: 380835.78

PI: 61+40.21

N: 38888.08

E: 381062.96

PI: 67+93.16

N: 38520.28

E: 380523.45

PI: 75+93.46

N: 38058.22

E: 379870.02

PI: 78+30.31

N: 37839.58

E: 379961.11

PI: 90+82.04

N: 37465.51

E: 378766.59

SCALE: AS SHOWN

PLAN - STA. 50+67 TO STA. 97+12

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SCALE IN FEET

NOTES:

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

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

3. SEE SHEET C-301 FOR TYPICAL BEACHFILL SECTIONS.

4. SEE SHEET C-302 CROSS SECTIONS.

5. THE BEACHFILL CONSTRUCTION TEMPLATE DESIGN (SEAWARD EDGE OF BERM) MAY CHANGE FOLLOWING RECEIPT

AND ACCEPTANCE OF THE PRE-CONSTRUCTION SURVEYS. THE BASE BID STATIONS OF PLACEMENT AREAS WILL

NOT CHANGE BASED ON PRE-CONSTRUCTION SURVEYS.

6. MHW AND MLW LINES ARE APPROXIMATED FROM SURVEYS CONDUCTED BETWEEN 04 SEP 2018 AND 08 SEP 2018.

7. ALL STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY AND CONSTRUCTION BASELINE.

8. THE CONTRACTOR ACCESS TO AREA 2 SHALL BE LIMITED TO PEDESTRIAN AND CONTRACTOR VEHICLE ACCESS.

ALL CONSTRUCTION EQUIPMENT SHALL ACCESS THE SITE FROM THE CONSTRUCTION ACCESS TO AREA 1.

9. ALL EXISTING FEATURES SHALL REMAIN.

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PARKING

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GUARD HOUSE

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NOTES:

1. THE BATHYMETRY DEPICTED IN BORROW AREA K, KE1, KE2, AND KE3 REPRESENTS THE RESULTS OF SURVEYS

CONDUCTED BETWEEN 19 JUL 2018 AND 02 AUG 2018 AND CAN ONLY BE CONSIDERED AS INDICATING THE

GENERAL CONDITIONS EXISTING AT THAT TIME.

2. HORIZONTAL REFERENCE - NAD 83, 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. THE POSITIONS OF THE AIDS TO NAVIGATION ARE PROVIDED FOR INFORMATION ONLY, AND SHOULD NOT BE

USED FOR NAVIGATION

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

SPECIFICATIONS.

6. DETAILED DESCRIPTIONS OF THE SUBMERGED DEBRIS ARE PROVIDED ON PAGE 42 AND 43 OF THE "PHASE I

UNDERWATER ARCHAEOLOGICAL INVESTIGATION OF FOUR BORROW AREAS FOR THE CAPE MAY CITY AND

LOWER CAPE MAY MEADOWS PROJECTS ATLANTIC OCEAN CAPE MAY COUNTY, NEW JERSEY" BY: DOLAN

RESEARCH, INC., DATED: JANUARY 2008. AREA K IS REFERRED TO AS SURVEY ZONE 4 IN THE REPORT. REFER

TO THE CONTRACT SPECIFICATIONS FOR A COMPLETE COPY OF THE REPORT.

7. GRAB SAMPLES WERE COLLECTED ON 10 AND 11 JULY 2018. SIEVE CURVES FOR THE GRAB SAMPLES SHOWN

ON THIS PLAN CAN BE FOUND IN THE SPECIFICATIONS.

8. THE CONTRACTOR SHALL ONLY REMOVE MATERIAL FROM BORROW AREAS KE1 AND KE3. DREDGING IN

BORROW AREA K AND KE2 IS NOT PERMITTED. THE STRUCTURAL INTEGRITY OF THE SHOAL IN KE2 SHALL BE

MAINTAINED SO THAT POST-DREDGING CONDITIONS RESEMBLE PRE-DREDGING CONDITIONS (SEE

SPECIFICATIONS FOR RESTRICTIONS ON BORROW AREAS KE1 AND KE3).

9. THE CONTRACTOR SHALL COMPLETE BEFORE AND AFTER DREDGING SURVEYS FOR BORROW AREAS K , KE1, KE2, AND KE3 IN ACCORDANCE WITH SPECIFICATION SECTION 01 73 23.

BORROW AREA

MAXIMUM DEPTH OF DREDGING ACTIVITIES

KE1

DEPTH IN FEET, NAVD88

40.0

SUBMERGED DEBRIS

(SEE NOTE 6)

N 21639

E 394695

N 25113

E 399113

N 23870

E 391563

N 26898

E 397098

4 - 7

4 - 2

4 - 1

PLAN NORTH

CM1

CM2

CM3

CM7

CM6

CM5

CM4

CM8

CM9

CM10

CM13

CM14

CM12

CM11

CM15

CM16

CM20

CM19

CM18

CM17

CM21

CM22

CM23

CM27

CM26

CM25

CM28

CM29

CM30

CM24

GRAB SAMPLE LOCATION (TYP)

(SEE NOTE 7)

VIBRACORE BORING

LOCATION (TYP)

(SEE NOTE 5)

N 26050

E 394138

N 25493

E 394529

N 28939

E 399275

N 28604

E 401353

N 27613

E 402134

BORROW AREA KE3

(MAXIMUM DREDGING

DEPTH OF 40' NAVD88)

BORROW AREA KE1

(MAXIMUM DREDGING

DEPTH OF 40' NAVD88)

N 26604

E 397430

N 25883

E 398244

N 28657

E 401027

N 28354

E 401550

KE3 40.0

BORROW AREA K

NOT AVAILABLE

(SEE NOTE 8)

BORROW AREA KE2

NOT AVAILABLE

(SEE NOTE 8)

SCALE: AS SHOWN

BORROW AREA KE1 AND KE3

400 200 0 400 800

SCALE IN FEET

2 3

4 5

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AutoCAD SHX Text

NJV-996

AutoCAD SHX Text

MHW MHW MHW

MLW MLW

ELEV +1.6

ELEV -2.47

-5-5

-10-10

-15-15

-20-20

-30-30

10009008007006005004003002001000-100

DISTANCE FROM BASELINE (FEET)

E L E

V A

T I O

A V

EXISTING BEACH

CROSS SECTION

(VARIES)

TOE OF SLOPE VARIES

(SEE NOTE 6)

BEACHFILL CONSTRUCTION TEMPLATE

SURVEY & CONSTR.

VARIES

-25-25

VARIES

LANDWARD EDGE OF BERM

EXISTING

VEGETATION

LINE

CONTRACTOR

WORK LIMIT

ELEV +6.72

MLW MLW

MHW MHW

ELEV +1.6

ELEV -2.47

-5-5

-10-10

-15-15

-20-20

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10009008007006005004003002001000-100

DISTANCE FROM BASELINE (FEET)

E L E

V A

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A V

EXISTING BEACH

CROSS SECTION

(VARIES)

TOE OF SLOPE VARIES

(SEE NOTE 6)

BEACHFILL CONSTRUCTION TEMPLATE

VARIES

-25-25

VARIES

LANDWARD EDGE OF BERM

EXISTING

VEGETATION

LINE

EXISTING

SAND FENCE

CONTRACTOR

WORK LIMIT

SURVEY & CONSTR.

ELEV +6.72

NTS

TYPICAL SECTION - BEACHFILL AREA 1

NTS

TYPICAL SECTION - BEACHFILL AREA 2

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

NOTES:

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

2. THE CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY AND CONSTRUCTION BASELINE.

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

4. THE BEACHFILL SLOPE BELOW 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.

5. THE CONTRACTOR WORK LIMIT SHALL BE AS SHOWN ON SHEETS C-101 THROUGH C-104 AND SHALL PROVIDE A BUFFER FROM THE APPROXIMATE EXISTING

VEGETATION LINE AND EXISTING SAND FENCE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING VEGETATION LINE AND EXISTING SAND FENCE. THE

CONTRACTOR SHALL ENSURE THAT THE EXISTING SAND DUNES OUTSIDE THE CONTRACTOR WORK LIMIT ARE NOT DISTURBED DURING THE ENTIRE

CONTRACT PERIOD.

6. THE TOE OF SLOPE VARIES (SEE PLAN SHEETS C-102 THROUGH C-104 AND CROSS SECTIONS SHEETS C-302 FOR TIE-IN LOCATIONS).

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

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-5-5

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11001000900800700600500400300200

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-15-15

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11001000900800700600500400

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120011001000900800700600

STA. 4+02 (LINE 1)

STA. 12+02 (LINE 3)

STA. 20+02 (LINE4)

DISTANCE FROM BASELINE (FEET)

E L

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DISTANCE FROM BASELINE (FEET)

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DISTANCE FROM BASELINE (FEET)

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EXISTING BEACH

CROSS SECTION (TYP)

BEACHFILL

CONSTRUCTION

TEMPLATE (TYP)

MLW 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 EL +1.60 (TYP)

MLW EL -2.47 (TYP)

NOTES:

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

2. SEE SHEET C-301 FOR TYPICAL SECTIONS.

3. ALL CROSS SECTIONS ARE TAKEN 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.

14001300 1500 17001600 1800

14001300 1500 1600

14001300

-5-5

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1200110010009008007006005004003002001000

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1200110010009008007006005004003002001000

STA. 72+02 (LINE 10)

STA. 80+02 (LINE 11)

DISTANCE FROM BASELINE (FEET)

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MLW MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW MHW

STA. -0+44 BEGIN FILL AREA 1

STA. 20+02 END FILL AREA 1

STA. 68+24 BEGIN FILL AREA 2

STA. 85+03 END FILL AREA 2

SCALE IN FEET

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H: 100 50 0 100 200

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Sheets and Views

G-001 COVER SHEET

C-001 GENERAL INFORMATION SHEET

C-002 SURVEY & CONSTRUCTION BASELINE

CapeMayInlet_SurveyBaseline_FY16

TABLE - PI POINTS

TABLE - PROFILE ORIGIN POINTS

C-101 GENERAL PLAN - CAPE MAY CITY

GENERAL PLAN - CAPE MAY

C-102 PLAN - STA. -5+00 TO STA. 15+66

PLAN - STA. -5+00 TO STA. 15+66

C-103 PLAN - STA. 15+66 TO STA. 50+67

PLAN - STA. 15+66 TO STA. 50+67

C-104 PLAN - STA. 50+67 TO STA. 97+12

PLAN - STA. 50+67 TO STA. 97+12

C-105 BORROW AREA KE1 AND KE3

BORROW AREA - CAPE MAY

C-301 TYPICAL SECTIONS - BEACHFILL

TYPICAL SECTION - BEACHFILL

TYPICAL SECTION - BEACHFILL 15 to 1

C-302 CROSS SECTIONS - STA. 4+02 TO STA. 80+02

CROSS SECTIONS - STA. 4+00 TO STA. 86+00

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