W912BU24B0005 - Dwgs.pdf

PDF 11 MB Posted Jul 2, 2024

Attached to: W912BU24B0005 - Lower Cape May Meadows Federal contract opportunity
Solicitation number: W912BU24B0005
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Written by GovTribe AI · Jul 2, 2024

This document is a solicitation (Solicitation Number W912BU24B0005) for a firm fixed-price contract to conduct surveying, excavation, and placement of approximately 88,000 cubic yards of sand as part of the Lower Cape May Meadows beach restoration project in Cape May, New Jersey. The contract may also include an option for an additional 45,000 cubic yards of sand. The project requires specialized experience in the beneficial use placement of dredged sediments in sensitive marsh environments on State Wildlife Management Area land. The contract period of performance is 150 calendar days, and the estimated cost range is $1,000,000 to $5,000,000 for the base contract work. The solicitation will be issued on May 1, 2024, with a bid opening date at least 30 days later. Bonding requirements, Davis-Bacon wage rates, and affirmative action obligations will apply. The contract will be awarded as a whole to a single bidder.

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Other files attached to W912BU24B0005 - Lower Cape May Meadows, newest first.
File	Type	Posted
Bid Abstract-W912BU24B0005-Cape May - final 1.pdf	PDF	Sep 24, 2024
24B0005 Amendment 0003-7-25-24.pdf	PDF	Jul 25, 2024
Amnd U0002 24B0005.pdf	PDF	Jul 23, 2024
Amend U0001 24B0005-7-22-24.pdf	PDF	Jul 23, 2024
W912BU24B0005 - Specs.pdf	PDF	Jul 2, 2024
Solicitation LCMM W912BU24B0005.pdf	PDF	Jul 2, 2024

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®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

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2B U2

PHILADELPHIA

LOWER CAPE MAY MEADOWS - CAPE MAY POINT

SAND BACKPASS BEACH NOURISHMENT

CAPE MAY COUNTY, NEW JERSEY

CITY OF CAPE MAY, LOWER TOWNSHIP, BOROUGH OF CAPE MAY POINT

JUNE 2024

W912BU24B0005

OF PROJECT

LOCATION

VICINITY MAP

OF WORK

LOCATION

LOCATION MAP

NTS NTS

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.

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®US Army Corps of Engineers

DISTRICT

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SHEET NUMBER

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G-002

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DRAWING INDEX

SHEET NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-002 SURVEY & CONSTRUCTION BASELINE

C-101 GENERAL PLAN - LCMM TO CMP

C-102 PLAN - STA. 00+00 TO STA. 28+52

C-103 PLAN - STA. 28+52 TO STA. 60+00

C-104 PLAN - STA. 60+00 TO STA. 94+90

C-105 PLAN - STA. 94+90 TO STA. 116+31

C-301 TYPICAL SECTIONS

C-302 TYPICAL SECTIONS

C-303 TYPICAL SECTIONS

C-304 CROSS SECTIONS - STA. 1+00 TO STA. 45+00

C-305 CROSS SECTIONS - STA. 55+00 TO STA. 86+32

C-306 CROSS SECTIONS - STA. 100+09 TO STA. 102+77

C-501 DETAILS - OUTFALL

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

VIEW TITLE SYMBOL SECTION CUT SYMBOL

VIEW IDENTIFICATION NUMBER

VIEW NAME

DIRECTION OF VIEW

CALLOUT SYMBOL

CALLOUT AREA VIEW

MATCHLINE SYMBOL

CALLOUT IDENTIFICATION

NUMBER

DETAIL SHEET

REF NUMBER

DRAWING SHEET

MATCHING REFERNECE

NUMBER

DRAWING SHEET SYMBOLS

GRAPHIC BAR SCALE SYMBOLS

SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X XH: X

SCALE IN FEET/METERS

(TYPICAL BAR SCALE)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL BAR SCALE)

PRIMARY

SCALE

EXTENSION

SCALE

X X X XX

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 LCMM LOWER CAPE MAY MEADOWS

CMP CAPE MAY POINT

MEAN LOW WATER LINE

MEAN HIGH WATER LINE

TIDAL REFERENCE

(PROJECT AREA AVERAGE FOR REFERENCE ONLY)

SCALE = NTS

MLW

NAVD 88

-2 .47

+1 .60

MHW

LINE TYPE LEGENDBEACHFILL PLAN SYMBOLS LEGEND GENERAL NOTES:

1. ELEVATIONS ARE IN FEET AND TENTHS OF A FOOT AND REFERENCED TO NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.

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

SYSTEM (NAD 1983).

3. THE CONTRACTOR'S LANDWARD WORK LIMIT EXTENDS TO THE LANDWARD TOE OF THE EXISTING DUNE UNLESS OTHERWISE SHOWN (I.E.

CONTRACTOR STAGING AREA AND CONSTRUCTION ACCESS AREA). THE EXISTING DUNE AND CROSSOVER FEATURES SHOWN ARE APPROXIMATE AND ARE BASED OFF INITIAL CONSTRUCTION DRAWINGS. THE LOCATION OF THE SEAWARD TOE OF EXISTING DUNE AT THE TIME OF CONSTRUCTION IS SUBJECT TO CHANGE DUE TO DYNAMIC SITE CONDITIONS. ENSURE THAT THE EXISTING DUNES WHICH INCLUDE THE VEGETATED FOREDUNE ARE NOT DISTURBED DURING THE ENTIRE CONTRACT PERIOD. THE LATERAL EXTENT OF THE CONTRACTOR'S WORK LIMIT IS DEFINED BY THE EXISTING GROINS LOCATED AT APPROXIMATELY STA. -3+00 AND STA. 104+00. STAKE AND FLAG EVERY 50 FEET OF THE

SEAWARD TOE OF EXISTING DUNE.

4. OBTAIN ALL BEACHFILL MATERIAL FROM THE DESIGNATED BERM BORROW AREA AS SHOWN ON SHEETS C-102 THROUGH C-104.

5. LOCATION AND TEMPLATE OF BEACHFILL AND BERM BORROW AREA IS A RESULT OF SURVEYS CONDUCTED IN OCTOBER 2023 AND MAY BE

REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT CONDITION SURVEYS.

6. THE EXISTING MHW AND MLW LINES SHOWN ARE APPROXIMATED FROM SURVEYS CONDUCTED IN OCTOBER 2023 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF CONDITIONS AT THAT TIME. MHW AND MLW ELEVATIONS ARE BASED OFF NOAA TIDE STATION 8557380.

7. AERIALS SHOWN ARE THE RESULT OF SATELLITE IMAGERY FROM MARCH 2023 AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF

CONDITIONS AT THAT TIME (SOURCE: ©DIGITAL GLOBE NEXTVIEW LICENSE).

8. PROTECT EXISTING OUTFALL PIPES, GROINS, AND TIMBER BULKHEADS DURING CONSTRUCTION. REPAIR DAMAGES TO THESE

FEATURES AT NO ADDITIONAL COST TO THE GOVERNMENT.

9. PROPERTY LINES ARE IN REFERENCE FROM A FILE PROVIDED BY THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION ON 02 MAY

2024, TITLED TNC_CAPE MAY.DWG.

CONTRACTOR ACCESS

SURVEY & CONTRUCTION BASELINE

EXISTING OUTFALL PIPE

OFFSET

STATION

EXISTING GROIN

40+00

FILL SLOPE AND BERM LINE

CONTRACTOR STAGING AREA

HORIZONTAL AND VERTICAL CONTROL

MARKER

STATION OFFSET

EXISTING PEDESTRIAN CROSSOVER

EXISTING HANDICAP ACCESSIBLE

DUNE CROSSOVER

PROPERTY BOUNDARY LINES

SAND ISLAND TEMPLATE

EXCAVATION TEMPLATE

2 3

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®US Army Corps of Engineers

DISTRICT

N N

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SHEET NUMBER

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C-001

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A D

ATLANTIC OCEAN

0+00

5+00

10+00

15+00

20+00

25+00

30+00 35+0040+0045+0050+00

55+00 60+00

65+00

70+00

75+00 80+0085

90+00

95+00

100+00

105+00

110+00

115+00

120+00

BP: 0+00.00

N: 35441.63 E: 368565.40

PI: 7+32.62

N: 36107.53 E: 368259.90

PI: 32+47.60

N: 36688.29

E: 365812.90

PI: 45+82.75

N: 36784.98

E: 364481.25PI: 55+65.87

N: 36688.89

E: 363502.84PI: 71+48.53

N: 36339.76 E: 361959.17

PI: 79+73.78

N: 36122.88 E: 361162.92

PI: 83+66.19

N: 36335.64 E: 360833.20

PI: 86+10.48

N: 36132.23

E: 360697.91

PI: 100+30.93

N: 36902.30

E: 359504.32

PI: 103+44.11

N: 37213.82 E: 359472.13

PI: 111+04.58

N: 37625.99

E: 358833.04 PI: 113+71.02

N: 37828.20 E: 359006.55

PI: 120+13.82

N: 38355.83

E: 358639.39

PI: 125+21.69

N: 38860.97 E: 358586.92

PI: 127+84.01

N: 38842.90

E: 358325.22

EP: 134+78.88

N: 39529.46

E: 358218.05

N 40000

N 37500

N 35000

N 40000

N 37500

N 35000

1CM

3CM

4CM

5CM

2CM

3CM

5CM

6CM

7CM

8CM

CMP3

1CMP32

CMP34

CMP33

CMP35CMP36

CMP37

CMP38

CMP39

-5+00 -5+00

0+00

5+00

10+00

15+00

20+00

25+00

30+00 35+0040+0045+0050+00

55+00 60+00

65+00

70+00

75+00 80+0085

90+00

95+00

100+00

105+00

110+00

115+00

120+00

82+00 B.L.E.

-5+00 B.L.E.

1 SURVEY & CONSTRUCTION BASELINE1 SURVEY & CONSTRUCTION BASELINE

BEFORE AND AFTER SAND EXCAVATION SURVEYS

OF THE BORROW AREA ORIGIN POINTS

STATION PROFILE ORIGIN POINTS AZIMUTH

15+00 N36284.73 E367513.27 193.351° 15+50 N36296.28 E367464.63 193.351° 16+00 N36307.82 E367415.98 193.351° 16+50 N36319.37 E367367.33 193.351° 17+00 N36330.91 E367318.68 193.351° 17+50 N36342.46 E367270.03 193.351° 18+00 N36354.01 E367221.38 193.351° 18+50 N36365.55 E367172.73 193.351° 19+00 N36377.10 E367124.09 193.351° 19+50 N36388.65 E367075.44 193.351° 20+00 N36400.19 E367026.79 193.351° 20+50 N36411.74 E366978.14 193.351° 21+00 N36423.28 E366929.49 193.351° 21+50 N36434.83 E366880.84 193.351° 22+00 N36446.38 E366832.19 193.351° 22+50 N36457.92 E366783.54 193.351° 23+00 N36469.47 E366734.90 193.351° 23+50 N36481.01 E366686.25 193.351° 24+00 N36492.56 E366637.60 193.351° 24+35 N36500.64 E366603.54 193.351° 24+70 N36508.89 E366568.81 193.351° 25+10 N36517.96 E366530.57 193.351° 25+50 N36527.20 E366491.65 193.351° 26+00 N36538.74 E366443.00 193.351° 26+50 N36550.29 E366394.36 193.351° 27+00 N36561.84 E366345.71 193.351° 27+50 N36573.38 E366297.06 193.351° 28+00 N36584.93 E366248.41 193.351° 28+50 N36596.47 E366199.76 193.351° 29+00 N36608.02 E366151.11 193.351° 29+50 N36619.57 E366102.46 193.351° 30+00 N36631.11 E366053.82 193.351° 30+50 N36642.66 E366005.17 193.351° 31+00 N36654.20 E365956.52 193.351° 31+50 N36665.75 E365907.87 193.351° 31+85 N36673.83 E365873.82 193.351° 32+48 N36688.32 E365812.51 188.752° 33+15 N36693.17 E365745.68 184.153° 33+50 N36695.71 E365710.78 184.153° 34+00 N36699.33 E365660.91 184.153° 34+50 N36702.95 E365611.04 184.153° 35+00 N36706.57 E365561.17 184.153° 35+50 N36710.19 E365511.30 184.153° 36+00 N36713.81 E365461.43 184.153° 36+50 N36717.43 E365411.56 184.153° 37+00 N36721.05 E365361.70 184.153° 37+50 N36724.67 E365311.83 184.153° 38+00 N36728.29 E365261.96 184.153° 38+50 N36731.91 E365212.09 184.153° 39+00 N36735.54 E365162.22 184.153° 39+50 N36739.16 E365112.35 184.153° 40+00 N36742.78 E365062.48 184.153° 40+50 N36746.40 E365012.61 184.153° 41+00 N36750.02 E364962.75 184.153° 41+50 N36753.64 E364912.88 184.153° 42+00 N36757.26 E364863.01 184.153° 42+50 N36760.88 E364813.14 184.153° 43+00 N36764.50 E364763.27 184.153° 43+50 N36768.12 E364713.40 184.153° 44+00 N36771.74 E364663.53 184.153° 44+50 N36775.37 E364613.66 184.153° 45+00 N36778.99 E364563.80 184.153° 45+19 N36780.36 E364544.85 184.153° 46+31 N36780.25 E364433.05 174.391° 46+65 N36776.94 E364399.41 174.391° 47+00 N36773.52 E364364.57 174.391° 47+50 N36768.63 E364314.81 174.391° 48+00 N36763.75 E364265.05 174.391° 48+50 N36758.86 E364215.29 174.391° 49+00 N36753.97 E364165.53 174.391° 49+50 N36749.09 E364115.77 174.391° 50+00 N36744.20 E364066.01 174.391° 50+50 N36739.31 E364016.25 174.391° 51+00 N36734.43 E363966.49 174.391° 51+50 N36729.54 E359522.6 174.391° 52+00 N36724.65 E363866.97 174.391° 52+50 N36719.76 E363817.21 174.391° 53+00 N36714.88 E363767.45 174.391° 53+50 N36709.99 E363717.69 174.391° 54+00 N36705.10 E363667.93 174.391° 54+50 N36700.22 E363618.17 174.391° 55+00 N36695.33 E363568.41 174.391° 55+50 N36690.44 E363518.64 174.391° 56+50 N36670.33 E363420.79 167.256° 57+00 N36659.30 E363372.02 167.256° 57+50 N36648.27 E363323.26 167.256° 58+00 N36637.24 E363274.49 167.256° 58+50 N36626.21 E363225.72 167.256° 59+00 N36615.18 E363176.95 167.256° 59+50 N36604.15 E363128.18 167.256° 60+00 N36593.12 E363079.42 167.256° 60+50 N36582.09 E363030.65 167.256° 61+00 N36571.06 E362981.88 167.256° 61+50 N36560.03 E362933.11 167.256° 62+00 N36549.01 E362884.34 167.256° 62+50 N36537.98 E362835.57 167.256° 63+00 N36526.95 E362786.81 167.256° 63+50 N36515.92 E362738.04 167.256° 64+00 N36504.89 E362689.27 167.256° 64+50 N36493.86 E362640.50 167.256° 65+00 N36482.83 E362591.73 167.256°

NORTH

PLAN

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 APPENDIX A30 FOR DA 1959

FORMS, "DESCRIPTION OR RECOVERY OF HORIZONTAL STATION".

5. ALL SURVEY PROFILE LINES SHOWN ON THIS SHEET ARE TO BE USED FOR PRE-PLACEMENT AND POST-PLACEMENT CONDITIONS. SURVEY ALL LINES SHOWN ON THIS SHEET REGARDLESS OF AREAS OF

BEACHFILL SHOWN ON THE DRAWINGS.

PRE PLACEMENT AND POST PLACEMENT CONDITION SURVEY PROFILE ORIGIN POINTS

LINE # STATION NORTHING EASTING AZIMUTH DISTANCE

CMM00 1+00 35532.50 368523.70 193.351° 2500

CMM01 5+00 35896.00 368356.90 193.351° 2500

CMM03 10+00 36391.50 368052.50 193.351° 2500

CMM04 15+00 36650.90 367600.20 193.351° 2500

CMM05 20+00 36736.40 367106.60 193.351° 2500

CMM07 30+00 36666.90 366062.40 193.351° 2500

CMM08 35+00 36727.90 365562.60 184.153° 2500

CMM10 45+00 36779.00 364563.80 184.153° 2500

CMM12 55+00 36695.40 363568.70 174.391° 2500

CMM14 65+00 36482.80 362591.70 167.256° 2500

CMM15 69+99 36372.70 362104.70 167.256° 2500

CMM16 75+00 36247.50 361620.50 164.764° 2500

CMM17 77+62 36208.70 361363.40 172.774° 2500

CMM18 80+43 36160.40 361104.80 180.784° 2500

CMP19 81+61 36224.40 361005.60 180.784° 2500

CMP20 83+29 36315.30 360864.80 186.866° 2500

CMP21 86+32 36144.10 360679.50 192.901° 2500

CMP22 87+39 36201.80 360590.10 192.828° 2500

CMP23 89+13 36296.20 360443.80 199.038° 2500

CMP24 90+78 36385.60 360305.10 205.142° 2500

CMP25 91+79 36440.30 360220.40 205.131° 2500

CMP26 93+53 36534.70 360074.10 208.912° 2500

CMP27 95+25 36628.10 359929.30 212.662° 2500

CMP28 96+25 36682.30 359845.30 212.593° 2500

CMP29 98+17 36786.30 359684.20 214.389° 2500

CMP30 100+09 36890.50 359522.60 216.206° 2500

CMP31 102+77 37147.20 359479.00 217.909° 2500

CMP32 103+98 37242.90 359427.00 217.912° 2500

CMP33 105+66 37334.30 359285.40 223.059° 2500

CMP34 107+40 37428.60 359139.20 228.210° 2500

CMP35 109+23 37527.70 358985.50 233.273° 2500

CMP36 110+30 37585.60 358895.70 233.169° 2500

CMP37 114+10 37860.50 358984.10 236.826° 2500

CMP38 115+78 37998.50 358888.10 240.350° 2500

CMP39 117+49 38138.20 358790.80 243.933° 2500

BEFORE PLACEMENT AND AFTER PLACEMENT

TEMPLATE VERIFICATION SURVEY ORIGIN POINTS

STATION PROFILE ORIGIN POINTS AZIMUTH

1+00A N35532.52 E368523.70 184.000° 1+00B N35532.52 E368523.70 193.351° 3+00 N35714.30 E368440.30 193.351° 5+00 N35896.09 E368356.91 193.351° 6+80 N36059.69 E368281.85 193.351° 8+00 N36123.09 E368194.36 193.351° 9+00 N36146.18 E368097.06 193.351° 10+00 N36169.27 E367999.76 193.351° 11+00 N36192.36 E367902.46 193.351° 12+00 N36215.45 E367805.17 193.351° 13+00 N36238.55 E367707.87 193.351° 14+00 N36261.64 E367610.57 193.351° 15+00 N36284.73 E367513.27 193.351°

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

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C-002

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BEFORE PLACEMENT AND AFTER PLACEMENT

SAND ISLAND VERIFICATION SURVEY ORIGIN POINTS

STATION PROFILE ORIGIN POINTS AZIMUTH

27+50 N36573.38 E366297.06 193.351° 28+00 N36584.93 E366248.41 193.351° 28+50 N36596.47 E366199.76 193.351° 29+00 N36608.02 E366151.11 193.351° 29+50 N36619.57 E366102.46 193.351° 30+00 N36631.11 E366053.82 193.351° 30+50 N36642.66 E366005.17 193.351° 31+00 N36654.20 E365956.52 193.351° 31+50 N36665.75 E365907.87 193.351° 31+85 N36673.83 E365873.82 193.351° 32+48 N36688.32 E365812.51 188.752° 33+15 N36693.17 E365745.68 184.153° 33+50 N36695.71 E365710.78 184.153° 34+00 N36699.33 E365660.91 184.153° 34+50 N36702.95 E365611.04 184.153° 35+00 N36706.57 E365561.17 184.153° 35+50 N36710.19 E365511.30 184.153° 36+00 N36713.81 E365461.43 184.153° 36+50 N36717.43 E365411.56 184.153° 37+00 N36721.05 E365361.70 184.153° 37+50 N36724.67 E365311.83 184.153° 38+00 N36728.29 E365261.96 184.153° 38+50 N36731.91 E365212.09 184.153° 39+00 N36735.54 E365162.22 184.153° 39+50 N36739.16 E365112.35 184.153° 40+00 N36742.78 E365062.48 184.153° 40+50 N36746.40 E365012.61 184.153° 41+00 N36750.02 E364962.75 184.153° 41+50 N36753.64 E364912.88 184.153° 42+00 N36757.26 E364863.01 184.153° 42+50 N36760.88 E364813.14 184.153° 43+00 N36764.50 E364763.27 184.153° 43+50 N36768.12 E364713.40 184.153° 44+00 N36771.74 E364663.53 184.153° 44+50 N36775.37 E364613.66 184.153°

ATLANTIC OCEAN

SURVEY & CONST. BASELINE

CAPE MAY CITY

LOWER CAPE MAY MEADOWS

CAPE MAY POINT

SUNSET BLVD.

SEAGROVE AVE.

BEACH AVE.

BEACHFILL

AREA

-2 +0

CONTRACTOR STAGING AREA

CONTRACTOR ACCESS AREA

BERM BORROW AREA

SEE SHEET C-102

SEE SHEET C-103

SEE SHEET C-105

SEE SHEET C-104

M H

MHW

MHW MHW MHW MHW

MHW

MHW MHW MHW MHW MHW MHW MHW

MHW

MLW

MLW MLW MLW

MLW

MLW MLW MLW MLW MLW MLW

MLW

-5+00 -5+00

0+00

5+00

10+00

15+00

20+00

25+00

30+00 35+0040+0045+0050+00

55+00 60+00

65+00

70+00

75+00 80+00

90+00

95+00

100+00

105+00

110+00

115+00

120+00

X X X X X X

CAPE MAY POINT STATE PARK

B.L.E 82+00

SAND ISLAND (OPTION 5)

SAND ISLAND (OPTION 7)

SAND ISLAND (OPTION 6)

B.L.E -5+00

1 GENERAL PLAN - LCMM TO CMP1 GENERAL PLAN - LCMM TO CMP

NORTH

PLAN

NOTES:

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

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

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

O F

, L

P, B

O F

Y, N

- C

L P

- L

L P

dw g

2B U2

SURVEY AND CONSTR.

TOE OF SLOPE (TYP)

LANDWARD EDGE

OF BERM (TYP)

SEAWARD EDGE

OF BERM (TYP)

BP: 0+00.00

N: 35441.63 E: 368565.40

PI: 7+32.62

N: 36107.53 E: 368259.90

STA. -2+06

167.6' LT (BL EXT.)

BEGIN BEACHFILL AREA

GRADE BERM INTO

EXISTING GROIN

-2+00 B.L.E.

-1+00 B.L.E.

-3+00 B.L.E.

-4+00 B.L.E.

-5+00 B.L.E.

STA. 15+00

297.5' LT

END BEACHFILL AREA 1

GRADE BERM INTO

EXISTING GROUND

EXISTING DUNE (TYP)

(SEE NOTE 5)

EXCAVATION TEMPLATE

LANDWARD EDGE OF BERM (TYP)

EXCAVATION TEMPLATE SEAWARD

EDGE OF BERM (TYP)

0+00

5+00

10+00

15+00

20+00

25+00

ATLANTIC OCEAN

MLW

STA. 20+00

423.8' LT

STA. 0+70

336.1' LT

STA. 10+00

486.7' LT

STA. -1+75

214.8' LT

CAPE MAY CITY

1ST AVE.

MT VERNON AVE.

SECOND AVE.

GROIN

LOWER CAPE MAY MEADOWS

TOE OF EXCAVATION SLOPE (TYP)

STA. 15+00

365.3' LT

BEGIN BERM BORROW AREA

GRADE INTO EXISTING GROUND

STA. 14+00

357.2' LT

STA. 1+90

383.2' LT

STA. 2+98

425.6' LT

STA. 4+06

468.0' LT

STA. 11+00

454.3' LT

STA. 12+00

421.7' LT

STA. 13+00

389.2' LT

STA. -0+54

277.1' LT

X X

MHW

EXISTING BURIED FENCE (TYP)

(SEE NOTE 8)

THE NATURE CONSERVANCY

TOP OF SAND ISLAND (TYP)

TOE OF SAND ISLAND (TYP)

(SEE NOTE 9)

STA. 15+00

256.7' LT

STA. 28+00

202.1' LT

PROPERTY BOUNDARY LINES (TYP)

SAND ISLAND

(OPTION 7)

1V:15H SLOPE (TYP.)

EXCAVATION TEMPLATE LANDWARD

EDGE OF BERM BACK SLOPE (TYP)

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY & CONSTRUCTION BASELINE. ALL

STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY

& CONSTRUCTION BASELINE.

3. SEE SHEETS C-301 TO C-304 FOR TYPICAL BEACHFILL & EXCAVATION

SECTIONS. SEE SHEETS C-305 & C-306 FOR CROSS SECTIONS.

4. LOCATION AND TEMPLATE OF BEACHFILL AND BERM EXCAVATION IS A

RESULT OF SURVEYS CONDUCTED IN OCTOBER 2023 AND MAY BE

REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT

CONDITION SURVEYS.

5. THE CONTRACTOR'S LANDWARD WORK LIMIT EXTENDS TO THE

LANDWARD TOE OF THE EXISTING DUNE UNLESS OTHERWISE SHOWN

(I.E. CONTRACTOR STAGING AREA AND CONSTRUCTION ACCESS AREA).

THE EXISTING DUNE AND CROSSOVER FEATURES SHOWN ARE

APPROXIMATE AND ARE BASED OFF INITIAL CONSTRUCTION DRAWINGS.

THE LOCATION OF THE SEAWARD TOE OF EXISTING DUNE AT THE TIME

OF CONSTRUCTION IS SUBJECT TO CHANGE DUE TO DYNAMIC SITE

CONDITIONS. ENSURE THAT THE EXISTING DUNES WHICH INCLUDE THE

VEGETATED FOREDUNE ARE NOT DISTURBED DURING THE ENTIRE

CONTRACT PERIOD. THE LATERAL EXTENT OF THE CONTRACTOR'S

WORK LIMIT IS DEFINED BY THE EXISTING GROINS LOCATED AT

APPROXIMATELY STA. -3+00 AND STA. 104+00. STAKE AND FLAG EVERY

50 FEET OF THE SEAWARD TOE OF EXISTING DUNE.

6. REMOVE EXISTING TREES, STUMPS, LOGS, SHRUBS, BRUSH AND OTHER

ITEMS FROM BERM BORROW AREA, THAT MAY BE PRESENT. EXCAVATED

SAND FROM THE BERM BORROW AREA SHALL BE FREE OF DEBRIS PRIOR

TO PLACEMENT ON BERM.

7. ONCE EXCAVATION BEGINS IN A BERM BORROW AREA, ENSURE

EXCAVATION EXTENDS DOWNWARD TO THE EXCAVATION TEMPLATE

SHOWN ON THE CROSS SECTIONS. EXCAVATION SHALL BE

CONTINUOUSLY PERFORMED IN THAT AREA UNTIL THAT AREA IS

COMPLETED TO AVOID PRONOUNCED RIDGES (SEE SPECIFICATION

SECTION 35 31 00).

8. THE LOCATION OF THE EXISTING BURIED FENCE WAS APPROXIMATED

BASED ON COORDINATION WITH THE NATURE CONSERVANCY AND

AERIAL IMAGERY. REMOVE THE EXISTING BURIED FENCE AND DISPOSE

OF OFF-SITE. FOR BIDDING PURPOSES ASSUME THE FOLLOWING:

· EXISTING BURIED FENCE IS WELDED STEEL WIRE GARDEN FENCE

CONNECTED TO U-CHANNEL POSTS.

· U-CHANNEL POSTS ARE ASSUMED TO BE 7 FT IN LENGTH AND SPACED

20 FT APART.

· TOP OF POSTS ARE 3 FT BELOW GRADE.

9. STATION OFFSETS SHOWN ON THE SAND ISLANDS ARE ALONG BEFORE

DREDGE/AFTER DREDGE SURVEY LINES AND ARE INCLUDED FOR

CONSTRUCTABILITY AND BIDDING PURPOSES. UPON SUBMISSION OF

BEFORE DREDGE SURVEYS, USACE WILL PROVIDE AN UPDATED SAND

ISLAND TEMPLATE FOR CONSTRUCTION.

KEY PLAN

NORTH

PLAN

C H

E M

N E

-1

R E:

C -1

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

O F

, L

P, B

O F

Y, N

- C

+0 0 T

C-

2 P

- S

. 0 0+

+5 2.d wg

2B U2

1 PLAN - STA. 0+00 TO STA. 28+521 PLAN - STA. 0+00 TO STA. 28+52

PI: 32+47.60

N: 36688.29 E: 365812.90

PI: 45+82.75

N: 36784.98

E: 364481.25

PI: 55+65.87

N: 36688.89 E: 363502.84

STA. 30+00

458.5' LTSTA. 35+00

622.4' LT

STA. 55+00

627.2' LT

SURVEY AND CONSTR.

STA. 45+19

601.3' LT

EXISTING DUNE (TYP)

(SEE NOTE 5)

EXCAVATION TEMPLATE

LANDWARD EDGE OF BERM (TYP)

EXISTING PEDESTRIAN

CROSSOVER (TYP)

EXISTING PEDESTRIAN

CROSSOVER (TYP)

30+00

35+00

40+00

45+00

50+00

55+00

ATLANTIC OCEAN

MLW

MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW MLW

MLW

STA. 35+00

487.4' LT

STA. 45+00

538.4' LT

STA. 55+00

492.2' LT

TOE OF EXCAVATION SLOPE (TYP)

SEAWARD EDGE OF

EXCAVATION AT

MHW (TYP)

STA. 30+00

592.9' LT

X X X X X X X X X X X

X X

MHW

MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW MHW

MHW

EXCAVATION TEMPLATE SEAWARD

EDGE OF BERM (TYP)

EXISTING BURIED FENCE (TYP)

(SEE NOTE 8)

LOWER CAPE MAY MEADOWS

THE NATURE CONSERVANCYCAPE MAY POINT STATE PARK

TOP OF SAND ISLAND (TYP)

(SEE NOTE 9)

TOE OF SAND ISLAND (TYP)

STA. 28+00

302.4' LT

STA. 31+00

352.0' LT

STA. 31+00

242.1' LT

STA. 34+00

415.2' LT

STA. 34+00

352.2' LT

STA. 38+50

432.4' LT STA. 38+00

395.4' LT STA. 37+00

402.8' LT

STA. 35+50

457.4' LT

STA. 35+00

352.0' LT

STA. 40+00

398.4' LT

STA. 40+00

468.7' LT

STA. 44+00

447.8' LT

STA. 43+50

485.4' LT

PROPERTY BOUNDARY LINES (TYP)

SAND ISLAND

(OPTION 5)

SAND ISLAND (OPTION 6)

SAND ISLAND

(OPTION 7)

EXCAVATION TEMPLATE LANDWARD

EDGE OF BERM (TYP)

EXCAVATION TEMPLATE LANDWARD

EDGE OF BERM (TYP)

EXCAVATION TEMPLATE SEAWARD

EDGE OF BERM (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-103

O F

, L

P, B

O F

Y, N

- C

+5 2 T

2 T O

0.d wg

2B U2

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY & CONSTRUCTION BASELINE. ALL

STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY

& CONSTRUCTION BASELINE.

3. SEE SHEETS C-301 TO C-304 FOR TYPICAL BEACHFILL & EXCAVATION

SECTIONS. SEE SHEETS C-305 & C-306 FOR CROSS SECTIONS.

4. LOCATION AND TEMPLATE OF BEACHFILL AND BERM EXCAVATION IS A

RESULT OF SURVEYS CONDUCTED IN OCTOBER 2023 AND MAY BE

REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT

CONDITION SURVEYS.

5. THE CONTRACTOR'S LANDWARD WORK LIMIT EXTENDS TO THE

LANDWARD TOE OF THE EXISTING DUNE UNLESS OTHERWISE SHOWN

(I.E. CONTRACTOR STAGING AREA AND CONSTRUCTION ACCESS AREA).

THE EXISTING DUNE AND CROSSOVER FEATURES SHOWN ARE

APPROXIMATE AND ARE BASED OFF INITIAL CONSTRUCTION DRAWINGS.

THE LOCATION OF THE SEAWARD TOE OF EXISTING DUNE AT THE TIME

OF CONSTRUCTION IS SUBJECT TO CHANGE DUE TO DYNAMIC SITE

CONDITIONS. ENSURE THAT THE EXISTING DUNES WHICH INCLUDE THE

VEGETATED FOREDUNE ARE NOT DISTURBED DURING THE ENTIRE

CONTRACT PERIOD. THE LATERAL EXTENT OF THE CONTRACTOR'S

WORK LIMIT IS DEFINED BY THE EXISTING GROINS LOCATED AT

APPROXIMATELY STA. -3+00 AND STA. 104+00. STAKE AND FLAG EVERY

50 FEET OF THE SEAWARD TOE OF EXISTING DUNE .

6. REMOVE EXISTING TREES, STUMPS, LOGS, SHRUBS, BRUSH AND OTHER

ITEMS FROM BERM BORROW AREA, THAT MAY BE PRESENT. EXCAVATED

SAND FROM THE BERM BORROW AREA SHALL BE FREE OF DEBRIS PRIOR

TO PLACEMENT ON BERM.

7. ONCE EXCAVATION BEGINS IN A BERM BORROW AREA, ENSURE

EXCAVATION EXTENDS DOWNWARD TO THE EXCAVATION TEMPLATE

SHOWN ON THE CROSS SECTIONS. EXCAVATION SHALL BE

CONTINUOUSLY PERFORMED IN THAT AREA UNTIL THAT AREA IS

COMPLETED TO AVOID PRONOUNCED RIDGES (SEE SPECIFICATION

SECTION 35 31 00).

8. THE LOCATION OF THE EXISTING BURIED FENCE WAS APPROXIMATED

BASED ON COORDINATION WITH THE NATURE CONSERVANCY AND

AERIAL IMAGERY. REMOVE THE EXISTING BURIED FENCE AND DISPOSE

OF OFF-SITE. FOR BIDDING PURPOSES ASSUME THE FOLLOWING:

· EXISTING BURIED FENCE IS WELDED STEEL WIRE GARDEN FENCE

CONNECTED TO U-CHANNEL POSTS.

· U-CHANNEL POSTS ARE ASSUMED TO BE 7 FT IN LENGTH AND SPACED

20 FT APART.

· TOP OF POSTS ARE 3 FT BELOW GRADE.

9. COORDINATES SHOWN ON THE SAND ISLANDS ARE ALONG BD/AD

SURVEY LINES AND ARE INCLUDED FOR CONSTRUCTABILITY AND

BIDDING PURPOSES. UPON SUBMISSION OF BD SURVEYS, USACE WILL

PROVIDE AN UPDATED SAND ISLAND TEMPLATE FOR CONSTRUCTION.

KEY PLAN

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

C H

E M

N E

R E:

C -1

-1

1 PLAN - STA. 28+52 TO STA. 60+001 PLAN - STA. 28+52 TO STA. 60+00

WATER TANK

CONTRACTOR ACCESS

(UTILIZE EXISTING CROSSOVER)

(SEE NOTE 6)

CONTRACTOR STAGING AREA

(AS DIRECTED BY CAPE

MAY POINT STATE PARK)

EXISTING HANDICAP

ACCESSIBLE DUNE

CROSSOVER

CONTRACTOR ACCESS

(UTILIZE EXISTING CROSSOVER)

(SEE NOTE 6)

APPROXIMATE LOCATION OF EXISTING

SUBMERGED BREAKWATER (TYP)

SURVEY AND CONSTR.

PI: 71+48.53

N: 36339.76

E: 361959.17

PI: 79+73.78

N: 36122.88

E: 361162.92

PI: 83+66.19

N: 36335.64

E: 360833.20

PI: 86+10.48

N: 36132.23

E: 360697.91

EXCAVATE SEAWARD END OF EXISTING OUTFALL

PIPE (IF NEEDED) BEFORE AND AFTER WORK.

INVERT ELEVATION +0.82

(SEE NOTE 7 AND OUTFALL PIPE TIMBER PILE

COORDINATES TABLE)

STATE PARK

PARKING LOT

EXISTING CONCRETE BUNKER RUINS

(SEE NOTE 10)

CAPE MAY POINT STATE PARK

LIGHTHOUSE AVE.

HIG

H A

WHIL

YALE AVE.

HARVARD AVE.

STA. 78+20

406.7' LT

END BERM BORROW AREA

GRADE INTO EXISTING GROUND

EXISTING DUNE (TYP)

(SEE NOTE 5)

EXISTING PEDESTRIAN

CROSSOVER (TYP)

60+00

65+00

70+00

75+00

80+00

90+00

95+00

ATLANTIC OCEAN

MLW

MLW MLW MLW

MLW

TOE OF EXCAVATION SLOPE (TYP)

EXCAVATION TEMPLATE

LANDWARD EDGE OF BERM (TYP)

EXCAVATION TEMPLATE SEAWARD

EDGE OF BERM (TYP)

MHW

MHW MHW MHW MHW MHW MHW MHW

MHW

CAPE MAY POINT

LOWER CAPE MAY MEADOW

82+00 B.L.E.

81+00 B.L.E.

80+00 B.L.E.

STA. 65+01

580.2' LT

STA. 75+01

468.6' LT

STA. 75+01

321.4' LT

STA. 70+00

427.1' LT

STA. 70+00

562.1' LT

STA. 78+02

278.6' LT

PROPERTY BOUNDARY LINES (TYP)

STA. 65+01

445.2' LT

1V:15H SLOPE (TYP.)

EXCAVATION TEMPLATE LANDWARD

EDGE OF BERM BACK SLOPE (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

O F

, L

P, B

O F

Y, N

- C

+0 0 T

0 T O

0.d wg

2B U2

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY & CONSTRUCTION BASELINE. ALL

STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY

& CONSTRUCTION BASELINE.

3. SEE SHEETS C-301 TO C-304 FOR TYPICAL BEACHFILL & EXCAVATION

SECTIONS. SEE SHEETS C-305 & C-306 FOR CROSS SECTIONS.

4. LOCATION AND TEMPLATE OF BEACHFILL AND BERM EXCAVATION IS A

RESULT OF SURVEYS CONDUCTED IN OCTOBER 2023 AND MAY BE

REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT

CONDITION SURVEYS.

5. THE CONTRACTOR'S LANDWARD WORK LIMIT EXTENDS TO THE

LANDWARD TOE OF THE EXISTING DUNE UNLESS OTHERWISE SHOWN

(I.E. CONTRACTOR STAGING AREA AND CONSTRUCTION ACCESS AREA).

THE EXISTING DUNE AND CROSSOVER FEATURES SHOWN ARE

APPROXIMATE AND ARE BASED OFF INITIAL CONSTRUCTION DRAWINGS.

THE LOCATION OF THE SEAWARD TOE OF EXISTING DUNE AT THE TIME

OF CONSTRUCTION IS SUBJECT TO CHANGE DUE TO DYNAMIC SITE

CONDITIONS. ENSURE THAT THE EXISTING DUNES WHICH INCLUDE THE

VEGETATED FOREDUNE ARE NOT DISTURBED DURING THE ENTIRE

CONTRACT PERIOD. THE LATERAL EXTENT OF THE CONTRACTOR'S

WORK LIMIT IS DEFINED BY THE EXISTING GROINS LOCATED AT

APPROXIMATELY STA. -3+00 AND STA. 104+00. STAKE AND FLAG EVERY

50 FEET OF THE SEAWARD TOE OF EXISTING DUNE.

6. CONTRACTOR ACCESS FROM HARVARD AVE. SHALL BE LIMITED TO

PEDESTRIAN AND VEHICLE ACCESS. ALL CONSTRUCTION EQUIPMENT

SHALL ACCESS THE SITE FROM THE STATE PARK.

7. EXISTING OUTFALL PIPE TIMBER PILE COORDINATES AND ELEVATIONS

OBTAINED FROM 2013 OUTFALL PIPE EXTENSION AS-BUILT DRAWINGS.

THESE COORDINATES AND ELEVATIONS CAN ONLY BE CONSIDERED

REPRESENTATIVE OF THE CONDITIONS AT THAT TIME. EXCAVATE THE

SEAWARD END OF OUTFALL PIPE IN COORDINATION WITH THE COR IN

ORDER TO FACILITATE CMP STATE PARK AND USACE

INSPECTION/SURVEY. IF THE SEAWARD END OF THE OUTFALL PIPE IS

EXPOSED DURING TIME OF CONSTRUCTION, PIPE WORK IS NOT

REQUIRED. IF AN INSPECTION/SURVEY IS REQUIRED EXCAVATE A

MINIMUM OF 5 FT LENGTH OF OUTFALL PIPE AT THE SEAWARD END AND

EXCAVATE A MINIMUM OF 3 FT ON EITHER SIDE OF THE PIPE. DO NOT

EXCAVATE BELOW THE BOTTOM OF THE OUTFALL PIPE. ANY DAMAGES

CAUSED TO THE EXISTING OUTFALL PIPE AS A RESULT OF

CONSTRUCTION OPERATIONS SHALL BE REPAIRED AT NO COST TO THE

GOVERNMENT. SEE SHEET C-501 FOR EXISTING OUTFALL PIPE DETAILS.

8. REMOVE EXISTING TREES, STUMPS, LOGS, SHRUBS, BRUSH AND OTHER

ITEMS FROM BERM BORROW AREA, THAT MAY BE PRESENT. EXCAVATED

SAND FROM THE BERM BORROW AREA SHALL BE FREE OF DEBRIS PRIOR

TO PLACEMENT ON BERM.

9. ONCE EXCAVATION BEGINS IN A BERM BORROW AREA, ENSURE

EXCAVATION EXTENDS DOWNWARD TO THE EXCAVATION TEMPLATE

SHOWN ON THE CROSS SECTIONS. EXCAVATION SHALL BE

CONTINUOUSLY PERFORMED IN THAT AREA UNTIL THAT AREA IS

COMPLETED TO AVOID PRONOUNCED RIDGES (SEE SPECIFICATION

SECTION 35 31 00).

10. FIELD VERIFY THE LOCATION OF THE EXISTING CONCRETE BUNKER

RUINS. MAINTAIN A MINIMUM 10 FT BUFFER BETWEEN THE EXISTING

CONCRETE BUNKER RUINS AND LANDWARD LIMIT OF EXCAVATION.

KEY PLAN

C H

E M

N E

R E:

C -1

-1

C H

E M

N E

R E:

C -1

-1

NORTH

PLAN

1 PLAN - STA. 60+00 TO STA. 94+901 PLAN - STA. 60+00 TO STA. 94+90

OUTFALL PIPE TIMBER PILE COORDINATES

NORTHING EASTING ELEVATION ID

35978.292 362735.094 4.02 TIMBER PILE

35970.308 362739.5 3.97 TIMBER PILE

35962.22 362743.642 3.96 TIMBER PILE

35954.472 362748.157 3.92 TIMBER PILE

35946.884 362753.031 4.88 TIMBER PILE

35938.887 362756.883 3.96 TIMBER PILE

35930.759 362761.014 3.88 TIMBER PILE

35923.272 362765.231 3.85 TIMBER PILE

35914.958 362769.755 3.93 TIMBER PILE

35907.252 362774.104 3.97 TIMBER PILE

35899.225 362778.475 4.00 TIMBER PILE

35892.364 362783.094 7.90 FACE/PILE UNCUT

35980.074 362738.211 3.96 TIMBER PILE

35972.137 362742.409 3.99 TIMBER PILE

35964.318 362746.86 4.07 TIMBER PILE

35956.519 362751.203 3.97 TIMBER PILE

35948.754 362755.758 4.94 TIMBER PILE

35941.133 362760.085 3.93 TIMBER PILE

35932.785 362764.173 3.94 TIMBER PILE

35925.091 362768.542 3.97 TIMBER PILE

35917.154 362772.92 3.95 TIMBER PILE

35909.318 362777.071 4.01 TIMBER PILE

35901.428 362781.537 3.97 TIMBER PILE

35893.608 362784.985 7.30 FACE/PILE UNCUT

WATER TANK

APPROXIMATE LOCATION OF

EXISTING SUBMERGED BREAKWATER

EXISTING HANDICAP

ACCESSIBLE AND

PEDESTRIAN

DUNE CROSSOVER

PI: 100+30.93

N: 36902.30 E: 359504.32

PI: 103+44.11

N: 37213.82 E: 359472.13

PI: 111+04.58

N: 37625.99 E: 358833.04

PI: 113+71.02

N: 37828.20 E: 359006.55

102+00B.L.E.

101+00B.L.E.

95+00

100+00

105+00

110+00

115+00

ATLANTIC OCEAN

MLW

CAPE MAY POINT

GRO

L A

GROIN

HEA

GROIN

BULKHEAD

GROIN

YALE AVE.

IVE

LINCOLN DRIVE

MHW

M H

MHW

PROPERTY BOUNDARY LINES (TYP)

HARVARD AVE.

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-002 FOR SURVEY & CONSTRUCTION BASELINE. ALL

STATIONS/OFFSETS ARE REFERENCED PERPENDICULAR TO THE SURVEY

& CONSTRUCTION BASELINE.

3. SEE SHEETS C-301 TO C-304 FOR TYPICAL BEACHFILL & EXCAVATION

SECTIONS. SEE SHEETS C-305 & C-306 FOR CROSS SECTIONS.

4. LOCATION AND TEMPLATE OF BEACHFILL AND BERM EXCAVATION IS A

RESULT OF SURVEYS CONDUCTED IN OCTOBER 2023 AND MAY BE

REVISED FOLLOWING RECEIPT AND ACCEPTANCE OF PRE-PLACEMENT

CONDITION SURVEYS.

5. THE CONTRACTOR'S LANDWARD WORK LIMIT EXTENDS TO THE

LANDWARD TOE OF THE EXISTING DUNE UNLESS OTHERWISE SHOWN

(I.E. CONTRACTOR STAGING AREA AND CONSTRUCTION ACCESS AREA).

THE EXISTING DUNE AND CROSSOVER FEATURES SHOWN ARE

APPROXIMATE AND ARE BASED OFF INITIAL CONSTRUCTION DRAWINGS.

THE LOCATION OF THE SEAWARD TOE OF EXISTING DUNE AT THE TIME

OF CONSTRUCTION IS SUBJECT TO CHANGE DUE TO DYNAMIC SITE

CONDITIONS. ENSURE THAT THE EXISTING DUNES WHICH INCLUDE THE

VEGETATED FOREDUNE ARE NOT DISTURBED DURING THE ENTIRE

CONTRACT PERIOD. THE LATERAL EXTENT OF THE CONTRACTOR'S

WORK LIMIT IS DEFINED BY THE EXISTING GROINS LOCATED AT

APPROXIMATELY STA. -3+00 AND STA. 104+00. STAKE AND FLAG EVERY

50 FEET OF THE SEAWARD TOE OF EXISTING DUNE.

6. CONTRACTOR ACCESS FROM HARVARD AVE. SHALL BE LIMITED TO

PEDESTRIAN AND VEHICLE ACCESS. ALL CONSTRUCTION EQUIPMENT

SHALL ACCESS THE SITE FROM THE STATE PARK.

KEY PLAN

C H

E M

N E

R E:

C -1

-1

NORTH

PLAN

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-105

O F

, L

P, B

O F

Y, N

- C

+9 0 T

C-

5 P

- S

. 9 4+

.dw g

2B U2

1 PLAN STA.94+90 TO STA. 116+311 PLAN STA.94+90 TO STA. 116+31

-5-5

-10-10

-15-15

-20-20

-25-25 11001000900800700600500400

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW MHW

3002001000

VARIES VARIES

EXISTING GROUND

(VARIES - SEE NOTE 3)

ELEV -2.47

ELEV +1.6

ELEV +6.75

TOE OF SLOPE VARIES

(SEE NOTE 6)

BEACHFILL CONSTRUCTION TEMPLATE

LANDWARD EDGE OF BERM

SURVEY & CONSTR.

(SEE NOTES 2 & 3)(SEE NOTES 2 & 3)

SLOPE BELOW MLW VARIES

(SEE NOTE 5)

SEAWARD EDGE OF BERM

-5-5

-10-10

-15-15

-20-20

-25-25 11001000900800700600500400

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW MHW MHW MHW MHW

3002001000-100

ELEV -2.47

ELEV +1.6

ELEV +6.75

EXCAVATION TEMPLATE LANDWARD EDGE OF BACKSLOPE

EXCAVATION TEMPLATE SEAWARD EDGE OF BACKSOPE

EXCAVATION TEMPLATE

SEAWARD EDGE OF EXCAVATION

EXISTING GROUND

(VARIES - SEE NOTE 3)

VARIES

(SEE NOTES 2 & 3)

VARIES

(SEE NOTES 2 & 3)

NTS2 TYPICAL SECTION - BORROW AREA (STA. 15+00 TO STA. 20+00 & STA. 75+00 TO STA. 77+62)2 TYPICAL SECTION - BORROW AREA (STA. 15+00 TO STA. 20+00 & STA. 75+00 TO STA. 77+62)

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-102 THROUGH C-105 FOR PLAN VIEWS AND CONTRACTOR WORK LIMITS.

3. SEE SHEETS C-302 & C-303 FOR CROSS SECTIONS.

4. CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY &

CONSTRUCTION BASELINE.

5. 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.

6. THE TOE OF SLOPE VARIES (SEE PLAN SHEETS AND CROSS SECTION SHEETS FOR TIE-IN

LOCATIONS).

7. THE FOLLOWING SAND ISLANDS HAVE A 1V:20H SIDE SLOPE AND TOP ELEVATION OF +8.0':

· SAND ISLAND 1

· SAND ISLAND 3

8. THE FOLLOWING SAND ISLANDS HAVE A 1V:15H SIDE SLOPE AND TOP ELEVATION OF +8.5':

· SAND ISLAND 3

9. PLACE SHELLS AT A DEPTH OF 1" ± ON TOP OF SAND ISLAND. FOR REQUIREMENTS, SEE

SPECIFICATIONS.

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

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-301

O F

, L

P, B

O F

Y, N

- C

L S

C-

1 T

dw g

2B U2

NTS1 TYPICAL SECTION - BEACHFILL AREA1 TYPICAL SECTION - BEACHFILL AREA

-5-5

-10-10

-15-15

-20-20

-25-25 1200110010009008007006005004003002001000

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW MHW MHW MHWSAND ISLAND TEMPLATE

EXISTING GROUND

(VARIES - SEE NOTE 3)

ELEV -2.47

ELEV +1.6

ELEV +6.75

EXCAVATION TEMPLATE LANDWARD EDGE OF BERM

EXCAVATION TEMPLATE SEAWARD EDGE OF BERM

EXCAVATION TEMPLATE

VARIES

SEAWARD EDGE OF

EXCAVATION AT MHW

(SEE NOTES 2 & 3)

VARIES

(SEE NOTES 2 & 3)

VARIES

(SEE PLAN)SHELL PLACEMENT

(SEE NOTE 9)

TOP ELEVATION

(SEE NOTE 7 & 8)

-5-5

-10-10

-15-15

-20-20

-25-25

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW MHW MHW

11001000900800700600500400 12003002001000

EXISTING GROUND

(VARIES - SEE NOTE 3)

ELEV -2.47

ELEV +1.6

ELEV +6.75

LANDWARD EDGE OF BERM

SEAWARD EDGE OF BERM

25SAND ISLAND TEMPLATE

VARIES

(SEE PLAN)

SHELL PLACEMENT

(SEE NOTE 9)

TOP ELEVATION

(SEE NOTE 7 & 8)

SEAWARD EDGE OF

EXCAVATION AT MHW

VARIES

(SEE NOTES 2 & 3)

VARIES

(SEE NOTES 2 & 3)

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

C-

2 T

dw g

L S

- C

Y, N

, L

P, B

C-302

PHILADELPHIA

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-102 THROUGH C-105 FOR PLAN VIEWS AND CONTRACTOR WORK LIMITS.

3. SEE SHEETS C-302 & C-303 FOR CROSS SECTIONS.

4. CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY &

CONSTRUCTION BASELINE.

5. 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.

6. THE TOE OF SLOPE VARIES (SEE PLAN SHEETS AND CROSS SECTION SHEETS FOR TIE-IN

LOCATIONS).

7. THE FOLLOWING SAND ISLANDS HAVE A 1V:20H SIDE SLOPE AND TOP ELEVATION OF +8.0':

· SAND ISLAND 1

· SAND ISLAND 3

8. THE FOLLOWING SAND ISLANDS HAVE A 1V:15H SIDE SLOPE AND TOP ELEVATION OF +8.5':

· SAND ISLAND 2

9. PLACE SHELLS AT A DEPTH OF 1" ± ON TOP OF SAND ISLAND. FOR REQUIREMENTS, SEE

SPECIFICATIONS.

SCALE IN FEET

V: 10 5 0 10 20

H: 100 50 0 100 200

V: 10 5 0 10 20

H: 100 50 0 100 200

NTS1 TYPICAL SECTION - BORROW AREA (STA. 20+00 TO STA. 30+00)1 TYPICAL SECTION - BORROW AREA (STA. 20+00 TO STA. 30+00)

NTS2 TYPICAL SECTION - BORROW AREA (STA. 30+00 TO STA. 55+00)2 TYPICAL SECTION - BORROW AREA (STA. 30+00 TO STA. 55+00)

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30 11001000900800700600

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW MHW

5004003002001000-100

EXISTING GROUND

(VARIES - SEE NOTE 3)

ELEV -2.47

ELEV +1.6

ELEV +6.75

TOP ELEVATION

EXCAVATION TEMPLATE LANDWARD EDGE OF BERM BACK SLOPE

EXCAVATION TEMPLATE

SEAWARD EDGE OF EXCAVATION AT MHW

EXCAVATION TEMPLATE SEAWARD EDGE OF BERM BACK SLOPE

TOE OF EXCAVATION SLOPE

VARIES

(SEE NOTES 2 & 3)

VARIES

(SEE NOTES 2 & 3)

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

C-

3 T

dw g

L S

- C

Y, N

, L

P, B

C-303

PHILADELPHIA

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-102 THROUGH C-105 FOR PLAN VIEWS AND CONTRACTOR WORK LIMITS.

3. SEE SHEETS C-302 & C-303 FOR CROSS SECTIONS.

4. CROSS SECTIONS ARE SHOWN LOOKING BACK STATION ALONG THE SURVEY &

CONSTRUCTION BASELINE.

5. 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.

6. THE TOE OF SLOPE VARIES (SEE PLAN SHEETS AND CROSS SECTION SHEETS FOR TIE-IN

LOCATIONS).

7. THE FOLLOWING SAND ISLANDS HAVE A 1V:20H SIDE SLOPE AND TOP ELEVATION OF +8.0':

· SAND ISLAND 1

· SAND ISLAND 3

8. THE FOLLOWING SAND ISLANDS HAVE A 1V:15H SIDE SLOPE AND TOP ELEVATION OF +8.5':

· SAND ISLAND 3

9. PLACE SHELLS AT A DEPTH OF 1" ± ON TOP OF SAND ISLAND. FOR REQUIREMENTS, SEE

SPECIFICATIONS.

V: 10 5 0 10 20

H: 100 50 0 100 200

NTS1 TYPICAL SECTION - BORROW AREA (STA. 55+00 TO STA. 75+00)1 TYPICAL SECTION - BORROW AREA (STA. 55+00 TO STA. 75+00)

-5-5

-10-10

-15-15

-20-20

-25-25

-5-5

-10-10

-15-15

-20-20

-25-25 11001000900800700600500400

STA. 15+00 (CMM04)

STA. 20+00 (CMM05)

DISTANCE FROM BASELINE (FEET)

T (N

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW

MHW MHW MHW MHW

MLW MLW MLW MLW

MHW MHW MHW MHW

NOTES:

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

2. SEE SHEET C-301 TO C-304 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.

4. SAND ISLAND SIDE SLOPE TO INTERSECT EXISTING

GRADE. TEMPLATE SHOWN BELOW EXISTING GRADE NOT

REQUIRED. INFORMATION IS BASED ON SURVEY

CONDUCTED ON OCTOBER 2023.

-5-5

-10-10

-15-15

-20-20

-25-25 1200110010009008007006005004003002001000

STA. 30+00 (CMM07)

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW

MHW MHW MHW MHW

-5-5

-10-10

-15-15

-20-20

-25-25

-5-5

-10-10

-15-15

-20-20

-25-25

STA. 35+00 (CMM08)

STA. 45+00 (CMM10)

DISTANCE FROM BASELINE (FEET)

T (N

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW

MHW MHW MHW

MLW MLW MLW

MHW MHW MHW

3002001000

110010009008007006005004003002001000

11001000900800700600500400 12003002001000

-5-5

-10-10

-15-15

-20-20

-25-25 11001000900800700600500400

STA. 10+00 (CMM03)

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW

MHW MHW MHW MHW

3002001000

-5-5

-10-10

-15-15

-20-20

-25-25 11001000900800700600500400

STA. 5+00 (CMM01)

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW

MHW MHW MHW

3002001000

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30 11001000900800700600500400

STA. 1+00 (CMM00)

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW

MHW MHW MHW MHW MHW

EXISTING GROUND (TYP)

3002001000

-100

MHW EL +1.60 (TYP)

MLW EL -2.47 (TYP)

STA. -2+06 (BL EXT.) BEGIN BEACHFILL AREA

(GRADE BERM INTO EXISTING GROIN)

STA. 15+00: END BEACHFILL AREA

(GRADE BERM INTO EXISTING GROUND)

STA. 15+00: BEGIN BERM BORROW AREA

(GRADE INTO EXISTING GROUND)

BEACHFILL CONSTRUCTION

TEMPLATE (TYP)

EXCAVATION TEMPLATE (TYP)

SAND ISLAND TEMPLATE (TYP)

SAND ISLAND SIDE SLOPE

(SEE NOTE 4)

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-304

O F

, L

P, B

O F

Y, N

- C

T O

C-

4 C

- S

. 1 +0

0 T O

0.d wg

2B U2

SCALE IN FEET

V: 10 5 0 10 20

NTS1 CROSS SECTIONS - STA. 1+00 TO STA. 45+001 CROSS SECTIONS - STA. 1+00 TO STA. 45+00

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30 11001000900800700600

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW

MHW MHW MHW

MHW EL +1.60 (TYP)

MLW EL -2.47 (TYP)

5004003002001000-100

INVERT ELEV. +0.82

TIMBER PILE SUPPORTS

(SEE NOTE 4)

S = 0.10%

EXISTING 24'' DIA. D.I.P. OUTFALL PIPE

(SEE NOTE 4)

EXISTING CONCRETE

INLET BOX

-5-5

-10-10

-15-15

-20-20

-25-25 120011001000900800700600500400300200100

STA. 55+00 (CMM 12)

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW

MHW MHW MHW MHW

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

2. SEE SHEET C-301 TO C-304 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.

4. THE EXISTING OUTFALL PIPE AND TIMBER PILE SUPPORTS

ARE NOT LOCATED DIRECTLY ALONG PROFILE CMM14

(SEE SHEET C-104 FOR LOCATION IN PLAN VIEW).

OUTFALL PIPE AND PILE SUPPORTS ARE SHOWN IN CROSS

SECTIONAL VIEW FOR ILLUSTRATIVE PURPOSES ONLY.

SEE SHEET C-501 FOR EXISTING OUTFALL DETAILS.

EXCAVATE THE SEAWARD END OF THE EXISTING OUTFALL

AS DESCRIBED ON SHEET C-104 AND IN ACCORDANCE

WITH THE SPECIFICATIONS.

STA. 65+00 (CMM14)

STA. 78+20 END BERM BORROW AREA

(GRADE INTO EXISTING GROUND)

EXCAVATION TEMPLATE (TYP)

EXISTING GROUND (TYP)

NOTES:

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30 11001000900800700600

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW

MHW MHW MHW

5004003002001000-100

STA. 70+00 (CMM15)

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30 11001000900800700600

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW

MHW MHW MHW MHW

5004003002001000

STA. 75+00 (CMM16)

-100

-5-5

-10-10

-15-15

-20-20

-25-25 11001000900800700600500400300200100

STA. 77+62 (CMM 17)

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW

MHW MHW MHW MHW

0-100

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30 11001000900800700600500400

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW

EXISTING GROUND

(PRE-PLACEMENT SURVEY)

3002001000

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30 11001000900800700600500400

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW

MHW MHW MHW MHW

EXISTING GROUND

(PRE-PLACEMENT SURVEY)

3002001000

STA. 83+29 (CMP 20)

STA. 86+32 (CMP 21)

-5-5

-10-10

-15-15

-20-20

-25-25

-30-30 11001000900800700600500400

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW

MHW MHW MHW MHW

EXISTING GROUND

(PRE-PLACEMENT SURVEY)

3002001000

STA. 81+61 (CMM 19)

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-305

O F

, L

P, B

O F

Y, N

- C

0 T O

C-

5 C

- S

. 5 5+

.dw g

2B U2

SCALE IN FEET

V: 10 5 0 10 20

NTS1 CROSS SECTIONS - STA. 55+00 TO STA. 86+321 CROSS SECTIONS - STA. 55+00 TO STA. 86+32

-5-5

-10-10

-15-15

-20-20

-25-25 11001000900800700600500400

DISTANCE FROM BASELINE (FEET)

MLW MLW MLW MLW

MHW MHW MHW MHW

3002001000

-5-5

-10-10

-15-15

-20-20

-25-25 11001000900800700600500400

DISTANCE FROM BASELINE (FEET)

T (N

MLW MLW MLW MLW MLW

MHW MHW MHW MHW MHW

3002001000

STA. 100+09 (CMP30)

STA. 102+77 (CMP31)

T (N

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

2. SEE SHEET…

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